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Home My WebLink About1980-009 JP-CUPWASHINGTON COUNTY, MINNESOTA of ❑ Certificate of Compliance M Conditional Use ❑ Planned Unit Development Applicant: Gunnar NO. Permit Fee Date Fee Paid i I /7 4, ZONING USE PERMIT ❑ Rezoning ❑ Sign ❑ Mining ❑ ❑ Grading Address: 1017 -Last r, $ P Street City/State/Zip Code: Litchfield, Mid 55355 Property Description: _.. Lot 6, Matt Hooley Addition _ Permitted Uses: 29 Unit Motel Subject to the following special conditions or restrictions: ATTACHED We accept the conditions of this permit. We understand that any changes from these plans must be resubmitted for approval. s' OWNER OR-RERRESENTATIVE MATE ZONING ADMINISTRATOR DATE WHITE COPY -APPLICANT CANARY COPY -FILE PINK COPY -LOCAL GOVT. UNIT IP-CIJP-80-009 ATTACHED CONDITIONS Best Western Motel Gunnar Balstad November• 6, 1980 CONDITIONS: 1) All applicable provisions of the Joint Powers Zoning Ordinance as well as any more restrictive provisions of the City of Stillwater concern- ing commercial development shall be complied with. 2) Upon agreement between the Zoning Administrator, City of Stillwater and the Joint Powers Committee, no building permit will be issued prior to the approval and issuance of this CUP. 3) Sanitary sewer and water improvements shall be constructed and utilized in compliance with engineering standards and approval of the City of Stillwater. 4) On-site drainage shall comply with Exhibit 1. 5) Design and location of all drives and parking areas shall be as indi- cated on Exhibit 1. 6) All turfed areas on the parcel that have been disturbed or destroyed during the construction phase of this project shall be graded with topsoil, rough seeded, mulched and fertilized or sodded prior to May 25, 1981 in accordance with the recommendations of the Zoning Adminis- trator. 7) Design, locations and specifications of signs shall conform with the Joint Powers Zoning Ordinance and subject to approval from the Zoning Administrator. All signs shall require a sign permit to be issued by the Zoning Administrator. 8) This permit shall not be considered a building or sign permit. 9) All waste materials and refuse shall be stored inside the trash en- closure indicated on Exhibit 1. 10) Concrete curbs approved by the engineer shall be installed around all paved areas as indicated on Exhibit 2. 11) Any alterations to the attached site plan shall be reviewed and ap- proved by the Zoning Administrator and shall require an amended CUP. 12) Any plant materials that do not survive must be replaced as needed where indicated on Exhibit 2. 13) The parking lot shall be lighted according to the standards of the Joint Powers Zoning Ordinance and Exhibit 1. 14) The conditions of this permit shall apply to the land described and shall not in any way except herein noted, be affected by any subse- quent sale, lease or other change from the current ownership. 15) Non-compliance with the conditions and attachments of this permit shall be considered a violation of said permit and may result in revocation of said permit. 16) Construction shall begin within one (1) year after the issue date of this permit or the permit becomes void. 17) A $22,500.00 financial guarantee shall be retained by the Zoning Ad- ministrator to insure compliance with the conditions of this permit. 18) No food and/or beverage service other than vending machines shall be permitted. 19) All curb returns onto the city street shall be constructed in accord- ance with the specifications of Exhibit 4. 20) "Stop" signs shall be placed on all driveway exits. 21) A "Deliveries Only" sign shall be placed at the entrance of the ser- vice driveway indicated on Exhibit 2. 22) Building elevations, drainage, grading and other site improvements shall be developed according to Exhibit 5. l G 2 r�'CJ er orAea,6sentative Date Zoning Administrator Date -2- r SHORT-ELLIOTT-HENDRICKSON, INC. CONSULTING ENGINEERS ST. PAUL, MINNESOTA CHIPPEWA FALLS, WISCONSIN November 7, 1380 Joint Powers Committee Washington County Courthouse 14900 61st Street North Stillwater, Minnesota 55082 RE: JOINT POWERS PROPOSED BEST JP -CUP -80-009 OUR FILE NO. Attention: Mr. Dan Koehler, Planner COMMITTEE WESTERN MOTEL SITE In accordance with Dan Koehler's request of October 27, 1980, which we received on October 31, we are enclosing herewith a report of our investigation of the site drainage and facilities for the proposed motel on Lot 13 of the Matt Hooley Addition of the Stillwater Industrial Park. We find the proposed bituminous and gravel section for the parking area to be in accordance with the suggested standards submitted to the Joint Powers Committee. The suggested standards that were submitted to the Joint Powers Committee on August 13 also suggested that B 618 concrete curb and gutter be used on sites within the Joint Powers area. The curbing proposed for this development does not meet the B 618 Mn/DOT standard, however, they do propose a concrete curb which appears substantial enough to provide adequate protection within the site. This site drainage is generally in agreement with the overall site drainage for the Matt Hooley Addition. The drainage basically is directed toward the ponding area on the westerly edge of the site. The developer has provided a curb outlet on the west edge of his parking area to allow drainage from the site to the pond overland. The north -south gradient on the west edge of the parking lot is at approximately a 0.4 percent grade. We feel that a minimum of 0.5 percent should be provided on bituminous parking areas. The cross - slope of the parking lot is approximately 1.5 percent which meets the suggested standards submitted to the Joint Powers Committee. We are submitting aportion of the drawing that you submitted to us which included the site plan for the proposed development with these corrections indicated in red pencil. The developer has also indicated on his drawing that concrete curbing would be extended to 200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUL, MINNESOTA 55.117 • PHONE (612) 484-0272 Joint Powers Co.�-nittee November 7, 1980 Page 2 the frontage road shoulder. We feel this curb should be terminated at the property line and the portion of the driveway between the property line and the frontage road shoulder be crowned or sloped to one side to provide drainage from that surface into the ditch serving the frontage road. A culvert is required under the drive entrance to facilitate drainage in the ditch serving the frontage road. We have determined the drainage area served by this ditch to be approximately 3.89 acres. In sizing the culvert we find the ditch grade to be at 2.95 percent which would require a 21 inch CMP cul ' vert. This culvert should also have apron end sections on each end.If the driveway entrance were sloped at a 3:1 slope we feel it would require 50 lineal feet of 21 inch CMP including apron end sections. We trust this report will satisfy the requirements of the review. Please contact the undersigned if there are any further questions. acerely, x Richard E. Moore jcj Enclosure - - _ S: ��x h► b � -f- � 1�\ \ SHSg3B'1 R70,O��', `' •. •�� E z 9 y I z u -7- AT � r �,-• � ; � t - r NEW 29 UNIT lLLL j I 0 '°�° �.:,E .I h10TEL BUILDING AhUllfAP 9 S.4 Tr � I I (�� 4 -• � � ..�:...� ; Q,gN�r MER i' { vrrti-yam �e 3 r.+Y irt�` l F 5A '97 9 - �7 - l _-=0P TACT r.