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02-23-15 PC Agenda AGENDA Planning Commission Regular Meeting Golden Valley City Hall, 7800 Golden Valley Road Council Chambers Monday, February 23, 2015 7 pm 1. Approval of Minutes February 9, 2015, Regular Planning Commission Meeting 2. Informal Public Hearing — Final PUD Plan — Struthers Parkinson's Center— 6701 Country Club Drive — PU-39, Amendment#4 Applicant: Park Nicollet Address: 6701 Country Club Drive Purpose: To allow a building addition approximately 2,700 square feet in size and the construction of an outdoor memory care walk/garden. 3. Informal Public Hearing —Zoning and Subdivision Ordinance Amendments — Moratorium Study of Subdivisions and Planned Unit Developments with Single Family Residential Components —ZO00-96 Applicant: City of Golden Valley Purpose: To consider adding/amending language in the Zoning Code and Subdivision Code regarding Subdivision requirements. --Short Recess-- 4. Reports on Meetings of the Housing and Redevelopment Authority, City Council, Board of Zaning Appeals and other Meetings 5. Other Business • Land Use Planning for Golden Valley Road/Highway 55 West Redevelopment Area • Planning Commission Annual Report • Council Liaison Report 6. Adjournment = Regular Meeting of the Golden Valley Planning Commission February 9, 2015 A regular meeting of the Planning Commission was held at the Golden Valley City Hall, Council Chambers, 7800 Golden Valley Road, Golden Valley, Minnesota, on Monday, February 9, 2015. Chair Kluchka called the meeting to order at 7 pm. Those present were Planning Commissioners Baker, Blum, Cera, Johnson (arrived at 7:23), Kluchka, Segelbaum, and Waldhauser. Also present was Planning Manager Jason Zimmerman and Administrative Assistant Lisa Wittman. 1. Approval of Minutes January 26, 2015, Regular Planning Commission Meeting , Baker referred to the sixth paragraph on page 2 and asked that the first sentence be changed to read "Baker asked how the status of the covenant would affect the rezoning." Baker referred to fifth paragraph on page 3 and noted that the word "will" should be changed to the word "willing." MOVED by Cera, seconded by Waldhauser and motion carried unanimously to approve the January 26, 2015, minutes with the above noted corrections. Kluchka abstained from voting. 2. Informal Public Hearing — Final PUD Plan — Sweeney Lake Woods — 1801 Noble Drive — PU-1`20 Applicant: The Lecy Group Addresses: 1�01 Noble<Drive Purpose: T� allow for the reconfiguration of the one existing single family property into a new three-lot single family development Zirnmerman stated that the Applicant is seeking approval of a PUD to create three single family Iots with access via a shared driveway. He explained that the project consists of two parcebs, a vacant lot 3.27 acres in size, and a 20-foot wide parcel containing a driveway. He stated that Lot 1 will be 37,494 square feet, Lot 2 will be 26,632 square feet, and Lot 3 will be 24,834 square feet, all of which are greater than the minimum required lot size of 10,000 square feet. He added that if not for the lack of adequate frontage on a public street, this proposal could be reviewed as a minor subdivision rather than a PUD. Zimmerman discussed how the Final PUD plans differ from the Preliminary PUD plans including: the expanded width of the shared private driveway from 16' to 18', the increased diameter of the cul-de-sac from 60' to 7Q', and relocating the stormwater filtratian basin to the rear of Lot 3 which addresses concerns about co-location with the Minutes of the Golden Valley Planning Commission February 9, 2015 Page 2 snow storage area. He discussed how this proposed PUQ compares with the underlying zoning district and explained that an outlot will contain the driveway, the cul-de-sac and the snow storage area. Zimmerman referred to the utility plans and explained that typically 10 feet of separation between water and sanitary sewer is required. However, the limited width of the driveway parcel and the presence of an existing sanitary sewer line makes that impossible. He stated that the Applicant has received special exceptions regarding construction techniques which will allow the utilities to be installed legally. Zimmerman referred to a plan showing the wetland buffer area and stat�d that the PUD standards adopted in 2004 require a 25-foot buffer around wetlands. However, the Bassett Creek Watershed Management Commission now recornmends a more fine- grained approach based on the type and condition of wetland being buffered. In this case, a 10-foot buffer is the recommendation. Zimmerman referred to a site plan and reminded the Commission that at their review of the Preliminary PUD Plan the condition of limiting utilit'ies and further access to the shared driveway was adopted. However, the recently subdivided properties to the east will result in a long utility line and a long driveway running roughly parallel with the existing shared driveway which is not ideal, Dne option, if the parties agree, is to allow access to the shared driveway in order to have a shorter and less redundant driveway system. Currently, the only way access would be allowed to the shared driveway is through a PUD Amendment. He added fihat allowing future access from the cul-de-sac to the parcel to the west would be prohibited b�cause the current PUD has the restriction of not allowing any further access to the shared driveway. He stated that he is recommending that the condition regarding access to the private driveway be amended to state that no additional driveway or utility access shall be allowed without a PUD amendment. , Segelbaum asked if there is a third property that also accesses the existing shared driveway. Zimmerman said yes, the property at 1807 Nable Drive accesses the shared driveway, however, it also: has frontage on Noble Drive that could be used for a driveway. Segelbaum asked if the language regarding additional access to the driveway should state that what is being proposed in this PUD plan would be permitted, but anything proposed after this PUD would not. Zimmerman stated that all of the conditions will be spelled out in the PU'D Perm:it. Cera asked if the Applicant has had any discussions with the owner of Lot 2 (the recently subdivided property to the east) regarding his driveway accessing the existing private driveway. Zimmerman said he is not sure if discussions have oGcurred between the property owners, but Mr. Lecy has expressed interest in exploring the possibilities. He added that the City would like to see consolidation of the driveways and utilities or additional width added to the private driveway. Minutes of the Golden Valley Planning Commission February 9, 2015 Page 3 Baker noted that the City Council voted 4 to 1 to approve the Preliminary Plan for this proposal and asked for information on the dissenting vote. Zimmerman said there was concern about three homes being in an area where the access was somewhat restricted. Blum said he is concerned about access for the landlocked parcel to west. Zimmerman stated that the area he was referring to for future access to the west is slightly south of the landlocked parcel. He added that if access were granted for the property to the west, the snow storage area would have to be relocated. Waldhauser asked if the new landowner to the east agreed to give some of their land in order to widen the driveway, how close that would come to making the driveway a street. Zimmerman said he thinks the potential is there, if the parties want'to work togeth�r. Baker asked Zimmerman to review what led to the City Engineer to propose a reduction in the wetland buffer. Zimmerman stated that the City Engineer and the Bassett Creek Watershed Management Commission are recommending a 10-foot buffer and that Planning Staff is deferring to their recommendation. He reiterated that it is the PUD ordinance that differs from the Bassett Creek Wafiershed Management Commission's standards. He added that there is some latitude in this caseregarding the size of the wetland buffer. Baker asked if the buffer area shown in the Preliminary PUD plans was 25 feet. Zimmerman stated that the original pfans showed a 25-foot buffer before they went to the Bassett Creek Watershed Management Commission for review. Waldhauser said she would guess that the 25-foot buffer requirement in the PUD ordinance was probably meant for a higher density project, since that is typieally when PUDs are used. Roy Lecy, Applicant, said he has never heard of requiring an additional 15 feet of wetland buffer. He said his plans have always shown a 10-foot buffer and he doesn't feel he should be held to a higher standard than any other proposal. He referred to the discussion regarding the owner of the property to the east accessing the private driveway and said he thinks it makes sense, but he would like to keep the process simple. Kluchka said this is a complicated PUD and``he thinks it would be appropriate to go through the PUD amendment process. Segelbaum asked Lecy if he would build the driveway and utilities differently if he knew the property to the east might access it. Lecy said no, but he would make provisions for the trees. Blum asked Lecy what the hardship would be if the wetland buffer was 25 feet. Lecy said the soil condifions really deteriorate past where the buffer is located. He said he may need the 15 feet for the construction of the house because it is as close to the cul-de-sac as it can be. He added that it could also affect the grading of the properties. Waldhauser asked if the infiltration basin is intended to drain all three of the proposed lots. Lecy said no, it is for a portion of Lot 2 and all of Lot 3. Lot 1 will have natural filtration where it always has. He stated that the proposed 10-foot wetland buffer will increase the water quality over what is there now. Minutes of the Golden Valley Planning Commission February 9, 2015 Page 4 Kluchka opened the public hearing. Jeff Haines, 1550 St. Croix Circle, requested that the original driveway and access easement across Lot 1 be left as an easement and not incorporated in an outlot with the driveway, cul-de-sac and snow storage area. Zimmerman said he understands Mr. Haines's concern about future access to his property, but he doesn't think anything will be allowed to be built in the proposed outlot, just like in an easement, but that he would confirm that with the City Engineer and the City Attorney. Cera asked if Mr. Haines and the Applicant have talked about allowing future access. Zimmerman stated that the future homeowner's association would need to be involved in discussions as well. He stated that the City would not have the authority ta require an access point to the west, especially when there is potential for broader development. Cera asked if the land to west is subdividable. Zimmerman said yes, there are three parcels that could be replatted a number of ways. Cera stated that the private driveway could potentially have several more homes accessing it. Zimmerman agreed and stated that the PUD Permit would need to be amended for any changes to the driveway access. Christopher Gise, 1485 Island Drive, said he is confused because it has been said that the proposed 10-foot wetland buffer is consistent with Hidden Lakes, but the shoreland buffer on his property is 50 feet. He asked if this proposed PU'D plan defines the building pads or the building envelope area because Hidden Lakes properties had defined building pads. He asked if anything goes as long as they are not in the buffer area. Seeing and hearing no one else wising to comment, Kluchka closed the public hearing. Kluchka asked if the proposal defiines the building footprint or a buildable area. Zimmerman said in this case, the plans define the building envelope because the homes will custom fit to each lot. Kluchka asked if that is right for this development, and if it is consistent with what is across the lake. Zimrnerman said these are generous sized lots and having a building envelope allows some flexibility in where the homes can be built. Kluchka asked'the Commissioners if they have thoughts about Mr. Haines' request for the access easement. Cera said they might want to have a wider street to handle more traffic if and when d'evelopment occurs to the west. He said it would be nice if discussion could occur between;Mr. Lecy, Mr. Haines and the new property owner of Lot 2 to the east before this proposal goes to City Council, so that the street can be built appropriately now, rather than being made wider in the future. Kluchka suggested leaving the easement out of this recommendation. Cera said he would not put the easement in the proposal now, but wait until the PUD needs to be amended. Baker agreed. He added that there is an opportunity now with new property owners and he's hearing about the likely potential af future access to this road so he thinks the Commission needs to seriously consider requiring a public street. Blum asked if the road is being designed to handle the weight of a large fire truck. Zimmerman said yes, it is required that a street be able to handle the weight of the largest Minutes of the Golden Valley Planning Commission February 9, 2015 Page 5 truck needed. Blum asked if that is one of the things the City considers when differentiating between a public or private street. Zimmerman said that is one concern along with ownership and long-term maintenance. Blum asked if private streets aren't being maintained or kept safe, if the City can do the maintenance and assess the property owner. Zimmerman said he assumes the City can require maintenance to be done or assess the property owner. He added that maintenance agreements will also be required as part of the Development Agreement process. Baker asked to what extent the City is compromising the narmal standards of utility construction with the proposed design. Zimmerman explained that the typical requirement is 10 feet of separation between the sewer and water lines. He stated that the Applicant is proposing an alternate design that is approved by the Department of Health. Kluchka added that the intent from the engineering perspective was to use a different construction method that would ensure the safety of the utilities. Baker said he is trying to put the entire project into context of where the City is giving and taking. Segelbaum questioned if the proposed utilities are sufficient to support potential future development because he doesn't think that will be' an easy thing to change. He encouraged the neighbors to get together and discuss future development and access. He said he would suppart changing condition #4 fio state that no additional driveway or utility access shall be allowed along the private driveway without a PUD Amendment. Baker said he is anticipating future problems with access issues. Blum asked abaut trends in street widths. Zimmerman said 24 to 26 feet is typical but when possible, narrower streets are built. Kluchka asked the Commissioners thei:r thoughts about the wetland buffer issue. Segelbaum said he thinks they n�ed clarification about the standards for wetland buffers before this proposal goes to the'City Council. Baker said that the standards are changing as they speak. He said there is recognition of the importance of buffers in protecting water quality and he would strongly argue against not accepting a 10-foot or a 25-foot buffer. Blum agreed and said there may be some flexibility on the northeast lot, but he doesn't see a reason to deviate from the 25-foot standard in the PUD requirements. Kluchka questioned if the Gity is getting enough out of this PUD to deviate from the standards. Segelbaum said he thinks they should stick with the standards. Baker said he would like to know why there is a 50-foot buffer across the lake and said anything they can do to help this impaired lake they should do. Cera referred'to the lots recently subdivided to the north and asked what the wetland buffer was in that proposal. Zimmerman said because that was a subdivision and not a PUD, that wetland buffer is 10 feet. He added that the lots recently subdivided to the south also have a 10-foot buffer. Kluchka reiterated that PUDs are usually done for more intense development so that may be why the buffer standards differ. Baker said he wants to emphasize that standards are changing now. Cera said he doesn't disagree with having a larger buffer he just wants to remain consistent with what's been approved in past few years. Waldhauser said this application has been under cansideration for a long time. The City has been favorable to having this area redevelop and it has been a Minutes of the Golden Valley Planning Commission February 9, 2015 Page 6 struggle to get to this point for a lot of people. She said she thinks the 10-foot buffer is the standard that is in place now. She said this project happens to be a PUD because it is complicated, not because it's on Sweeney Lake or because it has wetland considerations. She said the fact that the standards may or may not be changing shouldn't be an obstacle placed in front of this developer and she believes the standard that applies in this case is the 10-foot buffer. Segelbaum said he doesn't know which standard should be applied. Kluchka said the underlying zoning standard is 10 feet. Segelbaum said the PUD standard is 25 feet and he doesn't know if they can deviate from that. Johnson said when the proposal was submitted it was deemed acceptable. He questioned if the Commission is discussing the difference between 10 and 25 feet, or if they are discussing 'that the very act of building three houses is decreasing the water quality. He added that there was a house on this property previously that also impacted the water quality. Kluchka said the focus for him is if the City is getting enough value from this proposal. He reitErated that this is only a PUD because of the private street and the lack of frontage. Baker said he is dwelling on the buffer. He said it used to be okay to fill in wetlands and just because there was a standard at the time doesn't mean that standard should be kept. He said he would push for a larger wetland buffer on any project they are reviewing. Kluchka noted that a larger buffer was not discussed on the recently subdivided property to the east. Cera asked if they could recommend that the affected landowners speak to each other before this proposal goes to City Council so that the future driveway access issues could be addressed now and not have to come back for an amendment. Baker said he would also like the owner of Lot 2 to consider widening the driveway parcel, Segelbaum said he is concerned' about the condition regarding additional access to the driveway through the Minor PUD Arnend'ment process. Zimmerman stated that the Zoning Code has requirements regarding Minor versus full PUD amendments. Baker said he wouldJike to keep the condition requiring the wetland buffer to be 25 feet wide. Waldhauser said she would not support that. Segelbaum said he would like a better understanding of the requirements for wetland buffers. Zimmerman stated that by default, a 25-foot buffer is a condition. He reiterated that the Engineering staff and the Bassett Creek Watershed Management Commission have said that a 10-foot buffer is appropriate and that the plans have always shown a 10-foot buffer. Baker questioned if the Commission voted on a''10-foot buffer during their Preliminary Plan review. Segelbaum said he thinks there is conflicting information. MOVED by Kluchka, seconded by Waldhauser to recommend approval of the Final PUD Plan for Sweeney Lake Woods, PUD #120 subject to the findings and conditions in the staff report. Cera noted that the staff recommendation includes the 25-foot wetland buffer. Zimmerman stated that the discrepancy between the PUD ordinance and the Engineering/Bassett Creek Watershed Management Commission was discovered after his staff report was written, so Staff's recommendation is to strike condition number 3 regarding the wetland buffer. Segelbaum said that it seems to him that they are voting on the 25-foot wetland buffer. Minutes of the Golden Valley Planning Commission February 9, 2015 Page 7 Waldhauser said she would like to amend the motion to include Staff's condition with the change in the required wetland buffer to 10 feet. She added that she would also like to amend condition number 4 to state that no additional driveway or utility access shall be allowed along the private driveway without a PUD Amendment. Cera seconded the amendment. Kluchka said his intent was to require a 10-foot wetland buffer. Zimmerman stated that striking condition number 3 would make the wetland buffer requirement 10 feet. Segelbaum amended Waldhauser's motion to state that the wetland buffer should be set to that which is required by City Code. Baker seconded the amendment'and the motion carried 4 to 3 to recommend approval of the Final PUD Plan for Sweeney Lake Woods, PUD #120 subject to the following findings and conditions. Commissioners Baker, Blum, Johnson and Segelbaum voted yes, Commissioners Cera, Kluchka and Waldhauser voted no. Findinqs: 1. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. 3. The PUD plan includes efficient and effective use (which includes preservation) of the land. ' 4. The PUD Plan results in devefopment compatible with adjacent uses and is cansistent with the Comprehensive Plan and redevelapment plans and goals. 5. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. 6. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. Conditions: 1. The plans prepared by Civil Site Group, received January 9, 2015, shall become a part of this approval. 2. The recommendations and requirements outlined in the memo from the Engineering pivision to Jason Zimmerman, Planning Manager, dated February 5, 2015, shall become a part of this approval. 3. The riparian buffer strip along the delineated wetland shall be that width which is required by City Code. 4. No additional driveway or utility access shall be allowed along the private driveway without a PUD Amendment. 5. A park dedication fee of $13,920, or 2% of the land value with credit for one unit, shall be paid before release of the Final Plat. 6. The Final Plat shall include "P.U.D. No. 120" in its title. 7. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Minutes of the Golden Valley Planning Commission February 9, 2015 Page 8 --Short Recess-- 5. Reports on Meetings of the Housing and Redevelopment Authority, City Council, Board of Zoning Appeals and other Meetings No reports were given. 6. Other Business • Council Liaison Report No report was given. 7. Adjournment The meeting was adjourned at 8:17 pm. Charles D. Segelbaum, Secretary Lisa Wittman, Administrative Assistant �� '�r°'� D�d��t �� t�. �'.� Planning Department 763-593-8095/763-593-8109(fax) Date: February 23, 2015 To: Golden Valley Planning Commission From: Emily Goellner, Associate Planner/Grant Writer Subject: Informal Public Hearing— Final PUD Plan for Struthers Parkinson's Center PUD No. 39, Amendment#4—6701 & 6681 Country Club Drive—Park Nicollet Methodist Hospital, Applicant Background Park Nicollet Methodist Hospital, owner of Struthers Parkinson's Center at 6701 Country Club Drive, is requesting an amendment to PUD No. 39. The properties in PUD No. 39 are zoned "Institutional (I-3)" and guided for long-term office use on the General Land Use Plan map. The total area for the PUD is 4.8 acres. The PUD is bounded by Country Club Drive to the north and trunk highway 55 to the south. PUD No. 39 was established in 1983 to build an outpatient surgical center at 6701 Country Club Drive (current site of Struthers Parkinson's Center). A year later, the PUD was amended to permit business and professional office uses in the medical clinic at 6681 Country Club Drive (current site of Gurstel Chargo law office). A second amendment was approved in 2000 to allow an 8,550 square foot building addition to the south side of Struthers Parkinson's Center. Since some parking spaces were removed for the addition, the City approved the plan with the condition that the City Manager may require the construction of the "proof of parking" area in the future. A third amendment was applied for but withdrawn by the applicant. Summary of Proposal The proposed PUD amendment would allow the Applicant, Park Nicollet Methodist Hospital,to expand the Struthers Parkinson's Center. The proposed building addition would increase the footprint by 2,680 square feet from 15,320 square feet to 18,000 square feet. The building expansion would require a reduction in the size of the parking area and in the number of parking spaces. A portion of the building,totaling 5,535 square feet, would be remodeled as part of this project. The additions and renovations would relocate and expand rehabilitation program services, create a gathering space, expand education and training capabilities, and create an indoor/outdoor movement therapy garden with enhanced landscaping and artwork. I �� , �, � , �. �� >� ��° � „� �-� �� d,�. � � � �� 7 __ . ��" �� , � � �� `' �� ' �, � � �'+� ��' `�� ; ��,. a � �� _ "� � . ,,�. _w ; �.� . :�� . � . � e> . .. w�.,u s � , : '�, r,:.�.n �� f� ,�. � , �. - � �.,,� �.a _ . „ .. .�., e�m ,,, �- • .._ � � ` ,,,. � .,......xi ,�µ �.,.b.,Mp �; r f - .. .. ^•+� f�� a�x •,,:�y,� .. �..1 . " .�..,,, �� . r �+y �=� .,w" +� � � � y '�"'�`�- �, � ns� �� ! � �� ,. _.. . _._� e e m„ �� E�,s ��'�� ,�. � ; :�_. .__ .. �" M � ��, fl `?�,...� :.. � . � A ._.............__ . i.. . .,« . . .. _ ,_. - -< <,..,. . t �}"."+F.. � . .�. . . . 1;' . � �. i. ... ;n.�i,A i`� . '�'7,`P .a1 E.'�� .,� ,_....__ �* [.. t '�� .�* . +l ��a.W� �r��N ^� w� 'f � � '�, a`�� , � g �;� .e.a;�„yr�'•�.. ._� � , - �;'�£ .J"� , ..�r�. � .. -:` y..,��' t :��`M _ .'� �� ,�,�..-"''�- "�j � �� ''an -. ,� �� p,"' .. � � r . � .. ,.�: '.,� .n,�.�' N . _'.�r�'"' A�+• g�,.' � \4,,;n+a� . ""v rt ' • ..- k.�a�.� ..r:�., � ..., ',"' Y§'��k.. 'i�` � �h. � . � . � aa4'.k�4''-" _ ` � p- f+' j : � ' . . T __--- ..� 1 , .. . � ..... . � ,� .. , x ' �A7 — .'. � a. .,. � � �-. �� _ � � �� - , t y � � �� , � ' *��N " ;� ��'1:"�� '"��. ' . � ,�,�� .� _ . � � � r: �, i �, - � - � �'� ,� �,�� PUD 39 - Site Map Enhanced Walkways The Applicant intends to build a walkway across the property that connects clients to two sitting and activity areas on the north and south sides of the property. The walkway would cross the parking lot to connect to the movement therapy garden walkway adjacent to the eastern side of the building. The walkway would expand exercise and wellness programming space while providing nature-based space that can be inspirational for clients. To incorporate the walkway into the site, several parking spaces on the east side of the building and one space on the north side would be removed. Landscaping&Tree Preservation The City Code allows the applicant to remove up to 17.7 significant trees from the site. The site plan shows the removal of 9 trees, of which 3 are significant. The walkway would be constructed in an attempt to avoid significant trees because the trees are an important component to the walkway. Several deciduous trees, shrubs, and perennials would be planted. As stated in the memorandum from the Engineering staff, the City Forester will review the Tree Preservation and Landscape plans in more detail during the permitting process. The applicant must submit financial security that will be held by the City for two growing seasons. Summary of Parking Calculations Parking Spaces 6701 Country Club Dr. 6681 Country Club Dr. PUD No. 39 (StruthersJ (Gurstel Chargo) Existing 99 83 182 Required 72 88 160 Proposed 80 83 163 Shortage/Overage +8 -5 +3 Parking Analysis Under the Zoning Code, offices and clinics have different minimum parking requirements. The requirements are based on the gross floor area of the building. The parking requirements are calculated as follows: 6701 Country Club Drive: Medical clinic: 1 space per 200 square feet of gross floor area Proposed gross floor area: 13,340 square feet 13,340/200 = 66.7 = 67 parking spaces Adult Day Care: 1 space per 5 persons 25 persons/5 = 5 parking spaces 65 +5 = 72 parking spaces required Since a portion of Struthers Parkinson's Center would be an adult day care, the parking regulations are different for that portion of the building, which occupies 4,991 square feet. For every 5 persons cared for, 1 parking space is required. Since 25 persons are cared for, 5 parking spaces are required. With the 67 spaces required for the clinic, there are a total of 72 parking spaces required for Struthers Parkinson's Center. 6681 Country Club Drive: Office: 1 space per 250 square feet of gross floor area Proposed gross floor area: 21,960 square feet 21,960/250= 87.84 =88 parking spaces Combining both properties, 160 parking spaces are required for the entire PUD site. The applicant proposes that 163 spaces be provided. Since the applicant exceeds the minimum parking requirement, the "proof of parking" area is no longer a necessity. If a future change in the use of the buildings increases the minimum parking requirement beyond the amount of parking provided,the owners are expected to amend the PUD to reflect those changes in use and parking. Shared Parking Between the two buildings, there are 35 parking spaces that are easily accessible to both buildings. While these spaces are located on the property at 6681 Country Club Drive, the spaces have been used by both property owners since the PUD was created. A "Reciprocal Easement Agreement" was required to be executed as a condition of approval of PUD No. 39 in 1983. It was enacted on April 20, 1983 for a term of 30 years. It was automatically terminated on April 20, 2013. The City Attorney has confirmed that the access easements on the property records are still in effect but the provisions regarding maintenance, insurance, and compliance have terminated. The City Attorney has drafted a template of the agreement that the two property owners are currently negotiating. The City Attorney will review the negotiated agreement. As a condition of approval, staff recommends that this agreement be enacted before or upon final PUD approval. Engineering As is standard practice for development proposals, plans for this proposal were reviewed by the City's Engineering Division to ensure the site can be adequately served by public utilities and that traffic issues are resolved. A memorandum from the Engineering Division that addresses traffic management, sanitary sewer and water services, stormwater management, and tree preservation and landscaping is attached. Fire Safety The Fire Department reviewed this proposal to ensure that an adequate water supply is provided and that adequate emergency vehicle access is achieved on the site. A memorandum from the Fire Department that addresses emergency vehicle access is attached. The memorandum also states that the clearance height of the drive canopies need to be identified and appropriate signage must be installed. Building Materials The new addition will consist primarily of brick and glass. The accent brick will match the existing fa�ade material. Justification for Consideration as a PUD The PUD process is an optional method of regulating land use in order to permit flexibility in uses allowed, setbacks, height, parking requirements, and number of buildings on a lot. The City has previously determined that this PUD meets the standards established in the City Code; Staff believes that this application to amend the PUD is also consistent with these standards: • Achieves a high quality of site planning, design, landscaping, and building materials which are compatible with the existing and planned land uses. • Encourages creativity and flexibility in land development. • Encourage efficient and effective use of land, open space, streets, utilities, and other public facilities. • Encourage development in transitional areas which achieve compatibility with all adjacent and nearby land uses. • Achieve development consistent with the Comprehensive Plan. • Achieve development consistent with the City's redevelopment plans and goals. In order to be approved as a PUD, the City must be able to make the following findings: 1. Quality Site Planning. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. Preservation. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands, and open waters. 3. Efficient— Effective. The PUD plan includes efficient and effective use (which includes preservation) of the land. 4. Compatibility. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. 5. General Health.The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. 6. Meets Requirements. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. Recommendation Staff recommends approval of the Final Plan for Struthers Parkinson's Center PUD No. 39, Amendment No. 4, subject to the following conditions: 1. The plans prepared by EAPC and Larson Engineering, Inc. submitted with the application dated February 6, 2015, shall become a part of this approval. 2. The recommendations and requirements outlined in the memo from the Fire Department to Jason Zimmerman, Planning Manager, dated December 1, 2014, shall become a part of this approvaL 3. The recommendations and requirements outlined in the memo from the Engineering Division to Jason Zimmerman, Planning Manager, dated December 1, 2014, shall become a part of this approval. 4. A reciprocal cross easement agreement shall be signed by property owners within PUD. No. 39 and reviewed by the City Attorney at the time of Final PUD approval. The agreement shall be recorded with Hennepin County upon Final PUD approval. 5. The Applicant shall submit a lighting plan that meets the requirements of the City's Outdoor Lighting Code (Section 11.73j. 6. All signage must meet the requirements of the City's Sign Code (Section 4.20). 7. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. 8. A final design plan shall be reviewed by the City prior to Final Plan approval. Attachments Location Map (1 page) Memo from the Fire Department dated December 1, 2014 (1 page) Memo from the Engineering Division dated December 1, 2014 (4 pages) Site Plans (24 pages) 63 Subject Property: 6701 Country Club Drive _. .__�_.�.v__ _,__ __ _..��_ . � —`.�""�,---� _�_. -'`�.�� _... . 6931 6909 6839 "�^ti.::' .,,... { �6823 gg09 6745 y S`� 545 6681 I 67�01 6500 .^.. ` � '� 540 � 5qq 537 _ i �i -- 512 570 52S 530 r._--�'r--�.-- . �w..,..,.�.�-�'"""M,.«-.�-" � U `;. �4aY N _ 6930 682(6870 �'"~ ��,,,,..Sta'�e �ta�eSi�r�Y�`� h�� .�...- . � i"L�,..��.",,.;. .,�Fr ��.�- m �.�.� ��::�', ..-��--^-,�`�'. i, . ...^^�"'°..--.... 1 - 6498 """'µ�..6677 ' 6657 6d95 �r�' . __:,.'.,...�'�, � 6697 649A -lr 450 w.,. � �~ ~ 6800 ,,,,..��._,•. ......,...�• 6820 6810 �'�~~ 6389 \ . \, '1.� 6817 ` � 4t0 �� 5y81 �`�� ba90 ��^, ��. 6921 �---- \ �>" 6991 , ._"'" .� �,.v^"'�` \ / �-�j \ �� '�6A86 1 I `� 6830 �� 435 6475 lr �--� 130 / � �.w� �m�� a. �d v ,�. �°� '. � �� . �� Fir� �e��ar�ment 763-593-8079 j 763-593-8098 {fax) Date: December 1, 2014 To: Jason Zimmerman, Planning Manager From: John Crelly, Fire Chief Subject: Preliminary PUD #39, Amendment 4, 6681/6701 Country Club Drive—Struthers Parkinson's Center The Golden Valley Fire Department has reviewed the preliminary PUD plans submitted on November 7, 2014 for 66$1/6701 Country Club Drive—Struthers Parkinson's Center. This PUD Amendment proposes an expansion of the parking lot for 66$1 Country Club Drive and adding walking paths and gardens on the 6701 Country Club Drive site. Overall the proposal for additional parking for the 6681 Country Club building appears to be designed with adequate drive lane width and turning radius to allow for proper movement of a large fire truck on the east side of the building. Please note: the drive canopy on the west side of this building needs to be identified as to the clearance height and have appropriate signage installed. The 6701 Country Club site has no proposed drive access changes. The current drive lane width, turning radius and 360 degree access around the building is adequate for proper movement of a large fire truck. If you have any questions, please contact me at 763-593-8065 or by e-mail, icrellv@�oldenvalleymn.�ov ��ty o� oider� MEM � RANDUM � va, �� Public Works Department 763-593-8030/763-593-3988(fax) `�.°��Rw��,a.r,,°';: (�7�.��5�,:a�¢"`�."�";�a':»'s; °�.`��t''.�,F, .�k�::;.. ... r �,�C�.�x:�r,'t'.�..+ rM'��_`'�^'„. '� �9.`�.�r<�Yk�.� . n.�ii�l ro . . . ��. Date: December 1, 2014 To: �son Zimmerman, Planning Manager From: Jeff Oliver, PE, City Engineer ('; Eric Eckman, Public Works Specialist �Z---� Subject: Struthers Parkinson`s Center- PUD 39, Amendment 4 Preliminary PUD Review , .?1��'?''i:�:s,.` s'ai%ces»�k ��s�z.��4^k�`.��'. , `>;i: kgas?,�; -��(�`,.:,.,s. . ;�i Engineering staff has reviewed the plans for the proposed renovation and expansion of the Park Nicollet Struthers Parkinson's Center located at 6701 Country Club Drive.This memorandum discusses the issues identified during the Engineering review that must be addressed prior to final PUD plan submittal. The comments contained within this review are based on the plans submitted to the City on November 7, 2014. Site Plan PUD number 39 consists of two properties: 1)the Struthers Parkinson's Center on the west side of the PUD, and 2) an o�ce building on the east side. Each property has its own parking facilities and there is also a shared parking area located near the boundary between the properties. There is a "proof of parking" area identified on the eastern parcel, immediately south of the existing parking Iot on the east side of the office building, if there is demand for additional parking within the PUD. The plans for Amendment 4 pe�tain only to the Struthers Parkinson's Center property and do not include construction of the proof of parking area at this time. The proposed plans include an interior renovation, construction of an addition on the east side of the building, and construction of a therapy garden with walkways and landscaping improvements thraughout the site. Plans include the removal of 16 parking spaces on the east side of the building in order to accommodate the building addition and construction of the therapy garden. The plans include a base bid and alternate bids to allow for phasing of the exterior site improvements over time. For the purposes of this review, all work shown in the plans (base bid plus alternates 1-3) is being treated as one project, and therefore the entire plan set is discussed in this review. G:\Developments-Private\Struthers Parkinsons Center\2014 PUD Amendment\Preliminary PUD review struthers_120114.docx If portions of the proposed site improvements are constructed at a later date, separate permits will be required before each phase of construction can begin. The future phases will be subject to the rules and requirements of the City and all other review agencies at the time of construction. A demolition permit, stormwater management permit, tree preservation permit, utility permits, and other permits deemed necessary by the City must be obtained before any demolition or site work can begin. This PUD is adjacent to State Highway 55 and therefore, the plans are subject to the review of the Minnesota Department of Transportatian (MnDOT). Utilities(Water and Sanitary Sewer) There are no changes p�oposed to the existing water and sanitary sewer services for this property. Hawever, the water and fire protection systems serving this develapment are subject to the review of the Golden Valley Fire Chief. The City has an Inflow and Infiltratian (I/I) Ordinance to help reduce the amount of clear water entering into the sanitary sewer system. 7his PUD is subject ta the City's I/I Ordinance. City records show that 6701 Country Club Drive (Struthers Parkinson's Center) is not compliant with the ordinance. Therefore, an inspection of the sewer service must be completed by the City to determine its condition. The owner must perform any repairs deemed necessary and obtain a Certificate of Inflow and Infiltration Compliance, or enter into an I/I Deposit Agreement with the City for the repairs, prior to final PUD approval. A Certificate of Compliance must be abtained prior to occupancy of the building. Stormwater Mana e� This proposed PUD amendment is within the Sweeney Lake sub-watershed of the Bassett Creek Watershed and is therefore subject to the review and comment of the Bassett Creek Watershed Management Commission (BCWMC). The BCWMC will review the plans for compliance with its water quality policies. Sweeney Lake is listed as an impaired water for nutrients (phosphorus) by the Minnesota Pallution Control Agency(MPCA). In order to address the impairment, the BCWMC and MPCA campleted a Total Maximum Daily Load (TMDL) Study for the lake, which was approved in 2011. Review by the City and BCMWC will include an evaluation for compliance with the TMDL Study. According to the City's recards, the Struthers Parkinson Center was expanded in 2000. The total disturbed area of the project was just below the BCWMC threshold for requiring water quality improvements. The development in 2000 was approved with the condition that, when the Struthers Parkinson Center further develops, or if the proof of parking area on the eastern parcel is constructed, water quality improvements for the entire site must be constructed. The plans submitted by the developer include the construction of an underground filtration/infiltratian system to capture and treat stormwater runoff from the site. Upon its initial G:\Developments-Private\Struthers Parkinsons Center�2014 PUD Amendment\Preliminary PUD review_struthers_120114.docx review, staff had concerns that portions of the site were not being routed through the treatment system. Some of the areas without treatment include the roof and the bid alternates (future construction phases) on the north side of the property. Since its initial review, staff has had additional discussion with the developer regarding the stormwater design and the developer has assured staff that revisions are being made that will address these concerns. The changes will be reflected in the final PUD plans. All existing and proposed storm sewer and stormwater treatment facilities that are part of this development will be owned and maintained by the property owner. The owner will be required to enter into a Maintenance Agreement with the City ta ensure the proper long-term maintenance and operation of the facilities. In addition to the review of the BCWMC, this PUD is also subject to the City's Stormwater Management Ordinance. The Gity must approve the stormwater management plan prior to submittal to the BCWMC. A City stormwater management permit must be obtained before building permits are issued and before any site work can begin. The stormwater management permit must include a plan meeting City standards, including all temporary and permanent erosion control best management practices. This PUD is also subject to the MPCA's Construction Stormwater Permit. A copy of this permit and the corresponding Storm Water Pollution Prevention Plan must be submitted to the City, prior to issuance of any permits to begin work on site. Tree Preservation/ Landscape Plan This PUD amendment is subject to the City's Tree Preservation Ordinance and Minimum Landscape Standards. A Tree Preservation Plan and a Landscape Plan were included in the plan submittal. The City Forester will review the plans in more detail to determine if a tree preservation permit is required and if additional information is needed, before submittal of final PUD plans. In addition,the owner must submit to the City an estimate of the cost to furnish and install the landscape plant materials shown in the plans. This cost estimate will be used to determine the financial security which is held as a guarantee that the landscaping will survive the two-year warranty period. Summarv and Recomrnendations Engineering staff recommends approval of the preliminary PUD plans for the Struthers Parkinson Center renovation and expansion subject to the comments contained in this review, which are summarized as follows: 1. A demolition permit, stormwater management permit,tree preservation permit, utility permits, and other permits deemed necessary by the City must be obtained before any demolition or site work can begin. G:\Developments-Private\Struthers Parkinsons Center\2014 PUD Amendment\Preliminary PUD review_struthers_120114.docx 2, The sanitary sewer service must be compliant with the City's I/I Ordinance prior to occupancy of the building, as discussed in this review. 3. The stormwater plans will be revised as discussed in this review. 4. The owner will be required to enter into a Maintenance Agreement with the City to ensure the proper long-term maintenance and operation of the stormwater treatment facilities. 5. The owner must obtain a City Stormwater Management Permit prior to construction. 6, The City Forester will review the Tree Preservation and Landscape Plans in more detail to determine if additional information is required prior to submittal of final PUD Plans. 7. The Developer must submit an estimate of the cost to furnish and install the landscape plant materials shown in the plans, as discussed in this review. 8. Plans are subject to the review of the BCWMC, MnDOT, and MPCA, as discussed in this review. Approval is aiso subject to the comments of the City Attorney, other City staff, and other review agencies. Please feel free to call me if you have any questions regarding this matter. 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S.a � `�.3 g �g �, , ,p � I HEREBY CERTIFV TFIFT THIS PLAN, -�r, % -u- g , ` , x BYEMIEIORIUNDER MY DREC ASUPERVI�SION �.D t1.Ui � . 16.'I �.3 .3 �2.8�\s8 .Y$�. �.O � 4 .9 � .'1.9 5.t�.8 �i 3.0 �. 1.9 5.2 �LTi ." � ^ 7 i Cakuiatian s�.rnvry AND TFiAT I AM A DULY REGISTERFD -� S P{-`"',�1 PROFESSIONAL ENGMEER UNDER iHE LAWS t1.D �.0 �.1 _IJ."I �.3 .D 42.1 � .] 5. b.o b. •5 .Ix �1,6 1.8i1.4 �i. �j.2 Z. 1.5 0 E.9 � �j C' tabel UkType Urm pvp Ma Min pvyrt.sn hfffirtAin pescipuon OFTHESTATEOF NNE TA I . � I L�.O S.0 S�0 E.1 3 �.i S.l .4 T.L�� 1 U.D E. NEWPARqNGLOT Iflariearce Fc 0.]9 4.0 0.0 NA NA '`�- � .2 I�.2 �i T. �2. �.0� 1.2 E.8/b.5 �� 1 ' � � ,�+�{ I 56 IIYmi�u�te Fc O.w 3�.8 0.0 NA NA HorzFCY➢nde DANIELPAUL&GGAR b.o b.ol Ao i�� - �.s .i b.r . .i b. :o �5;q b. b.� b.i 5.i b.i E. � :e� �S.o fr i. S.. I.s �. i.o�8J b.s I � _L i FatlPaldnp IIMim�ce Fe 216 30.8 0.1 21.60 3o6Lp HorsFGOpaeeineaetpanorgarea LICENSENO. 26752 DATE 2-2-15 b.o b.ol b: 8.i -'yr. fi.s . .g N.a .i U.� b.i .o b.o 5.0 .o�- b.i E.� _ . - r Ib.z Lo�1.-� i i.i S.o b.� �bs �.3 � �P,m�i im.�:�Ke k z.is 3o.e o.i r.w 3osm HoRrcmonxme��ewna�aare� b.D E.01 SIO b.l 3 `,�.J ZJ.q 5.1 3 .2 .1 b. b.] I b. 7�.� t.l b.5 Tb.9 E.e b.� 5. 5� b.2 /� � I N°'��^i �4rtirance Fe 121 2.9 0.3 LD3 9.61 Hoi¢fCatq2Eeinnarlhpailmgarea NO. REVISION DATE �� ___ y� " . . . . . � _y /,�'\' 0 l n NOM Pa�lu I L (,(' �- �l ) b.0 �I.G` �1 5.1 �. 2 .2 t1.3 b.3 b. > ] �D.6�1.8 S.1 b.9 ': .5 �� .2 �J.1 , �+ ( _ � O I �7 Illu�imroe Fe 121 29 03 9.03 9.67 Hot¢FC i(pnde in�M�h patlmp arei �J 1%. I__- �� 5.o b.ol b 1 G'fi� " o l � �ti� �f sownv,n;�y imn:ro� r�c o.ea z.s o� aa ism xo�Fcm I ?O�kV23 �U.3 . . .5 . . . 4 �.3 �U 5 �.l 7A 1.2 �.5 2 1.6 1.9 1.5 1.3 S.9 S_ 3.1 .1 b.l �J✓ � oraaeinsoumw�nam °J � SaYh Parlti�7 Illuri'erce R 0.84 2.6 02 420 13L0 Horix FC at 0�'+de in wWh parqry area b.0 b.oib'L•�,b.i ?_�.3 �.�] b.8 �0.9 5.9 b.B �J.9 b.9 b.8 tl.� 3.6 �q � �.6 1.0 3 I S � .] b.l _lv--'7� V�Fs[Pai1d�B IOuTieo�c0 R 0.96 33 0.1 9.A0 3].OD Ho�FCeQpiatleinwe5lWekn➢a2] ��n b.o 5.olb;o b.i I ��. 3.. Lo I.3 S.6 2.s S� doal.,ac�- I.z 4.� 5.� x.3 ts 2.i .s � L_z 5 �i b.o � .�� w�ua.n�i iw,:�� k o.ae 3.3 ai s.ao sa.m HORFcaaaee�nw�w��qarea b.o b.o;5�a .i e 'I.i it.e'R.z� 4.7 S a� . . b.y : b.v l.z t.z .� as6.�i E.i b.YE.o E.o � � � �1 � � � - _ b.o 5.a I .5 .i:�'.'��, `.�s-i�$..s�a�?d-�:� . ��.-4 _ .s .a b-i �U.0 .i 5 i E.� �8.i .1 S.i ..i-!�b.�,��o b�o,ha•�'b.o 6.0 � l��' wrim:e SaKaie � ° �.�"'��.� 4r sym,a ar �c�i a.areo�reK rom�maw�m: �� o�;vuo�, 5.o b.o'L�i 5 . . .o , b.z � °'�-.q� .n :o b,o..�tD�3.i a.a=i��b:6'�.o b.o b.o b.o 5.o b.o b.o � � p SINGLE NA o.eaa WrtarkRNpeviewLDRV5L3�B04E�-DmLEDTypelllspTmrmol¢'uqk2fllpol 1 . . " � v'�o,is - � � 5.o b.o I b� . .� b.o :i .� : 5.� U.i ,o� .0 5.0 �.o,"�� b. b.o 5y_L-rfSo S.o E.o b.o b.o 5.0 �.o b.a fi.o L.a U.o � ��-��/ �---� 2 A2 99CK�fl4CK NA 0.90D W�ikRkDeviewLDfN-TSB00.E4-0a�LEDTYPalllan➢Ie2011Pok.2�180 b.o b.olL:o hb .{ .p .� 5. E:o b.a S.o b:o b.o �� b. t 5.0�� b.o 5.0 6.o S.o b.o b.o b.o b.o b.o S.o b.o b.o 5.a b.o J.o t e SINGLE NA o.sw WmarkR"vJyniewLORVSLLA04E4-0arLEDrypeNkllsi�e2Mpok I i ` \ , � 5 C SINGLE NA 0.900 LUMIERE303B2TYPEV 5.o b.o`� . 5.=b.o��L.o 5.=o�,.�t:y'h.a b.o b.o S.o b.o 5.o t.o E.o b.o 5.o b.o b.o 5.o E.o 5.o b.o � 3 EX7 SINGLE NA 0.9W WmaekRkgeviexLDRVSU-0OYE,LypeNZXlpob b.o S.�;S�S,o.�� b.o b.o�5.o b.o b.o b.a 5.o b.o b.o b.o b.o D.o b.o b.o b.o b.o b.o L.a b.o � is FjQ SINGLE s�ro o.asn IXISTING2FfWALLSCONCEN7TH2-DxBIAXLAMPg b.o b.a �5� .�b.o b.a 5.o S.o b.o b.o b.o 5.o b.o b.o b.o b.o b.o b.o b.o 5.o b.o � 7 F SINGLE NA. 0900 LUMARKJ(TOR7A b.o S.a b.o b.a b.o b.o U.o b.o b.o 5.a b.o b.o b.o b.o S.o b.a b.o b.o b.o s�+wK woe.e urv vmee 5.0 5.o b.a b.o �.o�b.o b.o b.o b.o b.o 5.o J.o 5.0 5.0 5.0 , SITE LIGHTING PHOTOMETRIC PLAN 1 SffE LIGHIING PHOTOMETRIC PLAN � JOBNO: 59930BH SO ��r-�'-0' O DATE: 2-2-2015 DESIGN: Sj0 CHECKEO: DPBlBH SCALE: AS NOTED SHEEf: �� ,h BOUNDARY &TOPOGRAPHIC SURVEY FOR: NpJ-EXCLUS/VF ACCE55 EASEMENT fOR �'a�ry°° ��s� PA R K N I C O L L ET � 7Hf BINEFIT OF LOT 2 PER DOG NO.4795752-� �Q��O• At�3!`.q /_--- _ (ACROSS PAlEO OPoVE UNES) ��` y � �O�3 y � •�D R� ---91E BtNCNNARK TM NUT pF NYDRANT � QEVAAd! 9JO.IH FEF! � 4 /� j //�-sno(N8959'STE sB.So qwTJ - ' ----NON-EXCLU57VE ACCE55£ASEl(£NT FOR - - � MV.�9160 S89t�745'E COUNTRK � '' 71+'E BENEF7T OF LOI'f PEF DOG NO.4795752 LEGAL DESCRIPTION: d° , / � `�' j �g i' (ACRO55 PAYED OR/YE LANES � �y"� � ' + � CL�B ��f'Q � . (Per Hennepin County Property Information Web Site) \ a•° e � �1 �' // e° �s. i9Z�/ /� � i '� ��\ i .i" / •2� � Lot 1, Block 1,WEST MEiRO P.U.D.N0. 39, Henne m Count Minnesota. , Nes3v sre+s sa ru . —— ,� g �5 � � ��L=15.62 '� v' r. 58917 45 e• •! .'.� ` �+szs•ca�s�.0 Pc.� �07JY9'L=1S q,� �?RIVE � �., �r.,� � y� d=34519 -�9�� '�'' / � Parcel No.32-118-21-42-0068 £ 9 /.919 � i .G c _ '_ _�'�`t'.�ir.,��7.�`Q9"`�sJa-%��_' i��T �� '�° s'/; '�-szzo s� �'\ , '�" �. �� J'�'� ^ - �— �-�_� ..-•� .. • ` � / ,—o �r-- ' ;c�" , � � �-. ' a F �/s¢ l ` � s � � �-��9J5 �� . sbs'� . • . � \ I 9'}' � � \ _ as � _ Q�.l t[� � � � __.O.�p� N . .` .: , �/ a ✓ �`Y l � '\ \' �, �i � � `� �' �-- �'3. � � i .__ �� r• '`� NOTES: / a� / , / � �, ��''��° ``�1.—� i � �Ea \ �� '� �� a� �` i � ,�„ � .��g � � � I \s �_ � � :�. .w:°'.�. £ � � � �0/ �"+1 \ �y `�?c�� i j� ��_L_�`�� \ \ -��_.-+� E� , �� ,�. �.- �- zs� 1. The orientation of this bearing system fs based on the Hennepin County Coordinate Grid(NAD � / / zr / 1 � yc°�. _+o t�;,,,�� i � � ��r\ �F' � lrnicu7'9a' ( \ � 1 - -... ,,. 83-96 Ad' �_ � ��li�� j 10 F00J ORAINAGE& /�� I � �� \ \ � � ��'P . • � �� g° � a� � y j � wv.-sz 1 �li�---',Pi�,�'- l UDL/TY EASEMENT PER �'�s9'a ' � \ \ � �-� \ � �. : �• .� �� \ ��' 'R-a�» i ,y �P� � g" � �J � ?�:�� Vl£ST Ai€7R0 P.7l.U.NO.3�\�� `�` r �` \\ � `�� / /l` � �'D��e 2. The total orea of the property desaibed hereon is 102,046 squore feet or 2,3427 acres. / ,{� \ `�eoC_ . EJS E � '.� �: \.. ��s ��/}� � � \A4� \ � � (�'�' �%� °•� , e.�� "I�/ / �� l\ 'L'1 ,r 'a ` � � � 01�I � �, � i e � �a:;: 3. No title work wos rovided in the re oration of this survey to verify the existence of any O�z�� - � � \ j ��c �+' � � P ��. ., P P P _ . . ��, � F) ,+� J` � x O'�___ 1� �� \ � � " \\ ��\��m � �° '@,�s.�� •�-:.:, easements or encumbrances to the property.Drainage and utility easements shown hereon were Y � =i � -�^- -- --- -- -J_- NG 8A¢S- - - L - � � --_` \ \ Q � A / �� w� �spM� taken from the plat of WEST METRO P.U.D.N0. 39. 4 �I �'� �� i i 1''� � \�� '.', \ �\ � D'� `� "\`J , / I �/��v�' i � � ,��I I I �+'� �Hj� i �i— \iO+� � �� \ � � �9 �z�e� 4. Existing utilities,services and underground structures shown hereon were located either physicolly, 1 I �y /,/I\. i \ .4��z.v-� i•try c��` . � ��F � ' ' O�-�e�-� } @��} � w\ \,' �1 �� ,.� from existing records made available to us,by resident testimony, or by locations provided by � d� � �g� � � Go her State One Call, er Ticket No. 143022237. However,lacking excawtion,the ezact location of y �� /� ; a� V� /� i o�xx�.v�rpuwe�� \�% J��` � ' � I � � � �.� �� aN � �� underground features c nnot be accurately,completely and reliably depicted. Where additional or / 9\ 1 I more detoiled infortnation is required, the client is advised that excavation ma be necessar Other q.� �O.rranr 4'> „r i �4 `G. i $ _ e4. \ � l �.�� ---- � y y, /� .4 �y w oJy ___ � W � J ' �`�, / � 9 z_� ' I I I �/ H�Q� q �_��s ]� utlities and services ma y be present and verification and loca tion o f a l l u t li ties on d services should � � �r \ z ''+ � �:�Y` � _ ��C de' be obtained from the owners of the respective utilities prior to any design,planning or excawYion. �4 / � i-''}�. r " ' \ n ��,� .� �� r-_,�\ �y� � � � �� ) n J a. \� .n� \ )� r___ �,_ � .� ' 1 �` 9y �.._� �� ' �Y /o o/ \ 10�1 ` \� <� Q �� 5. The property descrbed hereon is subject to a Reciprocal EasemeM Declarotion,recorded as i / ' q�+ � ;�� ,i + � ••.�Y ` •I..�. � � qy.� \ �� /•� � � I � �H�pAM Document No.4795752 contains easemmts as referenced by exhibit attached to said document. The �^.�mrc :�� '�.�� ' ` `�' ' � ° g / i ,i i i9as i / /i . � �y �y � 1 �ocotlon of soid easements,which are not mathematically defined,have been noted on the survey. Z �// /9� i W � � `4 w•"� �', I A Y �^ Y+ -1 q � � /�� -W�,�, m � � \\�� 6. BENCHMARK: Top nut of the hydrant located at the intersection of Country Cluh Drive and Jerse Avenue North.Elevation=924.39 feet(NAVD 88). %"/, . ..,, _ � ..� a �.�, � , = —& �� _a � _ ' a� �� \ Y � �� h� a^' / � � � s�� . � ��,�� w ' z 9u�_ � � � �•% // � � �s%�'� , / ��z -�� o i� i , . ci ��a, ,� � />� � � i / , d 4 q� \ � � � 1 '1 W �� / \ 'Y�. � � p �� e I �✓!Y\\ i�, /� � � % 9 � r � �,. 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I � �o � : i o o �9s�—� � l \ I O MANHoIE ��N I � � ' � BUILDING NO. 6701 �,�?� 2 � ' --� •� y Q Wq'�R MANHOLE �N� I '� . �. —� COUNTRY CLUB ORIVf o,¢" i W �W� i i � �P i+g �/ �y, ' � �\ ��\ �� CATCH BASIN \ A AUTO SPRINKLER 1=�� —� & � .�I � �� ; ' �— �— � i �% l �� N � GA7E VALVE 't � h_ � ; -� � �/ f ��3 I ��,�� a � � " i & o ;7'- iy +.,\ .�. , y 30 I�,�-.�mrcc " � . v,y` � a^ �'� � pu�i iYr i-s.v — � I �� HYDRANT y�_wh �� \93/�6 \ `S / q i �� i � � � i / / � AIRCONDIl10NFR Q P� e4e.�:1 / 2 ;7 ��- w , ti J � qq� �' o � � �i � � noc�v.�,..-, � Pr� �? aa �9 1 /� /j/��1 � ELECTRICMANHOLE 1 � m �crnic eox p�O I '�I -� /�,1 i w �, W I _ � ¢ � / ps i// -� �/ � ELECTRIC ME7ER 2 � � 3 � � , � y � . �� z . -. � i� 1 o � ,1.� II i e'' �a` a ' ' � �� y �. 1�= =."-. �� - e �� - . ��/1 �, ��'�E uc�i+w+o� , � I `lo � a'' �� 9 � � - : � i � � --a � r�' ew � �� gt9� " ,.�(��'{l h ununao� � �"`� I > f � �' �; � e� � i�—_ � � , xlI ��•��(�`'�� / �� - ' I � 0 30 60 90 � CONMUNICATION BOX I (� j /� -9y � � ..• /9.�. 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I i� �' F Q 651.481.9120 651.481.9201 J =—- � vC-=-'' �" (fl � I { � � � . : -- ) � ��J ..�6�..= - www larsonengcwm ) � � I � I �- NORiH �Op14LarspnErgNeemg Inc Nlrq�lYsreservetl. d. � ' � _ _ 3 -� �.:� / '' � I hereby certfy Nat ih¢Wan.sPeuf ahons or � : �J � / .`� { I :J ��—- ; !1I . � i .,�� +�t, 1 ._�;` °�~ KEY PLA f�sa�°`tlihatlemaduly�eea��e � , I <. a 1 �:��, \ , J 1 4 i rror��a,�eny�oeer�oaermei�ormesm�, I ( N I -- I � \.� . * � -_— 2 I ' I I NOT TO SCALE of Mmnesota w � �Ea ' � � \�� Z ' '*`�-�'{ � � t.l u�l �1'.7� � GL-Q�� z � � o � \�� t :T `'F�� GreyABuchal.P.E. a, z �/�'m �: ,�� , , 4'�' S �i I �;- ' � (� �,,. �� SYMBOL LEGEND o�e:�0�,5 Re9.No.: 23793 Ir_ � �;iiiii v- a '' I �� . uG �.- ��,.�, � , r` g (� I I;�.� '� 2 � { ,, rl ' j. �'� BINMWOUSDPAVEMENTSE TION G Cu� � " c � ' i-- i I/�,7,�� . -�i - �-� �, i ��t; � PARK NICOLLET �) REMOVE AND DISPOSE OF EXISTING STRUTHERS I � i �� Lsu�� I�., i �r�+ }.� -�` � � CONCRETE PAVEMENTSECTION �J�'� �__ +_�r'' �� I�; i. I __i_��'"� � ; � CEN ER ON'S r I I � ��i ' I �I GR455 REMOVAL LIMfTS I ' ..� !� I __ , � (I+,+ ++p 73�' � �I � �.�.`�-.'T.'.' SEELANDSCAPEPLANFORRESTORATION �� T ' � '+,� `� � ��'; I� I I � a�^� ' � ' �-��i %��,' 2Ur'L�ING 1��0. F6�1 ,I--! PROJECTDESCRIFTION � ��' -�-__ � ''��.� . . I �iiiij. ; , i KEY NOTES � � � ; ��, , 3 . 1 �ii1i��; ,�_, �, EXPANSION& I ~`J`✓ �'�'-�—- - �— I '� �+♦ � . � ��I t SAWCUT REMOVE ANDDISP0.SEOFE%ISTIN RENOVATION . I �,�,I�(JIf2`� C�I(�. 67OJ ��'�' � � O • • GBITUMINWSPAVEMENTSECTION. (� I �:�� _ y. 'I C��CJi'�TRY CL�.JB DRI'% � ��` --i— � �.� 2O SAWCUT,REMOVE,AND DISPQSE OF EXISTING CONCRElE PAVEMEM SECTION. .��/, �� -.11 I �I O SAWCUT,REMOVE,AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER. �/ —�r��'\ ' + y_�� I ' I I�j�:. /':' ' `� _ � . .W. _—— l. o�� I �'i �I j ++ ' , ip_� <�.fl qO REMOVE AND SAI.VAGE IXISTING SIGN Fq2 ONMER. I Ii y� 5 REMOVE AND DISPOSE OF EXISTING RETAINING WALL ,�'' `+ - i� —� ' crtt GOLDEN VALLEY I �� i� �I i x. -- i O I . ' ; � � 2 6� REMOVEANDDISPOSEOFEXISTINGBRICKPAVERS. .� j, i�/ I . '��."� �„• y � � � ��- --�— o � 7Q REMOVEANDDISPOSEOPEXISTMGPL4MERBOx �A� MINNESOTA �? � � h �� [,� - � � �� 2 __� � �� a �'' � �a� OB REMOVE AND SALVAGE EXIS7ING RIP RAP FOR REUSE. �" � � j �o � �Y� ' i, L� I^ �.� � �'�H�''-C� OO PROTECT EXISTING DECK DURING DEMOLITION AND CANSTRUCTION. ISSUE DATES I (" j-� �,,.� -f—- j''. , --z � `�1; � "f � y I z � � 70 PROTECT EXISTING RAMP DURING DEMOlJT10N AND CONSTRUCTION. r 7 G 3 I �t o � I -- � � �I•� � J _4 � � 11 REMOVE E7(ISTING STORM SEWER PIPE �� I � i �;�� — � :� j:� _ * � �` � �>- 1 �� , �� 1Q REMOVEANDDISPOSEOFEXISTMGORYVJELlCASTINGANDCONCRETEADJUSTMENT � � !•� i I —I , `1�� ?.� � ',�r ,} `'� RINGS.FILL EXISTING DRY WELL WfTH SAND AN�A&4NDON IN PLACE.BACKFILL UPPER _ ( - Z � ''� �"�,, I jY I I I;� ��,j 24"WITH TOPSOIL SEE LAIJDSCAPE PLAN FOR RESTORATION. f � � "' �� 4 - -I t3 FIBER OPTIC SHALL BE RELOCATED BY UTILITY OVJIJER.(BV OWNER) ��. i� a �� .. I I f O I - �� -� ',,� .... -—�— ! ��' `� o�� y REMOVEANDDISPOSEOFEXISTINGTREE. I � �0'l) Z—_ " '� J p F r K 9 . -— I �^ .�I `� O � '� � r - � -',_� I (, �_� ��; I �-a-- ��— `( 1��; , 'i �� Z ,*�� --� - I F"'-> DEMOLITION NOTES �mco�rs o�wrm,5 (( li �\ z sPaces • , .�- � I I: �.,�, �-":, /'y.) �__ \\ �,�`, +++++ .��I _1 � �,I J'�� I. Verifyallexistingutililyloptions. � ��QN �� 1 . •.,•, � �„ i ' / � ✓ �': I �� _ � < ,� � 2 It s the responsibilRy of the Contractorto perfomi or coortlmate all necessary uttldy demolRons and � �� j, �-- `�J � � � � � i � -�� `� relocaLons trom ex shng uGfAy IocaLons to all onsde amenNes ana buutlmgs.These connections pROJECT N0: 12146144 � /�� ^ '� include,but are not IimRed to,water,san�fary sewer,cable n,telephone,gas,elecfiq srte ligh4ng,etc. I ��, .. .. .' .� . - �--- 4- � j,rt(��° � 3. Pnor b beginning vrodc,cordaG Gopher State Onecall(651-059-OOD2)to locate ulildies Mroughou[ihe DRAWN BY: PSM I ( �_". '_ ' _ _ p S�� area unaer conswciion.The Co�acfar shall retain the services ota private utility lowlorto locate ihe CHECf(�BY: CjAB��R I ��" � ��.yg., prrvate u61Nes. �'2> rt-- � �.. � . �.. I I. ii I . I I . I /�\�� ',J� ��l COPIRIGHT: � � I �' � � a.Sawcut along edges of pavements,sidewalks,anE curbs to remain. M��e��,�� i ✓ �"°�"�"`�a��"::"R'"L I � � � �'-il PARA7NG SPA , -� I �� ' I�i I 3. All conskuclion shall be pertormed in axortlance with state antl bcal sfandartl specificaGons fo� °'°0`�„ / ' I I I 1 �� i � � i i I. f l I ,i : I �;� ,� � � � '�� o�=��b�. �,:�.��ry.b R.��,�.�,^�. I :� - r -�� _ � gan g g p py quiremeMsotMn00T2701. � � + + + + + . � 6. Cleann d rubbin o erations shall com I with Me re I . ; i � I I 'I,r t.�.�'��`.-.� �-=='1t' +\�1 "� �' � . � DRAWWG TIiLE I i�-I E SPIaCES�—I � , t,_., �Y �)' �.`aa Y — � � . � �� ; �:J .�.� r�'� I I I � 74 �EK LRY;�CG \� � �� .� '� � � 12 k;;A=931.4 �a ++ �� :� ��r-� � n�v=_n.E�.J� + -+:�-+�� -f DEMOLiTION PLAN � , ��- ir�v=��s.� � �\�+ + +� ��; L,1 � BASEBID I � �`'_ — _ - �l ,�^� C�.Y -,� _ �" � � � �'-, �,�J� �o) � � � � ) - � - NORTH � C1 .0 ,� _ J-� ��.�� - t�P��,� ,(`�� — � � o io zo ao 1� � s o _ , . �,--- — G EAPC � � � �_ , .� _ �`�-��- '=;� �,:=: _,_ __ -- _ �t�l� � li � 1. 3 �ns � �- .,,��._`. ` �! �� i�; 3 � � _ - � � �� Q i - � II i��I I��II I ., �� - '��. � �� o r� J ,F me 70�258.3176 Fnx 707.223.7g83 � ---�.---- �_ ��: �'.' C � ` r I J _ �-�;1. it6WMainAw.SUMoABisrtarckND58501 •n --�------ �� t • �jr` -t-T � �l . (---�\ j ---�� I�" I'� Cy I . � :�I CratlFMaro FWnNo Biv�ridcND •.� � '�[,, � m• _ ''� . 9p�iQIN B�mKYMO Nv�iNYf J -- II�� ,.. I � I I 1 � �'�� a. � I • ' � n i ' �� COU NTRY � �I�6— T� � - �1; � 'Nww.eapc.net � CLUB DRIVE J r� I I a � � •L — � ; � i�e � � ; a - i � �; Larson �---r� .1 ___ � � �� ' � -� " _ __� Engineering,inc. (' , i T� ,1 �i -� ii.L V -~�i.. c � --' "� -� 3524W6oreRoad '---�-- --=^--�__� i �i ! � c, M � ^�� Whde BearLake,MN 55170 � �� -- ��-r---� '�--� � i i� n �� _�.Q_��-�"� C'�.' Q 651.481.9120(�651.481.9201 �\ � i� � t -_- I -' — ��('� ��- _,� www.larsonengccom ` --�---'--��" -�- �'"—' C 7D14 Larson E ' {� � 1 — I \ NORTH O eb ter6 �hatMi5n9�Iric.Alri9Ms�eserveC. � r�S- Gkj � � Y N v sPe�i�catio�rsw �S rALTERNATE NO. 1— �` .�f KEY PLAN reportwasprepared bymeorwdamydrect � /-��\ ',�J�' ��`� arw�s�o�aiE,a e�r��ae mo�i�otme�« � — GPS�_�=�F' �'i-. �'`- �'�'�� NOTTOSCALE of Mirv�esob. I - I � �� /-/�� ` %-��/_�i�'S ` �S ?�'---GAS_-G.",_ _ — _ �. � _�/ � � } --_ _ _`�`\ �- GL-Q�D1l � I I i � ,`_ � .,r�� . , � � r Y � GAS---__rAS�r �> Greg A.Buchal.P.E ;� � — ( '� j � ';�` � J � --�', �.�—�I 1 (�^�i s rva.oFe `��"1 c�-'---' ' �„. �, ', — _. SYMBOL LEGEND oare ozoz�s Re9.No.: 23793 I , �, ( ` �,` l J ``-�' � �� H '�_ �s--Y„s-.-__ c�� ,ii _ i � 1 -� j r-- �--, -J�` �. � ' . ` . ' . . .♦ ` * ❑ I) /c, � T . � REMOVE AND DISPOSE OF EXISTING CLIENT � I ` 1 �'�� 'r. �r, '•. a�.��.'�'+','•`•`• ��. �.�j I'I BITUMINOUSPAVEMENTSECTION i r �� r � PARK NICOLLET � �i � � �� i��,� '�yS-ji� .� � :�'.�, j � `�� /� r I REMOVEANDDISP0.SEOFEXISTING STRUTHERS i I � �` `l �/L�! l�'� .. � �� •��.'•�•�•��'.•.'�'�'�'�'�'�'�'�'�'�'.'�'�'.'. i � '`.��/ '' ' CONCRETEPAVEMENTSECTION PARKINSON�S I` J_Y �,c1`�J :�,T:•:•:�:�:':�:•:•:�.�;•:�.•.�:.:',�\ (`�J ' I � CENTER � ``�J . . . . '._':;�','.'« . . . . . , . . . « � . . , . . . « . . . ,�,�- .. . . cw�ss . . « . REMOVA I � . . .. . , . . .. . , , . . . . LLMRS ; -I � ,,,,, ,. , , ,.: , . .. .� . .,. � �� 0 � ��I�� '��G,J'.'•'.'''•`•'.,•'. .'�'�'�'.'�".�.•�•.y, •�'�`'• ,! f SEELANDSCAPEPLANFORRESTORATION r d.'.'�'. i "�0 :� .'. + • • • • •' �J • ••'•�t`--•y�';�• �S�c�tl ' PROJECTDESCRIPfION � I �I .�I .�. .. . . . . . . ...♦.r��,�,�;�','.','.',�,�.�.�.�`�.�. , �. � 1 ..'•y.. .��•.�.•.�.•.�.•.•:•:•:•:•. � � � I KEY NOTES E 1 ``�' . �z�' XPANSION& , . /- I �`' � �. . -:i:� .�`�: :;� I RENOV 'C� ,`�'i�' �� i-+' ��•• 4 1 SAWCUT REMOVE ANDDISPOSEOF ATION �,J ;�i /�,,`. .yr `��' I O IXISTING BI'fUMINOUS � /��` '1 PAVEMENTSECTION. � ��.�.i•�.�.�.�.�.�. .. � . .-.k �.. .N.�'•'•'�;-''•:..'.;:;:.. � . .-.--r .�. . , . . . . .. . . . . . — - - - .�� — � - I '-5-' �'I t"� ^.� 2 SAWCUT REM OVE,AND DISPOSE OF EXISTING CONCRETE CURB t .1 . !�.`�T�.rr� .��' ' % O i •'r �'� �.�i. �--rr�l7E'�• T— .bE`,' I �♦��.' '�'�'.'. . ��'� ♦�Cl�'.♦ •�U•« / AND j �.i.� ♦.�.` . �'«�.�.'.. . .��.�. •.U�.•.•. •.V�. • GUTTER. f .'�'.'.'�'� • �'� I - I I 3O REMOVEFWDDISPOSEOFEX�STINGTREE. '�. ��.�•�'�'.�.�•`�`•``�``♦«•4••••`•`••♦',••••'••`T^•`• I . . . . . . �' I O4 REMOVE AND RELOCATE F�USTING LIGHT POLE + I �� , �•'�•��•��I� 4 I I I '.'_� ' - ' ' ' 2 � / 1r I — 5� PAIM EXISTING STRIPING WITH BVaCK PAIM TO MFTCH � GOLDEN VALLEY J1 I_ � _ L _I_ I I I I f I� I I � �STING PAV�,�T. � I i ';' � — 76 PARKING SPACES - - - - `" —. . PAR �Nc I 1 I SrA� MINNESOTA I 1'��• •�h. . . •�� I i SPA ES I I �. , � •.• •• �..: : I� I I I I I I I I I : I I I � � ��• ', ''� ./ ! . . . j`�. / ISSUE DATES — `•�,�:v� � \\:.� I ' I , _ � � � � � � � � � � � � (. . . �. �. . . . � I �_� I I � � 5 TMP ' DEMOLITION NOTES � � � I — � I :,�/ 1. Veriry all ex's[ing utility locations. i I 4 / �� 4 � 2. It is the responsibility of Me Contractor[o peKorm or coorEinate all I u i W I necesury utility dertplNons and relowtions hom e�cisting u[tlity locations 7 ta all onsile ameni6e5 and buildings.These ronnec5ons include,but are I I j� ' " ' ' ' ' ' ' ' I not IimdeO[o,water,sanitary sewer,cable N,telephone,gas,electriq sde f J �� . . . . . . . . . lighting,etc. . � \ . T �, . . 3.Priortobeginningwork,coMac[GopherStateOnerall(651>54-0002)to � IocateutilitiesMrou houtNeareaundercansWction.TheContractor �.�y,� mA6�/D15 � / J �V I: \ � � � � � � �,�� , � � � � � �� shaA retain the services of a private ufiliy locator to locate ihe pr'rvate j �r ,�� T ; �=�� ,� ,� a -� ; W - - � _ J �,,R��. ��,. . ,, , ,, � . � � �,� � \�� N I �� ' �� '� 4.SawcN along edges of pavements,siCewalks,and curbs to remain. �` � �'�,�' � \`�.\ / / ` / / �' I \� s.Allwnswctionsnallbeperformetlinaccortlancewi�hstateandlocal PROJECTNQ �Z�46�Q} c� 1 ,`� I stantlard specifications tor construction. � '�, I � ��. � � 5.Cleann and DRAWN BY: P$M I � JPH CE `� � \`\�� \� \ �., _ _�� _ g grubbing operalions shall wmply wBh the requirements of �� Mnoor2ioi. CHECI�DBY: GAB/KRR �— — — a ' �r I I COPYRIGHT: � � \\ / u��.��.��,a ha�,�„b m.. � , 7 � \ � ��eti�a y� � � i ' �� lti J.J \\`=_ � �` j I — —V— �l`� m�ro..:o:�n.�",�,.m ro�.b��o"a i',T TT/7% ��— _- I �..1� c ' 'v '�� , I / — —(�— I — DRAWING TITLE � �.. i (. `' �_ �f I ! �� / — � � DEMOLITION PLAN � I n i � ::� I � _• _ ALTERNATE N0.1 - � ��7/-T/� i � — � � � �-%,�////�i� � �� I - II I�i�i�!% I I — — � -- --d�V� �' — NORTH C� ■� J � � � �� i�� I - -� — I j o s ,o za .� • �� — � � i ' ,�;�' // � � � I I '� I� i z— — I �/ I I � ;ii`� „„ � �� ' °- G EAPC . , -�� - � � � � � - --,-� , � � � � � , � - � � — — I � ' ��-- �� ——— _— � ,.._ _� � �� I � /� t f ��, 1 ��=as � � �` �� _ —�t �� i (/ I' i' � �� I � � ��= , _ -- � � . � �` .'� �L'' �� ; I " o c o �� T�]01250.3116 Fnz 701.227.7983 ��\ — � - - '7 �,� ��': I/ 'j� I._.�� _ tl i '-� .'� 118 W Maln Aw.Suroe A Btsmarok ND 58501 . �'� ) I I � � ' � � I /� �� -a' �� — � J;� vniwm�o� ra�'�Owi r�io �v� � —��'�— 'S I li�.�. _ d...,�e,. � , � � .u.e .. " � .�i eroaPw (eu.v.nu.su+c I ;� f- i ._�� I� I CC �is= � � i V il I � �... '.T� �/ �i�' � � p � www.eaPc.net � -- — ' ' i r� V"' � �. � I� i � i � � ri: — ! ��— ' ; � ;" ' - ' Larson � � �; ' ' ` �f I Yc ':: I l � � �� f � �'__� � Engineering,Inc. I �,,_ � .`.c I' � j �,6i_, .. � � -, � � I i I.. �� -_ .�� '''�_-�"�- � r�"' NRi�BearLake,MN55110 `� , �n � � �� ; I -' � : �-�-' G'�� Q 651.481.91209�651.487.9201 I '� � �� r�=+�w-f � � www.larsonen r wm �L� '� ��, ��J� / NORTH lOh rebycerOfylliatMisplan.specifita4onsored. I'''' _C j � --{�J— : � � �r1 � ; i ' I � �� reporl was Prepaetl bY me or unda rtry direct `�"�; ��- `�" '� KEY PLAN sipervisionanCtt�atlamadulylicrosed � i� � �n � ( D E �• l{ l j ��o�a��,��d e��e�a„�o,�,e�a�e � / —(J— _I _ �'�, j � � NOT TO SCALE of Minnesata. � J ; z — i =�� - ��L � o� I �—� '� G e g A B u c�a l,P.E �'�J``J c`� L I � �i I �'! �;` SYMBOL LEGEND o�:oZaZ,S Reg.No.: 23793 I � 1 — —?— — �l ��,1 � � I �� i . �L 1 �t ' � � _` � I! �� .—•*�+—�� —��1 REMOVEANDDISPOSEOFEXISTING CLIENT ..,r \` � `1'�\` I' 2 J��lt.J ✓ � �� ; ��'�.I I I BITUMINOUSPAVEMENTSECTION pARK NICOLLET � � , I �-1 � � / ��:. ' I �� — — — �`�. i , ; � ' CONCRE7EPAVEMENTS CTIONING STRUTHERS j � / �; � ; ; , f I � PARKINSON'S :�� ! � I � � . �,. CENTER , I �'� � — — �� ``��_i � �� I , ,�. , . GRASS REMOVAL LIMRS SEE LANDSCAPE PLAN FOR RESTORA710N ��i/� � ' ` I . . . . . . . im, I I PROJECTDESCRIPTION '��:' � � I � KEY NOTES EXPANSION� � I ` ' '� ' . . . . . . . . 1O SAWCUT,REMOVE,AND DISPOSE OF IXISTING BITUMINOUS RENOVATION G� I . . . . . . . . . . . . . . . . . . . . I PAVEMENTSECTION. ,��I�' � I 3 O2 SAWCUT,REMOVE,AND DISPOSE OF E%ISTING CONCRETE �7 � � ALTERNATE NO.2 I PAVEMENTSEC710N. rn , �l`� � I �� '�i � 1 � � � �'� � ': I I J I . . .�. . . . ' .. .a ' � .L OO SAWCUT,REMOVE,AND DISP0.SE OF EXISTING CONCRETE CURB '�, II AND GUTTER I ��f I I I �r � ��!� I l � �a �O a � I O4 SALVAGE AND RELOCATE EXISTING SHED ATA LOCAiION CRY GOLDEN VALLEY I . — — '��— � —I— — — i� P�/�,%�JiV� SPA�� J — — — I . �". d '•I DETERMINEDBYONMER. � ' ';I; i ! j I I ! { � � / I SO REMOVEANDDISPOSEOFFJCISTINGTREE. STATE MINNESOTA I �/ � , I ' � I . . .I. . . . `.I I � Y 3 ••• I , I � � � ,I, . .. . , , . � . . :�' —�•'� ISSUEDATES \\.�I . . _ . . � I � � i i i i ;;�;:; �:;�:��' �:�'� �,� I .� :;�::.:..:.:::::::�:�:::::�:�:�::�:��=r��;.. ;--,. �-:�--;.� —�-- — — 6 >P,k.�E� — — ' '� �;�� :i•, . ' � i �.;�:�:�:�:•:•:•:•:•:�:-:�:�:�:•:�:�:�:•:•. . - � '.L'. . � h' - /: '.� ( I ► i i , c `'�..:;•'''�'�'-:�'�'•'•'•:••�'�'•'�:•`a:�:�:�' ,� I :�: �� , � ..,:.. ,� m' �{�-.�. � � � r.': � �,�_.� , ��' a��.��. �'> � � � � � r � J �.::��{��{�� :.�:�.. i : �.'r ;�; ; � �� t � DEMOLITION NOTES ?.�`�'�'�'�'�`�'�'�'�'�':�:�:�:•:•:•:�. ( �:r`�,v9: :�.�. — — .�' .� _ � 1. Ve" ali exi •Yv-• sCn util' lo �� _ cations. � I �' '�1�+� �9 �Y — .�.' C:� �'� 's '�� .� :`s% ':{I�.�:��'�.� 1��: -�:�: . :. �' '��% _�� •�Y�� c. tsMeres o nsibili otthe i f' ConVactor to ertorm or co P ordina[e all 9 �Y I �'I P —�r �. �� . � r. �'=j� `�%�� necess a Wf demo � idions and relocations ho �Y rtY m ezistin util' loptions � 9 �Y � ,'% `✓•, �<�. �.�' _ ta all onsite amenities and buildings.These connec5ons inGuOe,bu[are ,'% , �'. not limited to,water,san'rfary sewer,cable tv,telephone,gas,eledrie,site ��TS �015 I `•�•�• •.J� /' ' �j� ligh5n.e[c. �+� •�y / )--�� f I 9 . MP1M DE5CN�fqN �ATE �'.�' � � 3.Pnortohe innin wo contactGo her5}a[eOnecall 6 �j — � 9 9 �k P (51�454-00021to I '(�•.•.•,•:•,��' �� •`.✓� � �?� — � IopteutildiesthroughoutNeareaunderconsWction.TAeConhactor ,��y///'�� ,^�� .•%� . •,�� I shallretaintheservicesofaprivateutilirylocatortorocatetheprivate pROJECiNO: �Q�Q6�4e} I ( '•••` . . . . .. . . « . . . . . . . � utilNes. •�.:, .��: �'� «.yi��.'�' S NP.OF2 � l 1f� � � PSM ,'.�., �•,�, � � I 4.Sawcut along etlges of paveme�As,sidewalks,and curbsto remain. D��' �i--,� .. «.- �" — �`' r CHECKED BY: GAB/KRR I f� � ~�.� � �•�' ',',' ♦�♦�• � � I 5.All construc[ion shall be perfortned in accordance with state antl local �� \ \ � • •••,�;�•��'J � (� � _ f `� F"-'� sfandardspecificatbnsforconsbuction. QQpyR��• �� ,J' `�: �� u�e,e,w�+om.�mwm..+r.n ma,�.,�e em. � � � � — — � � � � � 6.Clearing and grubbing operations shall cortptywdh the requiremeMs of ,�,�„o� o'°^"��E`PC^"�"°^"^ � `•,J� . �.� � � � � � ��.��_,�� MnDOT 2101. mvraea�'�n..a m�Rm..a�iz.rv ew (�`� — � � ��'� /l. —� � � DRAWINGTITI.E ( � ��\��J DEMOLITION PLAN �� ALTERNATE N0.2 NORTH RT'L.—i (,� .2 - o e io za _' '—'—`_' —t5 � � � i �--- . '� COUNTRY CLUB DRIVE � � `�--�— , �� ,, ----r--�--�----- —— �� 'i G EAPC . n �';�1 � 'I � F —___ V� ,,_ �\., �_ �v 9`3P s�- �� `°�.� .,� _��.� 1, ��Y`i ( I II — I �s-_F ._o-z Y��T) /`�.�,:Tc.s _.._w_,�� 7 ' u � \ �`\`\�� —=— __ F1`r�,.- ' i'y�,y'�`- �C''�'----�_ ��E �� 1 '�J�-� I II li(�.�� _�Y � _- `�J` �.�� "�� :..�� --'�_ ---�_ ii. ,"'z ` � _� r C ' - -�",y--� , � �� . . �I , - �i I '�_`JJ��y^�1 '`'� ^ _ - ��.Hf L,�` � ��1 ' - - �`�-� __ '� _ 1 ' I i�I• a i�� ! � `�"l ti�j' � i � � ��r' �^.� A ..� �� ' _ !� `j,^ ' � �r � � �_ _` �'% _� i � j� 0 6 (. r� �flE 707250.37�8 rrut 701.223.7963 I . r.} , � I jI �v"'�4:��f �o' ,,,-�,'�.r \I, � - I i � . / / J ,,� � — �� F I- �r -� I 1 a �_ T � 118 W lMin Ave.Suile q Bfsmarck ND SB501 � � '� �, _� .�v, ,�✓� " � � � srcN� �� ' - �i�.. I �N'�� i ��' � '�@ .wro m�.�rm � I \ '� I . 1 I� I•` '�' '' � " . CarstlFa6ND F ( Ifl &�v/J�ARG 1`�� I ', F.!�a o3z s ;�I%• . ,`��, � I ..� \:/ I�_.. �, _„ _� r� w�s.d,rm I WqtND I ru�,�e�vr , II � C�:�n< vzas ;I'r- �!I;. �-,� ��-_. "!I;\. F � � <` � ,�;, i q I ,�.��w. I,f[ � ; � i i ��i '�I; ��._ ,��c � ;� � / l��J �r-� �� J � j 1�i www.eapc.net \ '' �� ' � � � I , � / f-•.� IT � , f � I �� i I � � � i � , � i j - J �.�/ -�_�_�_�-_-� t6 p��Y.h��rp�ES _�_�_� ,�� 4�, � ; � ;�s �' � J:, o i ° - �; Larson �, 'i �, �.I' %i � , � � � i i i � � � � � � �' s �: � , I I ' � �-- II - j� ! i I i i i i i i i i �-J � � �-;-- � - � �1, - � _ _ _.J � Engineering,Inc. . , , 1 ! - � � � I _ � � I! ,.L� ; � ' � e �--.--� -_ 3524 Labore Road L-_'� � � � I - I �,. ' ; � � i �- .�`��="�' � �,;.; WhHe Bear Lake,MN 55110 , "'ti_ _�r--- s - , /} � ,Y i ! � r �� , � _Q= -' , Q ss�.astsizo�q sstaai.ezot ) � 3 4 ��,J-J r��-� -b - www.larsonengr.com 7 I� � -- "G C5 I I � CS � �='- NORna OO 2074 Larmn Ergineer'ug,Ine Ali ngMs reserved � i i b.�'�_,. _j ( � �-1�,:. "� i '- �, i ne,enY��ary ma�m�s Pia�,�e�r�no�s a -_J ¢ report was prepareC by me or unCer my drect � '�!-- ' I �-P e �--'�,:. �`; ��--� KEY P LAN w,�Ms��,d��am a�� ed I .��•c=`<;�� , �j � � r a C,5 � � ' 'I �� , Profess�mal Engineer underthe laws of the state I ' -I � � � i I ,� �I ?�I ' I NOT TO SCALE oT Mi ta ' ,5,� �\ " �; � 2 � I i r-.ti�iF ,�- (tiQ�O� I' Grey A Burhal,P.E. �'� -� ��m�� r�� ',�"Y \\�-�_ . �' ti �`. � II �,.� i Date 020215 Re No.: 23793 � Y �/,� � �� N � i ,�, � SYMBOL LEGEND 9 I � � i �_ i�iiiG; ,1 , -.� y_I; �;.,,�i � �( I , I ; ,� � NEW 3'BITUMINOUS PAVEMENT CLIENT� ( � j i + � I �y,'�.^, .. �-_. : I �� %I I�Y OVER B'AGGREGATE 6ASE � -»,� 1 g � i��;-�, ' SEE DETAIL 1/C5 � ;/� �' ., a '� , , . PARK NICOLLET I \ � I I ///// , � S �° - �� NEWBONDEDAGGREGATEPAVING STRUTHERS ��,f'� � j�� I i_ �� OVER6"AGGREGA7E&4SE PARKINSON'S � � i _ I � :�:I , � I =_,- � � SEE LANDSCAPE PLAN CENTER r' L-- I .� � NEW 4'CANCRETE I�� r -- _ v i � ,`�� I I�' OVER E AGGREGA7E BASE � I �' PROP0.5ED ADDITION � �'��;� �'�} i� f SEE DETAIL 2/CS MAIN FLOOR=935.10(ARCH 100') � �� j '., ! i'T// i' 2UILl7/rVG 1J0. S631 PROJECTDESCRIPTION � r �m..-i.� � ��%� I � �� -I-—- '_ ��i I �///// WHEREAPPLICABLE,DIMENSIONSARE FROM I � � �I� �1 �� CURBTOENDOFSTALLLME EXPANSION 8� � ////// ! '� BACK OF CURB TO BACK OF CURB OR BACK OF . I �.�J �=�__ _ � I I i � `� � � cs � �-j Ir ; RENOVATION I'� _ -) BU�tDIPJG NO. s7o7 _ . -,� �i � COUF✓7RY CI UB GRl:%c � � � I I\��, ;I� ==�` ` j 'I --�- � I �I?. '�I,� tl\, --, �' C5_-�- <<,� -� � � �i;. i"I�� --I , 1I --�-� CITY GOLDEN VALLEY I ' � I i ;,. f' i a � -°,. ` %� ��-{{ 1 - I- z ; sTn� MINNESOTA �. I� STRUCNRAL STOOP -y,- I I ��- � //� SEEARCHISTRUCiURAL ' ��j-,,-r- �� ' F�"; � I _ _,�l,/ 1'�� _ �"a' ' ,I �CAC ��-y,��' ISSUEDATES t`� �- -� � I� a ) �� -- I i�� a' / .= z . �: � t��,�� -�` � -� �� '� � �� I i ; __ I , :��1 �-y��-a�� ' ' -- I a i � _�- �� ,�� / � � `-m��.�t� I � � I �: � ��- -�- � �' I --- -� � � I � � I. n 2 -�'-- -p- `� ,,,�� 1' � I �� r V `, � —�� GFrK cs --I— I' ' '� ` I� � t��; -z—— —�— I i I 2 . —i—-� �-1 I a-- � 1� `I�� -'� C5 --�-- I r�� cmca+�rrrs r ��\ \. Z Sa;�,CES � , i � � I' t.„J �� OL96RQ15 �� 7-- �� // , - � � � � I -L ��} � � µ+wc oEsasrnon o�re G � _ �� , ��J ; �_i/ I �' � `{,,� � ,t� PRaecr Na 12146144 . 3 � �,, I~ � r/I/` � CS 'v��_''�y� � DRAWNBY: PSM 1 4 � \,', � C5 CS \\ ��`%� CHECNED BY: GAB/KRR I�i,:,,. -r-- s /�\ �'�'�- }-. ;� TVP. � � A"C � � 1 COPIRIGHT: a � �;�. � 3 ��I � \� � � N�e�a.c:me'��c�..e..e�r"�`m a I Il � � !L� � ��-; °°,•� � . � ��J �w+.�n w°"°a.,��roa k�v. mona�m�� _ � I I I I �''�: I jl,�{. '�-� . � � DR4WINGTIiLE i - fi$P.4��_5 - f� I - " i � � I � � � i' � )"� � )�)°J �(� . _ . �,� � . I I i �Tj.ex.t�r:�,«c �i o'S�� w �� kV y��4 � .. �:J:,�� v . � ' �,., ��...� PAVING PLAN uev s�as �.� . ?J �,� BASEBID f�-� ;� . � - - � � oJ ti J l� -p ` ( �"' '� T � � I — 1 � '�, �''� � � � ,� � — � NORTH p f� � � �� ■� �.J�', >- /� . � � —,'�� 0 �0 20 40 ,I l ^�`�l O) . — — I�: EAPC � � � - -- , — ��—_ ' ��- _ __ s �.� � z�.: __ _ --�— __ �� , i ��` �- � ��=-------.� `'�, �� ; 6 L �� I � 'Q �� I �� - �;T, -, f2/�'✓1=929.0 ------- �� ,Y-;�y-;�I� 1` � oa � :'� i 6w�nw�,n.roas�nen.e�i��r+osew� � lN!/=978.r i _ �� ,± ,; � I a : Y� � ,.� �� , <�, Q �� —�-�--. �� ' ! �-; .a.�,... �jk � - .�.,._ 3 � �•' ��,° I�N..�I�� g` I t + � � I - ! wwv✓.eapc.net �J�'— `.. t I I E � i '� COUNTRY CLUB DRIVE � i � IY �� f. � , � � ''� � -:, o - i ,, �; Larson ��-�ii — _�,J� _ --- � � �z- _ � _�a � Engineering,Inc. i^ -�r— � �` . 'i •. L i � . . `� --'+ - �. 3524 Labore Roatl i ,�,; / �1 - `-------��__ i r'-___ _— � i � S�r '_._;�.�'�— e p`a�� White Bear Lake�MN 55110 �t // I � � ---�-�L � I f� l. C' ,_.� Q 651.481.9120(�651.481.9201 + � � _J__ 6' � � � wwxr.larsonengccom I ` - ,, � � � .�'_��j - �"��`\�� -� Norsni __— cQzoia w��s.i�w ai�reYrvea. \' ! / � � I I hereby certfy that fhis Plan.spepfications ar ,1 1�� 'I — — + � \' KEY PLAN P��,g��ae��,e��e� .SS--Gns--;-1f,a5---�_ \! .\ :\ a��onanamae�amaduy�icensee ,' ALTERNATE NO. 1 /'� /�/�' ,� I I�� ` � � � � _rG'r.S_—�=GA^_�_f �,A.`'.%_+��.-�— � � � � � � � � � � � � � ��— �`��`�� NOTTOSCALE of Minnesota , i � i — — � � � �—'^\ / � � � � / �'�=_.GHS �/ � i �p � \. �' �/L—lLGi�l�� I , . r\ �( � `/ �—Gt 5—��A.--G.4S--- l `�i � �t�� Gre9 A Buchal.P.E. I : I .,.. � I �� i) (� (` ��1� � �Y" f,PS��AS��_F ..\ . 5t � Date.02.02.t5 Reg.No.: 23793 I �, ,I � u --� � --�—;— t�\ �- ( � ,{ ) �-J� `�,�`'� � AS�'�.� � SYMBOL LEGEND � . 1 �al ; � i A J �.•_J.� �_� � � 'a � y"�--==�.�.- ( �` � � O R�8'AGGREGATEBASEEM CLIENT i� -I � ;� � _ -J�`1� '` �. J�, �-�`� — — C �-'' I SEEDETAlli/C5 PARK NICOLLET ' ,�J � j � � STRUTHERS ( I . . i � I ' . B 7 ��` �y, �� C.I.P.W A LL W l S T O N E V E N E E R ` �Jf`�~' ;J s--. I I i I�'., 1' i ��7 ' �'-./'.;J � � j � � SEE LANDSCAPE CS � S �'� ` �� NEW BONDED AGGREGATE PAVING i OVER 6'AGGREG4TE BASE Ii I � ~�`';_�. l� "%, I r � ..�-� { I I � PARKI N S O N'S � C. '�\`�J `�.J� � � ,. ,� I \, � (� '' \ SEE LANDSCAPE PLAN � �� ' I ' I � / �I . � I m NEW4'CONCRETE CENTER ; —I � I �ENCH. . I I �\ �� —if_`:` e' e(/��` � I L� OVERGAGGREG4TEBASE 1,i I t '` I/' /`r . ��_� EE LAND CAPE �`, �`��, �. / SEE DETAIL?/CS �i� j I � ^ �0, � -,� �PERGO STRUCT RE I �� fj� �C r I PROJECTDESCRIP'f10N Ii �/� 1�� SEE LAN�SCAPE � I � W�-IERE APPLICABLE,DIMENSIONS ARE FROM I '::�%. � ` ``t,' ° ` - � � ��a.�� EXPANSION& I I ; ''� ` o e ' — I — � '• BACKOFCURBTOBACKOFCURBORBACKOF �. 'I�,{iM—j,32.T ` r j� J � I I O I �t�_,^� I CURBTOENDOFSTALLLINE RENOVATION iI lJl!V;! 9L4.3 ,;`,�/' — — /i,`— �—�/r�_-�'- � 2 < I , � -�- �— — T C5 3 �� /�I�` S7EEL EDGER�TYP.J I I I I C5 ' � I I I V , SEELANDSCAPE � ; � i`� �`'' ' I! �J^� I Cm' GOLDENVALLEY — I 1S Y I` °- TAPER RB HEI � I � I i � 1 1 � � ` ' ' �i I ` // 1 5 P A K I N G S P A C S �:, I ' r I —� S T A T E M I N N E S O T A � rJ ;` ��-� '� ° ! � i I � �1'\;,, �� / '� J � �`` � C I I ISSUE DATES � �� r� ! I ( � r� �� STRIPEEXISTINGPAVEMENTAT9'STALLWIDTH,NP. � 1 PARI�IG I I I I ��L�'�.� cs 0 SPACE �-'1_.�.jf.� _ I / 0 � � � � � � ' � I i � �/ �� o j -i-,� � t - � �" �� ':�;�ti � �`�� -< an�s mmsrmis /' � - ��4 � I ; � I (� o \�j; �� _L �� . � ��' �'� , --�;\ I ` wwc o�wrioN wre �,�;. � �,:� // �} I — ��- - �� — - - - - - - - - - - - - — — � � � < T ,,ti '�� i �� C PROJECTNO: 'IZ'I4B'I4M1 � �� —�',�;,u,�— �-\j — � � / . — � � �'I� � I � DRAwNBY: PSM `c;� � 1 SPACE I I ( , `� �\ � ;� � I - —. — --�� CHEq�BY: GAB/Iff2R " � ��"`�, � 7 �� '� � C COPYRIGHT: �- — — . \ � � [ l; "�.�.�.�mm��,�,�.�...�„�. � � iZ � 0�_I .J \�\ I� , � 'j � 'L .a��,�n b°�a"��",'��y I � ` 'Q,:l ti�j.� e \�� Z'i/ '� 7 ., I — —,-j— _ monw��.„� '�.."�ae. ewn. ` w= �-�� , ) v •,� �jT�� - _� ?�- � ` � �'--r✓ �r i' _ oRn�nNcnne ,/%i/// �' �� - -�- ; 1 , �l��,�1�/ � ; -� � f ' � � I � ; � PAVING PLAN �-+ �- ALTERNATE NO.1 � � � � C'" ti � - -�- � I - � �//-7/�-/i� I r - I � f ,//��/�� ' � ('� � . I ��/�/.,i � � — -- r.— �i — NORTH �� !, �� , �'-� C2.1 � � � - � � �� ' �jT� " i ,� l�� • I I ' I - - - � o s ia 20 i � - SYMBOLLEGEND NEW 3'BITUMINOUS PAVEMENT r E A P C � OVER 8"AGGREGATEBASE --- - SEE DETAIL 1/CS _�, —�_-- - munm � NEW BONDE�AGGREGATE PAVING ..... � _ '_'_ � OVER6"AGGRECATEflASE ��G��- � t,�:' _: - � �a� � �� SEEL4NDSCAPEPLAN I 1 "�''"-u^ �-- �"� � �� I E� St � � NEW 4"CONCRETE � � : = u -� OVER6"AGGftECx4TEBASE '1 I� 1 i 1 I i� l SEE DETAIL 2/CS l' I o d o (.� .,� mE 707.250.1716 Fnz 701.223.7983 �� ' I ��. ., �,,\ . i '•� 118 W Maln Ave.SulOe 0.Bismarck N�SB501 WHEREAPPLICABLE,DIMENSIONSAREFROM Ii + s"jQ f� eACK OF CURB TO B,4CK OF CURB OR&4CK OF �l �`�1r ��''d C+mtl Fona 1m Fa�po rm mnurzt HD . CURB70ENDOFSTALLUNE. I�.• i� �I I ��a � 1 �N� I�� I�� 'i e.�+ryw a.o.u�...wc , q , �.�u... �� ( r � � �y i ' i !; t I � www.eapc.net � J � �I' � I I —I� � y I j I e C I'� � i � � ' c ' ��`� `i � � I c� �� i t �t ° -; ° _, ,; �; Larson � � _ _ � � —{I- �?�7� � ,,� � _ _� � Engineering,Inc. �� l � -�L �� 3524 Labore Road I !s . f �� I I i %;-'--r�� '-�, i� i L xr -_ e', - C.J:.?� . --_ WhAe 8ear Lake.MN 55110 I . - : � - - � 657.487.9120 �I � . !•' 651.481.9201 . �� ^ F.' ;�� I , � ' ! I ' � � I ,��i'�-��:� � � Q www.larsonengr.wm �/� NORrN OOzot�in��n�+a.m�ai�ym:re�a. c�_� / . � —.l�i j— /F ' �J- / I �j I hereby certify Mat tln5 plan.speafiwhons a � ��' - - I , � � � 1 �-1� rwP�sas prepared by me or under rtry drect � KEY PLAN v ��amniamae„iyiKe��e �J ` � 1��^ I �, � ProfessimalEngneerunaerttielawsMMestate — —�J— — —�)— — i I � r � . NOTTOSCALE of Mmnesota � ��:�r.j�J� `r f � ,��,I ' � I � �=-r ,� t I /- �- GL-�Ol� �Vii I �1 : C �I� �� - D E C K �G�- \��\ fV , I I I I i i Gre9 A Butl�al.P.E � V.: I � I_ � � � � �..� t� \ � Date.0202.75 Rep.No: 23793 ' ! � �J— — I � � I ; �.� t �� '' _ � � � � �_ I`'�' �J '✓ I � � I I'. I i � � l ��o � � � CLIENT `J � , � '� ' ' �, O� �� e �'�' I �' � � '' ',` � �^� I � — — — — 1 /�l� = � — —�— STRU H'ERS LET � —r1.— — i � � —�_�� Y —i. I� I PARKINSON'S `t � � \` � �—� i I I � �� : � � I `\� `\. 2 �PArE� � iI, , � '�� I -�. � i��`• �',`~f � I � CENTER � � `,��, '\\�� I i �'�� I ,.� (.� I � �i , � : .`\ '...\\��,,, I I � l.�l � � 1 `'�j. ' 7 I �\�, /� PROJECTDESCRIPf10N � �,I ,, I ��—, , � �.',�� :�/ -�. J `I%- — — ' j 't•,.--.r I EXPANSION� . I I cor,T�N�ES�oew�u,c�Noa�.,P� RENOVATION % /;i� (J, � 2 SEE GRADING PLAN I I! ' � — — � I CS � . CS � SEEEGRADIN PV+N� ; � - - - ALTERNATE NO.2 ✓ I I I � _1 - `;`�°;, � I - - - - - - - ,/ - - - - - - - - - - - - - Cm' GOLDENVALLEY I��I� � , ` , � I� ' ` I I sTn� MINNESOTA I I — — � gTMP. � I. ' 3 �'.. _ �I � / °� 10 P RK/NG SPAC S C5 I I I � I ISSUE DAiES I I � ��„�� '� y� i i � � � I,f" ``,'� �``� � � � � � �,��i . '� '.- �. ' � �' , � �`� � �I Y� r �-�f' � I��- — — � S PA CES — — - �7 ( �' `F ,� �-� � ) , � � � ';� >-- F � � �2 �,� _ � � I I 1� `'r�/" � �--,` _ �'. (' � ...; , �� i J �Z�� ' o i � � � � � � � e � ti i � ,�,,�r i�Vt L�L l'-- j �� ) ` `U � I .�`�_ ? R,��4=9314 � `> > _�5 l. ti � � R!. r � ` �1 �lV��L t , f`��,%��} - ' ��1� . — l 7(N) � � «ncanu�r+rs mmsm,s I � �q2s � ` � _�,� ll`JV. 915.6 a-f�%-�r� � I w�ac o�rsvna+ o,�re � o O o , 2 � `�--� E�°�� . —t�- . � I �; CS I�r-�� r� ) � � `----�, w� � I Dw,wN BY:o: 121 P M c- � �� 1 � �., � � � — � �t � i��z . �.� , f j BENCH,TYP. �` �. �. I CHECI�DBY: GAB/Iff2R I C.LP.WALL W/STONE VENEER e�,, � ) ' �0�7YP. SEE LANDSCAPE �� • Qj I SEE uNDSCa.PE �'J � '"j Zrc1 � I COPIRI�HT: �,�M«„a�..d>... ' �`�) ti ,`' ��`-_'-`J''�.1` r� . � � b°'.�ro.n�,w,.�.�c�wm � . �� — � — �.��ry ��a��: I °-.b �,.;�.��. �y�� " � � � _ � �..� � _ � � � � � DRAWINGTfTLE /�� ) ` `� �'11�f� _� � �� — — �"'��I`� � � � � � � � � � � � � � � � � � � � � � � � i-a7 ' �) ��) PAVING PLAN ,( � � ALTERNATE NO.2 �ti✓� r � � �� — " `t,_J-1 — NORTH ��.� , o s io zo -.. -•-<�� . ��,,� seROCKCON§TRUCTION � COUNTRY CLUB DRIVE �� LEGEND cs �MR4NCE � .�� GRADING NOTES � -=y �� -�_ �_ � �-�. �-- G EAPC ��°o, � � 7. Tree protection consisting of snow fence or ufery fence installed at the -----950----- EXISTING CONTOURS - / / ��I:\ �°? o'��„I /j �-�` drip line shall be in place priorto be nnin _ �no- gi ganygrodmgordemolNon 'c �� f i ` workatthesfte. ) � __��''` �...y�.y fi� --"'-�--�_ 949 PRO OSED COMOURS-MINOR W ERVAL i� �Y -�,��_ - - � 't � � - - - --_- 2 FUlelevalionswithanasterisk ----------- GRADEBREAKLINE _ �� - � � � j„� � (')shall be field venfied if elevations ` �2' � i �j ��I L�o. __��_`��,��ST �= varysignificantly,notiytheEngineerforNMerinstructions. � GRADESLOPE [��- , � . � F -- r--" � � - �� / f �.. ( � � � ��- �I� -,�` �}�'c�-�_ r _ f'ss�. '_ - - �"}-�.«- -'� r� � '� £y3 �� ' � 1 -=-:�i�i j�i� �_3�.3�'� 3 Cxadesshownin a dareasre r - � a o o SILTFENCE � lG � �_"c- � . �� \ � � � � � �_ [ p ve p esent fin'sh elevahon � , K _ \ ) :)�i� ��--r� Y3 �..� � ��~�'�� ?� �'T-��-i 1 ;'x�t " �� ..--1�:', `� � ��' � ��'� �'��.J �%'� / - 4. Referto landscape plan for restoretbn requiremeMs RIP-RAP/ROCK CONST.EN7RANCE � �: �-j� ��1 _ '�j<' \ i� -� �, �� o �� _:��;-.,, ,�� ` 0 I ( ' \J , .� � �-� t- '.�.��r1 . ��'''''' � l � `- o d o � � iflE 701158.3778 Fnz T01.223.7983 r � � � j �, ti _t (�a � 5. All consfruction shall be peAormed m accordance wRh sla[e anC bcal pp--�� '}i � i �� i ! �y- .� INLET PROTECTION I �� , �_, .I T J F'- :f 1 118 W Main Ave.Suile A BBmardc N�58501 I � Ac� � ,� ��,L-�`�� sfandaMspecificationsformnstrucGon. i �� )� �/ /'\' /�/rli� 5 � 3 J � � _ �p - F � �1Q' � 1 � � ��9 S � � / , � i�'t��_ '..`}-- �/ / �,�( �� f ��y rt��,� f��1 �i,�..i- � v� I _ � .i c�wr�Ho �.ww �.�em (s1 I � � � , � . r �- <,,`(� 29� CONCRETEWASHOUTSTATION , -3-� ,�,,,o„ �:I Y�vnHo �ctND Nvwkavr �I ,/ � ( �� a,;r 3.;��a L � ��/" ��e. � /, �' I \ 4` �� i � 1.��J �i, � � _ l i e.�:q uN �e�.e.�..uec( /_ a� � \�T' i .1 i I �'� S 1NV �2�5 �i�, ,;�,_..c��1��__i-� i� Y" f,.,�l �I �•� I I ,e.,..a.... � . ��+. 1 t \` _ ` __-' . I \ � \ -I SPOT ABBREVIATIONS: �q . � • � '/,�� i = � % 9500DTC � j t j \ �' i � �� L :�i ( � � � I TC-TOPOFCURB I i i I WWWRa Gnet � /'f � 1 7 999.50 GL I { ., P � f �r r� /) GL-GUTTERLINE � _ 1 I'o'� / � J}�i1. � f-" i �,7 r� �'.1 \ 8-BRUMUNOUS ��.�' �' � g;� ..._��,�"i. � I /� � (': i/ %�...�) I/ I .:�#� `�) � �� (� C-CONCRETE � � I _ j (:�-; a. ._ �", ( � � �� / / ��I S � f ;✓ ____�- �� 4� � / � � �tiJ EO EMERGENCYOVERFLOW I�'-� b g - ; _ �;� Larson i i -- r �� 9 I � �� %� 1 TW-TOPOFWALL ` �� / / _ _.`I � ' I 4 ��"�/ � I / I ��1�v ,�,��`f� I I:I'-, �i__ BW-BOTfOMOFWALLIF/G) �3 � �� ' _ �x . .� _._ -�� Engineering��nC. I �Y' � � �y 7 ��__ u '1 � t� � / `'7 � . I � ( M.E.-MATCH EXISTING ELEV. _ - � � • ' 3524 L2bore ROBd tf'�/ a / I�,..i� ,,� I i�.0` _?..3 � � � I f �.�'�-.�.f'� r� ('I-EXI5TING TO BE VERIFIED I I � L � '' i __ -"'.-'�`_ -' � � / � ..` , � /� \ -� ,, - - ( i '��. , '+- ,� -- ^�,v� White Bear Lake,MN 55110 , '� _ - / 933.90 TC• j`.. ' I '' �.` I i �. � .,,�.�� ., Q 657.481 9120(Q 651.481.9201 /� r�� u yJ. � �/� / 933.40 G�• 'E'B� �b -� www.larsonengr com � I/� � I ` ✓ 932.35TC/GL' � �r � V� NORiH ��i4LarsonEng�neenng.lne.alrv}tlsresmM. .r�,i � �� + --\ I � �'3� � _-- � �\ � / I hereby certiy Mat tln plan.speafications or � J - � �` ��;� report was prepared by me w under rLrect �J, � !-- !1�l`� �-'_ '�, ,`�. - � " 3j. `� � KEY P LAN s pemaon and that 1 am a duN Lcen d I ' -�., -'-�� / gmeerunaerthelavrsofthesfate �� T��•. �� 1 1 / Profesional En �J, - I � \��?: •n/ '\ //- '!I 93280TG' , i t �i` C I I � / ' of Mmnesola � I - ' � � / NOT TO SCALE A� 932 85 C ^. � 932.30 G�� { /' � // I ��;/ ��C��,. -W- ' � t � % ,�C� /�� ..934.40 GL � :]j`:J Ij I .� `' -�� (/�-LLGe..l� � � � I. � �(� I ti ��.��L � �. '�-�` � i _ _ 1 '1 � Greg A Buehal�P . g' _�__ � '�� ` � 'n ° � � -� j �'i � '��.: „ � Dale.02.0215 Re&No.: 23793 II // .� ? ��,�//////.� ��✓ ��'�_ - . y�� 1�,. � y �7 �1� � �'' � . � ,(/�� ; �� `��- � `�- �j , �^p ; - :_ z � ' �'i;i EROSION CONTROL NOTES �'� (}/ �.I �n I . �I " . J 933�SUT.0 �� I + /` �i y3`j�/�r%�� 935.tOC ��' -��933.SG ;y g3gpp� /� � ��-I �. �erandCantractorshallobtamMPCA-NPDESpertnd.Contractorshallberesponsibleforallfeespertainingtothispertnit The PARK NICOLLET I � �� "� � = i�,��ii�� `,.\ , _.,_ --� � i„ II SWPPPshallbekeptonsdeatalltimes STRUTHERS i � � � � � 2 Instailtem ore eros�onwntrolmeasures Met rofectioqsiRtence,antlrockmnsWctionentrances PARKINSON'S '��J/� I -- �_�� ?I ^ �\ lI 1 � , I I- I � - I excavatanordemolmonworkatihesRe. ( D )priortobeginningany CENTER I� �� J 3� � - I � 4 S{' a' � l -�� i; I __�_ I ' � 3 Erosion control measures shown on the erosion control plan are ihe absolute minimum.The contraGw shall install tertporary eaM f' i I Ekes,sedimeM traps or basins,additional siltation fencing,anNor disk Ne wil parellel to the contours as deemed necessary to(urther i� � - PROPOSED ADDITION � 934.00 TC. I '.�� I I ��I � -y �� MAM FLOOR=935.10(ARCH 100') ! �'l � ' I 933.50 GL ��: �� crontrai erosion.fJl changes shaA be rewrOed in the SWPPP. . � �///''�� , . � ,j; r��/TJ ' J-��7 PROJECT DESCRIPTION � _ �� i�� __ � ..�m��,: � , 9 30 C j/////�� i�/��i i 4. All construc6on sde eMrances shall be surtaced with uushetl rxk aaass Ihe entire widM oithe entrance and fiom the entrance lo a '� vytl/ ' � � � �/� pou�t 50'i�Ao ttie rnnstruction zone. � �/ 7 � � �-- � � I � l� �ti, � � /J�i11�1� '��; /�'� " ECXPANSAION 8� ``�� - � �'�'j ..r� 5. The toe of the sitt fince shall be trenched in a minimum of 6'.The trench backfill shall be compacted wiM a hbratory plate compador. RE N OV�yT�ON � i EUILD%PJG PJO. 6707 saa.3o c �'' � �� J � � �'� �' - � I � e. Atl grodng operabons shall be conEuc[ed in a manner to mmim¢e ihe potenhal kr sile ernion Sedime�rt control practices must be � I'_'�\` _ j a I�� LnUf�T/7)' rLi_J� Q.,Q('.,/E j �i I I�' - � � i �j � estabfisheA on all down gratlieM penmeters before any up gratlieM IanC Oisturbing activNes begin I'. �/i� �� , �� 7f� �� 7. All exposed sotl areas mus[be stabilizeA as soon as possible to I mR wl ems�on but in no wse later than 14 days after the wnstrucGon �� 1%i�- - _ � � ��1=� � �!°� � � acWRy fn that po�tion of the site has temporari or rmane ased.Tem ora stoc les wRhout si ficant sitt,day or o mc - I � _ ^\ `� I �.,'�. . ' ' -��- �� N Pe �AN ce P 7 RPi gm iga componeMs(e g.,dean aggregate stockpdes,demolition conerete stockpiies,santl sinckpiles)anE the construcletl base componeMs of i�• ^t �� `1\ - I j � �G �-_ � � roads,pa�kmg btz and smilar surtaces are exempt from this requirement I .�_, \ � f , � ; ,�L`I :� I j �._�- 33� 8. Thenortnalweltetl nmeterotan tem ora or ertnanentA2ma etlM1chorswalethatd2inswaterhoman C� GOLDENVALLEY I (' 9�� ` t,� � �� -T cons W c tion s de,or d rve rt s w a ter aroun tl Me rte,must be stabil¢ed wBhin 200 lineal feM hom ihe ro 9 PO�on of MeD I/ �.,. �� I '}' � � , `` � ',I 4n p pertyede,orfromthe ointot 1 � ' __/ ` �.,i dscharge i�rto any surface water SMabAization of the last 200 Lneal feet must be completed wMm 24 hours aM1er connechng to a surtace water.stam�aaeon otme remainin STATE MINNESOTA I��;� , � � g3q.gp�• i � ��''h -I I yj� Z \ g portions of any temporary or pertnaneM ddches or swales must be compkte wMin 74 ✓� � �� M.E C • I � I W �jup�� a tlays aRer connecting to a surface water and cons4uction in Mat portion of Me ditch has temporany or permanently ceasetl. 1' I � `/ 9sr � � ' 93.40 C 4 r'I -d ; ` 9. Pipe outiets must be proviCed with energy tlisspation wifhin 24 hours of connection to surtace water. ISSUE DATES i ` � \/ ( � I I �'�r' ' �-- � \��, I 1-� �� O� ��93.30 C j�� j 10. All riprap shail be mstalled wdh a 6tter material or soil separation fabric and mmply wiM llie Minnesota Department of Tansportation ll �� ; / � x 2 I StandardSpecRcations. � � p. � i - � � t �� I �- � �i = � ? • i,`I� / -v 11. All storm sewer catch basins not needetl for s�e dainage tluring construction shall be covered to prevent runoR hom entering the storm 1 �� - � " `� i 4 � ;• I _ '-' � �Y;., sewer syslem Catrh basins necessary for stte dreinage during construction shall be provi0ed with inle[pmtection. I �,� ' � 33� ?� �� -�� :� I I 1� � 72. �n areas where concentrated fbws occur(such as svales and areas in hon[of storm catch basins and intakes the erosion control � '�� i � � _ /� �_� `�,,� I �� r ��.� � � � �-� ` facilNes shall be backed by stabif¢ation structure to protectthose faGlitles Vomthe conceMrateC fows. � . . I \ . ' , �, � .� -__ ' � �-i grea i � �: � � I I� n - '� ��,1-y:�; � I I 13. Inspeci the cansWction site once every seven days during active cnnsWction and witliin 24 hours aRer a raintall event ter tAan 0.5 I �ti �' _�/ _ �Y �"��:, � z-, ' ,fl{y •_, _ __�_ I � i��, ��1�, mches in 24 hours.NI inspections shall be recorded in the SVJPPP. I 'S\ J� i ' ,, �� i �( <�/ G E r K t.;��,f / ��/i 14. All BMPs mus[be repaired,replaced,or supplemented when they become nonTuncSonal or ihe setliment reaches 1/3 of fhe height of I � ��1'�- �I -�- II1 � ' .I I 931.42 C �� '�. -�-��^ �� the BMP These repairs must be matle wi[hin 24 hours of tliscovery,or as soon as field contlNons allow access.All repairs shall be I �;� r � � �� pry ,��,, i �� 93150 C ' � M E B•I y _i � ��/ re w r d e C m t h e S W P P P. �/ r-r� '/�-' / 1/ `+�� ' -J__� _�' � 3 �I �� 1 5. I ise tl�me M escapes Ne conshuction site,otFsite accumulations of sediment must be removed in a rren�er and at a Requenq sufficient C(iYCOMNENT3 OLD67D75 I <<� �� \`� � � / [o minim¢e oR-si6e impacts. Y \ `ss�i { 2$i'ACF ��. . � � .1-. / ~-- ��w / �� ; I ��'. 1 /J -L / e� � / 11APK OESCRPPON DATE )� i .�� / / �. B� - � / �'rv � � 16. Atl soils trackeE onto pavemeM shall be rertaved daBy. ,1 931.50 TC // / � � . I� ` \��932.00TC 931.00GL ��✓ / � � � I � � ��/ � f �� 77. All infittration areas must be i s ctetl to ensure that no setlimentGom on oin construc,tion acti" '-,.I.�/ ` �i ! -- / � n pe g g vrty is reachin the infiltratlon area and .'•93 Tc / 9 PROJECTNO: 12146144 931. � �s- � these areas are protectetl from compaction due to construclion equipment driving acrossthe infittation area I i� �j�'I �. i // M.E.B• �1.50 GL' r� - 931.00 GL J��- / Y��,(/�� ' DRAwN BY: PSM j;f --- ,� a � � �e% .j�� i 1 8. T e m p o a ry s o l s f n c k p i k s m u s t h a v e si tt fence or o t her e Re c 9ve se tlimeM co�o ls,an d cann o t be p l aced in surlace waters,including I� / I "J�� / 931.05 TC i ��.�'/ �� stormwater comeyances such as curb antl gu8er systems,or contluAs and tlitches unless there is a bypass in place forMe stortrnvatec CHECf�D BY' GABIKRR I�� I � � INLETPROTEC710N, /i 930.55GL i �C 1 / j`/// � . /�,�i I �i� � / C5 G l I 1 I _ r. �, .- _ x��l// � 19. ColleAetl sedimeM.asphaH and concrete milhngs.floating tlebns.Paper.Plastic�fabnc.construction anC Eemoldion tlebris and other ��'ft�Gf{T: �' ! / g3 .-ea�sa rc .;r � � _0�9-- �� ,y��,�(�( vrastes must be disposeC of properly an0 mus[comply wilh MPCA disposal requirements. um��,q��w,,,�,��Ke„d.,,,d,b,y�, c„ �� I� � _J 931.70 T' I ,� � � � j 930.70 GL'_� 6 -----� ��i/�� 'y,1 � w.w�w E.x�o-a,mw w 1 93120 G� ' / �� ,.4^ .CS� __y�7-� l� v s � zo. o�l, asoline, � � g paiirt and any hazardous substances mus[be property stored,including secondary wrrtainment,lo prevent s Ils,leaks or �p��n w amm.'�R�-�w.me�e�m��"v: ,� - 1-J�I j J, ' I e,.00rc ' ( ,�'Y % �i ar � v� I .� - __ �S�ET F�NCE,fYP._-- i i i `�'-% other tliseharge.Resirietea access ta storage areas mus[be proviEed ro preverit vandalism Storage and tlisposal of hazardous was[e I � � � ��„ � I 930.50 GL � �-SZ° i � / \� � musl be in com fance wifh MPCA re lations. � I��' �� I / � / i-°25--/'�iJ�j� � P� 9° �^ /� 3 � � DRAN7NGTfTLE I ��s � � 'i ' � � '; ,' 'I .'.�" . _2__ 930.70 TC(EO) �� / �9ZJ ��/ � ��t �.lg�� .2� r�1� �� 21. Ex[ernal washing oftrucks and other construct on vehicles must be limded to a defined area of the sde.RunoR must be contained and � �y � ��- -6'�SPACES -- '�f � 9302 GL �� y _ � >.. � �� • �J waste ro e dis osetl o(No en � y�Z �� 1 '�l � � �N``'�"/ ''� �/ / � �n �_ -,\� ��Y�,1.}''./� ,' � y / - / P P rtY P 9ine degreasing is allowed onsde. I �`--.� �'�"�-�,� I 1 ' m Q7 Sy L�Y�tGL � � �" � r!� '�" W � � / _ 22. All li uitl and solid wastes enerated b wncrete washout o rations must be contained in a leak-moFcontainment faci' or I i - - �-`./ r"'� • � krn;-_-, ,„� / ��` �,�.,•,.( i _�� a 9 r ae a �r GRADINGAND � _ -_/ -j� � /� �� . � ✓ � � / / impertneable line�.A compacted clay liner that does not aliowwashout liquids to eMer gmund water is considered an impertneable `z�, � i%u - ��o . ,--�Z j� f / � linec TheliquidandsolitlwastesmustnotwnlaGthegmunO,andtheremustnotberunoRfromthernncretewashoutoperationsar EROSION CONTROL PLAN � �\1 ��9J� �i�� LL`��i-'-�o / "�cG ��T"✓�-/ // // / � i areas.Liquid and solid wastes must be disposed of ro erl BASE BID p p y and in compliance with MPCA regulations.A sign must be installed � � �t ]� / � � � / adjacent to each washout tacility to infortn concrete equipment o t rs to util¢e Ne � ,.,_ iy3 � f � �]g, /< � )y / .�O / � pea o proper Facilities. . I J � -m m M1� I 1�-. _ l J � /� �'�"`-� � �-� `� o � �P��-J � � / / � 23. U on com I t p j graded areas,all tem re erosion control facilities silliences,ha bales,etc. �, / �., Y ,\\ � �/� � � � � / - / � � j� p p e ion ofthe ro eG and stabilization of all pa ry ( y � � � �� rs�� i�// � � / � � / � shall be removed fiom ihe site. I �� I_,`�,��'- �'��-9��7`� / �''� --- � / -- i � � � NORTH �� r� ��.� � �� _g � � i �i` / � � ��p� / � / � 24. Contrador shall submil Notice of Tertnination tor MPCA-NPDES permit within 30 days aRer Final Stabil¢ation. . ��-.^f'`J � -�/-`t_ . ��/ i93��/�i�i��-- -- // // // �/ i-J/ /�/ /�/ // // Y��O �. � . �� f .,,.-� / /i __;�i =` ��i� __-- _�/ / / � _ � i i _i / o io 2o no J // �-� �� / // � � �� / // .� / /� G EAPC - ��`-�-- , � . � �----� - �_.�. -��__ --__ �s�� -t--.: __ .. - �. -- . I .i `y_- �'�;r'�' �t� � �:�_ . ��iE �� '1 h 1 a`-- � 1 C �'.i � a '1 � � � t I 1 I ?�I . `� � � ----- 4. � � f " 0 5_(. .� T�E 707Z5l.1776 iuc 707.2?3.7YB3 i�M=.92`-�.G � � ---}__ �' ;� - � iiewenw,n�.s�rosas�,a�Nuseso� �� q ----___ , - $-}}}- � I��'�� .7�U.O \ ul - I� Q� � -�±- '� GYanEFwhND FOW�O �ND �/ �. � Q �� \ F ` I" '-��. �.;�- If..; � �'�� o.,,..,,�. 1 �i wm.m�No I woerro I � i i + � �`�,� i ,.4;� " ' , .,.m�..,.. I . .. - � e.xqw a.wn`..,wc ra..imvr ) .�.� <s ! 9," / � + �'� � �+ .i � www.eapc.net � � � COUNTRY CLUB DRIVE �� J ,1 � !�� _ � i ' � i�� , � � , �� ;� � ; T'� �� ; h � � �,�6 � � � � ; o o � , �; � Larson - �- J-----� - 'r - �� l �" j �a`- ,1 ,,,� � Engineering,Inc. � /�� `�' ` � ��rc 9, - --__--�/--_��-�i.i�-_ r� 111 t0 �i �' y � � � ___- ��._.-.'...--� 3524 Labore Road :� I f� ,� -�^.l --��T�� / y� i � � ��`�. - y^�,ve White Bear Lake.MN 55770 � a � \ 1 � �9�__�_ 'i`,r' � . ..�.-Q_- Q 651.461.9120(�651.481.9201 � ' � cjl r q� t ' � ( .�t, i --________,-� } � -��_� q�3�,� -� www larsonengr.com � �.i(�-,- .�r- -- - - -_ r - - -- .� ' ,+� � � ��`-__ V=-�� Hoan� OO soia v�e��,iz a��e�rvea. �. Inereb certi thatthis I -G.45 .,_ �� "-- -� �_ �- -- ---- ' by me or urWer my drec[ 1� Gl.S r J �" �`t � I I'\J i`J � repwt was p er pared �an.spetlfications or I- - KEY PLAN Profe��E�9,�re�wde�me�a„s��,e�e ��, � � - _1. � �. - -_ ---_. _� ' `�ti�, ��m�a,�a ma�i am a air r�e�:ea ��----FALTERNATE NO. 1=s,,� � � � - ' - _�( ' l `' NoT To s�„� of Minnesafa �� ' _'�1�.J ;�_-_r_�-�\-��^�;,��,�'--�� _�_ =9;n__'_�� ° � ``- �- - - - - `� �'� �fx Gc-Q� � J"3� ' / � � , �� L��„��(±j_ ___F ` �_�� _�7 �fF;- � �--�� -.�� `\ /�,\ _ i�� GrepABudial.P.E. Op -�a�� Date.0202.15 Re No: 23793 f,�. � � � � ==-r�� , . � ..� ��J�� _�^F ' - 3�� F5 �4s _,..;��s� a��'c��, 3 �,��'�; LEGEND 9. I. � N -9 _ � \ �i� �i 2_ � i ; � j �� r� { T ��.-�J--_ ��-= ,--,� �� - - � 9�5-� '� � \ `�--� s �`. 'y:: - f cxiexr � .. � i / r� � /J��c��/' y-�`:s�c �/'�� --(_ `�'� � � L'_,'I�� ` -- � , CS (.?, ,��1 ,,�T__ T ---__950____- EXISTING CONTOURS ,�� I - �l I�� .� I ` � �..�~�J ` �? / / Y';. l� Y�. � ��J� ,.� �� `.\ / "E� ��•� I ✓ 950 PROPOSEDCONTOURS- � � , ' � ; � ` - '�� '✓`�� r .. 938 '� � I � SILTFENCE�TYP -�.� \\ _ 949 PROPOSEDCONTOURS-M�IN'ORIN ERVAL PARK NICOLLET l �� ' ✓ � I � � I ----------- GRADEBREAKLINE II I f ' ��' �--r� ''� � ) �`� - � r� �` , _ ', , � , STRUTHERS � „ j � � i a,y I ) �� -1 2.0% GRADE SLOPE � ct-, C \ ...� `�✓'- � I �� 937 `s I � � �J`��,1 � � PARKINSON'S f / d ;L-,_�_ � I -o 0 0 � �_.� �l -9�3F ��•��-�_ �-c'-J .� �� Cs�zo�w ��,1 'r � � � 1 o SILTFENCE CENTER �fl ' J , i �\ � `\ ` JJ �3�8 „ ,saze4c m� :932.508W � `.` \ ��` �n� �J i \�� \'�.3c :'� _ �'�g�'' s3a.iac /� �_ � '� ��\� � '� -! �\ � fl�y �1•0 � I � RIP-RAP/ROCKCONST_ENiRANCE -c1- / I `'�� \�`. `� 'h` ` - 1 % i � 932.43 C f � `„�''� 1I PROTECT IXISTIPIG TRE�. c�\ 1 ,93 /��-�, \� �--�� I � ,`�i�� ',HIWDTRENCH,AND + �Si ~, I� � INLET PROTEC710N � I , � ,'` ,3 � ,� � �i/f� � \Prm�c7Rooi`s. �_��'� r- �� PROJECTDESCRIFTION i 1 1y� �Sx iI�� I 9� _ .� / � � f� �� c� �n`�� -��\ + � �` / 1 7 f; �+ ��' .9362DTW � � ( r�� EXPANSION8� l ,I �:�.��J P!��9 9�324 _ _ �.��' T . �.�� <;a � �93225BW/C � c . � I 7 � � � ��\ J� 2�� CONCRETE WASHOUT STATION � 't � _�� 933.00 C 932.30 C 932.12 C � - °' 1.��_J P � � rl� I RENOVATION � - - -�, - ; I ��, .,�J lPI'✓=524.3 �•�� `- �� i i � \ r's'1 sso_oorc SPOTABBREVIATIONS: ' _ I � - � - - - - - - - - - ' . ._ �� ` �� y' ��,` �✓ ,.JE � 9362071N '::� ��.h �� 932.40C � 932.OSC .I r, � • `` r � 'J.�• _� TC-TOPOFCURB r. � .�, / ��_ 933.10 BW :i.s � / 999.50 GL GL-GUTTER LINE , !GJ ��r� � � .-' ` ,v UE--�-lE i:E 3�ss �� y '931.9 TC � �. � / -\lr�� B-BITUMUNOUS ��-1� � ��-^i �. �� - _ - '� _ - _ - �..i _ ,� � �'F,r `.v.' � � 931.4 GL 1 �_`.c,9 ' / l.� C-CANCRETE ) ''-� j t i 1 `�y � I� � EO-EMERGENCYOVERFLOYJ i I ��.. -!Ji `>> h �T 932 SU TC' 932 OS �y I � , T�j�� . 7W-TOP OF WALL - � � 931.70 TC' rt�� , X ' ' I r' ^): ��; 7 93200 GL' �.931.55 GL �� 93120 GL' (, ;� !�/ � .S I ' BW-BOTTOM OF WALL(F/G) Cm' GOLDEN VALLEY ' ' � INLETPROTECTION TYP. � ! - M.E-MATCHEXISTINGELEV. ( �� CS .\� � Jp�'�,r,r I � rG� �l �')-EXISTINGTOBEVERIFIED STATE MINNESOTA �J I / �`. l�`b' +J I �^ ✓ J _ �� SPF+t��.S > > rt I r�� `�t\.` � ,.b ��/� ,'�,i � _ - ` \ `}�\� �j I �) ��`j � __ � I � I { `` + '� �.- `) GRADING NOTES issueon�s •�; �� . �\>,� y3 ��- O ( � '�.�� I � '�\-----'' , i \e. `� � ! � ` .9 '� � 93�.75 C/GL ' 7� g o fety fence installed a[the ti�' I � / � � r" 1. Tree otectionconsistin fsnowfenceorsa i .a �� y � `9. _✓'3,� � „� \.y� ` �.\.l n� � I -` drip Ime shall 6e in place priwto be ginning any grad'mg or tlemolition ,. ��. `9 `�� workatthesRe. I I��7 . � �.:� ' "+ '�\ ` '9� �?\ � �9 Ix} �{- G- � � L= ,V' 2 All eievations wrfh an asterisk(')shall be fieltl verified.Kelevations � I � M.E B n \ �j M.E.B � �',�� I vary significantly,notify the Engineer for Nrther instructions. i I �' :� � . " 932.50' �, '� 931.60' �� v? i a/ I / �. �`\ I G 3. Grades shown in pavetl areas represeM finish elevation. . �� . . `J�s, 9, � I � 4. Referto Lantlscape plan tor restoation requiremeMs. ��_ - _ 9 \y,.,� � - .�_, �-z 3�Q, � '""" � I _ � I 5. All wnstruction shall be peAormeA in accordance wdh stafe and local �� standard specifications for construction. � I , � N��u;� ,9 � - � -;3 ` ,� � m � .�� \ 3. s � _. j� - / / s. � �? _-�, I/ /•�ti � � �9 > >j �� arrcawerrts m�neno,s I �Y',,(�/ ft .�\ \�\ � JS-Pi `�� \� ��\\ �1. � ( �t.�\�" "'� �� -� L_\\ �\��, a�' �,` J� 'r.,'�-� ..\ ;�./,�._� '.�1 ..�. +L \. � I1NM DESCRPf70N MIIE �� l �� ;�: �� / \, � �, � , ��; � �;; �` I � EROSION CONTROL NOTES , ` � � � \ ' ��, / �. " � 'tj� \� o- �.1� � - �` - � ��+�y�� `,x G __ I r��" ��J �J � ll } I g' PROJECTNO• 121461� � v� 1 �.. '� � - -�� n�3� '�- - SEESHEETC3.0. � � �� -T t�`� '�\� - �� a� � � - � � � � - � � .� -' � � - � � � �', � � � � �I � DRAwN BY: PSM � � �PfiCE» , � , � � � �'' °�� - - -� j _. CHECI�DBY: a ,�y� �-�y� ��.\x `Y 1 9 e a ? , I � � cnsn� - - � I �'z � / 3�. �� ''� Ir � COPYRIGHT: I � T � - �.�.� �, a�r.°'.oc�,"�`��'.m'""�.," i ��' � �� \"i.6� `�_^u� � � � "a�•�,�A.. xa am�w� � �j ,, .� ;.g- 1 1 i ;'; �c=: �� \` � � s � I -�- 9 � °'� �„�;��.: i ¢ 'J \\\�, �� ,�,, � I I tl; �,.�� n�.,."° � ' I `J a� P ��TT/7% '�9 `� �� _�� .• 7 \�f� i � � ,G',� � � DRAWINGTITLE �� - _ JG� C � J � - C' ^ , i��/� ��/ �, !� �, l� __ -_ __ p \ .�_ I' I�� j\ -`�1- ,7y _ n � ' ,' �,�� -- - °35. " � f "� II I --�> `�' ! � I � GRADINGAND � r ,�_ � s �� '�� ; ��.3� Z I EROSION CONTROL PLAN I y�� ' �~ -.-�- �\ I ALTERNATE N0.1 - -9�34,��i� �� I •� 1� � \�, �-�� I , / , .�///, /' � I L , � �; / , Iu � - �� . _ NORTH ��!i� I �. � e � ' ��` ��, ,� ��-� l ' � i i �� l Jl �3.1 I J = � � .� I I -�� '�} a s ,o zu � , �in ,j s. � � i I � I� � - - - .�. GRADING NOTES EROSION CONTROL NOTES LEGEND 1. Tree protection consisting of snow fence or safety fence installetl at Me SEE SHEET C3.0. -----950----- EXISTING CANTOURS G E A P C tlnp line shall be in place prior to beginning any greding or demolNon 950 PROPOSED CONTOURS-MAJOR INTERVAL work at the she. � ' 949 PROPOSEDCONTOURS-MINORINTERVAL ' ` u+�' 2. AllelevationswiManasterisk(•)shallbefieltiverified.Ifelevations ----------- GRADEBREAKLINE ._�� -� � L w+��-----_._ .... ��_"� �. '�� .. � r.� -_ � I�� varysgnficantly,noGfyttieEngineerforfuMerinstructions. Z��' GRADESLOPE �rr �� --• .- _�_--.- ___ ' 3. Grades shown in paved areas represent finah elevafion. fl o 0 o SILT FENCE I i , � ;i�`� S�'-' � F __�^-,.� �� ,. �I _ � � -- � 4. Refer[o Landscape plan for restoration requiremeMs. � RIP-RAP/ROCK CONST.EMR4NCE �i' �� ., i'�i '�1 "- �o-� L- , I ''.. �- o d f �' reE 707Z58.3778 Fnz 7012Z3.7983 5. FUI construction shall be performed in accordance whh state antl bwl � p INLET PROTECTION � '� � -r� � standardspecificationsiorconsWction. j � 11 � �J ;_� y i � �-_� 11gWMafnqve,SUltel�BismarticNU58501 4��1 II F'� �,n, � �� "�I GrandFMaNU FepoNU BlnurttNO r��y i I' �i;T� CONCRETEWASHOUTSTATION e,- � �I wBulonNO wmtla] NuvArnvt �.��J II-'-: I _' ••.��.» � �� 9snY}r.M I Bus�nKwMo I SPOTABBREVIATIONS: '1�� ' � �*--a+M ' I �i�� I 950.00TC TC-TOPOFCURB Ik I + � � • � \ � I(I, I � - - -�'` I I . ,' 949.SOGL BLBINM NOUSE ' I � iFV g�� . }� k � � _ .'�i www.eaPc.net �� '�� . �"�� 1j I C-CONCRETE I J I� � j � I C.�� C.� ' ' � Cij� EO-EMERGENCYOVERFLOW tf � ° � �. � 0 9 ,� � (+ _ ��'u'� Larson 1� \�� 'I , TVJ-TOP OF WALL 4 � 1�+3_ .. 'I � 1 ' � ��\ I �J J � i ' '� BW-BOTTOMOFWALL(F/G) � r f �� / � �\ f'� :. � '- � .. �J � Engineering,�11C. � �- _ M.E.-MATCHEXIS7INGELEV. I� �t� ;,�<"- 1�:l�� :.� _ � �� i � -r ' �-- -�.3,3-'� _ - i i � p��;� . L��. pS -.. G �_._..--rL; --' 3524LaboreRoatl � �� %' �� (')-EXISTINGTOBEVERIFIED � . ff� I � -.,r .:r��- t..-�'` � �� 1� � I / �� (� �_� \ I ,,�:R �_ ,.'o- � .. '-j '- �.C�'�V 651.4619120(�657 481'.'9201 ��V www.larsonengr.com . � �?� / ? �� ir .9.. �I '� � r��-r��iG � Q i �8.. y `.r-,' / I- �`' NORTH ' ` � ' � � -�:- i J QC 2D11 Larson Erg neenng.Inc NI ngMs reserved. ' i,y� . � . � .� �� ; { �/ �/ IherebycertiythatfhiSPlan.speaficabonsw � � r (� I ��/ � 0- � f ��1�� s pervivon and that I am a euy IKensea I y - ✓� - � T � i 9�L.5 �e�rt w�o.�.ea cy m�ar��a�.my d�ecc `( J KEY PLAN P°o,�o�o�, � I L� / , I � i ' 1 rr I 1�l ^^{�' � y .J !1 � �eer underqie laws N the stata �� _fJ_ �- ' I ��j� �� NOTTOSCALE of Mi s ta y � /� /� �Iy(� }� j R��'.S.L�� Vj �i �'(, � � � ,9_ � � �� G i ,� G�--CLGc..%� ' /'� �l �j �/ � ��' `J D C r I/ i ��1 ,��-. � Ii I I�' i Gre9ABuchal,P.E. L ,4(,. \ / �r� {� . �� I Date 0202 75 Re9.No.: 23793 ,.. I � �I�. /fJ- - I �Ll��'� .7 .'R,�� . / r� �' f��` ` �`I _ - - � � I/ q� ,�G�tir `�,� : } 1 �� . }��_ � �. �.A,,��6� � � 2 9 . J O�`j � . �v '-J � �, I �� ;, :� � v�, � �. �!`F '' - `� I � � ��' y i I / / CLIENT �� L 1 c3' i i I . � ,�4..' �-; Q � ,,� � / � J/ 2 �:� _I' � ?`:� { �,� � If� (,,�� y 9� y-r � i�. ' rj �, u = � _�� !il. PARK NICOLLET ( / �, -2 U� � ,:�'�� ' r' t1''\ I I �= � ii��7 �'�_�'� - 9 1�''-i-?,/1"i/:;�,�� _'I �_ �S - -I- -� STRUTHERS r Y �� ,' � I PARKINSON'S ti� ^ - -'( � . �-r � � _ - - I � 't \ . , � �� ' ,��,.� ., ��+ -��'3� � •\ o�''� � � SFACES �i1 I � O � �s-.,i'__,r _,� � � . CENTER ��-. � � � - - ti��.\. �,;..�> >�Y�i � ,>> ��.I�� ' � I � , , I�1- -f- �\ / �i�""� � I �' � i '/ 933.7x I 9.;?.6x 333 4�= �'� � , �j7�t �� I �j � ;7g�: �� `�� .�� .�� '� �s� '-�, � � , �', � ii:sorac = y� � f j' i I ti� '� : �:� '�� / •.�,-- ��, I \� h+ .,� � ' I �C� �\ // PROJECTDESCRIPTION � ;i '/�d� I `� � . / ��- � . , -'� - r'> 9 �� .,�1.,J �``�� `�"?s - - - �.� / �-�J � �, � % ea�. o'� j �,'•�1saT� � I EXPANSION$ �� , I �,; / `;� I , c�.00�,� 931.00C/B RENOVATION _ %r J 'o i �i �J / , i � - � � - -I- � �;; � -I - ' � � �✓�', _ � � � ��,. _ ti = � <�� I , _ � t 93�.� � � .1.= `�; IX' / -� 'I h I �; / / I !�� I :I ��-�� `�' -%✓ y, ��C s3o�o cea � d;�eso�sa c� "`G� _ ` � i / / / � �, r�.� � / -} � / � 930.95 TC , � ; C�(�' GOLDEN VALLEY 1 \�`.`i I - I - - -- __-_-- -- _ - _ I 930.45 GL � y-_ �-� --_ / � I I� / � r C -"- / � �� 931:O�GlB ':(1.� .s+ __ � (' � �J ��, v� I ,11 ,/ � i { ,� � o �1� � ��'�•�- -929-- sra� MINNESOTA � �� I'I � -1=. ALTERNATE NO.2 �/� - �,ai % _- ��'� � - - - - - S- +�t��, 1 � "� � � � � _ � _ � � v , � ' / /{ �� - -G?2 7- '� ISSUE DATES _��. � SILT FENCE,TYP. ` , � I I .�i' � � .9; '� �� -- - -�- 3Q.7QIL ��- 330.BOTC t9 � g � �� ' �I � ��"-1� \`? \ � � � J�r � r~1. / `j 93020 L � � l�,93030 S'aL � -_ __ �ir'G _�L✓ C5}/� I/ / �J_� � � � � - ✓, � � �' 1 f �2r-� � o�'L� � � ' � � � - - - - -� � _ � �,�- ,� / � / I,�y } ' Q,�,� 1 . rr t I I� I I I ��I�" +� �e� ��„ �J�j1�� 930.so ,�4��,_ ` � ` � � ' / � '� �_r-�� `'��iYL--.jL� ,, . l e�� - �,�" � t.ci - - f� � 1-' °� � ,6j 7 ✓L- �,�i r / � ._L / 1 � �� i-�� . t �i -�- - �J 5� �I C / , /�_ I � ,(/� � �� l 1'r � � �� I -�� :,�j J ' G �; ,'�� /�� - ��. - +�r�� r } (�� 1 -�-�� : �'�.� `�� \�\ 931.40 , . ' J � � / / � � + �z. r7�"� � I � r � � �� \ ��- v c,` i,� ,, L /c \ i �� , �.� �j� I��/ ��J� �� .�J �� .0.r r' �j\, l` !_ � � / '� � �•� ��'l/ !� / I �� I \ '� rr - - 'F asz.ao � �;�� , �� \/ �� Rl!''✓1-.�'7.4 g31 ./ `� �`-__-' � ��-�!��' �- . � 7 y E✓ eaa.boc -4--��% -' � � � - ��c �\ �1�� + � 937.48 �INV.=r✓5s"', �,J 9� �� %�`Jj� _ � _ `j / � f � � cmcor�exrs mrosno�s � <-, � �� 0 ��, � � �' � ✓�.`- �. �5m� �j� � , � _ I/ � � ,\ 933.70 `-' �4J ^ !� � }, '�� rJ i� �/ A41RK �ESCRIPfION �ATE I k�j r: j�� 9a3.08 C _�_ `� � �J�I- 3\ V J /��1 �-+ . r i�B,,�r / �r�. / �� / � � J:: �a �� /�' �. �1 � � / �, �, � � �'433.78Cr �� °� � � �� l �� r � � 4/ � J� � � /� � / ✓ I � �- � PROJECT N0: 12146144 I935.40TW '\.� �i,) .� .3'-'. 933. BERM �.�r � � .� / i Jv �. � /.:,�- s a.ao ewic ;.: ,: � �� e�3"°,.�J�� _ _ / �i� � /�� / � " �� / � / ,ib�� -� � � DRAwN BY: PSM � GAB/KRR /L,� � 1 , � N�= � _ � i �'F �i� �i'/ �� / �/ � - // / / � CHECI�DBY: I � � �� '� ��\� �� i � -937_- �� ) _ �Z�'� � ��/ i- _ / � � � I - / � coPra�cHr: I � �-. _ , � �,.°�ry o � ' ` � �' ( � � � � / / ,��.�mm ;„��-.�„: � � � � �, r � � _ � � � � / i �� ' i � �� I / ��rt�,�..�w r ��> � ,�y� � � � / �� / � � � �/ - _ f ,. / /,,Z �.�. � �� i ~. � .�r 1� � � � � j /t� /��.�� 3._�i � � � �.1 _ � _ � _ �_ i � J � � � DR4WING TIiLE� n r} '�� _'_^J'✓ � � �`,� �� !/�� j�/%/ � / -== �' _ j %i_ � / � a Y, , r) ��i ' � � / / / - -- �//, y' -_ -� /� �i /_ - -- - - - � � � ! / / - � GRADING AND � A�_ �7 � / �9✓�� / / / // ��,�,/ � r/ i/ � - - - � � ; � / / EROALOTERNATE N0.2LAN � � ��.�� _ � r- � I � � / / -"/ / / c� �il _ _- - ; / � / (� j �'�J� � � � / - / % � ( / / �E. � . � � - �- � / i / J� � � � � � � � � / L5 / _ _ / / i � .- � � � i i i �+ �9 i / _ _ - � / NORTH C� � � � � � --� i ' / / / �/ � / � J / � � � � j� / � � � � � i � � / �� / � / i- � � � ■ . � � � � - � , � � / % i � � _ � , � ! � -- - ` � � ,� o s io zo � - -�,— � � , c:0!iI�J T,� Y CL UB C1Rl'�✓� � ��r�i; I � �� f '� �� '\ � r i t i r� � � r EAPC �� % I��.. 7PVCFCOORDI W/ALAN SCAPE��. ° l' — — — -- _ — — a I �l � : � "n �- , � � � I S�� ' �M J� � I 1�' ' L r-`�,� „` �, _�--.�r`��-'. �_�_ � - �� c L a il II � �_J�� Y3 C ��T�-^- � �� — �' �� , ` y? '� -` � f � — �, y �: V�1 I �`, I ' h� ' __*t ^ ' , `� f' I �� ' � 0 6 0 � TElE 701256.3718 r�x 707.221.7983 � �� \ I f v �-��C� .;S �� i �� '�'� 116 W MalnAve.Suile0.BLsmardc ND 58501 � � `� i - �- � �� i ,� � ,� � _ � '� \ : � � iC�_ -�'� -�.I . - �-- _ 'i rywr�rm F.w�o e�uts � � 1 ^-f ..�..e _ !'7 N9itlmN0 �bMNU NOMNVi 6"PVC ROOF LEAD � �G , I�•��'1 � 'q � -'I ��/� I�w��G I / COORD.W/MECH. . �� ✓ I � 4 �--F' � I INV=930.10'(ARCH 95') � I I i' I ^ �� J1L I / �_ ,. � �is+' � '- � r_' �� www.eapc.net � �I ! j j �: . �- # r �� i ' ` ' ' ''`` i = � �� Larson ,. o .` UF� I "'. �f £ ��Io" _- -- I (1)4'7'PVCREDUCER ic p 111 �.�r'+J. Engineering��nC. �' i oRpJN BASIN-t / � i �y,� 3524 Labore Road '� i _ E �.�-t- � . � � i ;�'�� Q, v'� RIM�33.10 ii ' �'��_`��'�'�� __ '.: e �� ' Whde BearLake,MN 55110 ✓ � — � i a ,irav��,a-r�ao.�o��_ �� ,� r �0.�-- "" c� ssi.ae�sizo�psstaai.ezo� _I-�'� � � � C '�MV(NV✓.6'�Jz9.95 ,.� � � Q www Iarwnengr.wm I A � � o ? / {.i � � OC2014lnimnEn9oreering.Iro.AOrigMsreserved. �� '' � NORTH 6� � j C�a �J � �nereby cerery ma�m�s pian,sc�meons w '� �. �i � \7 ' t/ ` I, + KEY P LAN `�P rvi oo and Mat I am a duly bcensed I . � }� r r�or��e�r mr mre�t � / A,1 Professional Enryneer under Me laws o(ihe sfate � I �� i I� � _ .f�. _�. .7�. I NOTTOSCALE of Mim/es�ota. � _ � �� . I v-• � ` � � l� Gre9 A Buchal,P.��'_OI� � I Date:02.0215 Reg.No.: 23793 —�i— I �^ �i� � 1 L m �: � � _ `� �� -�.,�' � � `� � '' �� LEGEND �+ I CLIENT -� . /i �: �i � ``-u`I � 1' ] , CN CABLEUNDERGROUN�LWE �^'— _ , �+J�l -� � ' o • J��/1� l I I I O S70RM MANHOLE f� � ..J�_J's a �� ` , 7' O CATCH BASIN f � �� \ S � +� OE ELECTRICUNDERGROUNDLINE P A R K N I C O L L E T � �� i f ,� � r1 [' _ ` �J — — STRUTHERS G J L C K /2y \�'� � � ❑ CURBINLET FO FIBEROPTI C U N D E R G R O U N D L I N E p A R K I N S O N�S _+_ / � /"� m � �� '^f � FLARED END G G NA7URAL GAS UNDERGROUND LINE 1 —> >— SFWITARYSEWERPIPE CENTER ( I : I � �� ' ' � I I ! / �J � CS � i �L'` ! O SANITARY MANHOLE >: STORM SEWER PIPE U I II ( :i �/'6 4 1 Y ,�I I 'C� HYDR4M —T T TELEPHONEUNDERGROUNDLINE .- DRIVN 6/SIN-2 4 —�—�—�— WATERMAIN PIPE � � � I C� ' N GATE VALVE 8 BOX 1�� ti, I 1 � �/, `�, . RIM=931.30 �° � � DRAINTILEPIPE PROJECTDESCWPTION I l I _�f'i INV=929.15 � � � WATER SHUTOFF � �� .�! �� -- ---�=� '�� .� EXPANSION� � �, �� \\ ; --I: � ' � '•.� -�� ,, ; RENOVATION � �� / ��:� - ( ' 2 jF'H('ES ' ' � ucrrraae "t--i I 'i �,' I ! \\� /� � , I �� / e•avc.is��i.is% �� 1'; `��:.:;:`\ j, � � o`t"'"sas"a'�j I UTILITY NOTES �: I RIM=331.50 �� ; I ,\.. � � ) ��.INV=929.00 7 �� .SUMP=925.OD / 1. It is the responsibility of the wn[2c[orto perForm or coorAinate all necessary utility connections and - � � relocations from existing utildy locations to the propoud builEing,as weli as to all onsite amenities. f. These connee[ions include but are not limitetl towater,sanRary sewer,cabie N,telephone,gas, FIELD VEPoF1'FJOSi1NG ROOF COLLECTION PVC UN�FRDRAIN I eleciric,site lightlng,Ma CITY GOLDEN VALLEY PROVIDE NEW WATERTGHT CANNECTION TO INFlLTRATION SYSTEM� J �16�<< 2 All servire connecUons sha0 be pertormed in accorEance wilh state and local stanAard : j5�.F specircations tor rnnstruction.Utirrty connec6ons(sannary sewer,watermain,ane storm sewer) STATE MINNESOTA r. � 6 Q�G' may require a pertnit from Ne City. 3 CLEANOUT-1 �:�� << 3. The contrac[or shall verity Ne elerations at proposed connections to ezisting utilities prbr W any rxiM=e3o.ss• aemoimon or ezca�aeon. ISSUE DATES � SOUTHINFILTRATIONANDSTORAGESYSTEM C6 INV(NEp927.75 I C6 (2)-70 LF,36"HDPE PIPES� INV(N�92280' j 4. The contraclor shall notify all appropriate engineering depaRments and utlily companies 72 hours INV=921.50 _—_--- �NV(E,W}--92i50— ' G� I priorto consWc[ion.All necessary precautions shall be made to avoid damage to ews6ng utildies. i/J ___ — A '/� � � � �'� I 5. Srorm sewer requires testing in accortlance with Minnesofa plumbing coAe 47752820 where V,� � 3 �/ � bcafitl wiMin 10 feet ofwateAines orNe building. �/� I CIFANOUT3 �—�—1� 6. HDPE storm sewer :^ I RIM=930.40• C6 ' (I Minnesota lumbing'm'de4715.0420.6C(4)and47 50540.Cmcludin�AS MD3212Poirt � CLEANOLIT-2 . INV(W,SE)=92420(1S OUTLEn I � I test and ASTM C2321 insfallation prectices.The City requires RCP p'ipe within the ublic Pressure RIM=9372(1•I . � I � �I�I p right-of-way. r � (EYV�9Z�50I A _J '. �" � 7. Mainfainaminimumoi7'h'oicoveroverallwaterlinesanEsanitarysewerlines.Instaliwafer 3 L—————————— I I � I I ` '� � �r 15'PERF.HDPE VJITH FABRIC WRAP,72 Lf 7S SOLID HDPE,4 LF(�O.pp% J � lines 1 B'above sanitary sewers,where V�e sandary sewer crosses over the water line,install sewer INV=924 20 Q 0.00% �i V / piping of rtaterials equal to watertnain sfandards for 9 feet on hoth sides and maiMain 18'of I I ' e � �s uparation. Y� CB-1 . I I I I '' ��,` ��t RIM=93020 8. VJhere�'f.'ofcoverisnot dedoversanifa sewerantlwaterlines,insfall2'ri iA o s rene GiYCOW��MS 01A6N15 Cn c o e ��O �� \�— r} Provi ry 9 P N�Y G �' - - -�� r—� � �a 7 C6 S�M Zp yp� y0 � \ �� \,� � insulation(M WDOT 3760)wi[h a Mermal resistance of at least 5 and a compressive strength oi at 6 r��'�``� � � '� 1( � \ � Ieast25 psi.Insulation shall be 4'wide,centered wer pipe with 6'sanE cushion belween pipe antl � p��q�p�pN �� I I I I I ,� t `N i=-�_�� r S� JJ4s� / ,- ' � 1`.�� insulation.VJfrere depth is less Man 5',use 4•otmsulation. ` ,� � � `L. // �� \' �� .��` � / �. � 9. See Projer,t Specifications for Detltling requiremetrts I ) e 7 �`r, , 1� E�:. Ci��Y i�.EL L r�``��"� v s$� , �a ` � - � � 1 J� P R O J E C T N O: 1 2 1 4 6 1 4 4 � � f/ . � Pli�✓I=9.5 J.Q � �. Fes-i �� . `� DRAWN BY: PSM � )`} � �iNv=sza.00 J'`�- �� l �— CHECI�D BY• GAB/KRR `t� "�•, iN V._`� �.��,1) . ,� . ,-�- �-�� ' l�V��r 915.E � �,`�, cs coPrwcHr•. � j") w��.�,'��,�.�,�.�.b�.,, ��`'`-`..Iv e � (FIELDVERIFYDRYWELLCONNECTIONSANDDEPhIS) � � . .�,m.urao��ewc G�� ,f o �s�.��m u.�nIX ..�u .� }�j m��.m�n �....�erob.�ie'wro v: �. ^�`� �� . � ��,I'�� 4 1 _ � Q � � T / --t`� � DRAWINGTIiLE �°�° �� ,�_'� �� j `` � — \�`r,�` � � � � � � UTILIN PLAN � � — % �p — BASE BID � � -, �� .,�_/ �J � NORTH � C4.0 � 5 ,� 2� _� , I�: EAPC - , � � r� �� °� - _ _ _ . , -- �,_.-�-� _ , - n . I_ I I '�",.;>k„-3„r�;s ' ..�,�°� ..�_-�. ��I' �� r r c _ _ ` Q I � ��1�h j� .�� --- ��:, �= I� � o a ^ 1' m�701258.3118 Frx 707�73.7983 R!�^1=92�.J � -------- �J !� ��-;;ti � ' 1 118 W Main Ava.Sul�h Bismamk NO 58501 !;��,�=Q�B.o �, -----_______ - I� ' 'r� � T � �� F+�NO a�� C <�1�:.� � I - I T6 � � I . „"" -.ii g�yYN Bu�wlieMO . J `i I�r1� �I.' .-=�` � , -f-i- i vmc�rio I woirro I wwmvr �' COUNT � �� - I� f ' - � � RY C L U B D R I V E `� ,� � , � � �_; ,� W�+W�eapc.net i � � r `� rj �_ �, ; � '`��. � ; � i �; � Larson � i �� ,J ' -�_- ----- �,IT------ _ � ' � �L� �; - _ < s__.� Engineering,Inc. C `� .--+ - 3524 Labore Road 1 � -,s �-�-- -=�_�T��---- ` I� � � L! `_____ - � k-� �;r Whde Bear lake,MN 55110 _�.�'� '.:� _ ,,' / II ` ' � ` I'J � Y � ,\ ,/ _ _.,,Q � C" 651.481.9120(fl 651.481.9201 \ I � ----___-- - _ ,.� ='.�_, www.larsonengr.com ', i t,-- ----� �� ' NORTH OO 201�larson Enguieerin9.Iro.AA rigMs reserved. I hereby certi(y Mal Ihis plan,specifiqtions or ��'��-Ga� � I _' ' repartwas�praepaed bymeofundermydreGt n il � ��-k - ��^ KEY P LAN �Perv�� d m��am a a,��,�� ALTERNATE NO. 1- �-. ' NOTTos��.E ��e�o�a��e��de��,e�a„s��,e=�,e � ` r�.- 'r� y�\ � ``��\ of Mimesota. tat I' _ ,- �I+� � - - - �'-�-�:= -��yj--,ac1='- _�-_-_4-- - -- - - � . ,, za � - - - --_ �� y/�,/� /J � I �IrI J. . �/-� � � /' • � � �..� GRS-_'qS GPS� � � /� + ��J MRERED END g, �_� � �Ly'� G�-CLcc�Y� � Greg A Buchal,P.E (; _ - I�' � � y � � �, J�. � / ��/��,� GAS---�_GA� f F, . C��9•50' CS LEGEND Da[e:02.0215 Reg.No.: 23793 i � - � !T1 l �� / � ( � �l GA �` ��r �� Q- ��'� �T �t � � ; ��s�_ � `� ,, � ; � � � � .� =� ,.�� m _ ;�y `- r j � �g� ' I . { � l ' � � .� �;�--�� ; � I � . CTV CABLEUNDERGRWNDLINE CLIENT I _ � � � i ,`-t ��J � } y-, -�-� - �� '' I OE ELELTRIC OVERHEAD LINE � .--•, �, 't I' UE ELECTRICUNDERGROUNDLINE PARK NICOLLET � �, �r 938 PtWJD TRENCH AND�E �' FO FIBER OPTIC UNDERGd20UND LINE � � I -��a { � /�'� � � �� STRUTHERS '"I � ( `�� 'J/ i�-J (`�� -�,�- �g37 . �3,p I F PR07ECTROOTS. � '1\ � � I - - W1NR4lGASUNDERGROUNDLINE pARKiNSON�S � I i � ��..J� �J"-1_/�J � { i I{ � � ssouowc.ze�go.�+% 'v �f -' � �NRARYSEWERPIPE CENTER j i�� L, � .q I � � �' I >: STORM SEVJER PIPE `� � � 'F \ �� ^V -T T TELEPHONEUNDERGROUNDLINE i -'' I�� J ,� � ��I -I-I-1- WATERMAINPIPE � I � /Q, ti• _� � . 2 I m^� ' J �--�. Ji�,j_ I '� DRAINTILEPIPE I,. 1 e � . .., + �-: 1� I PRQIECT DESCRIPTION � / 1. 97'�5 � 4 r � � STORM MANHOLE � �' ,",�+�. 8'PVC 45'ELBOW . `i�. I � �� e'� �( � NOR7H INFlLIRATION AND STORAGE SYSTEM I I � r� ��' O �`RII��=.�'1,�L.4 i/ �0 / ��` �� ll� (1J-15LF.36'HDPEPWE @ I ,l �`�J� � I O CATCHBASIN EXPANSION& � ; I *�Il`I�-�L�.3 � . .�� /i�.:;� ��J.� _ _..-.. � 1��7.� ' RIM-I 32001N� �' ;, ❑ CURB INLET RENOVATION I I , _ \ � _ _ _ _ _ _ _ _ I B INV=929.70 . � FLAREO END � �„ � �_ � � �,� 1S SOLID HDPE,3 LF Q 0.00X :I I I 6'PERF.PVC WITH FABRIC WRAP,15 LF I I I � ' '� �I�` 'J�UE UE UE �E _ INV=929.70(�0.00% O SANITARY MANHOLE E UE � /11�-", I �:6 HYDRAIJT I �'� I N C�4TE VALVE 8 BOX � i I � � �l t �� RELOCATE EXISTING LIGHT POLE I R M=331.55 �� (� rj�'�� I � WA7'ER SHUTOFF cm' GOLDEN VALLEY - I � � 1 �� OCNTE STNG FlBE OPi7C , INV=928.45 / �� (��'; �ti - � LIGHT POLE • � ^ �' I �J suMr-sza.as � � sraiE MINNESOTA � �� 15 PA KING SPAC S r� � I I � � I � j i� � / �N � , � J 'i � �i ' I UTILITY NOTES �SSUEDA7ES I I \ '`. � / � � �\�✓ r!' 1. It'stheres onsibili ofMecontra n �J��/� D 1 Y c t o r[o p e r t o r m o r w o r Q n a t e a l l n e ce s s a ry u ti l i ty ! � r � � � � P H R l 1/l y V �J I connec[ions and relocaGons from epsHng ufility Iocations W the pmposed building,as r well as to all onsite amendies.These connections include but are no[fimi[etl to water, �a�1 (1 �51. ��"1.r I I � l� • �g�� SPA CE _ , I _ sanitary sewer,cable N,telephone,gas,electric,sde IighGng,etn � ,I ' c� 2 All service connec[ions shall be peAomietl in accordance wi1M sta[e and local s[andard 4' I m specificatiorrsPorwnsWction.Utilityconnections(unitarysewer,watermain,and 0 I storm sewer)may require a permR from[he City. I� I � �' � � I 3. The coM2ctor shall verify the eleva[ions at proposed connections to ex'sting utilities prior to any demolNon or excavaGon. � � I � � � 4. The corNactor shall notify all appropnate engineering departmerM1s and u[ility � I � � � - wmpanies 72 hours prior W mnstruction.All necessary precau6ons shall be made to � / u � ��,�.t `?\ I -I` avoiE Camage to existing utBdies. �y�aTS 02M�15 I /I/ i ��\� p �� J �\��! _� „ �, ,�, �---__ � 5. StormsewerrequirestestinginaccordancewtthMinnesotapiumbingcode47t52620 � I (-{j I . �\�. � :,•,1 // �,.\ I � where located wdhin 10 feet ofwaterlines or the builtlin M1NdC �ESCR�IION DA'!E 1 . / '.. � I y� �. /� � 9. � \��`� a � `�� '•, �'� i�� i � . �/ �/ � / � \ 6. HDPE stortn sewer p ping enO fi8 ngs must meet materfah and installation standards � � \�,\ c-�� ` �\�\i\ I � per Minnesota plumbing code 4715 0420.6C(4)antl 4715.0540 C including ASTM pRQ1ECT N0: 12146144 _ �\ � ` ,�, t D32�2pint pressure test and ASTM C2321 insfallation proctices.The Cdy requires I � '�f`� ��.\ II,\ i . I RCP pipe wMin the public rgMafivay. DRAWN BY: PSM ! I � ` \ \ e - - - � _�. ] SP�.�E an I,, j f ,.�� I 7. Mamtain a mmimum ot 7 K'of cover mer all vrater unes ana sanitary sewer lines. CHECI�D BY: GABII�R � , I ��.,�e �^ } �� I � �nsta0 water I nes 18'above sanrtary sewers,where the sanM1ary sewer crosses wer _I_ _ '�� a \\ , e �l � I . -�� I the wafer hne,install sewer piping of materials equal to watermain standards for 9 feet COPYRIGHT: - � � �� a - on both sides and maintain 18'of separation. •u��,�um,.,,,,pc,k,,k,e,u,,,o-,,,,e,o,s � � := O�-,_'f✓ �� ` � a ��y� 1 I �o��vc�r"iv�'c,`i.°""i�m i I G� � Z 7 \�� Z,,� 7 � I -��- � I 6. Where 7'F.'of cover is not providetl wer sanifary sewer and water lines,install2'ngitl ""��"�n an0°°��m°^��+-'^�w�^� � : � 1 �\�_ � �� ' W j; polystyrene nsula4on(MN/DOT 3760)wtth a Nermal resistance W at IeaslS anO a m�� 1��-�: i t ,/ `�,. �� f. <.J `�-�-' � . compressrvestrengthofatleast25ps InsulaUonsha0be4'wide,centeredoverpipa !�,r////j� ! r� \ �-_ � i�_f_� , I - � � with 8'und cushion between pipe anE msulation.Vvhere depth is less[han 5',use 4' DRAWING 11TLE J � /�� 'l � � ��- I of insula4on. I h� � /� J� � 9. SeePm c[S fcationsTorbetltlin re _!� �L-1/L/ � � � � � '-�-,Iv � I -� le Pecf 9 9uiremeMs. , - <�r - - - ,- - - - - - - - I- - - - - -� - � - - -� -� - - -� � UTILIIYPLAN _ C� ALTE RNATE N0.1 n - I�-- -��- I �Ti�/-/i� I -•� ? � I ��/�/'///' � � � � � - - �- '�i'� �-,. i f��'��/: x ' � � � _ NORTH a `�~ � 1� C4.1 r �' ;i=�- , � � _ �. . ► J,-- U �� :� . , � i^�� , � 5 ,� 2a � � _ - 'BITUMINOUS PAVEMENT SFiALL COMPLV . WITH RE�UIREMENTS OF MNDOT 2360. ... E A P C VJEAR COURSE-SPWEA34D8 WITH 30%MAXIMUM RAP BASE COURSE-SPNW8330B WITH NO RESTRICTIONS. MITERED DR41N GRATE NEVJ3'BIlUMINOUS PAVEMENT NARD SURFACE/ FOR INFORMATION SEE WEB SITE PL4CED IN 2 LIFfS PUBLIC ROAD � SCOpF (707�0-0608 REDDR4IN.COM 4 �/hi�GM �� 0 0� o� o� o� o� o PIPE 8"BASE AGGREGATE pS�' FLOW ��ZS!•3178 ruc 707R23.7883 'MATER�ALS SHALL BE CRUSHED 1'-7 WASHE�ROCK --� 116 W Main Ave,Sui�q Bismarck ND 58501 - I I�II I I I'I I I I I I I.�I I�I I I I I' I'—I I �I I—.II I I I'I 'I�—I�� R'E�U REMENTOS OF MNDOT 7111 E GEOTEXTILE FABRIC \C�' II II_II IIH I—il III I I I� I—i� III i l FORAC�SSSG�wATION. /' e"MINIMUM z�M �� F•�� I I I I i I—�I I I—I I I I I I I—I I-1 I l�I I I I' I I—� & � COUPLING �� I�No I�� II II�III iII I'I—II, IIi_I_I .I I I-II,IIL=,1 ��' B":�"" °,.'°'"`""R° — � APPROVED SUBGRADE SOIL i �1 ROCK CONSTRUCTION ENTRANCE WwW.eapc.net / MITERED END GRATE DETAIL s� C5 NO7iOSCALE � Larson BITUMINOUS ' e,.°�°F _� �1 CONSTRUCTION DETAIL cFF~�rr ��° C5 NO7TOSCALE � '��2 ° ��°�. Engineering,Inc. NOT TO SCALE peR yOQ4��4 . VNl'Re Beaf LakE,MN 55110 � � 657.481.9120(Q 651.481.9201 www.larsonengr.wm � QC 111141arson Enginering,I�.AA rigMs re�erved. I hereby certiy ih�tliis pl�n,specifications or '�Fjj r�rtwas prepaed by o nder my direct S(� pervivon and thal i am a dJy licensed �c PF�y PrdessionalEngineerunderthelawsofthestate "rC�O�Tr� oi Mim/es�ota ��2 5/e'SMOOTH BAR(t� y,/� /. /JL Op 7'O.Q EACH WAY Lf fJ ��`�� GregA Burlhal,P.E. EMENT SHALL COMPLY WITH Date:02.0215 Reg.No.: 23793 THE RE�UIREMENTS OF MNDOT 2301 AF MIX DESIGN:3Y320R 3Y22 FOR MECHANICALLY Rp� PLACED CONCRETE h 'F�t0.S10N CONTROL SHALL COMPLY WfTH iHE � REQUIREMENTS OF MNDOT 2573. � CLIENT NEVJ4'PORTLANDCEMENTCONCRETE WIRE MESH REINFORCEMENT PARK NICOLLET � � . : ACCESSIBLE RAMP DETAIL ��PT��N�, STRUTHERS o'' ' 'o a.'o'� o '•o�°o ' �� (PER ADA STANDARDS) ENGINEFRINGFABRIC 6'""^" �-- PARKINSON'S c5 NO7 TO SCALE , C ENTE R O O O O O b'BP.SE AGGREGATE METAL,WOOD POST,OR STAKE. ' �. I��I I—I I I I I I I I�I�i —��I=I I i—�I I�: �MATERIALS SHALL BE CRUSHED 8'MAX.SPACING,2'INTO GROUND. I I I I f=I I � '�.I I I I I�_I�—I �I�I(-1 I� I�i � �—: UMESTONE CONFORMING TOTHE FABRIC ANCHOR4GE i I' I I I—I I I I I� I—I I I I I�_I I�'I—I I I(��_I. fOR A'C�SS SS O�F�MnNDOON 7111 TRENCH.BACKFILL WITH � PRQ�ECT D�RI�bN -1 I I I I I='I I I 'I I I I I I-�I I�I I�i H I I I—' Tnr,�PED ruNan�SOIL I I,111=11 i l l�l=1' I I I I_i I I:I;i l,I I CI_I EXPANSION& — pi�crior+ - APPROVED SUBGRADE SOIL � PROVIDE 3 CLIPS TO FAS7EN TRASH GUARD TO F.E.S. RENOVATION OF RUNOFF �I�I I I I r HOT DIP G4LVANIZE AF'fER FABRICATION. `� 'II III I 1='I II M I II� 1�=1=I ' �I� I III � I 11�1-1_,C FLARED END CONCRETE ,,v,ruwuso��'� ��;��II��II ��II�I:I� y SECTION DETAIL �_ CONSTRUCTION DETAIL '=i1-1_I III=� �— NOTTOSCALE . C$ NOT TO SCALE —i I�'_'-- C5 NOTE DEPENDMG UPON CONFIGURATION,ATTACH FABRIC TO WIRE MESH Cttt GOLDEN VALLEY WITH HOG RINGS,STEEL POSTS WITH WIRES,OR WOOD POSTS WITH STAPLES. SILT FENCE sra� MINNESOTA �_ INSTALLATION DETAIL •RiPw.asrwucoMa�rwirHniE � NOT TO SCALE RE�UIREMENTS OF MNDOT 2511. ISSUE DATES � r SD(7PMIN.) 2• 'CONCREfE CURB AND GUTTER SHALL COMPLY WITH THE REQUIREMENTS OF MNDOT 2531. 4 O WOVEN FlLTER � FABRIC •EROSION CONTROL SHALL COMPLY WI7H THE � O OOOO OO O 8" 78' NOTE TIP GUTTER REQUIREMENTS OF MNDOT 2573. A � O OO O OO O� A SEELFWDSCAPEPLAN W7WAF2DASAPPLICABLE O �Q7�O�rQ�O�rQgO FOR RESTORATION 5' SEEGRADINGPLIW �lJ VvIJ vlJ FlLTERAREA 6S Ff� — O OOOo oOOQ I I—I I—I I I—I I '� SLOPE NEW BINMINOUS OVERFLOW AREA 0.6 FT� I(II III�II ' �'PERFf• PAVEMENT MA%IMUM OVERFLOW 2ATE(Q 7'11EA0) 3.00 GF5 O^ ��o D��O MAI(IMUM OVERFLOW RATE(Q 13•11EAD) 4.00 CF5 — lJ V6L/Q\1 L J �yTyW1A�l75 07A6ROi5 �1=1 L—I I I�I '< �— �Qi r��oyQt i.x0 BASKET WEIGHT(EMP7Y) ��g �I I I —.�I I�� I .��• •° O O � BASRET WEIGHT(Fl1LL-APPROX.) 70 l65 OO��OO�oOQO� ,:��I�I. �I I�I '�_. •. . O �' O Q�^O�O�O Q�O MNU( UE5CPoPfION DATE —r o•� .'a.,o o:..'�o'�' o V J V lKJ : � - !I=I I I � �^�� NEW BASE AGGREGA7E ��O��Op�OO MN/DOTCLASSIII PRQIECTNO: 12146144 ..I i I=I I � p� p� a� oO oO oO �O •MATERIALS SHALL BE CRUSHED - 4 O RIP-RAP � ' I �—I'I 11-1 I I LIMESTONECONFORMINGTOTHE DRAWNBY: PSM I�I I I �I I� I I I 1 I�'�.—I I�I I�I I� I�I I I�=I I I I I—:I RE�UIREMENTS OF MNDOT 2211 y____y CHECI�D BY: GABIKRR PLAN II II II'=I II=II� I :I''=1'_I—III-II I I,:II, FORACussSGaaoATION. ��. i—I ��.— I I�—, 1=i_ —I I_I I—i !— —,I—: e000000 -- �.�.�m..mmam.�r�wma�..bm. � APPROVED SUBGRADE SOIL e a a o c o ��m o� i�a�< o o e e R P�PCLASS III � q�I'�� i �ot �m000 �.<.w�R w��e.wc.�.�mnn.o �0000O° m000q le0000 eeeoo mmV�K�� B618 CONCRETE `_'__�, ��aoo� 'm amo omm�o � � :,,.�;,F;,; SIDE ViEW - �o o m a -__ G' � .j`i>i`~:%'�.� DRAWING TTTLE �� CURB&GUTTER DETAIL FRONTVIEW TT � NOTTOSCALE �REUSEABLE Z' SD(70'MIN.) 2' WOVENFILTER 400 MICRON FILTER BAG M FABRIC EACH BASKET SECTION A-A DETAILS NOTE: INFRASAFE INLET SOOXMIRAFIFABRICORE�UAL � PROTECTION DEVICE (OR EQUAL) c5 NOTTOSCALE �o_ RIP-RAP AT OUTLETS C5 NOT TO SCALE �r V NEW BRUMINOUS PAVEMENT �(� � APPROVED G E A P C 6L1- � � � � � AGGREGATE o� o 0 0� o� o� o� o o� o o� o o� o 0 0�o�o��o�O� o� o o� Oo� o�� o o� o 0 0 0� BASE ' I i,�='�.1�=�� :�_;�....��!-�1�=('=1��—�� -'��=�i�=��: ��:��—��:�=��=1��'��.� � '.�i—�i�=i I_: ��',.— : '�.— — .�-1 ..:._ .— — _ — - I_ '_ — -�;�- I I I I i_� .I_I I —1 I I i I J I I�I I-1 I I I-1 I I—I I I-I I, I I i I_I-'I I I �— � �� I I, ,I_I—:I 1-1 I I-1 I I-I-1_I-I I J I'-1 i I-1 I IJ I IJ I I-1'I-I I-1 I'-1 '—I I-1 I I�I I-1 I-1 I ,I I-1 I�-1 I I-1 I I-1 I I I ' I I!-1 i�-i I I-1 I I L—:I 1=1 i I I '—'I � 1=,I i I I_',1-',I I-1 I I� I � �—I I-1 I-1_I-I I-1 I I-1 I I-1 I i=1 I 1=1 I 1=:I 1=1 I 1=11'-1 I 1-1 I I I I—I i'—�I 1=;I-1 I—I�I I 1=1 1=I'�I I I.I—'.I',-1 � i I I I I:H I'-1 I- = ' ' _ '_' =_ -�i= n+.vNHo�e sTeas sHu� �� 1�.-1:i—I I I-1 I I—I. 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UNDERGROUND INFILTRATION " CATCH BASIN/CLEANOUT � SOUTH SYSTEM DETAIL �� MANHOLE DETAIL C6 NOT TO SCALE Cs NOT TO SCALE Crtt GOLDEN VALLEY NEWCONCREfE STATE MINNESOTA PAVEMENT �- ISSUE DATES APPROVED AGGREGATE o O o� o O O� o 0 0 0 0 0 0 0 0� o 0 0� o &4SE 17 DOME(BEEHIVE)GRATE BY NYLOPL457 OR �� I I I' �I I I I I!I i I I I—I �OVERUP ON-woVEN I I I I�� I I'— I (I� I I�I I I (=1 I�I I—I I�1 I—; naPROVED —APPROVED EQUn� I� 1=,I H I I I'i I I ,I �I r—I I �I I . gp�L SEPARATION � I I—I I I 1=1 I I� I—"i I'—I I I�=1 I I I � �I 1=1 I I� I—!I—I I �c�� , I � I I I �I-1 I�i I—I I I I'I I I:�I I r FABRIC MIN 1� I I I I i H I I—i I I I I I`I I I-1 I I I I '(—I i I I I=I I�' �;I I (DEPTH VARIES, - - — I-1 I=I H I I-I I I I J 1-I I—I I=1 I I I�I�I �1=1�! I I I',=I I I H i I—' C'I—I I I�=I I I I I i-i i H I=I—I �I i= SEE GRADING P�w) — — �„ , � � i i=i i i—i�� i i�i i i i—:i—� �=i i i=i i i �i i, =111=111 (I-111=111= 00000000 � o00000000'0000" oo�o�oo�0000�0000000000000000�00-000 ��—��—�� —��— 000000000000000� o000000 000000�0000000 000000 00000 000000 0 0 0 0 0 00- = o 0 00000000000 0 0 000000000 000 0 0 0 0 000 0 0 000 0�0�0 0 0 0 0 0�0 0 0 000 0 0�00 0000.,:,00000000 � o0000000000000a0000000000000000000000000000000000000000000000000000000000000a0000000000 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o PVC 12"DRAIN BASIN BY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 o a O O O O O O O O O O O O O O O�O O O O O O O O O O O O O O O O O O O O O O O O N 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 24" NYLOPLASTORAPPROVED w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E�UAL Q 0 0 0�0 0� o o�o°o 0 0 0 0 0�0�0�0 0 0 0 0 0 0�0°0 0 0 0 0�0�0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75"SOLID HDPE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 0 0 0 0 0 o I > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I CrtYCOMUFNfS mA6Im15 000 0 0 0 0 00000 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0�0°0° o o°o 0 0�000°0°0�0°0�0�0�0�0�0°0°0 0°0°0�0°0°0°0�0�0�000° I (INLET) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0000000000000000000000000000000000000000Q0000000000000000000 � N MAPo( DESp21Pf10N MTE 00 0000000000 0 0000000 0 0 000000000p00000 00000000000 0000000o I 0 0 0 0 0 0�0�0 0 0 0�0�0�0 0 0 0 0 0 0 0°0 0 0 0 0 0�0 0 0 o a ��o°o°�O��O�O�Oo°�Oo°o°o°�O��O��o°o°o°�0��0°o°o°�O�O��O�� INV=928.45 �PERF.PVC o 0o a o0 0 00°0°0 0�0 0 �o�o°o°o 0 0 0° °o°o 0 0 00 0 00000o L____ � PROJECTNO: 12746144 o�o 0 0 0�0�0 0 0 0 0 0 0°0�0 0 0 0 0 0 0 0�0 0 0 0 0 0�0�0 0 0 0 0 0 0 0 WITHFABRICWRAP o00000000000000000a000000000000000000000000000000000000000000000 0 0 0 0 o DRAWNBY: PSM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � (OUTLEn o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0°0°0°0°0� COARSEFILTER � INV=929.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35^pERFORATEDPEPIPE o�o°o°o°o� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 o AGGREGATE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o�o°o°o°o°o°o°o�o°o�o°o°o°o�o°o°o°o°o°o°o°o°o°o°o�o�o�o�o°o�o° (INLEn °o o�o°o° CHECKEDBY: �B�R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (3"TO 1}'CRUSHED) � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o COPIRIGHT: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000p00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000„00000 •INSTALLPERMANUFACTURERS a�o�.,.p.m��aa,o...r�am,�m.b„e�. 0 0�0 0 0 0�0�0�0�0 0 0 0 0 0°0�0°0 0 0 0 0 0�0�0 0 0 0 0 0�0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0°7�;0°0° NON-WOVENSOIL w�n.epesre..�e> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o RECCOMMENDATION. ' 00000000000000000000000000000000 o DRAINBASIN �..,..�.aa �Ma�,��.o�.�. 000000000000000000000000000000000 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SEPARATION FABRIC . „m,,,„„.,e�,�.°,b,�,@,,,�,�y„�b„�d„ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 0 o p o 000000o m�� d 0000 000000000000000 00000000 0000 000000000000000 000000000 0 0 0 °o�o�o 0 0 0 (NRAPCOARSEFILTER DETAIL o �o 0 0 0 0 0 �o 0 0 0 0 0 0�0 0 0 0 0 0 0 0�0 0 0 0 0�0�0�0 0000000000000o AGGREGATE,MIRAF1170N /1 . o o�o 0 0 0 000 0�0�0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o L y , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o DRAYI7NGTITLE 0 0 0 0 0�0�0 0 0 0 0 0�0�0�0 0 0 0 0�0°0°0 0 0 0 0°0°0 0 0 0 0�0� o o�o�o�o 0 o ORAPPROVEDEQUAL 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ) 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C6 NOT70SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INV=927.00 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0�0�0 0 000 0 0 0�0�0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � STORMWATER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 - o000000�0000000°00000°0 000000000°0°0�0°0°0000000°0°0° �0000000�o�o�0000000�000000000�oo�oo�000000 00�000�0 0000 0 ° ° ° ° � � ° ° ° � � ° ° � ° � ° ° o gpT.OFAGG:926.50 DETAILS I I I—II I�I I' i I —II II I III III I 1 :=11 II—III IIl IH'I III� 11-11 II� ill—IIH I II III !II,— I I—III I Ii1=1II I�I IiI iI_I NII 'II I:1=1II 'i1=i I I Ii1=1 I 'Ii=1 I II�=1I�I I I' III I I—:I� I I II1=1II II� �II. I I I-I I I I I I I I! I-I I I I I'I I I�I I—I I �I � I-I I I I i-1 I I I I_I I I�i I I I I=1 I i I I-1 I I I I i I I I-1 I I i'I_I I I I I I I- ' NOTE:CAP ALL STORAGE PIPE ENDS ENGMEER TO VERIFV THA7 EXISTING WSITU CLEAN SECTION B-B SAND(APPROVED HSGA)IS EXPOSED AT THE BASE OF �� THE INFILTRATIONTRENCHPRIORTOBACKFILLING. UNDERGROUND INFILTRATION . n NORTH (ALT. 1)SYSTEM DETAIL PAVEMENT STRIPI NG -In�dtldion to the requirements of MnDOT 2582,the fotlowing shall apply: PIPE BEDDING MATERIAL E.Do not remove wet subsoil,unless it is subsequently processeA to obtain oplimum moisture conterrt. PAINT A.The pipe bedding shali consist of clean pi[-run sand or fine gravel,free from deleterious matter and rocks over 1 inch in diameter. F. VMen excavations exlend below footing and slab Dearing elevations,oversize the exravation hor¢ontally 1(oot for every foot of r E A P C excavation depth below the ind'icated bearing elevation. A.Pavement slriping paint shail be a fast set lead free chlorinated potyolefin(Diamond Voegel),acrylic(Sheiwin Williams)or EARTHWORK -1n addition to the re uirements of MnDOT s c�cation sections 2105,2111,and 2112,the followin shall a G.When excavatin throu h roots, rtortn work b hanA and cut mots wdh sha axe. approved equal marking paint Nat meets or exceetls all curterrt Local,State and Federat codes and guidelines. Q � 9 PPH� 9 9 Pe y rp B.The pavement coiors shall be yellow for marking curbs,antl whde for parking stalls,handicap insignia unless intlicaled EXECU710N � H.Benching Slopes:Horizontally bench e�dsting slopes greater ihan 1:4 to key fill material to slape for firtn beamg. �� tlrfferenity on ihe plans,arM for all no parkinq access aisle areas. �� PREPARA710N I. Stabilky:Replace damaged ortlisplaced subsoil to same requirements as for specifieC fill. C.The pavement striping paint shall meet the following physical property requiremenis: A.Protect stivctures, u[ilities, sitlewalks, pavemenis, and other facilities from tlamage raused by settlement, lateral movement, FINISH GRADING T¢F 701.256.3118 Fnz 701.223.�ee3 Chlorinaled undertnining,washout,and other hazards created by earthwork ope2lions. 178 W Main Ave,Sui�A Bisma�ck ND 58501 Type Polyolefin AcryliC A.Verify subgra0e has been contoured antl compaded. ' Flnish: Flat Flai 8.Prepare subgratle for earthwork operations,incluAinq removal of vegetation,topsoil,debris,obstructions,and deleterious materials, Solvent MEDMeptane toluene/aylene/acetone from ground surtace. B.Remove debris,roots,branches,stones,in excess of 12 inch in size.Remove soil contaminatetl wdh pehvleum products. o.�a rw�rm I r+w� I ew�ww Solidsbyweight 69%,min. 70%,min �'p1fbnNp �"D �'�°""�� e.mq.m e�K..ueo Solids by volume 46%,min. 51Yo,min. , C.ProteG and maintain erosion and setlimentation conirols. C.Where topsoil is to be placed,scarify surface to depth of 3 inches. Dry fiM thickness per coat 7 mils,min 7 mils,min � Wet film thickness per coat 16 mils,min 15 mis,min . D.ProviGe protective insulaling materials to pmtect subgratles aiM foundation soils againsf Geezing temperatures or Gost. D.in areas where vehides or equipment have compacteA soil,scari/y surface to depih of 3 inches. www.eapc.net Dry times at 70°F,ASTM D711 10 minutes 10 minutes VOC,AS7M D3960 450 gA max 430 g!I max DEWATERING E.Place topsoil in areas where seeding and sotlGing are indicateA. Coverage-standafd 4'line 300 it/gal. 320 Rlqal. L��S O 1� A.Prevent surtace water and grounG water from entering excavations,8om ponding on prepared subgrades,and 6om Flootling project site F. Place topsoil where required lo level finish grade. D.Unless intlicateA tlifferently an Ne plans,the pavement sVipes shall 6e 4'wide and all Vaffic marlcings will be the size and anC surtounding area. P 9 P Eng ineering Inc. s ape o t e stantlards used wdhin the State ot Minnesota for traffic markin95. G.Place to soil to ihe follawin com acled ihicknesses: � B.Protec[subgredes from soflening,undermining,washout,and damage by rein orwater accumulalion. 1. Areas where seed is instal�ed:4 inches. 3524 Labore Road E.Handicap parking stalls and access aisles shall be a minimum of 8'wiAe. 7. Reroute surtace water runoff away finm excavated areas.Do not allow water to accumulate in excavations.Do not use excavated 2. Areas where sod is installed:4 inches. Whde Bear Lake,MN 55710 trenches as temporary drainage ditches. 651.481.9120(�651.461.9201 F. All siriping shall receive iwo coats of painL 2. Install dewatering system as requimd to keep subgrades dry and convey ground water away from excavations.MainWin until H.Piace topsoii tluring dry weather. www.larsonengr.com Aewatering is no longer requiretl.Refer lo Pmjed geotechnical repoA and addenda(or information relaled to grounA water OO p�4��E�9m�^^9•��a�9��^'� o c� elevations. 1. Fine grade topsoil to eliminate uneven areas and low spots.Mainfain profiles and wntour of subgrede. I herebycertifythattnis p�an,speufications or TEMP��RY ER0.7��N CiONTR�L-In atldition to the requirements of MnDOT 2573,the followinq shall appiy: 3. Dewatering systems to inGude measures to prevent sediment transport in axordance with MPCA regulations. reportwas prepaea by me or unaa my d�rect J. L'gMly compad placed topsoil. sipervision ana mat I am a dWy ifcer�sed EROSION CONTROL FABRIC STORAGE OF EXCAVATED MATERIALS Professionai En�neer underMe�aas Mthe stata TOLERANCES ot Minn/es�,ot�a A.North American Green DS750. A.SYockpile saBsfactory excavated materials until required for backfill or fill. Piace,grade and shape stockpiles for proper drainage. 7J,,. ��ff� Material Data Requirementr: Pro�ride erosion and sediment control measures in accofdance wflh MPCA guiAetines. � A.General:Un'rfortnly grede areas within limils oi grading under this section,including adjacent trensilion areas. Smooth finishetl �Y� Top net: l"ghtweight acceierated photodegradable potypropylene,1.64 ICsJ 1,000 s uare feet surface within specified tolerances,com act wRh unifortn levels or slo Grea A Bucnal,r.E q P pes between poinis where elevatlons are indicateq or belween Date:02.0215 R No.: 23793 Bottom net L'ghtweight photodegradable polypropyiene,1.64 IbsJ 7,000 square feet 8.Locate and retain soil materials away fmm edge of excavations.Do not store within drip line of trees intlicated to remain. such poinfs and ebsting gratles. �� Matmc i DO%SVaw at 0.5 ibs./square yard Thread: Degradable C.Dispose ofexcess sol material and wasle materials as herein specified. B.Gratling Outside Builtling Lines:GraAe a2as adjacent to bulding Gnes to Arain away Gom shvctures and to prevent ponding.Fnish CLIENT surfaces fiee from irtegular surtace changes and as follows- 8.Approved equaL BACKFILLING 1. Lawn or Unpaved Areas:Flnish areas to receive topsoil to within not more lhan 0.10.Toot above or below required subgrade pARK NICOLLET elevations. C.The instalWtion of the erosion wntrol fabric sha0 be in strict compliance with the manufacWrefs inslallation instruc[ions. A.General:Place soil material(n layers to requiretl subqratle elevations and refer to Geotechnical RepoM1 for acceptable backfill materials. 2• Walks:Shape surface of areas unaer walks to I'ine,grade,and cross-seaion,with finish surtace not more than 0.10.foot above STRUTHERS or be�ow required subyrade e�evauon. PARKINSON'$ D.Prepare the soil before installinq the blankets,inGuding ihe application offertil'¢er and seed. PLACEMENT AND COMPACTION 3. Pavements:Shape surface or areas under pavement to fine,grade,and cross-secUon,with finish suKace not more ihan C ENTER D.5-inch above or below required subgraCe elevation.Subgrdde shall be gratle0 to drain to draintile locations. E Staple the fabric onto ihe sbpes as rewmmended by the manufacturer. h GrounA Surtace Preparation: Remove vegetation,tlebris,unsatisfactory soil materials,obstructions,and deleterious materials from � ground surface prior to placement ot filis. C.Compaction:ARer graCing,compact subgrade surfaces to the depth and inCicated percentage of mabmum or relalive density for F.Instailation techniques shall be in accorAance with ihe Minnesota ConsVucLion SRe Erosion anA Sedimerii Conirol each area classification. Pianning Handbook and Minnesota Pollution Control Agency Best Management Practices. B.Inspec[ion: Prior to piacement of fip,excavations shatl be inspected by the Geotechnicai Testing Agency ta veriy ihat ail unsudable PRQIECT DESCRIPTION materials have been propeAy removed. Whe2 granular soils are present at ihe bottom of ihe excavation,the native soils wdhin 16 FIELD QUALJTY CONTROL STORM DRAINAGE SYSTEM -�n addition to fhe�requirements of MnD072503 forstortn sewers,ihe following shall appy: �^�es of the exposed grade shall be compaded with a laige vibratory roller to not less ihan 98%standard proctor Aensdy(ASTM EXPANSION& D698). A.Quality assurance testing is the responsibility ot the Contrac�oc The Contrac[or shall employ Ne services of an inAependent RENOVATION 1. When ebsting ground surtace has a densdy less Nan ttiat specified under'Compaction'for paAicular area Gassification,break up Geotechniwl Testing Agency to provide the final test informalion. The Contrador may use Iheir rnvn personnel to proviAe tesls of � STORM SEWER PIPE ground surface,pulverize,moisture-conddion to optimum mo'�sture content,and compacl to required deplh and percentage of the materiaLs durirg the placement and compaction operations;however,an indepentlenl testing firtn must take the final tests.The ma�dmum Gensdy. IesGng firtn shall test the materials as consWdion work is perfortned. A.AII pipe shall be new and unused. � C.Place backfill anA fill materials in layers not more than 12 inches in loose depth for material compacted by heavy compac[ion B.Albw testing aqenq to inspeq anC test subgrades and each fill or backfill layer.Proceed wiUi subsequefrt earthwork only aRer test B.Poiyvinyl chloride(PVC)pipe,ASTM D2243 Schedule 40 or Schedule 80. equipmen4 and not more ihan 6 inches in loose depth for material compacted by hand-operated tampers. resutts for previousy completed WoAc wmply with fequiremefrts. C Nigh density polyethylene(HDPE)pipe;AASHTO M294,AASHTO MP7. D.Before compaction,moisten or aerate each layer as necessary ta provide oplimum mois[ure comerrt. CompaQ each layer to requiretl C.7estirg agenq will test compaction of soils in place per ASTM D7558,ASTM D2167,ASTM D2922,an0 ASTM�2937,as perceMage of maximum dry density or relative dry density for each area Gassification. Do not place backfill or fill material on surtaces applicable.Perform tests at the following bcations and frequencies: CfTY GOLDEN VALLEY PRECAST CONCRETE MANHOLE SECfIONS that a2 muddy,hozen,or contain frost or ice. , Descriotion Minimum^s Minimum Teswund Area�Lie STATE MINn1E$OTA A.Precast concrete manhole risers,base sections,and tops:ASTM C478. E.Place backfill antl fill materials eventy adjacent to stnic[ures,piping,or conduit to required elevations.PreveM wedging action ot backfill Standartl Procfor against sWctures or Uisplacement of piping or wnduit by cartying material un'rfortnly around stnic[ure, piping, or conduit to B.Boot connections ASTM C923. apprmdrnately same elevation in each lift. Fi0 unAer paved and conpete areas 100%(top 3) 1/250 sq.yds. 95%(below 3) ISSUE DATES G Reinforced Plastic Steps MnDOT STD Plate 4180J. F. CoMrol sotl and fill compaction,providing minimum pe`centage of density specified for each area class"fiication iMirated below. If soil Class 5 material under s1a65/pavemerrt 700%(top 3) 1/�00 sq.yds. densdy tesfs indicate ina0equate compaaion correct substandard areas or IiRs as directeC Dy Geotechnicai 7esting Agency. 95%(below 3) PVC DRAINAGE STRUCTURES Below fountlations 97% 1/250 sq.yds. G.Percentage of Mabmum Densdy Requiremeiris: Compact sol to not iess than Ihe foilowing percentages of ma�dmum densi[y,in A.PVC drsin basins and the pipe connection stubs as shown on the drawings shall be manufactured from PVC pipe . accordance with ASTM D698: Natural sub-grade 90% 7/250 sq.yds. stock utilizing a thermo-molding process meeting the mechaniwl property requirements for fabrirated fRtings per 7. Under slruqures,slabs,and steps,compacl top 12 inches of subgrade anA each layer of backfill or fiA material at 100 percznt Landscape fill areas 90% 7/250 sq.yds. ASTM D3034 and ASfM F1336.The joint tightness at the pipe rystem wnnections shall conform to ASTM 3212 maximum density in the upper 3 feet and 95 percent mabmum densily below 3 feet 2. Under Wwn or unpaved areas,compact top 6 inches of subgrade and each layer of backfill or fill material a190 percefrt ma�dmum D.Field Densdy Test RepoR shali GeaAy idenlify ihe following infoRnation for each test: B.Gates shall be N Io last 12"Dome Beehive or a dens . y p ( ) pproved equal. �' 1. Horizontal and veAiral loca6on ottest. 3. Under pavements and sidewalks,wmpac[top 6 inches of subgrade and each layer of backfill or fill material at 100 percent p,Material type being testetl. C.Install per manufacturer's recommendation. maximum tlensity in the upper 3 feet anA 95 percent mabmum density below 3 feet 3. Proclor test meNod. 4. Below foundations,compacl top 12 inches oTsubgrade anG each layer ot ba�ll or fill material ai 97 percent ma�fimum densdy. �q5�75 4.Ma�dmumproctordensity. H.Moisture ConVol: Where subgrade or layer of soil materiat must be mois[ure conditioned before wmpactlon,uniformly appty water to 5. Specified density. � A.Gasketr and pipe ends for rubbergasket jointr:ASTM C443. suRace of subgrade or layer of soil material.Appy water in minimum quantity as necessary to prevent free water from appearing on 6. OpGmum moisture density. surface during or subsequent to compaclion operations.(This material is not acceptaWe for building fil�. 07A6rA15 7. Field test methotl. B.Elastomeric seals(gaskets)forjoining plastic pipe:ASTM D3212. 1. Remove and replace,or scariy and air dry,soil material that is too wet to pertnil compac[ion to specified density. B. Aclual moisture coritent. � p� pp� � 2. Stockpile or spread soii material Nat has been removetl 6ecause it is too wet to permd compaciion. Assist drying by scarifyirg, g, Adual dry density. ha�rowing,or pulverizing until moisture content is reduced to a satisfadory value. C Rubber gaskets for joints between manhole sec[ions:ASTM C443. 70.Pass/fail indication. D.Gaskets for PVC sewerfrttings:ASTM F3336. ROUGH GRADING E.When the Geotechnical Testinq Agency reports that subgredes,fills,or backfi0s have not achieved degree of compac[ion specified, PRQIECT N0: 'IZ�4B�� scarify and moisten or aerate,or remove and replace soil to depth required;recompac[and retesl until specified compaction is obtaineA. pRpyyN gy; P$M A.Remove topsoil from areas to be fuAher excavated,r�landscaped,or re-graded,without mizing with foreign materiais. Consutt Geolechnical Tes6ng Agency for additional or supplemental recommendations. E Rubber gaskets for structure to pipe connections:ASTM C923. 1. Where new sod,seetl,or other vegetative matter are sAown wilhin construction limits defined on drawings,remove exis6ng fill soil CHECKED BY: G/�M� CASTINGS-PRECAST CONCRETE SERIONS material to depth required for topsoil and replace erith new import topsoil material. F. After all grading,backfiliing and pWMing is completeA wdhin the infilVation basins,these areas shall be flooA tested by ihe contractor �ppy��; B.Do not remove topsoil when wet. to verify that the requifeC wlume of infillration water for the simulated 1 inch rain fall event draws down wRhin 48 hours. If the fiooG N��,��,,,�,r�,,,k,,,w,,,,,e,b,,,s 0.Precast concrete manhole covers,grates,and boxes:Cast iron,ASTM A48,Class 35B. tesfing indicates Nat R requires more than 48 hours for the water to drew tlown,coRections to the infittration basin will be required to �°�,"„°��a„a"�"',ro,', C.If required,make soil corrections as(ollows: bring the Araw down time to less ihan 48�ours.These cortections will be matle at no addriional cost to ihe Owner. m��•n°°"^�^�""�^��^o+� B.Un'rform quality,free of blowholes,shrinkage,distortion,and other defects. 1. For builAing and slrucWre foundations,including isolateC column footings,excavate fuil tlepN to remove fill materiai and expose natural g2nular alluvium or glacial till. DISPOSAL OF SURPLUS AND WAS7E MATERIALS DRAWING TITLE G The product numbers are as manufactured by Neenah Foundry Company and are shown on the Plans. Standard a. If excavatlon e�AerMs below required footing bearing elevation,oversize late211y beyoM the outside etlges of the toundations cas[ings differing in non-essential details may be acceptable if approved by the Engineer. at a retio of 1:1 laterel oversae. A. Remove surplus satisfactory soil and waste material,inUuGing unsatisfaqory sol,trash,anA debris,and legally dispose of it off AD1US71NG RINGS b. Obtain approval of the Geotechnical Testing Agency before proceeding with compaction arM fill work. Ownefs property. e. Surtace compact exposetl natural soil surtace. d.R�-miwm,oomPaaea 5wa��i en. SPECIFICATIONS A.Precast concrete adjusting rings;MnDOT STD Plate 4010H. 2. For floor slabs that occur in areas of epsting e�denor pavemen4 assume that ea�sling fill material is adequately compaded for new - slabs. Slrip e�cisling pavement antl undeAying soil material to a depth required for new slab on grade and sanA base;obtain FIARED END SEC'fIONS approval of the Geotechnical Testlng Agency before proceetling wdh surtace wmpaction of resuttant suRace. �. For fbor slabs that occur in exsting non-paveme�rt areas,remove existing fill soiis and prepare similar to specified above for - A.Flared end material shall match joining pipe material. building foundations. 4. For non-pervious pavement surfaces,subcut the exisling soil to allow for ihe new pavement,granular base,and a unifortn �� B.High density polyethylene(HDPE�;ASTM D3350-213320C,Hancor HiQ or equal. thickness sand subbase as diredetl by the Geotechnical Testing Agency. C All flared end sec[ions shall have galvan¢ed steel trash guards,unless noted othenvise. D.Remove subsoil from areas to be further e�ecavated,re-landsrapetl,or re-greded. —..—.—.—,i.—.:-ti� i --_ � ; COUNTRY CLUB DRIVE � TREE PRESERVATION NOTES . r ! � r/ �! I -'"�:r-� � � ---__��_ 1 i __�--� - L See Landscaping Plan for tree replacement and restoratiort � E A P C �� ' � u �_ �__'_'��`�_ ■ � �� '--- R tf � i _� ` � - �-_ � �y2�0 TREESREMOVED � - - /r' �, -}- r ALTERNATE NO 1 ��^.� , �--'�'�__ � s;,,,,5�- ' � I ,�.,.s ^ ._c„ �'+i�--rF�. ^_L�� "��-� "� / �_� BASEBID 1 DECIDUOUS �� ` ' ��y-�) ( � rll.- �� II� I :�:�Yr� �, � )�3� 'J -'��z_c.s_c,>-_.�.,:-� � ' � O �l1�� _-_��—�� ALTERNATEN0.1 6 DECIDUOUS �� )� ��J�; I� t� 3a� O-'-L .Ti-��' �1 --- -�� .1.:, u.�:-"„�G.�-I �— _��..._—�=— ALiERNAiEN0.1 2 SPRUCE ` �O r �` .� � I �I' I�i i `.��J.J ��`^ �� ._ H ,�- � � ' //� . ��_ ALTERNATEN0.2 1 DECIDUOUS '�y�' I � ! (� --� ' / ` . T¢E 707.258.31�8 r�,n 701.223.7983 , ~'�r 1 �� I I — . . 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'b ? r � I � �•.� � T •� � -;L- � reerebycertiyNatMisplan.sPttificationsar I'�. J `\ � Q ' part was prepareA by me or under rtry drect -J �� i � ,I j ••`�, � ��"� o, �I wpervivon ana that 1 am a du ficensetl I F--r - �� 3 ' ' . % ( i ?.` �' '1.�' �� Professional Enginrer underllie laws M the state � 1 Z �{ of M'nnemta. ' i � /J �/ _ ,.. I ._.-'�,__ ' �7 p�-! I ��\\ �I--N`'`\ II I �'-, �I ' /�UiGe.J�� — � � � i � �'—� W � /� � z � ;� � ' !�'� '� \\\ ��_ � �— _-, - L.�I �(�Al' � Gfe9 A Buch�.P.E -y-- � .�:» �..f \�� F'=�� I i;; ° i� I Date:0202.15 Re9.No.: 23793 I '�-Z �r//�m � �- �� fi'J 4 I � �( �Z �j///// i -y- 4_ � . .'.il, L` � _:! / ��/��,� Z I r\�� I�. CLIENT I� `; � � I ;3S � �� ',.� r� i:� � � � - /, ,-, ' -+� 2 � , �r,i�- PARK NICOLLET ��I i -��,��;�' � � � ' l� �_-�', , ! STRUTHERS I �, ,�r -�-- �-�, _ � i�i � _i_ �: ; PARKINSON'S � � � __ I � " I � �� ' CENTER � t- � ,� � � i_ � � �.1 ' -►-�I ' �'� '�� ;, j,�� -- �� ) -�—— � �� '!, 1'" !I�; '� � � _ � 0 � `" ` ( , 1 � ��T/� �'�� BUILCIPJG PJO. F681 PROJECTDESCRIPTION � I � �� T-- _ ��L'� �1 � ��iiii�;a � ,,,, �; i EXPANSION& � � i 11��„ `� ;' _ � _ � � � � � � I � � ��Sl� ��; �' i RENOVATION - '�✓` ,� = 1 � EUILUI�:iG NO. 67�7 --� � �; i � � I COUNTRY C'LUB GRIt% i!� { ( I ,,Ir " "—�. - I;��!" ;�j,, �;�� -- -� i�' i --I-��La _I_ , � `o/ '�'� I _' 3, ; (�--`j --,- `"' ' ' i I ' � � ;�R; � --�- I� z _-'�-� � I cm' GOLDEN VALLEY � ��i a a . � � ,e.:'r i J I I ' i _ I ___ � �I � � _�_ �, sTn� MINNESOTA �,� ,� �� I I ^ z � �� 4 r �! ' `1�' - � �� a.;'.Rc �� ISSUEDATES I�,-� �'�-+ ,�; � Y--; '1 �j, }. 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FILL VPITH CONCRE7E CURB, i � � -• _——__�_ t ———____—__—_\ � ''—�� SIDEI�JALK TO PATIO s�• PA P.UD.APPLICATION 07AG2615 ELEVATED PEDESTWAN � � CROSSWALK � � � � - � . � PA P.�D.APPIICATION 01/15R➢15 1 CONCRETE PAVIN6,TYP. - ---------� - i f � � ea P.U.D.APPLICATION �imeaou • � .' �, I 1 :-'. � —_� I -': ntnwc D�scwanox oah � - - - - - - - - - - - - — — - - - - - - -- — - - �_=s� s__�_ ____ ___=..J BENCH ON STONE FOUNTAIN-4/L5.0 PROPERTY LINE�— PROJECT N0: 20144100 PLANTERS,SEE SITE DRAWN BY: LS CONCRETE PAD,TYP. PRIVACY FENCE-6�L5.0 FURNISHING SPEC � CHECI�BY: JM COPYRIGHT: � � a��we....n.ne.d.�..�., w.o..a a�c.:�...w �.:�.o�`°b'.a�'�ro�a�'a DR4WING TITLE LANDSCAPE PLAN - � L1 .0 ��LANDSCAPE LAYOUT PLAN o a� �s� sr . �J, ,�-0 � - r EAPC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - ----------�----------------- - - - - - - - - - - � . � FUTURE, �� . i -s��r-=;�• � � i � .@ys_':�. ; i I � � � ' \ � iae 701.258.3116 Fruc 701.223.7983 j � - � I t tfi W Main Ave,Suite A,Bi9narCk ND 585U'I ' � _ � � i - I � war�No I nv�mrro I N�amvr 1 ' ' GryyFy(yim FarqaNU Bisme�ckND ' �� _I ' BunidiR4! BuewR"vnARG 1 � I-�,i;.:s' .�- � "._� i www.eaPc.net � t I.•.!c,<.,. [ f ;1 __ ` I 1.'-``.'�� 1 � .. 1 �.-: -I PERENNIALMASSING,iYP. 1 � i __ SHRUBMASSING,TYP. � � � ._��II � RESTOREALL DISTURBFD � � I I. � ' TURFGRASSWfTHTURF � � � � � � y , son,rvP. i FUTURE . 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I � � 1 I � � \\�� I . � . � � 1 1 � 1 I , > ' , + � � I f I I - � `� _ '�.� �� I:::::�:� 1 1 �,,-� ,,_ . � 1 I.�:::: I 1 � �...::' � � .._ .:..::.:� � �.-. - ,;.->.•.. � � I - 1---------�-----^--- -"-____ . � � , 1 i ra a.u.o.aaruranox ows�2ot5 1 I � , . . . . . . . . . . . � PA P.UU.APPl1CAT10N 01/1L2015 ..,. ' :. . . .... , � ' ' -..:- '.> I � ........:.... . � . � .. PA P.UD.APPl1CAT10N 17Nf✓2014 — ' . , .� ' — .�. . . . . ..,— '` � ' � � . . .:: ..� � � — — — 1 ` __ _ TNO. 1 L__------^_ ______ ..J •. A44RK DESCRIPiION DATE - - - - - - - - - - - - - - - - - - — - - - - - - — - - - - - - — ^ PROJEC �' 2014400 � DECIDUOUS ORNAMENTAL TREE,TYP. DRAWN BY: LS PFRENNIALMASSING,NP. CHECKmBY: JM COPIRIGHT: � � .M..,m�r��o�..er run m�..�m..m un. �°:a m F'�arc.�r�w.�M��m m%�+�.wemn.�a aR�w�ab.��rv e. DRAWING T1TLE LANDSCAPE PLANTING PLAN � L2.0 ��LANDSCAPE PLANTING PLAN o s� �s� sr . � � ,�=,�-o• � NOTES PLANTING LEGEND ' SITE REMOVAL NOTES ROOT r EAPC 1. EXISTINGSITEINFORMATIONWASPROVIDEDBYOhiERS.ACTUALFIELDCONDRIONS K� 4TY BOTANICALNAME COMMONNAME CONT. SIZE SPECIFICATIONS MAY VARY.FlELD VEWFY ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. � � � � - �� 2. ALL REMOVAL ITEMS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS ACER X FREEMANII'JEFFERSRFD' MAPLE,AUTUMN BLAZE B&B 3'CAL TRUNK FREE Of BR4NCHES 6'-T �� SPECIFIED OTHERWISE.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL QUERCUS BICOLOR SWAMP WHITE OAK B&B 3'CAL. TRUNK FREE OF BRANCHES 6'-T DEBRIS FROM THE SffE AND DISPOSING TNE DEBRIS IN A LAWFUL MANNER PER CELTIS OCCIDEMALIS HACKBERRY B38 3'CAL. TRUNK FREE OF BR4NCHES 5•7' ��o�2sa.at�s r.vc 70t.223.7983 LOCAL GOVERNING AGENCIES.THE CANTRACTOR IS RESPONSIBLE FOR OBTNNING " ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.ALL FAGLIitES TO BE � . � � . . � . �is w Ma��q�,s��e q asr�arcx Nn sasot REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIALAND BROUGHTTO GRADE BETULA NI�R4 BIRCH,RIVER WfTH SUfTABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. B&B 2.5'CAL.OR CLUMP 12'-14'HT.,TRUNK FREE OF BRANCHES 6'-T ca�arcnuNo Faiwrro as�mexra BETULA PAPYRIFER4'RENCI' BIRCH,RENAISSANCE REFLECTION � B&B 3'CAL.OR CLUMP 14'-16'HT.,TRUNK FREE OF BRANCHES 6'-T �^No MimIND N,�nvr aem�a��w eueno,unnac . COMRACTOR SHALL PRESERVE ALL VEGETATION NOTTO BE REMOVED BY pppULUS TREMUL0IDES ASPEN,QUAI(ING CONSTRUCTION.COMRACTOR SHALL BE RESPONSIBLE f-0R RESEEDING OR B&B 2.5'CAL. 12'-14'HT.,TRUNK FREE OF BR4NCHES 5-T SODDING AREAS DISNRBED BY CONSTRUCTION. AMELANCHIER X GRANDIFLOR4'AUTUMN BRILLIANCE' SERVICEBERRY,AUTUMN BRILLIANCE B&B 12'HGT. MULTISTEM,12'-14'HT.,SEVEN OR MORE BR4NCHES `oiWw_eapc.net CORNUS ALTERNIFOLIA DOGWOOD,PAGODA B88 2.0"CAL.OR CLUMP MULTISTEM PLANTING NOTES MALUS'SPRINGSN0IM CRABAPPLE,SPRINGSNOW 688 2.0"CAL.ORCLUMP SINGLESTEM 1. STAKE PROPOSE�TREE LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY MALUS'RED BARRON' CRAB APPLE,RED BARRON B88 7.5'CAL. MATCHING COLUMNAR FORM LANDSCAPEARCHITECTPRIORTOINSTALL PIRUSUSSURIENSIS'BAILFROST PEAR,MOUNTAINFROST B8B 2.0"CAL. SINGLES7EM 2. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN SYRINGA RETICULATA LILAC,JAPANESE B&B 2"CAL.OR CLUMP 8'-10'HT. COMPLEfED IN THE IMMEDIATE AREA. AMELANCHIER LAMARCKII JUNEBERRY 3. INSTALL PLANT MATERIALS PER PLANTING DETAILS,AND SPEC.SECTION 32 9300- � � . . . EXTERIORPLANTS. � . . . . . � � . � � . 4. SUBSTIMION REQUESTS FOR PLANT MATERIAL TYPE 6 SIZE SHALL BE SUBMfTTED AMELANCHIERALNIFOLIAREGENT SERVICEBERRY,REGENT CON7. #5 PLANTS'O.C. TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING.ALL ARONIA MELANCOCARPA ELATA CHOKEBERRY,BLACK CONT. #5 PLANT 4'O.C. SUBSTITUitONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHTIECT AND PRUNUS NRGINU�NA CHOKECHERRY ARE SUBJECT TO CONTRACT ADJUSTMENTS. CARNUS ALBA'AUREA' DOGWOOD,PRAIRIE FIRE CONT. #5 PLANT 4'O.C. 5. ADJUSiMINTS IN LOCATION OF PROPOSED PLANT MATERULLS MAY BE NEEDED IN FlELD.LANDSCAPEARCHITECTMUSTBENOTIFIEDPRIORTO ADJUSTMENTOF CORYLUSAMERICANA HAZEWUT,AMERICAN CONT. #5 PLANTS'O.C. � PLANTS. CEANOTHUSAMERICANUS NEWJERSEYTEA 6. 3/16"THICKSTEEL EDGER TO BE USED TO CONTAIN SHRU&S,PERENNIALSAND RIBES ALPINUM'GREEN MOUND' CURRANT,ALPINE CLIENT ANNUALS WHERE PUWIING BED MEEfS SOD UNLESS OTHERWISE NOTED. HYDRANGEA ARBORESCENS'ANNABELIF HYDRANGEA'ANNABELLE' CONT. #5 au,�r a�o.c. PARK NICOLLET � 7. INSTALL3'DEEPSHREDDEDHARDWOODMULCHRINGSATCONIFEROUSB VIBURNUMOPULUSVAR.AMERICANUM CRANBERRY,AMFRICAN STRUTHERS DECIDUOUS TREES WITH NO MULCH IN D�RECT CONTACT WIiH TREE TRUNK. 8. INS7ALLTDEEPSHREDDEDHARDWOODMULCHRINGSATSHRUBPUNTINGAREAS SYRINGAMEYERI'PALIBIN' LILAC,DWARFKOREAN CONT. #5 PLANT4'O.C.ORASINDICATE�ONPLAN PARKINSON�S WITH NO MULCH IN DIRECT CONTACT WRH SHRUB STEMS. VACCINIUM CORYMBOSUM'PATRIOT HIGHBUSH BLUEBERRY CENTER 9. INSTALL 2"DEEP FMELY SHREDDED MULCH OR 1'DEEP SHREDDED HARDWOOD � � � � � MULCH IN PERENNIAL PLANTING BE0.S.REMOVE ALL MULCH FROM STEMS OF ROSA ARKANSANA ROSE,PRAIRIE PROJECT DESCRIPTION PERENNIALS-PLANT SiEMS SHOULA NOT BE IN DIRECT CONTACT WIiH MULCH. ASARUM CANADENSES WILD GINGER 10. SPRING PLANT MATERIAL INSTALLATION IS FROM THE APRIL 15 TO JUNE 15. � ALLIUMCERNUUM AWUM,WIIDONION EXPANSION 8� � 11. FALLCONIFEROUSPIANTINGISACCEPTABLEFROMAUGUST2ITOSEPTEMBER30. PEROVSKIAA7RIPLICIFOLIA RUSSUWSAGE CONT. #1 PLANT2.5'O.C.(GROWS42'HX36'V� RENOVATION 12 FALL�EGDUOUS PLANTING IS ACCEPTABLE FROM AUGUST 15 UNT1L NOVEMBER 15. PULMONARIA'RASPBERRY SPLASH' PULMONARIA'RASPBERRY SPLASH' CONT. #1 PLANT 2.0'O.C.(GROVJ5IYH X 24'Vi� SALVIA X SUPERBA SALVIA,'MAINACHT CONT. #7 PLANT 1.5'O.C.(GROWS 24'H X 18NV) IRRIGATfON NOTES ADIANTIJMPEDAIUM FFRN,NORiHERNMAI�ENHAIR 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDING AN IRRIGATION LAYOUT PLAN � � -��.� � �� . � . ANDSPECIFICATIONASPARTOFTHESCOPEOFWOftK.SUBMITLAYOUTPLANAND CALAMAGROSTISXACUTIFLORA GRASS,FEATHERREED'KARLFOERSTER' CONT. #1 PLANT2.50C. CIiY GOLDENVALLEY SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHI'fECT PRIOR TO ORDER AND/ORCONSTRUCTION.RSHALLBETHECOMRACTOR'SRESPONSI81LfTYTO SCHIZACHYRIUMSCOPARIUM GRASS,LITTLEBLUESTEM CONT. t11 PLANT2.5'OC. 7HAT ODDEDISEEDED AND PLANTED AREAS ARE IRRIGATED PROPFRLY, SORGHASTRUM NUTANS'SIOUX BLUE' GRASS,INDIAN'SIOUX BLUE' CONT. #1 PLANT 2.S OC. STATE MINNESOTA INCLUDING THOSE AREAS DIRECiLYAROUND AND ABUTTING BUILDING FOUNDAiION. 2. COMRACTOR SHALL VERIFY(EXISTING)IRRIGATION SYSTEM LAYOUT AND CONFIRM � COMPLEfE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS.NEW EUPHORBIA PULCHERRIMA POINSETTIA . ISSUE DATES SYSTEM TO TIE-INTO EXISTING SYSTEM,ALL CONNECTIONS ARE TO MEEi LOCAL � CHRYSANTHEMUM MUM CODES. TULIPA GREIGII TULIP 3. COMRACTOR SHALL CONiACT LAN0.SCAPE ARCHITECT FOR INSPECTION AND � APPROVAL OF AI.L AREAS RECEMNG DRIP IRRIGAl70N PRIOR TO INSTALLATION OF ANY MULCH. 4. CONTF2ACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDRIONS AND TO PLANTFD MATERIAL INTERIOR TROPICAL PLANTS GROWTH REQUIREMENTS. � 5. CONTRACTORSHALLENSURETHATSOILCONDITIONSANDCOMPACTIONARE REQUIRED ADEQUATETOALLOWFORPROPERDRAINAGEAROUNDTHECANSTRUCTIONSfTE. TYPEB` KEY QTY BOTANICALNAME COMMONNAME �POSED ROOT/ LIGHT UNDESIRABLECONDITIONSSHALLBEBROUGHiTO111EATTENTI0NOF111E QUANTITY HEIGHT CONT. (FOOT SPEC�FICATIONS PA P.UD.APft1C4TqN otnsRn�s LANDSCAPEARCHITECTPRIORTOBEGINNINGOFWORK.RSHALLBETHE CANDLES) PA P.UD.APPL1CATqN tuosrmia LANDSCAPE CONTRACTOR'S RESPONSIBiLfiY TO ENSURE PROPER SURFACE AND SU&SURFACE DRAINAGE IN PLANTINGAf2EAS. 7REE FORM .25 � � �. � � ��«+ �� TURF NOTES TA FICUS BINNENDIJKII'AMSTEL KING' FICUS TREE 8'-10'HT. CONT. SINGLE STEM,FULL HEALTHY CROWN PROJECTNO: 20144100 DRAWN BY: LS 1. SOD ARFAS DISTURBm DUE TO GRADING UNLESS NOTED 07HERWISE. TB PTYCHOSPERMA ELEGANS PALM,ALEXANDER 10'-12'HT. CONT. - TRIPLE TRUNK CHECKED BY: JM 2. WHERE SOD ABUTS PAVED Sl1RFACES,FINISHED GRADE OF SOD/SEm SHALL BE HELD 1'BELOW SURFACE ELEVATION OF 1RAIL,SIAB,CURB,ETC. TC ARAUCARIA HETEROPHYLLA PINE,NORFOLK ISLAND 3'�l'HT. CONT. FULL HEALTHY FORM �PYRIGHT: mnow�w�ms�.ru�rm�m 4 EwC�s'vimu�ae e• 3. SOD SHALL BE WD PARALLEL TO THE CONTOURS AND SFiALI.HAVE STAGGERED ��m JOINTS.ON SLOPES STEEPER THAN 3:10R IN DRAINAGE SWALES,SOD SHALL BE TD STRELITZIA NICOLAI BIRD OF PARADISE 6'-8'HT. CONT. FULL HEALTHY FORM m;,ro��'�"°""°°"'m"°°^"'`"�°'°°" STAI�D SECURELY. TE CHAMAEDOREA SEIFRIZII PALM,BAMBOO 6'HT. CONT. FULL HEALTHY FORM DRAWING TiTLE 4. UREFER TO SPEC.SECTION 32 92D0 TURF AND GRASSES. � SHRUB& GRASS FORM soo LANDSCAPE NOTES B PLANTING SCHEDULE SA KALANCHOE BLOSSFELDIANA KALANCHOE 12" CONT. INSTALL 12"O.C.(seasonal rotation plant) SB FICUS ELASTICA'DECORA BURGUNDY' RUBBER PLANT 24' CONT. INSTALL 16"O.C. SC ZAMIOCULCAS ZAMIIFOLIA ZANZIBAR GEM 1&24' CONT. INSTALL 12"O.C. L3.0 � r EAPC ' �� e 707.258.3776 FNc 707.223.7983 716 W Main Ave,Sui�e A,BismarCk ND 58501 GraM Forl¢N�I Frgo NO I BlsmarG N� WJfshnND MmItN NawitliVl BemidAW BuawatimcMG www.eapc.net CLIENT PARK NICOLLET STRUTHERS PARKINSON'S CENTER � � PROJECT DESCRIPTION EXPANSION& RENOVATION NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION . NOTE: PREPARE SOIL FOR . THE ENTIRE BED INSTALL 2'LAYER OF MULCH,DO NOT PLACE IN CIN GOLDEN VALLEY CONTRACTOR SHALL MAINTAIN TREES IN A CONTACT W/SHRUB STEM PLUMB POSITION THROUGHOUT WARRANTY APPLY PRE-EMERGENT HERBICIDE srAiE MINNESOTA 3'COMPACTED ORGANIC PERIOD.WRAP TREE TRUNKS ONLY UPON MULCH.TO BE PLACED 60 DAYS APPROVAL BY LANDSCAPE ARCHITECT. �z EDGE CONDffION VARIES AFTER TREE PLANTING UPON rniN sEE PLnN SEE SPEC.SECTION RELATED ISSUE DATES CUTTING OF 5'DIA SOD WNG. TO EXT.PLANTING �"��i1�°��, A��A�,,��';�„�� ,,�;,��, �\��v,,:��,��•t, „ ��'"'„� EDGER,REFER TO PLAN AND SPECIFICATION � MULCH TO BE LEVEL W/ I I /\ � LOOSEN ROOTS OF CONTNNER GROWN PLANiS FINISHED GRADE. DO NOT PLANT TREES Wl ROOT FLARE VISIBLE AT TOP i i � g i PLACE MULCH IN CONTACT OF ROOT BALL. IF ROOT FLARE IS NOT VISIBLE, � I�� a r EXCAVATE PLANT BED MIN,4"DEEPERiHAN R00T BALL HGT. WITH TREE TRUNK REMOVE SOIL IN A LEVEL MANNER FROM ROOT � �� `� � � - ` SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE BALL UNTIL FIRST MAIN ORDER ROOT�'DIA. � i�i i�+�' T �`rc1;� ' ' ��,1� ORLARGER)EMERGESFROMTHETRUNK _ �� =�� Rr` UNDISTURBEDSUBGRADE SET MAIN ORDER ROOT 1'HIGHER THAN ADJ. EDGE CONDITION GRADE. DO NOT COVER TOP VARIES,SEE PLAN OF ROOT BALL IMTH SOIL. rn a.un.aaRicanon o�nsrzois COMPACT PLANTING SOIL TO 85 MULCH RING WITH TOOLED 2 SHRUB PCANTING DETAIL PA P.11➢.MPLIGTION �vosao�a PERCENT OF MAX.DRY UNIT WT VERT.EDGE TO BE CUT TO 3"BELOW L3.1 SCALE 3/4'=7'-0• uawc o�scwanow onh ACCORDING TO ASTM D 698 FINISHED GRADE. NOTE: PROJECT N0: 20144100 abteiH' aae� +-.t�e., �irur�..: tk;cx�'.�iSayvld.Ycmts�lq:�mu REFERFOEXTERIORPLANTINGSPECIFlCATION DR4WNBY: LS 'I=I I ��'� ' ��i!�% // _ PREPARE SOIL FOR � �, �%�%/�.• /� //��/��--.: � THE ENTIRE BED INSTALL 1'LAYER OF SHREDDED HARDWOOD MULCH OR Y CHECKED BY: JM �—I I 1� �� `' �� I LAYER OF FINELY SHREDDED HARDWOOD MULCH.DO NOT �'�\� /�// ' /�//�/j� PLACE IN CONTACT WI1H PL4NT COPYRI6HT: —�( ' �\\�\\�� \�� (I �.�.�..�,�,,,�mw.�..n.,.�..d�R R E M O V E B U R L A P,T W I N E,� �//��//�/.. . \�/�\/�� I I I— 6 R E F E R E�GE CANDRION VARI E S �.,s.�..�.,.:,..o�c��:�� ROPE AND WIRE FROM �//� _ � ' \//\ i I_�� SCARIFY SIDES OF TREE PIT MIN. TO PU1N �EDGER,REFER TO PLAN AND SPECIFICAITON m��•��'�M TOP HALF OF ROOT BALL �j, WITH SPADE BY HAND TO ��1ud��• a,,�� ,��. �., �1�.�! UNDISTURBED SUBGRADE� I —�I I,��I(I— �— BIND WITH PREPARED SOIL m� i ' i � DRAWING TRLE TAMP SOIL AROUND ROOT BALL BASE -��`fi LANDSCAPE PLANTING DIG PLANTING PIT 4'TO 6" � � � LOOSEN ROOTS OF CONTAINER GROWN PLANTS DEEPER THAN ROOT BALL FIRMLY WITH FOOT PRESSURE SO ? L�i DETAILS PLACE ROOT BALL ON UNDISTURBED TNP�T ROOT BALL DOES NOT SHIFf �i i PLA�ITING SOIL � SCARIFY SIDES AND BOTTOM OF PLANfING BED Wlhl SPADE ORCOMPACTEDSOIL �ir�i�� iy ,�c UNDISNRBEDSUBGRADE • 1 TREE PLANTING DETAIL 3 PERENNIAL PLANTING DETAIL L3.1 L3.1 ��IZ•-� , PLANTINGDETAIL-TREE.DWG L3.1 SCALE3/4'=1'-0' �"1�� i)� �� =�. ��' �, � � k �� y ,. � � � Plannin� Department 763-593-8095/763-593-8109{fax) Date: February 23, 2015 To: Planning Commission From: Jason Zimmerman, Planning Manager Subject: Zoning and Subdivision Ordinance Amendments— Moratorium Study of Subdivisions and Planned Unit Developments with Single Family Residential Components Summary Staff will present the Subdivision Study's recommendations for amendments to the Zoning and Subdivision Ordinances, as well as recommendations for subdivision concerns that should be considered for further study. The following recommendations for Zoning and Subdivision Ordinance amendments were developed through the Subdivision Study process in consultation with residents and members of the Planning Commission and City Council: Minimum Lot Area • Subdivision Ordinance (Minimum Subdivision Design Standards)—create a minimum lot area requirement for new subdivisions in large lot neighborhoods; Irregular Lot Shape— Lot Width • Subdivision Ordinance (Minimum Subdivision Design Standards) —add a subdivision design standard for newly created R-1 lots to require that the minimum lot width dimension be met at the minimum front yard setback line and that the lot width be maintained to a point 70 feet back from the front property line; Irregular Lot Shape— Lot Line Definitions • Zoning Ordinance (Definitions)—add definitions for Front, Rear, and Side Lot Lines; House-to-Lot Relationship— Rear Yard Setback • Zoning Ordinance (R-1 Zoning District)—change to a minimum 25-foot rear yard setback; Tree Preservation • Subdivision Ordinance (Minor Subdivisions and Consolidations)— add requirement for submittal of an existing tree survey with a minor subdivision or consolidation application, which must be prepared by a certified tree inspector or landscape architect retained by the applicant; Planned Unit Development • Zoning Ordinance (Planned Unit Development)—add a minimum lot size requirement for residential PUDs. The following additional changes are proposed by Staff in order to further clarify and make consistent language within the Zoning and Subdivision Ordinances in light of the proposed amendments from the Subdivision Study: • Zoning Ordinance (Definitions)—remove existing definitions of Lot Lines; modify definition of Lot Depth to be consistent with definition in Subdivision Ordinance; remove existing definition of Street Line; modify definition of Front Yard; • Zoning Ordinance (R-1 Zoning District)— remove language regarding front setbacks on corner Iots (now covered in Lot Line definitions); • Zoning Ordinance (R-2 Zoning District)—change to a minimum 25-foot rear yard setback; modify description of Corner Lot Setbacks • Subdivision Ordinance (Definitions) — madify existing definition of Lot Width (remove references to old zoning districts). To address the community's concerns about the loss of too many trees with the development of new subdivisions, the Subdivision Study also recommends amendments to the Tree Preservation Ordinance. Based on discussions with the City Forester regarding the recommended tree preservation improvements, Staff has also identified the need for establishing site landscaping standards within the City's ordinances. Staff would like to integrate the recommended amendments to the Tree Preservation Ordinance with the creation of site landscaping standards. These recommended amendments would be addressed as a follow-up study to the Subdivision Study. Attached are each of the detailed recommendations (2-5 pages for each primary recommendation topic) for the proposed Zoning and Subdivision Ordinance amendments, including background information, Two maps are attached as supporting information for the Minimum Lot Area Requirement recommendation. Also attached is a Summary of Concerns, Findings, and Recommendations table that summarizes the Subdivision Study's recommendations for each of the concerns addressed during the study, including concerns that are not recommended for further study or recommended for further study outside of the Subdivision Study. Attachments Summary of Concerns, Findings, and Recommendations (7 pages) Recommendations (24 pages) Defining Neighborhood Impact Areas Map (1 page) Case Study Analysis Map (1 page) Draft Zoning and Subdivision Ordinance amendments with underlined-overstruck language (12 pages) Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings, and Recommendations . . . . � � - • � • • • • • ' - � • . � Tree Preservation Some neighborhood The Tree Preservation Ordinance is part of the City Code but not the Zoning or Subdivision Amendment to the Minor residents feel that the Ordinances.A Yree preservation plan,including tree inventory,is required to be submitted Subdivisions and current tree preservation or incorporated with a grading,drainage and erosion control plan,which is required for a Consolidations Ordinance.See ord+nance doesn't result in Subdivision application but not a Minor Subdivision/Consolidation application. Per the proposed amendment the desired level of tree Tree Preservation Ordinance,an individual lot tree preservation plan is required for regarding the addition of an preservation. building permit applicants,however,tree preservation plans for single-family homes are existing tree survey not required to be prepared by a certified tree inspector or landscape architect.Tree requirement. preservation plans are reviewed by Engineering and the City Forester. Note that while residents may not believe it,developers do want to keep trees.Study considered lowering In addition,recommend a follow the maximum %of trees that can be removed before tree replacement is required and/or up study that integrates the amending the dimensional definitions of Significant Tree,Specimen Tree,and Significant recommended amendments to Woodland tv include smaller trees. It was also explored whether a different tree standard the Tree Preservation Ordinance could be applied near Theodore Wirth Park and whether the Tree Preservation Ordinance with the City's desire to should be moved into the Zoning or Subdivision Ordinance. establish site landscaping standards in the City's ordinances.See proposed amendments to the Tree Preservation Ordinance. Minimum Lot Area New lots being created, Lot area(density)is currently regulated through the Zoning Code.Minimum lot size in the Amendment to the Subdivision while meeting the zoning R-1 District is 10,000 square feet.Overall in the City,the average lot size for properties in Ordinance.See proposed code,are smaller in size the R-1 Zoning Oistrict is about 15,000 square feet.The average lot size in Tralee is about ordinance amendment than existing lots. 27,000,while North Tyrol has an average lot size of 20,000 and South Tyrol an average lot regarding minimum lot area for size of 18,000.The map of lot sizes shows that there are additional neighborhoods that new subdivisions in large lot also have larger lots.Changes to the Zoning Code to address minimum lot sizes need to be neighborhoods. broader than just the neighborhoods that have recently experienced subdivisions.Study considered creating a higher minimum lot size for part or all of the City.Explored whether changes should occur in either the Zoning or Subdivison Code. z/�3/zols � Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings, and Recommendations • • . . � � - • • • • s • • ' - • • . • Irreguiar shaped Existing definitions and Concern was explored as part of Planning Commission study in 2014 but no zoning Amendments to the lots standards for lot width may amendments were adopted by the City Council.Planning Commission recommendations Subdivision and Zoning be insufficient for from that study regarding requiring a minimum dimension to be maintained for a certain Ordinances.See proposed controlling the creation of portion of the lot were evaluated. Lack of definitions for front,rear,and side lot lines ordinance amendments irregular shaped lots. make the appiication of setback requirements challenging. In particular,the regarding lot width definition determination of whether a line is a rear or side can make a difference as to how much and standard,and addition of separation required between homes.Recommend adding a definition for each. definitions for front,rear,and side lot lines. House to Lot Sizes of rear yards and Concern was explored as part of study preceding 2008 code changes.2008 R-1 ordinance Amendment to the Zoning Relationship placement of houses on changes included intreased side setback requirements based on the height of the home,a Ordinance.See proposed new subdivided lots can be new requirement for the articulation of a wall longer than 32 feet for any new house, ordinance amendment substantially different from reduction in maximum building height from 30 to 28 feet for a pitched roof and 25 feet regarding rear yard setback. those of existing adjacent for a flat roof,and changes to the building height definition and standards. lots. Rear yard setback minimum is calculated as 20%of lot depth.Since there is not a fixed New homes,while meeting standard for lot depth,the resulting rear yard setback minimums vary by lot and can the zoning code maximum, result in small rear yard setbacks. Evaluate the establishment of a fixed minimum for rear may have a larger building yard setback. coverage than existing adjacent lots. A review of existing building coverage in the City found that it is generally tied to lot size. The City's current maximum is 30%for lots 10,000 square feet or greater.Excluding the newest lots where the data is not available,the average building coverage in Tralee is around 11%with both North and South Tyrol around 15%.Precedents from other communities found some communities that did not regulate it.Of those that did,the maximum allowed ranged from 20 to 35%. Further study of building coverage not recommended. Evaluated whether floor area ratio(FAft)could be an approach to address the house to lot relatio�ship. Determined that the variety of lot sizes and shapes would make the development of a FAR very cha�lenging.Not recommended for further study. 2/13/2015 Z Golden Valley Single Famiiy Residential Subdivision Study Summary of Concerns, Findings,and Recommendations • . • • � � - � • • • • • • ' - • � . • Use of PUD for Small residential PUDs may Review other cities standards and make recommendation about how large of a project is Amendment to the Zoning large lot avoid some zoning needed to use the PUD tool for residential subdivisions.Evaluate the estabiishment of a Ordinance.See proposed subdivision restrictions that would minimum size for residential PUDs.Consider exceptions under certain circumstances. ordinance ame�dment otherwise regulate the regarding addition of minimum development of the lot. lot size requirement. Stormwater New subdivisions create An increase in the overall amount of impervious surface is a reality with additional Recommend further discussion Management additional building pads development.Stormwater management is regulated by Section 4.31 of the City Code.A and study invoiving Planning, whose elevations may not Stormwater Permit is required for any activity defined as a land disturbance,which Engineering,and Building be regulated by 2008 includes the construction of homes.�urrently,a preliminary grading plan is prepared as Inspections. amendments to R-1 zoning part of the subdivision application and is considered as part of the public review process. district,especialiy since Final plans are prepared at the time of application for the Stormwater Permi:and the subdivisions typically review is handied administratively.Stormwater Permit applications are reviewed by involve major site grading. Engineering and the appropriate watershed management organization. Additiona!impervious Concem also addressed by impervious surface limitation,which was explored in study surface and modifications preceding 2008 code changes.A 50%maximum impervious surface coverage was added to existing drainage to the R-1 Zoning District.The Zoning Code was also revised to reduce amounT of the front patterns increases yard that could be covered with concrete,bituminous pavement,or pavers from 50% neighborhood risk of down to 40%. flooding. Building pad elevations were also addressed with 2008 amendments to the R-1 zoning district.This induded a revision to the building height definition that requires the average grade of replacement homes to be within one foot of the previous structure.Given that the 2008 amendment primarily deals with tear downs and replacements of individual single family homes,there still may be an issue wiYh new subdivisions-particularly when entire sites are regraded to make new building pads. However,maintaining a similar grade to the previous structure may be challenging when multiple new building pads need to be established and there is additional stormwater to manage. Any additionai review of stormwater regulations should involve Engineering and Building Inspections as well. May be beneficial to have additional discussion about initial site grading as part of new subdivisions-particularly as it relates to building pad elevation. No new strategies recommended. If additional study warranted,recommend that it be completed outside of subdivision study and involve Engineering and Building Inspections. 2/13J2015 3 Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings, and Recommendations • • • . • � - • � • • • • • ' - � • . � Cookie-tutter Houses in new subdivisions Difficult to address in Zoning or Subdivision given the variety of housing styles in Golden Not recommended for further appearance/ can be too similar in Valley Neighborhoods. Most appropriate approach may be the use of residential design study.If additional regu�ations Style too character to each other. guidelines or a neighborhood conservation district to address.This would involve desired by residents,next step different/ extensive involvement of residents and likely take many months to complete. after Subdivision Study would Maintaining be exploration of residential housing variety design guidelines or a neighborhood conservation district. Quality of Types of building materials The Zoning Code does not currently address the type of exterior building material used in Not recommended for further construction selected do not fit with the City.The Ci#y does prohibit in Chapter 4 of the City Code the use of materials that will study.If additional regulations surrounding neighborhood. rapidly disintegrate or look unsightly,such as unfinished sheet metal or unfinished desired by residents,next step exposed concreate.There are examples of cities requiring certain types of exterior after Subdivision Study would building materials,such as masonry,brick,stone,stucco,wood,cement-based siding, be exploration of residential and/or glass. design guidelines or a neighborhood conservation Establishment of standards for exterior building materials,which could potentially be district. addressed in Zoning Code or part of residential design guidelines or a neighborhood conservation district. Building Height Contemporary house styles Concern explored as part of study preceding 2008 code changes.Neight maximum Not recommended for further can be significantly taller lowered from 30 feet to 28 feet for pitched roof and 25 feet for a flat roof.Definitions for study. and perceived as grade and height were changed. incompatible with the scale of existing house styles. 2/13/2015 q Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings,and Recommendations • . • • • � ' • � • • • • • ' - � • . � Ho�se Spacing Houses in new subdivisions Concern was explored as part of study preceding 2008 code changes.Spacing between Not recommended for further placed too close to existing, houses was primarily addressed by increasing the side yard setbacks and linking the side study_ adjacent homes. yard setbacks to the height of the structure.The Project Team did explore whether a minimum building separation requirement could be a potential strategy.However, precedent research did not yield examples of building separation requirements being used for standard single-family residential properties. Precedents found where a minimum building separation was required generally occurred in three situations: 1) between principal and accessory structures on a lot;2)between buildings on properties zoned for multi-family;and 3)in PUDs.Development of a minimum building separation requirement is therefore not recommended.If further study desired,case studies on sample lots should performed as placement of homes on adjacent lots will significantly impact the application of such as requirement. Silt Runoff Inappropriate construction Proposed Construction Management Agreement drafted to ensure developers/applicants Recommend adoption and practices allowing silt understand existing rules.Additional code changes not proposed at this time. implementation of Construction runoff to occur. Management Agreement. Inconvenience of Construction is causing Proposed Construction Management Agreement drafted to ensure developers/applicants Recommend adoption and construction inconveniences for understand existing rules.Additional code changes not proposed at this time. implementation of Construction surrounding Management Agreement. neighborhoods. Emergency and Access is diminished for Proposed Construction Management Agreement drafted to ensure developers/applicants Recommend adoption and maintenance Emergency and understand existing rules.Additional code changes not proposed at this time. implementation of Construction vehicle access maintenance vehicles. Management Agreement. Noise Construction is generating Proposed Construction Management Agreement drafted to ensure developers/applicants Recommend adoption and noise. understand existing rules.Additional code changes not proposed at this time. implementation of Construction Management Agreement. 2J13J2015 5 Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings, and Retommendations i • • • • � ' • � • � • • • � ' � • . � Public Safety Locations of new driveways Driveway locations are evaluated by Engineering based on adopted engineering Not recommended for further decrease safety in standards. If thresholds reached then mitigation measures are required. Evaluation based study. neighborhood. on industry standards.Additional changes would need to invoive Engineering. Increased traffic Additional homes increase Traffic impacts from potential development reviewed by Engineering as part of every Not recommended for further traffic on local application. Mitigation required when standard traffic thresholds reached.Evaluation study. neighborhood streets. based on industry standards.In general,impact of a few additional single family homes unlikely to trigger additional measures.Changes would likely be outside of zoning and subdivision ordinances and would need to involve Engineering. Neighborhood New lots and houses differ Not defined in any City plans,policies or regulations.City's diversity of housing styles Further explore neighborhood Character from existing lots and could make defining neighborhood character in terms of zoning standards challenging. character as part of upcoming Preservation houses in scale and style Community input indicated that each neighborhood has its own character.Many features Comprehensive Planning which changes the beyond house style-such as topography,access to parks and trails,trees,and open Process. If additional regulations neighborhood's existing space.Recommend that first step would be to incorporate neighborhood character desired by�esidents,next step character. preservation definitions and goals into the Comprehe�sive Plan.A second step could be would be exploration of the creation of residential design guidelines or a neighborhood conservation district.This residential design guidelines or a would involve extensive involvement of residents and likely take many months to neighborhood conservation complete. district. 2/13/2015 6 Golden Valley Single Family Residential Subdivision Study Summary of Concerns, Findings, and Recommendations . . • • • � - • � • • • • • ' - � • . � Neighborhood Neighborhood covenants The establishment of neighborhood covenants has been suggested as an option.The Not recommended for further Covenants possible approach to Subdivision Code has a definition of restrictive covenants that states it is a contract study. enable residents to control between private parties.While a possibie strategy,covenants would have to be new development. developed and agreed to by a group of property owners.Each property owner would then be responsible for recording the covenant against their property.Those who did not want to participate would not have to establish a covenant against their property.Covenants have a limitation of 30 years so protection of a neighborhood in perpetuity is not guaranteed.Once established,the covenants would need to be enforced through the legal system.This is generally done by surrounding property owners.The City has on a few,limited occasions been a third party to a covenant. If this were to occur then the City would need to participate in the development of the covenant and its enforcement. Covenants are not recommended as a strategy the City should further explore. Wildlife Impacted Amount and variety of Wildlife habitat and movement is being impacted by subdivisions.These impacts are Not recommended for further wildlife diminishing. similar to what occurred when any of the City's neighborhoods were developed.No new study. regulations are proposed to address this issue specifically.Addressing open space and tree preservation should help to address this concern. Boundary Change Current regulations apply Could consider modifications to subdivision regulations but recommend it be addressed Recommend Planning Staff Regulations same public hearing and separately after the subdivision study.Explore creating the ability for boundary changes review how boundary changes process standards to all lot to occur administratively. should be handled and make a modificaYions from recommendation to the PC and boundary changes to major CC. subdivisions. Sustainability No zoning or subdivision Likely broader than just this study and should involve muitiple commissions.May be mosY Recommend further exploration related problems appropriate to reconsider as part of upcoming Comprehensive Plan update. Education of sustainabiltiy should occur as identified. wil)be needed about what City can regulate and what it can not. part of upcoming Comprehensive Planning process. z/i3/2ois � Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a Qe Subdivision Ordinance Amendment for Minimum Lot Area Subdivision Concern Too small/Too dense/Loss of open space Ordinance Impacted Subdivision Section 12.20: Minimum Subdivision Design Standards, Subdivision 5. Lots Recommendation Create a new minimum lot area requirement for new subdivisions Specific Ordinance Amendments Delete the existing subsection A of Section 12.20: Minimum Subdivision Design Standards, Subdivision 5. Lots: A. Minimum Requirements. All lots shall meet the minimum area and dimension requirements of the zoning district in which they are located.The front of each lot shall abut entirely on an improved public street. Replace it with the following: A. Minimum Requirements. 1. All lots shall meet the minimum area requirements of the zoning district in which they are located, except that lots in the R-1 Single-Family Residential District created through subdivision after 2014 must be at least 15,000 square feet if the average of the R-1 single-family lots within 250 feet of the subject parcel that are greater than 4,000 square feet, excluding the subject parcel, have an average lot area of 18,000 square feet or greater. 2. All lots shall meet the minimum dimension requirements of the zoning district in which they are located, except that lots in the R-1 Single-Family Residential District created through subdivision after 2014 must meet the minimum lot width at the minimum front yard setback line and maintain that lot width to a point 70 feet back from the front property line. 3. The front of each lot shall abut entirely on an improved public street. Background Information The Subdivision Study Team has explored a number of approaches to address the desire for new lots to be larger and more similar in size to existing surrounding lots. One characteristic influencing the recommended approach is the number and distribution of larger lots throughout the City. As larger lots are not confined to specific geographic neighborhoods, it is recommended that a new minimum lot area, if required, be applied throughout the City. This 1 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area approach would also apply to situations where two or more lots are combined and then subdivided.The Subdivision Study Team is recommending a new minimum lot area, if required, be located in the Subdivision Ordinance rather than the Zoning Ordinance in an effort to reduce the creation of non-conforming lots. City Staff has continued to evaluate the number of lots that have the potential to be subdivided in the City. Recent analysis has included an examination of floodplain designation and properties that have previously been platted with underlying lots (and therefore are eligible to be built on without needing another subdivision approval). This additional analysis has reduced the estimate of subdividable lots to 139.The table below provides a breakdown as to the size of the lots. Lot Area of the Estimated 139 Parcels Possible to Be Subdivided . .. .- 20,000 to 25,000 34 24% 25,000 to 30,000 34 24% 30,000 to 35,000 20 14% 35,000 to 40,000 15 11% 40,000 to 50,000 21 15% 50,000 to 60,000 6 4% 60,000 to 80,000 5 4% More than 80,000 4 3% The first step in determining a new minimum lot area requirement was defining what area around a subject parcel would constitute a lot's surrounding context or neighborhood. A review of the precedents (available at the end of this memo)found the number ranged from 200 to 500 feet.The Subdivision Study Team is recommending in Golden Valley that the surrounding context or neighborhood be defined as 250 feet.This recommendation is based on the current minimum lot size (10,000 square feet) and width (80 feet) which result in a typical lot being 125 feet deep.The 250 foot requirement therefore generally includes the two lots adjacent to the subject parcel on all sides.To show the extent of the different distance requirements, the attached map shows two of the five case studies completed looking at how many lots would be included if the surrounding context or neighborhood boundary was 250 feet, 350 feet, or 500 feet.The analysis found that the size of the boundary did not have a consistent impact on the average lot area for the surrounding context or neighborhood. In some cases, the inclusion of additional properties from a larger boundary lowered the average lot area while in other cases it raised it. 2 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area With the 250 foot boundary established,the Subdivision Study Team then focused on determining what an appropriate minimum lot area requirement would be.The Subdivision Study Team heard from many people during the community input process that new lots should be required to be a minimum of the average of the surrounding lots.To evaluate the impact of such a regulation the Subdivision Study Team examined 10 subdividable parcels located throughout the City.The analysis is summarized in the table below and the case studies are shown in the attached map. Analysis of Neighborhood Characteristics of Potential Subdividable Lots .• . . . � .. . . • � �� ..- .. . -. .. . . . . . . . . �• . CS 1 24,747 23 9,432 67,460 25,963 21,615 14,878 2 1 1 CS 2 21,257 35 8,893 15,109 11,370 11,146 1,444 2 1 1 CS 3 52,225 24 12,410 58,198 21,824 17,535 11,218 5 3 2 CS 4 49,998 32 11,823 39,200 19,116 16,698 6,725 4 3 2 CS 5 43,444 31 12,462 43,427 18,899 17,259 7,026 4 2 2 CS 6 21,447 39 7,860 25,929 11,707 10,373 4,116 2 1 1 CS 7 30,031 24 12,502 20,377 15,090 14,422 2,145 3 2 1 CS 8 46,300 22 13,208 52,178 28,054 29,632 7,761 4 3 2 CS 9 30,473 22 10,225 35,296 19,880 19,102 7,511 3 2 1 CS 10 36,228 20 4,940 75,416 23,492 21,113 16,947 3 2 1 In reviewing the analysis, the Subdivision Study Team determined that the use of the surrounding lots' average as the minimum lot size for any new subdivisions would render most subdivisions impossible.This would be the case whether the lot was in larger lot neighborhoods or in neighborhoods with more modest size lots. In an effort to balance the desire for larger lots from some neighborhood residents with the ability of property owners to subdivide their lots, the Subdivision Study Team recommends the City consider an alternative approach. Rather than using a strict average lot size, this approach would raise the minimum lot area requirement to 15,000 square feet when a lot is in a neighborhood where average lot sizes are greater than 18,000 square feet. 15,000 square feet is recommended for a number of reasons. It is the average lot size across the City and represents a 50%increase in the minimum lot area requirement.The Subdivision Study Team also recognizes that only 50%of the estimated subdividable lots are greater than 30,000 square feet in size. Raising the minimum lot area greater than 15,000 further reduces the potential number of lots that can be subdivided even in half. 3 Golden Valley Subdivision Study OQ Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area In addition to determining the new minimum lot area requirement, an average lot size of the surrounding neighborhood that would trigger the new requirement needs to be identified.The Subdivision Study Team explored a range of 15,000 to 20,000 square feet. Given that 15,000 is the city-wide average lot size, it did not seem like the appropriate trigger for requiring larger lots. However, 20,000 square feet seemed too large given the case studies conducted. Many average lot sizes were just under at 19,000 square feet.The Subdivision Study Team ultimate identified 18,000 square feet as that is the lowest of the neighborhood average lots sizes for Tyrol and Tralee, which are the two neighborhoods most concerned about this issue. It is recommended that in calculating the average lot size for a neighborhood only lots that are greater than 4,000 square feet be included. A minimum is recommended so that very small, undeveloped lots do not skew the overall neighborhood average. An analysis of the City's small R-1 lots found that all but a few are publicly owned by the City, Hennepin County, MnDOT, or Metro Transit.The smallest lot that has a residential structure on it is just over 4,200 square feet in size.Thus, Staff recommends that 4,000 be the minimum threshold in calculating the average neighborhood lot size. In considering a revision to the minimum lot area requirement it is important to recognize that the lot area is only one of the factors that will be used in determining whether a lot can be subdivided. New lots also need to meet minimum lot width requirements, provide access to a public street, and have sufficient buildable area on the lot. Precedents . -. . . -.- . . � . � . Minneapolis Lot area shall not be less than the Single-family and two-family Subdivision Ordinance, greater of(1)the minimum zoning lots,including the subject Residential development requirements set forth by the zoning lot,located in whole or part design(Section 598Z40) zoning ordinance or(2)the average within 350 feet or the average of of the single-family and two-family the single-family and two-family zoning lots,including the subject zoning lots,including the subject zoning lot,located in whole or part zoning lot,located in whole or in within three hundred fifty(350) part within the same zoning feet or the average of the single- district within 350 feet,whichever family and two-family zoning lots, is greater. including the subject zoning lot, located in whole or in part within the same zoning district within three hundred fifty(350)feet, whichever is greater,where such average lot area exceeds the minimum zoning requirement by fifty(50)percent or more. 4 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area . -. . . -.- . . � . � . Edina Minimum Lot Area—9,000 square [Note:this definition is located in Zoning Ordinance,R-1 feet; provided,however,if the lot Subdivision Ordinance] District is in a neighborhood,as defined in Neighborhood means all lots in chapter 32,which has lots with a the Single Dwelling Unit District,as Similar regulations for median lot area greater than 9,000 established by chapter 36,which Minimum Lot Width and square feet,then the minimum lot are wholly or partially within 500 Minimum Lot Depth. area shall be not less than the feet of the perimeter of the median lot area of the lots in such proposed plat or subdivision, Section 32.73 of Subdivision neighborhood. except:(1)Lots used for publicly Ordinance identifies owned parks,playgrounds, requirements for submittal athletic facilities and golf courses; of a complete list of all lots (2) Lots used for conditional uses, which are within the as established by chapter 36;or neighborhood of the (3) Lots separated from the property proposed to be proposed plat or subdivision by platted or subdivided, the right-of-way of either T.H. 100 including lot areas,lot or T.H.62. If the neighborhood widths, lot depths,and the includes only a part of a lot,then means and medians of each the whole of that lot shall be dimensional measure. included in the neighborhood.As to streets on the perimeter of the proposed plat or subdivision,the 500 feet shall be measured from the common line of the street and the proposed plat or subdivision. Bloomington Lot width for single and two-family Existing lots wholly or partially Zoning Ordinance, residential lots approved by the within 500 feet of the perimeter of Exceptions and Additions to City after August 31,2006 must the proposed subdivision. Setback and Lot Width meet or exceed 80 percent of the Requirements(Section median lot width of existing lots 19.42) wholly or partially within 500 feet of the perimeter of the proposed Although this regulation is subdivision. for lot width,the approach is relevant to Golden Valley's lot area issue. Unlike the other comparable regulations that focus on meeting the average,this regulation is to meet or exceed 80%of the median. Duluth Minimum Lot Area per Family Developed 1-family lots on the Zoning Ordinance, R-1 (One-Family)-The smaller of 4,000 block face. District square feet or average of developed 1-family lots on the Similar regulations for block face Minimum Lot Frontage and Minimum Depth of Front Yard(Structure Setback). 5 Golden Valley Subdivision Study Q� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area . -. . . -.- . . � . � . Rochester Lot Area and Frontage-The zoning All parcels lying in whole or in part Zoning Ordinance, Design administrator may permit as a Type within 200 feet of the boundary of Modifications(Chapter 60) I Design Modification:(1)The the subject site.Only parcels development of a single family within the same district. Although this regulation detached dwellings on lots smaller permits new lots with lot than those required by the areas smaller than required ordinance in an R-1, R-1x,or R-2 by the zoning district,the Zoning District if consistent in lot approach is relevant to area and frontage with adjacent Golden Valley's lot area developed parcels. issue. Wayzata The lot size that results from a Surrounding neighborhood not Subdivision Ordinance, subdivision or lot combination shall defined. Procedures for Filing and not be dissimilar from adjacent lots Review, Preliminary Plat, or lots found in the surrounding Planning Commission Criteria neighborhood or commercial area. (Section 805.14.E) In addition to the lot size criteria,the Planning Commission Criteria also include criteria regarding adverse impacts on community character/scale/pattern, lot design reflective of the surrounding lots and neighborhood character,and depreciation of values of neighboring properties.Also criteria regarding architecturalappearance, scale,mass,construction materials, proportion and scale of roof line,and functional plan of a building must be similar to the characteristics and quality of existing development.Also a reference to architectural guidelines and criteria (Design Standards),which are in the Zoning Ordinance (Section 9). 6 Golden Valley Subdivision Study Q� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Minimum Lot Area . -. . . -.- . . � . � . Shoreview The Residential Estate(RE)District The term "neighborhood"is Zoning Ordinance, is established to protect and intended to consist of several lots Residential Estate District enhance the character of single- with similar development and (RE) dwelling neighborhoods where lot aesthetic character. areas are substantially larger than This approach targets required in the R1,Detached specific lots with a new Residential District and to protect zoning district and requires mature trees and other significant rezoning. naturalfeaturesthat would otherwise be lost if more intensive Each of the alternative subdivision were to occur.The minimum lot areas has minimum lot area is determined by different minimum lot widths the City Council at the time of and maximum lot coverages. rezoning but is limited to the following alternatives:20,000 square feet;40,000 square feet; 60,000 square feet;or 80,000 square feet. For example, lots rezoned to a minimum lot area of 20,000 square feet show up as RE(20)on the Zoning Map. 7 Golden Valley Subdivision Study �O Recommendation to the Planning Commission for a Qe Subdivision Ordinance Amendment for Lot Width Subdivision Concern Irregular Shaped Lots—Lot Width Ordinance(s) Impacted Subdivision Section 12.20: Minimum Subdivision Design Standards, Subdivision 5. Lots Recommendation Add a subdivision design standard for newly created R-1 lots to require that the minimum lot width dimension be met at the minimum front yard setback line and that lot width be maintained to a point 70 feet back from the front property line.The intent of this recommendation is to prevent the creation of irregularities in lot shape in the portion of the lot where a house will most likely be constructed. Specific Ordinance Amendments Delete the existing subsection A of Section 12.20: Minimum Subdivision Design Standards, Subdivision 5. Lots: A. Minimum Requirements. All lots shall meet the minimum area and dimension requirements of the zoning district in which they are located.The front of each lot shall abut entirely on an improved public street. Replace it with the following: A. Minimum Requirements. 1. All lots shall meet the minimum area requirements of the zoning district in which they are located, except that lots in the R-1 Single-Family Residential District created through subdivision after 2014 must be at least 15,000 square feet if the average of the R-1 single-family lots within 250 feet of the subject parcel that are greater than 4,000 square feet, excluding the subject parcel, have an average lot area of 18,000 square feet or greater. 2. All lots shall meet the minimum dimension requirements of the zoning district in which they are located, except that lots in the R-1 Single-Family Residential District created through subdivision after 2014 must meet the minimum lot width at the minimum front yard setback line and maintain that lot width to a point 70 feet back from the front property line. 3. The front of each lot shall abut entirely on an improved public street. Background Information In 2014, City Staff worked with the Planning Commission on the irregular lot shapes issue and lot width definitions. Staff provided a brief survey of lot width definitions in surrounding communities, including St. Louis Park, New Hope, Hopkins, Plymouth, Edina, and Minnetonka. Most cities studied require that 1 Golden Valley Subdivision Study �ii Q Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Lot Width the minimum lot width dimension be met at the front yard setback line.St. Louis Park's Subdivision Ordinance requires that the minimum lot width dimension be maintained for 1/3 of the lot depth,which is the exception. Based on this study,the Planning Commission suggested that the City Council consider amending the lot width definition/standard to require that new lots meet the minimum lot width dimension at the minimum front yard setback line and maintain that width continuously to a point 70 feet into the lot.The intent was to ensure that the minimum lot width is maintained for the front portion of the building envelope.Since new houses are typically constructed up to the minimum front yard setback, PC members felt that it was most important for lots to have sufficient width maintained for the front portion of the building envelope where a house would be placed,adjacent to neighboring houses,and visible from the street. Minimum Lot Width Standards from Surrounding Communities(Staff Survey from May 2014) City Zoning Ordinance Subdivision Ordinance St. Louis Park Distance between side lot lines Lot width from zoning at front yard setback maintained for 1/3 of the lot depth New Hope Distance between side lot lines Lot width from zoning but cul- at front yard setback de-sacs have minimum lot width of 40 feet Hopkins Maximum distance between side Lot width from zoning lot lines within the front yard Plymouth Distance between side lot lines Lot width from zoning at front yard setback Edina Distance between side lot lines Lot width from zoning at a depth of 50 feet from the front lot line Minnetonka Lot width from subdivision Width of 110 feet at front yard setback,80 feet at right-of-way (or 65 feet at cul-de-sac) The Subdivision Study's review of lot width standards for irregular shaped lots has found additional examples of minimum lot width standards being applied to a portion of the lot's depth. In general,these examples fall into two lot width approaches for irregular shaped lots:average lot width (versus a single point measurement),and minimum lot width maintained for a portion ofthe building envelope where a house will be located.The Planning Commission's original suggestion that new lots meet the minimum lot width dimension at the minimum front yard setback line and maintain that width continuously to a point 70 feet into the lot essentially represents maintaining the minimum lot width for 35 feet,or the front half of the depth of a typical building envelope for a 125-foot deep lot.The depth of the building envelope is calculated by subtracting the front and rear yard setbacks: 125' (lot depth)—35' (front yard setback)—25' (rear yard setback)=65'.Therefore,the front half of the 65' building envelope depth would be 32'.Similar to the Planning Commission's suggestion,the Subdivision Study's recommendation is to maintain the minimum lot width from the minimum building setback line to the midpoint of the building envelope.The following are some examples of lot width ordinances for irregular shaped lots: 2 Golden Valiey Subdivision Study Qa Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Lot Width Bainbridge Township,OH B. Irregular Lots. Lot width is the distance from one side lot line to the opposite side lot line at the front building line. See Figure 7.1.206C,Measurement of Lot Width;Irregular Lots. Generally,the front building line is the front setback line. However, an alternative front building line may be established on the plat of a subdivision that is more distant than the front setback line from the front lot line. Lot width must be maintained to a depth that is sufficient to accommodate a reasonable building in the context of adjacent and nearby lots. Medina,WA B. The lot width is determined by calculating the average horizontal distance between the side lot lines where the building envelope is located. If a lot has an irregular shape(i.e.: less than two side property lines)or is a corner lot, lot width is determined by calculating the average horizontal distance between the longer dimensional lot lines where the building envelope is located. Hanover,MN O. Irregular5haped Lots. On lots determined to be irregular in shape(e.g.,triangular),the developer shall demonstrate to the City an ability to properly place principal buildings and accessory structures upon the site which are compatible in size and character to the surrounding area. Portland,OR 33.930.100 Measuring Lot Widths and Depths A.Single-Dwelling zones. In the single-dwelling zones, lot width is measured by placing a rectangle along the minimum front building setback line.Where the setback line is curved,the rectangle is placed on the line between the intersection points of the setback line with the side lot lines.See Figure 930- 20.The rectangle must have a minimum width equal to the minimum lot width specified for the zone in Chapters 33.610 and 33.611.The rectangle must have a minimum depth of 40 feet,or extend to the rear property line,whichever is less.The rectangle must fit entirely within the lot.See Figure 930-20. B.All other zones. In all other zones, lot widths and depths are measured from the midpoints of opposite lot lines. See Figure 930-15. Borough of River Edge,NJ Lot width. (1)The minimum lot width shall be measured either at the required front yard setback line or at the front lot line as required for the zoning district in which it is situated. For irregularly shaped lots whose sides are not parallel,where the lot width is measured at the required front yard setback line,the street frontage shall not be less than 80%of the minimum lot width required; provided that the lot width measured at the front yard setback line shall be no less than the minimum lot width specified in the Zoning Schedule for the zoning district in which said lot is situated. 3 Golden Valley Subdivision Study Q� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Lot Width (2) In the case of irregularly shaped lots whose sides are not parallel,where the lot width is measured at the front lot line,the width of the lot measured at the required front yard setback shall not be less than 90%of the required lot width measured at the front lot line. Staten Island,NYC Minimum Lot Width(ZR 23-32 and ZR 107-42J The Zoning Resolution mandates a minimum zoning lot width for each residential district(e.g.,40 feet in an R2 district, 30 feet in an R4A district). Where streets follow a grid pattern it is easy to determine the width of a zoning lot. On Staten Island,where there is no regular pattern to the street network, most streets follow the natural topography of the island or have been defined by private road development. In many instances, zoning lots are irregular or uniquely shaped. In these circumstances,the prior zoning regulations allowed a property owner to calculate the mean lot width,an averaging,to determine the lot width.The Task Force identified several instances where property owners have used this averaging to subdivide zoning lots to build more houses than is normally anticipated.The new regulations require that any new building meet all three of the following minimum lot width requirements. A zoning lot has to: 1. Meet the existing minimum mean lot width (averaging) requirement; 2. Meet the minimum lot width requirement at the street line, and 3. A residence can be located only on a portion of the zoning lot where the minimum lot width requirement is met. In addition, on a corner lot,the minimum lot width requirement has to be met on both of the streets that the lot fronts on. On an L-shaped lot,the minimum lot width requirement can be met at only one of the two street lines; however,a building can be located only on that portion of the zoning lot where the minimum lot width is met. Centennial,CO C. Irregular Lots. Lot width is the distance from one side lot line to the opposite side lot line at the front building line.See Figure 12-3-203C, Measurement of Lot Width;Irregular Lots. Generally,the front building line is the front setback line. However, an alternative front building line may be established on the plat of a subdivision that is more distant than the front setback line from the front lot line. Lot width must be maintained to a depth that is sufficient to accommodate a reasonable building in the context of adjacent and nearby lots. San Diego,CA For irregularly shaped lots,such as pie shaped lots,the lot width is determined by calculating the average lot width for the first 50 feet of lot depth. 4 Golden Valley Subdivision Study QQ Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Lot Width Waltham,MA The minimum lot frontage shall be maintained on all lots as a minimum lot width to a point equivalent to the rear fa�ade of the principal building or 50%of the depth of the lot,whichever is greater. Tampa,FL (a) Measurements of lot width and yards. (1) Lot width. The width of a lot shall be measured at the rear of the required front yard and shall be maintained for a depth required to meet fifty(50) percent of the required minimum lot area. 5 Golden Valley Subdivision Study �Q Recommendation to the Planning Commission for �� Zoning Ordinance Amendments for Lot Line Definitions Subdivision Concern Irregular lot shapes—lack of lot line definitions Ordinance(s) Impacted Zoning Section 11.03: Definitions Recommendation Create definitions for front, rear, and side lot lines Specific Ordinance Amendments Add the following definitions to Section 11.03:Definitions: • Lot line,front:The front lot line shall be the boundary of a lot which is along an existing or dedicated street. In the case of a corner lot, any lot line along an existing or dedicated street shall be considered the front. • Lot line, rear:The rear lot line shall be the boundary of a lot which is most distant from and is, or is approximately, parallel to the front lot line. In the case of a corner lot,the rear lot line shall be the line opposite the front lot line with the narrower street frontage. In the case of the front lot lines being equal in length, the City Manager, or his or her designee, shall determine the front lot line. In the case of a triangular shaped lot, the rear lot line shall be a line ten (10)feet in length within the lot at the maximum distance from the front lot line.There shall only be one rear lot line. • Lot line, side:The side lot line shall be any boundary of a lot which is not a front or a rear lot line. Background Information The City Code currently does not define the front, rear, or side lot lines.This has been and can be problematic, particularly for triangular or irregular shaped lots. Assigning the type of lot line is important for the establishment of setbacks. Whether a line is a rear or side can make a difference in how much separation a new house will have from an existing one. An examination of other cities found that most do define the front, rear, and side lots lines.The definitions are fairly similar as can be seen below in the precedent section.These precedents, in conjunction with language in the existing City Code, were used to create the recommended definitions above. 1 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for Q� Zoning Ordinance Amendments for Lot Line Definitions Precedents Front Lot Line Apple Vallev: The boundary of a lot which abuts an existing or dedicated public street. In the case of a corner bare lot it shall be that street line designated by the owner and filed with the Zoning Officer which shall hereafter be the front lot line. In the case of a corner lot with an existing building located thereon,the lot line facing the front side of the structure shall hereafter be the front lot line. Bloomin�ton: That boundary of a lot which is along an existing or dedicated street.The owner of a corner lot may select either street lot line as the front lot line. Brooklvn Park: A lot line abutting the right of way of a public street or property or easement line of a private street.On a corner lot,the shortest of the sides abutting the public street shall be the front. If the dimensions of a corner lot are within 10%of being equal,the front lot line shall be that street designated by the owner. Once it has been established,with the address assigned and the principal entrance determined,the front shall not be reversed. Burnsville:That boundary of a lot which abuts an existing or dedicated public street, and in the case of a corner lot,the lot line with the shortest dimension on a public street,except that a corner lot in a nonresidential area shall be deemed to have frontage on both streets. Columbia Hei�hts: That boundary of a lot that abuts a public street. In the case of a corner lot it shall be the shortest dimension on a public street. If the dimensions of a corner lot are equal,the front lot line shall be designated by the owner and filed with the city. Edina: means the boundary of a lot having frontage on a street.The owner of a corner lot may select either frontage as the front lot line. Lakeville:The lot line separating a lot from the street right of way along the lot frontage. Minneapolis:A boundary of a lot which is along an existing or dedicated public street, but not an alley. On a corner lot,the front lot line shall be the lot line that is in line with the predominant platting orientation of the block. Minnetonka: a lot line abutting a dedicated public right-of-way. Osseo: The boundary of a lot abutting a street. On a corner lot,the shortest street lot line will be the FRONT LOT LINE. St. Louis Park:means that boundary of a lot which abuts a street. In the case of a corner lot, it shall be the shortest dimension on a public street. If the dimensions of a corner lot are equal,the front lot line shall be designated by the owner and filed in the office of the division of inspections. If a parcel has multiple sides on more than two street frontages,the front lot line shall be determined by the zoning administrator. 2 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for �e Zoning Ordinance Amendments for Lot Line Definitions Rear Lot Line Apple Vallev: The boundary of a lot which is opposite the front lot line. If the rear line is less than 10 feet in length,or if the lot forms a point at the rear,the rear lot line shall be a line 10 feet in length within the lot, parallel to,and at the maximum distance from the front lot line. Bloomin�ton:That boundary of a lot which is most distant from and is or is approximately parallel to the front lot line. If the rear lot line is less than ten feet in length or if the lot forms a point at the rear,the rear lot line shall be deemed to be a line ten feet in length within the lot, parallel to and at the maximum distance from the front lot line. Brooklvn Park: The boundary of a lot that is opposite the front lot line. If the rear lot line is less than ten feet in length,or if the lot forms a point at the rear,the rear lot line shall be a line ten feet in length within the lot,connecting the side lot lines and parallel to the front lot line. Burnsville:That boundary of a lot which is opposite the front lot line. If the rear lot line is less than ten feet (10') in length,or if the lot forms a point at the rear,therear lot line shall be a line ten feet (10') in length within the lot, parallel to,and at the maximum distance from the front lot line. Columbia Hei�hts: That boundary of a lot that is opposite the front lot line. If the rear lot line is less than ten feet in length,or if the lot forms a point at the rear,the rear lot line shall be a line ten feet in length within the lot, parallel to, and at the maximum distance from the front lot line. Edina: Lot line, rear, means the boundary of a lot which is most distant from, and approximately parallel with,the front lot line. Lakeville: The lot line opposite and most distant from the lot frontage which connects the side lot lines. Minneapolis:The lot line opposite and most distant from the front lot line. In the case of triangular or otherwise irregularly shaped lots, a line ten (10) feet in length entirely within the lot, parallel to and at a maximum distance from the front lot line. Minnetonka: the lot line opposite and most distant from the front lot line. In the case of corner lots, the rear lot line shall be determined by the director of planning based upon characteristics of the surrounding neighborhood. Osseo: The boundary of a lot which is most distant from and is,or is most nearly, parallel to the front lot line. St.louis Park:means a lot line not intersecting a front lot line that is most distant from and most closely parallel to the front lot line. For a lot bounded by only three lot lines,the rear lot line shall be a line ten feet in length within the lot, parallel to and at the maximum distance from the front lot line. Side Lot Line Apple Vallev, Bloomington, Burnsville,Columbia Hei�hts. Edina, Minneapolis,and Osseo: Any boundary of a lot which is not at a front lot line or a rear lot line. 3 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for �� Zoning Ordinance Amendments for Lot Line Definitions Lakeville: Lot lines extending away from the lot frontage, which connects the front and rear lot lines. Minnetonka: any lot line other than a front or rear lot line. St. Louis Park: Lot line,side, means a lot line which intersects with a front lot line. 4 Golden Valiey Subdivision Study QQ Recommendation to the Planning Commission for a �� Zoning Ordinance Amendment for Rear Yard Setback Subdivision Concern House too big for the lot Ordinance(s) Impacted Zoning Section 11.21 (R-1) Recommendation Establish new R-1 minimum rear yard setback Specific Ordinance Amendments 2. Rear Setback.The required rear setback shall be 25 feet+�--�^},•^^r^^^}�'^°=` ^f}"^ '^} �• Background Information The City Code currently requires the rear yard setback to be 20%of the lot depth. This requirement means that the amount of setback between houses varies depending on the depth of the Iot. While it seems the rear yard setback requirement has not been a significant issue, the establishment of a set rear yard setback number would provide residents a specific, consistent number that they can be sure will be required. If the rear yard setback requirement were to be revised, it is recommended that 25 feet be considered. 25 feet is based on what would be required if 20%were to be applied to the minimum lot area allowed by the zoning code. A 10,000 square foot lot with 80 feet of lot width would have a 125 foot depth and be required to have a 25 foot rear yard setback. As you consider a change to the rear yard setback, please note that it is likely that some structures on existing properties will become nonconforming. Structures determined to be non- conforming would then be required to request a variance to make any expansions.The amount of impact is unknown as this information is not captured in a database and can only be analyzed on a lot by lot basis. Precedents Many communities have more than one single-family residential district. For this review the single-family district closest to 10,000 square feet from the community was included. . . � � . Apple Valley R-3 11,000 30' Blaine R-1 10,000 30' Bloomington R-1 11,000 30' Burnsville R-1 10,000 30' Eagan R-1s/R-1 8,000/12,000 15' 1 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a �e Zoning Ordinance Amendment for Rear Yard Setback Edina R-1 9,000 25' Hopkins R01B/R-1C 8,000/12,000 30/35 Lakeville RS-3 11,000 30' Minnetonka R-1 22,000 40' Plymouth RSF-3/RSF-2 7,000/12,500 25'/25' St. Louis Park R-1 9,500 25' Wayzata R-3A 9,000 20' 2 Golden Valley Subdivision Study i` �i � Recommendation to the Planning Commission for a !!! Subdivision Ordinance Amendment for Tree Preservation �� Subdivision Concern Too many trees removed as part of new subdivisions Ordinance(s) Impacted Subdivision Section 12.50: Minor Subdivisions and Consolidations Recommendation Add a requirement to submit an existing tree survey as part of the Minor Subdivisions and Consolidations application process. Specific Ordinance Amendment as part of Subdivision Study 1) Subdivision Section 12.50: Minor Subdivisions and Consolidations,Subdivision 2. Components of Application Application for a minor subdivision or consolidation shall be made on forms furnished by the City. A filing fee set by Council resolution shall accompany the application.The applicant shall also furnish fifteen (15) copies of a sketch showing the following: A. North arrow and scale(no smaller than 1"=100'). B. Overall dimensions of the property and of each internal property division. C. Square footage of the overall property and of each internal property division. D. Location of all public utilities, streets,driveways,and easements,adjacent to or on the property. E_Location and dimensions of any existing buildings, and distances to nearest existing or proposed lot lines on all sides. �F.Size,species, and location of all existin�si�nificant trees,specimen trees,and si�nificant woodlands located within the proiect limits.These si�nificant trees, specimen trees,and si�nificant woodlands should be identified in both�raphic and tabular form.This existin�tree survev must be prepared bv a certified tree inspector or landscape architect retained bv the applicant. �G.Any other information specific to the particular site and required forthe complete evaluation of the application. Such information shall be supplied at the expense of the applicant. Future Potential Amendment to Tree Preservation Ordinance The Subdivision Study also recommends amendments to the Tree Preservation Ordinance to reduce tree removal and increase tree replacement. Based on discussions with the City Forester regarding the recommended tree preservation improvements, City Staff has also identified the need for establishing site landscaping standards within the City's ordinances. City Staff would like to integrate the recommended amendments to the Tree Preservation Ordinance with the creation of site landscaping standards,as a follow-up study to the Subdivision Study. The Subdivision Study's recommended amendments to the Tree Preservation Ordinance include changing the maximum of 25% of trees that can be removed without replacement during subdivision (multi-lot development)to requiring replacement for all trees that are removed as part of initial site development, but retaining the maximum tree removal thresholds at the time of individual/single-lot development. It is also recommended to simplify the allowable tree removal standards and 1 Golden Valley Subdivision Study � ii Q Recommendation to the Planning Commission for a !!! Subdivision Ordinance Amendment for Tree Preservation �a development phase definitions. The specific recommended amendments to the Tree Preservation Ordinance are as follows: 1) Buildings&Signs Section 4.32:Tree Preservation, Subdivision 2. Definitions L. c:^^��Initial Site Development:The process +�egenerallv includes initial site grading; installation of utilities; construction of public streets;construction and grading of drainageways;filling of any areas;grading of the pad area; utility hookups; construction of buildings, parking lots,driveways,storage areas, recreation areas, private streets;and any other activity within the construction area. N.�elndividual Lot Development:T��^ � ..��:^� �+�f+tio o„+;re�,+o , • . ,• {i0°^^^'�^„�� T"��^^�' ^"��The process generally includes grading of specific pads; utility hookups;construction of buildings, parking lots,driveways,storage areas, recreation areas, private streets; and any other activity within the construction area. 2) Buildings&Signs Section 4.32:Tree Preservation,Subdivision 4.Allowable Tree Removal A.1 Single-lot development. a. Single-family or two-family residential,twenty percent (20%) b. Commercial or multi-unit residential,thirty percent (30%) A.2 Subdivision A�4multi-lot development. � c�.,..i,. ..t,-.�...�,...,.i,.......,..+.. � c�.,..1.. F-,..,�I.,,,.-+..,.,F.,.,,:I,.. �:.�I.,..+:-,� F,..+.... ..+rnnot� . � r.,.,,.,,o.-.-:-,1 �.,.J .,,..I+: .,�+.- ��le.,+��1 f.,.-+.._�n..e., �.,�1., e_l,�lf.,e.-�e.,+In7 [oi1 . , . ��se��ele�� a.Initial site development,*•��^~*•• {^•^ ^^��^^*�'�O"all specimen tree,si�nificant tree, and si�nificant woodland removal shall be miti�ated �b.lndividual lot development. a}�Single-family or two-family residential,twenty percent(20%) ��Commercial or multi-unit residential,thirty percent(30%) Background Information In order to increase tree preservation as part of the residential subdivision process,the Subdivision Study's recommendation is to improve the process and percentage requirement for tree preservation at the time of initial site development as part of the subdivision approval. To improve the process, it is recommended that the City add a requirement for submittal of an existing tree survey as part of a Minor Subdivision/Consolidation application. Similar to the requirement to provide the location and dimensions of existing buildings,this additional requirement would enable PC/CC/public review of the existing significant trees on a proposed subdivision site and an opportunity for CC/PC/public feedback on tree preservation priorities.The details of a tree preservation plan would still be addressed through 2 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Tree Preservation an administrative review,since a tree preservation plan is submitted as part of a stormwater management plan at the time of a building permit application.To improve the percentage requirement for tree preservation, it is recommended that the maximum percentage of allowable tree removal at the time of initial site development be reduced from 25%to a requirement that all tree removal caused by initial site development require tree replacement.The 20% percent maximum for allowable tree removal at the time of individual lot development would stay in place.This change would reduce the current 40%allowable tree removal to 20%.To simplify the tree preservation standards, it is also recommended that the definitions for Single-Phase Development and Two-Phase Development be replaced with definitions for Initial Site Development and Individual Lot Development. Based on a review of other cities'definitions of significant trees and other protected trees,the Subdivision Study finds that Golden Valley's definitions are generally equal to or stronger than other cities and no changes Iare recommended in this regard. The following table shows other cities'Tree Preservation Ordinances to help evaluate the recommendations for improving Golden Valley's ordinance: Precedent Tree Preservation Ordinance Standards City Tree Removal Maximum Definition of Significant Trees Golden Valley For single-family or two-family Significant Tree=minimum 6"diameter for residential: hardwood deciduous trees, minimum 12"diameter for softwood deciduous Single-lot development: maximum of trees, minimum height of 12 feet for 20% coniferous/evergreen trees. Multi-lot development: Specimen Tree=30"or greater diameter • Single-phase development— for hardwood deciduous tree, 50 feet maximum of 40% or greater in height for coniferous tree. • Multi-phase development- Significant Woodland =contiguous crown maximum of 25%(initial site cover occupying 500 or greater square development) plus maximum feet,comprised primarily of deciduous of 20% per individual lot trees between 4"and 12" in diameter development or coniferous trees between 4 ft. and 12 ft. in height. Minnetonka Maximum of 35�of site's high priority Significant Tree=8"or greater DBH for trees or maximum of 25%of a deciduous trees, 15 feet or greater in woodland preservation area can be height for coniferous trees. removed. High Priority Tree=15"or greater DBH for deciduous trees, 20 feet or greater in height for coniferous trees. Woodland Preservation Area =a remnant woodland ecosystem that is a minimum of 2 acres in size and generally mapped in the MLCCS. Bloomington Maximum of 50%of the total inches in Significant Tree= minimum 12"diameter diameter(DBH)of significant trees. for hardwood deciduous trees, minimum 8" diameter for coniferous/evergreen trees. 3 Golden Valley Subdivision Study aQ Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Tree Preservation Burnsville Maximum of 40% removal of Coniferous trees that are 6 ft. or taller, woodland-applies only to deciduous deciduous trees that are 4"in diameter or trees 4"or greater in diameter at 4%' greater require a tree removal permit. feet above the ground and coniferous trees 6'feet or taller. Plymouth Developments in residential districts Significant tree may not be defined. may remove or disturb up to 50%of the total inches of significant trees. Any removal or disturbance beyond this threshold shall require reforestation or restitution. Woodbury Up to 30%of the diameter inches of Significant Tree=minimum 6"diameter for significant trees on any parcel of land hardwood deciduous trees, minimum being developed may be removed 8"diameter for coniferous/evergreen without replacement requirements. trees, minimum 12"diameter for common trees. Specimen Tree=30"or greater diameter for hardwood deciduous tree. Wayzata All property within the City of Applies to any tree more than 32 inches in Wayzata is located within a tree diameter at breast height(DBH). preservation zone. Within the tree preservation zone, it is unlawful for any person(s)to remove any live, healthy tree or trees totaling more than 32 inches in diameter at breast height (DBH) per acre in any 12 month period without having first obtained a valid Tree Protection/Removal Permit from the City of Wayzata.The removal rate of parcels which are less than one (1)acre or more than one(1) acre is mathematically proportionate, subject, however,to the maximum density of 32 inches diameter(DBH) for each acre. St. Louis Park No land shall be altered which will Any tree,with the exception of Salix result in the removal or destruction of (Willow), Boxelder,Siberian Elm and Black any significant tree unless the Locust, is considered to be significant under destruction is authorized by a permit the landscaping section of the zoning issued by the city.Approval of a ordinance if it is at least 5 caliper inches for permit for the removal of any deciduous trees and 6 caliper inches for significant tree or for land alteration conifers.Aspen,Cottonwood or Silver which results in tree destruction shall Maple are considered significant if they are be subject to and conditioned upon at least 12 inches in diameter at 4.5 feet the owner or developer replacing the from the ground. 4 Goiden Valley Subdivision Study �Q Recommendation to the Planning Commission for a �� Subdivision Ordinance Amendment for Tree Preservation loss or reasonably anticipated loss of all live significant trees. Shorewood Developments shall be designed to Any healthy long-lived hardwood preserve large trees where such deciduous tree measuring 8" DBH or preservation would not affect the greater;any healthy softwood deciduous public health,safety or welfare.The tree measuring 12" DBH or greater;or any City may prohibit removal of all or healthy coniferous tree measuring 8'or part of a stand of trees. more in height. Box-elder,cottonwood,and willow trees shall not be considered to be significant trees. Delano Ordinance does not have numerical A healthy tree measuring a minimum of six standards for preserving trees.A tree (6) inches in diameter for deciduous trees, preservation plan must be submitted or a minimum of twelve (12)feet in height to and approved by the City and for coniferous trees.A healthy hardwood implemented in accordance with all tree measuring equal to orgreaterthan subdivisions of five(5)or more lots. thirty(30) inches in diameter and/or a The subdivision tree preservation plan coniferous tree measuring fifty(50)feet or shall follow the preliminary plat/final greater in height.A grouping or cluster of plat review process. Individual lot tree coniferous and/or deciduous trees with preservation plans shall be processed contiguous crown cover,occupying five with the building permit.Tree hundred (500)or more square feet of replacement is required for significant property,which are comprised of trees which were indicated on the deciduous trees between four(4) inches tree preservation plan to be saved but and twelve (12) inches or larger in diameter ultimately were destroyed or or coniferous trees between four(4)feet damaged. and twelve (12)feet or higher in height. Northfield All trees with a DBH of 12 inches or Protected tree=12"or more in diameter. more shall be retained as a protected tree,to the maximum extent feasible. White Bear No person shall alter any lot Any healthy, living,deciduous tree larger Lake containing significant and or specimen than eight (8) inches in caliper(excepting trees without first obtaining a site Box Elder and Chinese Elm)and any health, alteration permit. living evergreen tree at least six(6) inches in diameter.Any tree of notable historic association or any tree of extra ordinary value because of its age,size ortype. 5 Golden Valley Subdivision Study �� Recommendation to the Planning Commission for a Zoning Ordinance Amendment �a for Planned Unit Development(PUD) Minimum Size Subdivision Concern Use of PUD to bypass subdivision/zoning standards Ordinance(s) Impacted Zoning Section 11.55: Planned Unit Development Recommendation Establish a minimum lot size requirement for eligibility to apply for a Planned Unit Development(PUD) Specific Ordinance Amendments Zoning Section 11.55: Planned Unit Development, Subdivision 3. Standards and Guidelines A. Size. T"^�^ �� ^^ m�^�^��'�^ '^+��^. Each PUD must have a minimum area of two (2) acres, excludin�areas within a public right-of-wav, desi�nated wetland or floodplain overlay district, unless the applicant can demonstrate the existence of one or more of the followin�: 1. Unusual physical features of the property itself or of the surrounding neighborhood such that development as a PUD will conserve a physical or topo�raphic feature of importance to the nei�hborhood or community. 2. The property is directiv adiacent to or across a ri�ht-of-wav from property which has been developed previously as a PUD or planned unit residential development and will be perceived as and will function as an extension of that previously approved development. 3. The property is located in a transitional area between different land use cate�ories or it is located on an arterial street as defined in the comprehensive Ip an• Background Information The City's current PUD ordinance does not have a minimum lot size requirement. A brief survey of other metro cities' PUD ordinances found that a number of cities do have PUD minimum lot size requirements, generally ranging from one to two acres, including Crystal, Robbinsdale, Richfield, and Brooklyn Center. The table below summarizes other metro cities' PUD lot size restrictions. City Single Family PUD Restrictions Bloomington No size restrictions for PUDs, though modifications to lot sizes limited Brooklyn Center Minimum of 1 acre with some exceptions Brooklyn Park No size restrictions, though extra scrutiny if less than 3 acres Crystal Minimum of 2 acres with some exceptions Deephaven No size restrictions 1 Goiden Valley Subdivision Study �� Recommendation to the Planning Commission for a Zoning Ordinance Amendment �� for Planned Unit Development(PUD) Minimum Size Eden Prairie No size restrictions Edina ??? Hopkins No size restrictions Maple Grove No size restrictions Minnetonka No size restrictions New Hope No size restrictions Plymouth No size restrictions Richfield Minimum of 1 acre Robbinsdale Minimum of 1.5 acres for residential PUDs St. Louis Park Not allowed in R-1 or R-2 zoning districts Wayzata No size restrictions 2 cc��°r� �� .�� . � � � � Defining Neighborhood _ � - _ Impact Areas _ -, ` — J I i `�.�� ...1 � ' ' } _ ..� �., _ . 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L� _i I}t h1 Pnnt Date:22/2015 �; � -z7 ,� so�,�as: --{ 1 / �. 1 �i �� -Hennepin County Surveyoia Ol�ice ki � �l, ''—� � �tf,.��`; Property Lines(2014)8 Aerial Photography(2012). I ciry or comen vaney �� 17 � ��,�i .�^�-�rC i_ S` G_;� -City o/Golden Valley/or all otherlayem. Pubfc Worb Deprlment I- I 1� � � ��j.F� ��f' .�1�(�'� 0 400 800 1.800 2,400 3,200 7800 Galden Valley Road Feet Golden Valley MN 55427-4588 ._ I ,I`� � 783-5918030 Y www.gold�nvaNsymn.pov ._ Zoning Code Definitions - §11.03 63. Lot: For zoning purposes a lot is a parcel of land intended for occupancy by one (1) principal structure and any accessory structures and of at least sufficient size to meet minimum zoning requirements for use, coverage and area, and to provide such yards and other open spaces as are required by this Code. Such lot shall have frontage on an improved public street and consist of a single lot of record or a parcel of land that has been historically described by metes and bounds. No division or combination of lots shall be permitted that fails to result in all lots conforming to this Code. Where City approval was obtained before the effective date of this amendment (October 3, 1991) of a combination of more than one (1) lot or parcel, the combination shall be considered one (1) Iot for purposes of this definition, except that: A. If a principal structure is situated on two (2) or more lots, but is located on and meets all zoning requirements for one (1) or more, but not all, of the lots, the lot or lots not required for the structure may be treated as separate lots if they met all other requirements of the City Code at the time of their creation. B. If a principal structure is situated on two (2) or more lots and additional land is acquired so that the structure may be expanded, all of the lots must be replatted to conform to this Code. C. If a principal structure is situated on two (2) or more lots and additional land is not necessary for a proposed expansion of the structure, replatting will not be required. Source: Qrdinance No. 73, Znd Series Effective Date: 10-3-91 64. Lot Frontage: The front of a lot shall be construed to be the portion nearest the street. For the purpose of determining yard requirements on corner lots and through lots, all sides of a lot adjacent to streets shall be considered frontage, and yards shall be provided as indicated under "Yards" in this Section. 6-a-: . . 65. Lot Line, Front: The front lot line shall be the boundary of a lot which is along an existing or dedicated street. In the case of a corner lot, any lot line along an existing or dedicated street shall be considered a front lot line. 66. Lot Line, Rear: The rear lot line shall be the boundary of a lot which is most distant from and is, or is approximately, parallel to the front lot line. In the case of a corner lot, the rear lot line shall be the line opposite the front lot line with the narrower street frontage. In the case of the front lot lines being equal in length, the City Manager, or his or her desiqnee, shall determine the front lot line. In the case of a trian�ular shaped lot, the rear lot line shall be a line ten (10) feet in length within the lot at the maximum distance from the front lot line. There shall only be one rear lot line. Zoning Code Definitions - §11.03 67. Lot Line, Side: The side lot line shall be any boundary of a lot which is not a front or a rear lot line. � Lot Measurements: A. Depth: '�"� -�,� '�} '°��, The shortest horizontal distance between the front line and the rear line measured at a ninety (90°�degree angle from the street right-of-wa� B. Width: The minimum required horizontal distance between the side lot lines, measured at right angles to the lot depth, at the minimum front yard setback line. Source: D�dinance No. 523, 2nd Series Effective Date: 7-24-14 C. Area: of a lat shall be computed from the area contained in a horizontal plane defined by the lot lines. fr� Lot of Record: A lot which is part of a subdivision, the plat of which has been recorded in the office of the Register of Deeds of Hennepin County, Minnesota, or a lot described by metes and bounds, the description of which has been recorded in the office of the Register of Deeds of Hennepin County, Minnesota, �8: Lot, Corner: A lot located at the intersection of two (2) or more streets. � Lot, Interior: A lot other than a corner lot with only one (1) frontage on a street other than an alley. � Lot, Through: A lot other than a corner lot with frontage on more than one (1) street other than an alley. Through lots with frontage on two (2j streets may be referred to as DOUBLE FRONTAGE lots. � Lot Coverage: That percentage of a lot which when viewed in its horizontal plane, would be covered by a structure or structures, or any part thereo�. Source: Ordinance No. 58S Effective Date: 1-14-83 Zoning Code Definitions - �11.03 �-�: . s , �9�: Structure: Anything erected, the use of which requires more or less permanent location on the ground, or attached to something having a permanent location on the ground. �8�: Structural Alterations: Any change in the supporting members of a building, such as bearing walls or partitions, columns, beams or girders, or any substantial change in the roof or in the exterior walls. -�� Substantial Improvement: Any repair, reconstruction, or improvement of a structure, the cost of which exceeds fifty percent (50%) of the market value of the structure a) before the improvement or repair is started, or b) if the structure has been damaged, and is being restored, before the damage occurred. Substantial improvement is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the structure. The term does not include either 1) any project for improvement of a structure to comply with existing State or local health sanitary or safety code specifications which are solely necessary to assure safe living conditions or 2) any alteration of a structure listed on the National Register of Historic Places or State Inventory of Historic Places. Source: Ordinance No, 585 Effective Qate: 1-14-83 � Sustainable Development: Development that meets the needs of the present without compromising the ability of future generations to meet their own needs. Source: Ordinance No. 397, 2nd Series Effective Date: 6-6-08 3�-A: Taproom: A facility accessory to a Brewery that is licensed by the City to sell the malt liquors made at the Brewery for consumption on the premises. Source: Ordinance No. 540, 2nd Series Effective Date: 1-30-15 �� Tower: A structure whose function is to support and elevate an antenna, water tank, or other fixture as provided in this chapter. In all cases, the height of a tower shall be measured from the ground level regardless of whether the tower is mounted on another structure or building, and said height shall also include any portion of the antenna or other fixture which extends above the highest reach of the tower itself. Source: Ordinance No. 80, 2nd Series Effective Date: 11-28-91 Zoning Code Definitions - §11.03 �9.- Yard, Front: A yard extending between lot lines which intersect a s�ee� front lot line, the depth of which is the horizontal distance between the street right- of-way line and a line on the lot which is at all points equal distance from the parallel to the st�ee� front lot line. �: Yard, Rear: An open space, unoccupied except for accessory buildings, on the same lot with a building between the rear lines of the buildings and the rear line of the lot for the full width of the lots. 3�-: Yard, Side: A yard extending from the rear line of the required front yard to the rear lot line. � Veterinary Clinic: A place for the care, diagnosis and treatment of sick, ailing or diseased animals which may include kennels for domestic pets, but does not include areas for the boarding of farm animals. Source: Ordinance No. 585 Effective Date: 1-14-83 TCT. Video Game Arcade: Any premises, building or structure containing more than eight (8) video games for use by the general public, customers, patrons, or employees of such premises, building or structure. *Renumbering Source (76-106): Ordinance No. 311, 2nd Series Effective DaCe: 10-29-04 *Renumbering Source (10-123): Ordinance No. 540, 2nd Series Effective Date: 1-30-15 Single Family (R-1) Residential - § 11.21 *Subdivision 10. Impervious Surface Total impervious surface on any lot or parcel shall not exceed fifty percent (50%) of the lot or parcel area. Souree: Ordinance No. 382, 2nd Series Effective Date: 3-28-OS *Subdivision 11. Principal Structures Subject to the modifications in Subdivision 12, below, principal structures in the R-1 Zoning District shall be governed by the following requirements: A. Setback Requirements. The following structure setbacks shall be required for principal structures in the R-1 zoning district. Garages or other accessory structures which are attached to the house or main structure shall also be governed by these setback requirements, except for stair landings up to twenty-five (25) square feet in size and for handicapped ramps. Source: Ordinance No. 292, 2nd Series Effective Date: 3-12-04 1. Front Setback. The required minimum front setback shall be thirty-five (35) feet from any front property line along a street right-of-way line. Decks and open front porches, with no screens, may be built to within thirty (30) feet of a front property line along a street right-of-way line. Source: Ordinance No. 429, 2nd Series Effective Date: 2-19-10 �— , r�4.-,II 4.., .. ..:.d...-.,.d 1-4,.. F.-�..�,� ..F i-M.� I..i- 2. Rear Setback. The required rear setback shall be twenty-five (25�feet. 3. Side Setback, Side yard setbacks are determined by the lot width at the minimum required front setback line. The distance between any part of a structure and the side lot lines shall be governed by the following requirements: Source: Ordinance No. 292, 2nd Series Effective Date: 3-12-04 a. In the case of lots having a width of one hundred (100) feet or greater, the side setbacks for structures fifteen (15) feet or less in height shall be fifteen (15) feet. The side setbacks for any structure greater than fifteen (15) feet in height shall be fifteen (15) feet plus one-half (0,5) foot for each additional one (1) foot (or portion thereof) of structure height over fifteen (15) feet; Single Family (R-1) Residential - § 11.21 b. In the case of lots having a width greater than sixty-five (65) feet and less than one hundred (100) feet, the side setbacks for structures fifteen (15) feet or less in height shall be twelve and one-half (12.5) feet. The side setbacks for any structure greater than fifteen (15) feet in height shall be twelve and one-half (12.5) feet plus one-half (0.5) foot for each additional one (1) foot (or portion thereof) of structure height over fifteen (15) feet; c. In the case of lots having a width of sixty-five (65) feet or less, the side setbacks for structures fifteen (15) feet or less in height along the north or west side shall be ten percent (10%) of the lot width and along the south or east side shall be twenty percent (20%) of the lot width (up to twelve and one-half (12.5) feet) The side setback for any structure greater than fifteen (15) feet in height along the north or west side shall be ten percent (10%) of the lot width and along the south or east side twenty percent (20%) of the lot width plus one-half (0.5) foot for each additional two (2) feet (or portion thereof) of height over fifteen (15) feet. d. For any new construction, whether a new house, addition or replacement through a tear-down, any wall longer than thirty-two (32) feet in length must be articulated, with a shift of at least two (2) feet in depth, for at least eight (8) feet in length, for every thirty-two (32) feet of wall. Source: Ordinance No. 382, 2"d Series Effective Date: 3-28-08 4. Corner Lot Setbacks. To determine the rear yard setback, use the longer front lot line. To determine the side yard setback, use the s�es� shorter front lot line. Source: Ordinance No. 242, 2nd Series Effective Date: 3-12-04 B. Height Limitations. No principal structure shall be erected in the R-1 Zoning District with a building height exceeding twenty-eight (28) feet for pitched roof houses and twenty-five (25) feet for flat roof houses. Source: Ordinance No. 382, 2"d Series Effective Date: 3-28-08 C. Structure Width Requirements. No principal structure shall be less than twenty-two (22) feet in width as measured from the exterior of the exterior walls. D. Cornices and Eaves. Cornices and eaves may not project more than thirty (30) inches into a required setback. Source: Ordinance No. 292, 2nd Series Effective Date: 3-IZ-04 Two Family (R-2) Zoning District § 11.22 Commission and approval by the Council following the standards and procedures set forth in this Chapter: A. Residential facilities serving from seven (7) to twenty-five (25) persons B. Group foster family homes Subdivision 6. Buildable Lots In the R-2 Residential Zaning District a lot of a minimum area of eleven thousand (11,000) square feet shall be required for any principal structure. A minimum lot width of one hundred (100) feet at the front setback line shall be required. Subdivision 7. Corner Visibility All structures in the R-2 Zoning District shall meet the requirements of the corner visibility requirements in Chapter 7 of the City Code. Subdivision 8. Easements No structures in the R-2 Zoning District shall be located in dedicated public easements. Subdivision 9. Maximum Coverage by Building and Impervious Surfaces Structures, including accessory structures, shall not occupy more than thirty percent (30%) of the lot area. Total impervious surface on any lot shall not exceed fifty percent (50%) of the lot area. Subdivision 10. Principal Structures Principal structures in the R-2 Zoning District shall be governed by the following requirements: A. Setback Requirements. The following structure setbacks shall be required for principal structures in the R-2 Zoning District. Garages or other accessory structures which are attached to the house or main structure shall also be governed by these setback requirements, except for stair landings up to twenty-five (25) square feet in size and for handicapped ramps. 1. Front Setback. The required minimum front setback shall be thirty-five (35) feet from any front property line along a street right-of-way line. Open front porches, with no screens, may be built to within thirty (30) feet of a front property line along a street right-of-way line. 2. Rear Setback. The required rear setback shall be twenty-five �25) feet. 3. Side Setback. The required side setback shall be fifteen (15) feet. 4. Corner Lot Setbacks. To determine the rear yard setback, use the longer front lot line. To determine the side yard setback, use the �� shorter front lot line. Planned Unit Development (PUD) - § 11.55 B. This Section applies to all Planned Unit Developments existing in the City on the date of its enactment and all subsequently enacted Planned Unit Developments. Subdivision 2. Applicability A. Optional Land Use Control. Planned Unit Development provisions provide an optional method of regulating land use which permits flexibility in the uses allowed and other regulating provisions including setbacks, height, parking requirements number of buildings on a lot and similar regulations provided the following requirements are met and the PUD plan complies with the other provisions of this and other Planned Unit Development sections. Approval of a Planned Unit Development and granting of a PUD agreement does not alter the existing zoning district classification of a parcel in any manner; however, once a PUD has been granted and is in effect for a parcel, no building permit shall be issued for that parcel which is not in conformance with the approved PUD Plan, the Building Code, and with all other applicable City Code provisions. B. Uses. Once a Final PUD Plan is approved, the use or uses are limited to those approved by the specific approved PUD ordinance for the site and by the conditions, if any, imposed by the City in the approval process. C. Maintenance Preservation. All features and aspects of the Final PUD Plan and related documents including but not limited to buildings, setbacks, open space, preserved areas, landscaping, wetlands, buffers, grading, drainage, streets and parking, hard cover, signs and similar features shall be used, preserved and maintained as required in said PUD plans and documents. Subdivision 3. Standards and Guidelines A. Size. T"�� ~„ '�'- � �e-Each residential PUD must have a minimum area of two (2) acres, excluding areas within a public right-of-wa� designated wetland, or floodplain overlaX district�unless the applicant can demonstrate the existence of one �1) or more of the followinc� 1. Unusual physical features of the property itself or of the surrounding neiahborhood such that development as a PUD will conserve a physical or topographic feature of importance to the neighborhood or communit� 2. The property is directly adjacent to or across a right-of-w� from propertX which has been developed previously as a PUD and will be_perceived as and will function as an extension of that previously approved development. 3. The propertX is located in a transitional area between different land use cateaories. Subdivision Code — Definitions § 12.03 20. Restrictive Covenants: Contracts entered into between private parties constituting a restriction on the use of private property within a subdivision for the benefit of the property owners, and providing mutual protection against undesirable aspects of development which would tend to impair values. 21. Setback Line, Building: A fine shown on the preliminary plat, within the lot and parallel to the street or lot line, which sets off an area within which no enclosed structure or portion thereof may be erected. Source: Ordinance No. 706 Effective Date: 12-11-87 22. Street: A public right-of-way for vehicular traffic, whether designated as a street, highway, thoroughfare, parkway, thruway, road, avenue, boulevard, lane, place or however otherwise designated. Source: Ordinance No. 34, 2nd Series Effective Date: 4-12-90 23. Street Width: The shortest distance between the lines delineating the right- of-way of a street. 24. Subdivider: Any person, firm or other tegal entity commencing proceedings under this Chapter to effect a subdivision of land hereunder for himself or for another. Source: Ordinance No. 706 Effective Date: 12-11-87 25. Subdivision: The division of a parcel of land into two or more lots or parcels, for the purpose of transfer of ownership or building development, or, if a new street is involved, any division of a parcel of land. The term includes a change to an existing subdivision and, when appropriate to the context, shall relate to the process of subdividing or to the land subdivided. 26. Width of Lot: The minimum required horizontal distance between the side lot lines measured at right angles to the lot depth, at the minimum �t�-i+�-i� front yard setback line ' ' , ��_��...._�..�., -�-�z,--��. Source: Ordinance No. 34, 2nd Series Effective Date: 4-12-90 27. Utilities: One (1) or more of the following services provided to the public: sanitary sewer, water, storm sewer, telephone, electricity, cable televisian, and other communication mechanisms. Source: Ordinance No. 706 Effective Date: 12-11-87 Subdivision Code — Minimum Design Standards § 12.20 required in the area by the Zoning Chapter and to provide for convenient access, circulation, control and safety of street traffic. B. Non-Residential Blocks. Blocks intended for commercial, institutional and industrial use must be designated as such. C. Lengths. Block lengths shall not exceed one thousand two hundred (1,2Q0) feet. D. Arrangement. A block shall be so designed as to provide two tiers of lots, unless it adjoins a railroad or limited access highway or other non-residential use(s), where it may have a single tier of lots. Source: Ordinance No. 706 Effective Date: 12-11-87 Subdivision 5. Lots �— . Source: Ordinance No. 377 Effecrive Date: 7-13-07 A. Minimum Requirements. 1. All lots shall meet the minimum area requirements of the zoning district in which they are located, except that lots in the R-1 Sin,gle-FamilX Residential District created through subdivision after 2014 must be at least fifteen thousand (15,000) square feet if the average of the R-1 single-family lots within two hundred fifty (250) feet of the subject parcel that are greater than four thousand (4,000) square feet, excluding the subject parcel, have an average lot area of eighteen thousand (18,000� square feet or greater. 2. All lots shall meet the minimum dimension requirements of the zoning district in which they are located� except that lots in the R-1 Single-Family Residential District created through subdivision after 2014 must meet the minimum lot width at the minimum front yard setback line and maintain that lot width to a point seventk�70) feet back from the front lot line. 3. The front of each lot shall abut entirely on an improved public street. B. Corner Lots. Corner lots shall be platted at least twenty (20) feet wider than the required minimum lot width as required by the Zoning Chapter. Subdivision Code — Minor Subdivisions and Consolidations§ 12.50 Section 12.50: Minor Subdivisions and Consolidations Subdivision 1. Eligibility for Application In keeping with Minnesota statutes 1989, 462.358 Subdivision la, which allows for the establishment of more than one (1) class of subdivision and more than one (1) set of regulations, certain proposed land subdivisions and consolidations may qualify for application under this section. For such applications, the standards, requirements, and procedures cited herein shall supersede their counterparts in Sections 12.10, 12.11, 12.12, 12.20, 12.30, 12.40 and 12.42 of this ordinance. Each of the following conditions must be met to establish eligibility: A. The land to be subdivided or consolidated must be part of a recorded plat or a recorded Registered Land Survey (RLS). B. Consolidations may involve any number of parcels, but subdivisions shall be limited to the creation of four (4) or fewer lots from one (1) or more original parcels. C. The subdivision or consolidation shall not necessitate any additional public investment in new roads or utilities to serve the lots. Subdivision 2. Components of Application Application for a minor subdivision or consolidation shall be made on forms furnished by the City. A filing fee set by Councif resolution shall accompany the application. The applicant shall also furnish fifteen (15) copies of a sketch showing the following: A. North arrow and scale (no smaller than 1" = 100'). B. Overall dimensions of the property and of each internal property division. � C. Square footage of the overall property and of each internal property division. D. Location of all public utilities, streets, driveways, and easements, adjacent to or on the property. E. Location and dimensions of any existing buildings, and distances to nearest existing or proposed lot lines on all sides. F. Size, species, and location of all existin�significant trees, specimen trees, and significant woodlands, as defined by City Code, located within the project limits. These significant trees1 specimen trees, and significant woodlands should be identified in both graphic and tabular form. This existing tree Subdivision Code — Minor Subdivisions and Consolidations§ 12.50 survey must be prepared by a certified tree inspector or landscape architect retained by the a�plicant. �. G. Any other information specific to the particular site and required for the complete evaluation of the application. Such information shall be supplied at the expense of the applicant. �.�G-�� `�,�i�'� r � � �:_�:; �. <... :�. . ,�.,�. �, Planning Iaepartment 763-593-8095/763-593-8109(fax) Date: February 23, 2015 To: Golden Valley Planning Commission From: Jason Zimmerman, Planning Manager Subject: Land Use Planning for Golden Valley Road/Highway 55 West Redevelopment Area The City Council has directed the Planning Commission to examine the Highway 55 West Redevelopment Area and determine if the existing land use regulations are sufficient to support the Council's visian of the area as a mixed-use, pedestrian-friendly, extension of the downtown. Specifically, with vacancies in two adjacent commercial properties there was concern that the potential for auto-oriented uses could prove to be detrimental to this vision. Staff will discuss the current zoning, the guided land uses in the Comprehensive Plan, the existing uses along the corridor, and the possibility of creating a Pedestrian Oriented Overlay District. Attachments Zoning Map (1 page) Comprehensive Plan Map (1 page) Existing Conditions Map (1 page) Pedestrian Oriented Overlay District— Minneapolis (8 pages) 1 a � �/� v 5 � e�F ,a`��'��''�, 're. 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"� � K' a . ��:.. ., . � � �. ��_� �� t � r.. #�� . . . . . � € � ��. �{; � & i�"" „a �r =� w„ . . � . . . . ��y�'� t �ri- f s r,(� ' j .� �' _ � `�� ' � � �� `�" � � � � � � - ... �� O �� . � k } � . �� l4.� . � �"� :�e l��t€ t . . � .. �` �. � > �� ; �� .�. � . � _ ... � ��+ � #.z� � . : � Minnesota Law � Transit Oriented Development (TOD); Pedestrian Oriented Design (POD) EPA Region 5 Municipality- City of Minneapolis Pedestrian Oriented Overlay District Summary The City Code of Minneapolis, Minnesota provides for pedestrian oriented overlay districts � ("PO") for smaller sized areas throughout the city in the vicinity of public transit service stations (bus, train, or both) that consist of regulations aimed to promote pedestrian activity and street life in addition to the underlying zone's original regulations. The city recently constructed Metro Transit Hiawatha Light Rail Line that makes 17 stops between the popular Mall of America and downtown Minneapolis, with dozen of bus routes timed to connect with the train at each stap. Some of the PO districts consist of the area surrounding these stops, and other transit centers. The ordinance prohibits drive-through facilities and automobile service uses. The maximum off- street parking allowed for nonresidential uses is 75% of that which is allowed elsewhere in the city, and shared-parking is encouraged. Design standards to enhance the pedestrian-friendly atmosphere include a requirement that nonresidential building facades have at least 40% of their frontage covered with glass that allow views into and out of the building at eye level, and awnings and canopies are encouraged to protect pedestrians from the elements. The ordinance has specific PO regulations for several particular areas of the city (with sections within the ordinance identifying each area and describing the area's location and boundaries), such as requiring a travel demand management plan (TDMP) for new developments over 4,000 square feet in the "Lake and Hennepin Area." In specified transit station areas, the ordinanca prohibits � the development of any new ec�mmercial parking lots or the expansion of existing commercial � � parking lots. The minimum FAR requirements for both commercial and industrial uses in the transit station areas are set at 1.0. Building placement shall be in a manner that facilitates pedestrian access and circulation, with at least one principal entrance facing the public street. To � enhance the pedestrian experience, the ordinance requires building to provide amenities such as tables, seating and landscaping in the area between the building and the lot line. Law CODE OF ORDINANCES —CITY OF MINNEAPOLIS, MINNESOTA TITLE 20: ZONING CODE, Chapter 551 Overlay Districts ARTICLE II. PO PEDESTRIAN ORIENTED OVERLAY DISTRICT § 551.60to § 551.175 § 551.60. Purpose. The PO Pedestrian Oriented Overlay District� is established to preserve and encourage the � pedestrian character of commercial areas and to promote street life and activity by regulating building orientation and design and accessory parking facilities, and by prohibiting certain high impact and autamobile-oriented uses. § SS1.70. Established boundaries. The boundaries of the PO Overlay District shall be the areas shown on the official zoning map. � § 551.80. Eligible areas outside of established boundaries. Any person having a legal or equitable interest in property located outside of the established � boundaries may file a petition to request the addition of the PO Overlay District classif cation in � the manner provided for roning amendments in Chapter 525, Administration and Enforcement. The following criteria shall be considered when designating a PO Overlay District: (1) The level of pedestrian interest and activity. (2) The variety of retail sales and services activities. (3) The exten�to which properties have limited or no front setbacks. (4) The availability of public transit service in the area. § 551.90. Prohibited uses. The following uses shall be prohibited in the PO Overlay District: (1) Drive-through facilities. (2) Automobile services uses, (3) 1'ransportation uses. § 551.100. Fast food restaurants. Fast food restaurants shall be located only in storefront buildings existing on the effective date of this ordinanee, provided further that no significant changes shall be made to the exterior of the � structure and freestanding signs shall be prohibited. § SS1.110. Building placement. The placement of buildings shall reinforce the street wall, maximize natural surveillance and visibility, and facilitate pedestrian access and circulation. The first floor of buildings shall be located not more than eight (8) feet from the front lot line, except where a greater yard is required by this zoning ordinance. In the case of a corner lot, the building wall abutting each � street shall be located not more than eight (8) feet from the lot line, except where a greater yard is required by this zoning ordinance. "The area bctween th� building and the lot line shall include amenities such as landscaping, tables and seating. I3uildings shall be oriented so that at least one (1) principal entrance faces the public street rather than the interior of the site. § 551.120. Building facade. (a) Window area. � At least forty (40) perc�nt of the first floor �Facade of any nonresidential use that faces a public street or sidewalk shall be windows or doors of clear or lightly tinted glass that allow views into and out of the building at eye level. Windows shall be distributed in a more or less even manner. Minimum window area shall be measured between the height of two (2) feet and ten (10) feet above the finished level of the first floor. (b) Awnings and canopies. � Awnings and canopies are encouraged in order to provide protection for psdestrians and shall be placed to emphasize individual uses and entrances. Backlit awnings and canopies shall be prohibited. § SS1.130. Prohibited on-premise signs. "I'he following on-premise signs shall be prohibited in the PO Overlay District: (1) Pole signs. (2) Backlit awning and canopy signs. (3) Backlit insertable panel projecting signs. § 551.140. Accessory parking. (a) Location. � On-site accessory parking facilities shall be loeated to the rear or interior side of the site, within the principal building served, or entirely below grade. (b) llimensions. Parking lots shall be limited to not more than sixty (60) feet of street frontage. (c) Driveways. The driveway width for all parking facilities shall not exceed twenty (20) feet of street frontage. (d) Shared parking. The development of shared parking is encouraged, subject to the provisions of Chapter 541, Off- Street Parking and Loading. (e) Off-site parking. When off-site parking is allowed as specified in Chapter 541, Off-Street Parking and Loading, parking may be located an additional five hundred (500) feet from the use served, subject to the reyuirements of Chapter 541, Off-Street Parking and Loading, g�overning the location of off-site parking. (f� Minimum and maximum number of accessory parking spaces. The minimum off-street parking requirement for nonresidential uses shall be seventy-five (75) percent of the minimum requirement specified in Chapter 541, Off-Street Parking and Loading. The maximum off-street parking allowance for nonresidential uses shall be seventy five (75) percent of the maximum allowed as specified in Chapter 541, Off-Street Parking and Loading, provided that a development with one (1) or more nonresidential uses shall not be restricted to fewer than ten (10) total accessory parking spaces on a zoning lot. § 551.145. West Broadway area. The following additional regulations shall govern development within the PO Overlay I)istrict along West Hroadway Avenue between the Mississip�i River and the western city limits, as shown on the official zoning map: (1) Minimum floor area. New develapment in Commercial, OR2 and OR3, and Industrial districts shall be subject to a minimum floor area ratio of one (1.0). Individual phases of a phased development may be less than this minimum, provided the entire development meets the minimum requirement. This requirement shall not apply to the expansion of buildings existing on the effective date of this section. (2) Minimum number of floors. Buildings that front on West Broadway shall be two (2) or more floors for the length of the West Broadway frontage. § 551.150. Lake and Hennepin area. The following additional regulations shall govern development within the PO Overlay District in and around the intersection of West Lake Street and Hennepin Avenue South, with an eastern boundary of Bryant Avenue South, as shown on the official zoning map: (1) Travel demand management plan. All development containing more than four thousand (4,000) square feet of new or additional gross floor area, or more than four (4) new or additional parking spaces, shall include a travel � demand management plan (TDM) that addresses the transportation impactis of the development on air quality, parking and roadway infrastructure. The planning director, in consultation with the city engineer, shall conduct the administrative review of the TDM. The planning director shall recommend to the zoning administrator any mitigating measures deemed reasonably necessary, who shall include such recommendation as a condition of the issuance of any building permit, zoning certificate or other approval required by this zoning ordinance or other applicable law. All findings and decisiQns of the planning director shall be final, subject to appeal to the city planning commission, as specified in Chapter 525, Administration and Enforcement. § 551.155. Nicollet Franklin area. � The following additional regulations shall govern development within the PO Overlay District along Nicollet Avenue from Franklin Avenue on the north to the Midtown Greenway/Hennepin County Regional Railroad Authority ri�ht-of-way on thc south, and generally from the alley to the east to the alley on west unlass other wise shown; Franklin Avenue between I,aSalle Avenue and I3SW; and 26th Street between Nicollet Avenue and the alley between Stevens Avenuc and 2nd Avenue S., as shown on the official zoning map: (1) Travel demand management plan. A11 development containing more than ten thousand (10,000) square feet of new or additional commercial gross floor area or more than seventy-five (75) residential units, shall include a travel demand management plan (TDM) that addresses the transportation impacts of the development on air quality, parking and roadway infrastructure. The planning� director, in consultation with the city engineer, shall conduct the administrative review of the TDM. The planning director shall recommend to the zoning administrator any mitigating measures deemed reasonably necessary, who shall inelude such recommendation as a condition of the issuance of any building permit, zoning certificate or other approval reyuired by this zoning ordinance or other applicable law. All findings and decisions of the planning� director shall be tinal, subject to appeal to the city planning commission, as specitied in Chapter 525, Administration and � Fnforcement. (2) Building alteration or replacement. The alteration of an existing building shall not result in a reduction of the existing number of stories (e.g., a two-story building shall not be reduced to a one-story building or be replaced by less than a two-story building). (3) Minimum floor area. New development in Commercial, OR2 and OR3, and Industrial districts shall be subject to a minimum floor area ratio requirement of one (1.0). Individual phases of a phased development may be less than this minimum, provided the entire development meets the minimum � requirement. This requirement shall not apply to the expansion of buildings existing on the effective date of this section. (4) Corner cuts. � New development on the corner of two (2) street rights-of way shall have a setback at the sidewalk level on the corner of the building. This setback shall be no less than two (2) feet and no greater than eight (8) feet from the corner of'the property. (5) Linear frontage of one (1) use. No single commercial use in one (1) building shall extend along more than one hundred and twenty (120) linear feet of the first floor facade f'ronting any street. § 551.160. Dinkytown area. The foUowing additional regulations shall govern development within the PO Overlay District in and around the intersection of Fourth Street Southeast and Fourteenth Avenue Southeast, as shown on the official zoning map: (1) Off-street parking. Nonresidential uses shall not be rec�uired to provide accessory off=street parking facilities. § 551.165. Stadium Village area. The following additional regulations shall govern development within the PO Overlay Uistrict in and around the intersection of Washington Avenue Southeast and Oak Street Southeast, west of Huron Boulevard, as shown on the official zoning map: (1) Ot'f-street parking. Nonresidential uses shall not be required to provide accessory off-street parking facilities. § 551.170. Central and Lowry area. The following additional regulations shall govern development within the PO Overlay Districi in � and around the intersection of Central Avenue Northeast and Lowry Avenue Northeast, as shown on the official zoning map: (1) Drive-through banking facilities. Notwithstanding any other provision to the contrary, an existing drive-through banking facility may be rebuilt or may add one (1) additional drive-through lane provided the drive-through banking faeility or additi�nal drive-through lane is located within the boundaries of the zoning lot existing on the effective date of this ordinance, and subject to all other applicable regulations of this zoning ordinance. (2) Building alteration or replacement. The alteration of an existing� building shall not result in a reduction of the existing number of stories (e.g�., a two-story building shall not be reduced to a one-story building or be replaced by less than a two-story building). §551.175. Transit Station areas. The following additional regulations shall govem development within PO Overlay Districts in � and around the following existing or proposed transit stations, as shown on the official zoning maps: Cedar-Riverside LRT Station Franklin Avenue LRT Station Lake Street/Midtown LRT Station 38th Street LRT Station 46th Street I,R"1' Station tJniversit�y Avenue Southeast and 29th Avenue Southeast (1) Prohibited uses. The following uses shall be prohibited in the PO Overlay District: (a) Self service storage. (b) Commercial parking lots, including the expansion of any existing commcrcial parking lot. (c) The conversion of any accessory parking lot to a commercial parking lot. (2) Wholesaling,warehousing and distribution; furniYure moving and storage. Uses shall be limited to thirty thousand (30,000) square feet of gross floor area. (3) Density bonuses. Where the primary zoning district provides a density bonus, such bonus shall be thirty (30) percent. (4) Minimum floor area. New development shall be subject to a minimum floor area ratio requirement, as specified in "Table 551-0, Transit Station Area Minimum Floor Area Ratio Requirements. Individual phases of a phased development may be less than this minimum, provided the entire development meets the minimum requirement. This requirement shall not apply to the expansion of buildings existing on the effective date of this section. Table 551-0 Transit Station Area Minimum Floor Area Ratio Requirements Transit Station Area Minimum FAR Commercial, Residence OR2 Industrial and and OK3 Districts OR 1 Districts Districts Cedar-Riverside 1.0 1.0 none Franklin Avenue 1.0 1.0 none Lake Street/Midtown 1.0 1.0 none 3$th Streei 1.0 1.0 none 46th Street 1.0 1.0 none University Avenue Southeast and 29th 1.0 1.0 none Avenue Southeast (5) Off-street parking. (a) Multiple-f'amily dwellings. The minimum off-street parking requirement shall be ninety (90) percent of th� number specified in Chapter 541, Off-Street Parking and Loading. Agenda Item: Planning Commission Annuai Report by John Kiuchka, PC Chair Summary Golden Valley 2014 Planning Commission activities were diverse and active, and benefitted from dynamic participation from its mernbers. As economic conditions continue to remain strong, our volume and balance of topics continue to see topical trends, and also see opportunities to invest for future growth and expected change. Recommendations While the issue of residential subdivisions has received significant attention, other land use planning topics are worth further review based on trends and experience. I would like to see city council offer direction for further consideration of these issues. A few of the issues 1'd like to see considered based on our 2014 activities include: 1. Opportunities for land use strategic planning that are proactive and could have a significant impact on the content of our upcoming comprehensive plan update. Potentially combining consulting resources planned for Comprehensive Plan to support further review of key issues. 2. Opportunities to proactively consider the city's existing land use resources to bolster strategic goals vs administrative-only review and planning. Seek new ideas and public input proactively. 3. Strategies for more effectively communicating the approaches that our city takes when making land use planning decisions via ordinance, variance, CUP/PUD and others. 2014 Planning Commission key topics - Light Rail Station Area Planning, communication, and partnership with related groups • Construction management issues, and how they impact people's perception of development • Subdivisions in large-lot neighborhoods, lot dimension and setback definitions, wetland protection easement definitions • Brookview Community & Event center- need for strategic land use planning, public input, and fresh thinking about the future of GV's downtown district and its future partnerships • Accountability for waterldrainage designs and approvals if they turn out to be incorrect • Need for a standard PUD condition for Design Review and Approval to be added so we don't have to remember to add it during the review process • Strategic considerations of residential zoning changes so the city's intent(after public input and review) is clear in a neighborhood where redevelopment opportunities exist