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Home My WebLink AboutJPC/1981-001 CUPVIASHINGTON COUNTY, MINNESOTA NO. of L'i i i wouLtf Permit Fee14 Date Fee Paid ZONING USE PERMIT ❑ Certificate of Compliance ❑ Rezoning ❑ Sign 29 Conditional Use ❑ Mining n ❑ Planned Unit Development ❑ Grading ADDlicant: ,jerry Daniel 1xfiorcia Address: 13900 - 00th `'treet Norte City/State/Zip Code: �t:i 1 lw a tr r Property Description: _ Parc:: _: ? Permitted Uses: Retail Storp Subject to the following special conditions or restrictions: 1e Exh,l m t: A: Condi tions 2. Exhibit D: Application 3. Exhibit C: Landscape Plan 4. ExblSit D: Parking Lot Plan 5. Exhibit E. Engineer's Review, 6. Exhibit F. Financial Guarantee 7. Exhibit G: Curb Return Specifications We accept the conditions of this permit. We understand that any changes from these plans must be resubmitted for approval. OWNER OR REPAESEIVTATIVE DATE ZONING ADMINISTRATOR DATE WHITE COPY -APPLICANT CANARY COPY -FILE PINK COPY -LOCAL GOVT. UNIT EXHIBIT A CONDITIONS JP -CUP -81-001 Jerry Daniels, Affordable Furniture April 8, 1981 1. All applicable provisions of the Joint Powers Zoning Ordinance as well as any more restrictive provisions of the City of Stillwater concerning this development shall be complied with unless waived by this permit. 2. Upon agreement between the Zoning Administrator, City and Town of Stillwater and the Joint Powers Committee, no building permit will be issued prior to the issuance of this conditional use permit. Any alteration of the existing structure shall require a building permit. 3. On-site drainage shall comply with the grading plan as indicated on Exhibit D. 4. Design and location of all drives and parking areas shall comply with Exhibts D and E. 5. Concrete curb and gutter within the parking lot and driveways shall be constructed to meet the requirements of Exhibit D. 6. Existing curb and gutter on the public street at the driveway en- trances shall be constructed according to the specifications of State of Minnesota Department of Transportation Standard Plates Manual: Standard Plate No. 7035 and attached as Exhibit G. 7. All parking spaces shall be delineated with four (4) inch wide painted stripes. 8. The proposed establishment shall not open for business until the parking lot has been paved and curbed according to Exhibit D and Eand inspected and approved by the Zoning Administrator. 9. Any plant materials indicated on Exhibit C that do not survive shall be replaced as needed. 10. All turfed areas on the parcel that have been disturbed or destroyed during the construction phase of this project shall be graded with - topsoil and sodded prior to June 1, 1981 in accordance with the recommendations of the Zoning Administrator. 11. All waste materials and refuse shall be stored inside a fenced or screened area or inside the structure. 12. Outdoor display of merchandise shall Wprohibited. 13. The parking lot shall be lighted according to the standards of the Joint Powers Zoning Ordinance. 14. Design, locations and specifications of signs shall conform with the Joint Powers Zoning Ordinance and are subject to the approval of the Zoning Administrator. All signs shall require a sign permit to be issued by the Zoning Administrator. 15. Any alterations to any of the attached Exhibits shall be reviewed and approved by the Zoning Administrator and shall require an amended conditional use permit. 16. 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. 17. 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. 18. Construction shall begin within one (1) year after the issue date of this permit or the permit becomes void. 19. A $8,170.00 financial guarantee attached as Exhibit F shall be retained by the Zoning Administrator to insure compliance with the conditions of this permit. cant Da to Zoning Administrator EX W E&r b WASHINGTON COUNTY, MINNESOTA PLANNING ADMINISTRATIVE FORM Case No: ' Required Feer Date Filed: Required Deposit: Fee Paid: Street Address or Location of Property: Legal Description of Property: (attach copy of deed) NAME r STREET' CITY STA'T'E PHONE FEE OWNER-,Jayce1qe.1-bh APPLICANT ZIP (if other than owner must have power of attorney) NAME i. STREET CITY �a STATE ZIP PHONE < TYPE OF REQUEST COPIES REQ. DESCRIPTION OF REQUEST 4—conditional Use Permit 10 Certificate of Compliance 2 Variance 7 Minor Subdivision Approval 2 Rezoning 10 Other: Present Zoning Classification: Existing Use of Property: Signature of Applicant Date: REVIEWS REQUIRED OFFICE USE ONLY - DO NOT COMPLETE view Body Zoning Admin. Town Plgn. Comm. Town Board County Plgn. Comm. MN DNR SCS MPCA Bd. of Adj. & Ap. Other Dato Rece;Lved lb 16-L Approval.Date Denial Date f II'M t EX+t1151T c. M713 GARDEN CENTER INC ' !� `llrh ty4 FOUR GENERATIONS OF GROWING SINCE 1050 RC1 WHOLESALE AND RETAIL BEDDING PLANTS JUNCTION OF HW` 31 & CT; R- 1? STILLWATER K h!. PAUL 439-4294 �^ y ,so, spa ll a h, 1,x pc,,o,fzc,,. -&L&V 6-e u mqejre 0j %lu0yr05Se>, peireokiiJ ryep!ros`�'', 0-U cP L cx� frscl.i e,.,. c e ._ C re �s l a n' ed � � skI keds d K(� S:�-�=t �C� C(^ � �u!•�..!,,� i,�t�'l. cdrtz�l C l�; �� {)� Q �c�L;rc.. PI�� ►� y Piz ��;� Cu ,�, y EX+t1151T c. M713 BMGMAN N'S GARDEN CENTER INC OUP 8L551114E55 ,j 6 R 7 J. •.HG FOUR GENERATIONS OF GROWING SINCE 1650 WHOLESALE AND RETAIL BEDDING PLANTS JUNCTION OF HN" 3E s' f l.��µ V� 1 ✓Lti & CTY RC:- 1 /Y r l �L( yl l e l5 STILLWAAU M•hr. �l T PAUL 439-4294 oc 14 ctre P vi As - _ f 4 Py ra vn , ' d A ( ►� bc, r �1 � e 3 - 3 '�Z' _ - , Sod / Se- e D c l e c cM S S P � o cA d P. d r -A M Hso acl of O Os Tj�W/-Y?-s - �3 down f-,ol r e J ' �3 cc� Ccs r►• fl��fi L'Y`. c� r.� u�� I Eat' L Jl 3 j!) BRQCHMAN BLACKTOPP1Kl LICENSED - BONDED - INSURED (`j eXW 81T D 310 West Maple Street Stillwater, Minnesota 55082 W(Le "� 439-5379 43--1 G L 41 Nanii; `—T�✓✓ f,.Ua1��.— Phone Location of joh site city � ss1�Date e1. rk)C- s i"]_ a�e&J 4`1� �"�•e_ _[ - tf)C t• •,rc'� as.r. � is a,r - Fvi 10a Lv Sq. Ft /45750 r3 L}Cr Seal Coat $ extia Black Topping $ C_..rbSJ,�ric� 1-57-5, vc.• —(^P I AA1\ A � rig J 1 A Approximate completion date I. THE CONTRACTOR HEREBY AGREES TO: furnish all labor, materials, equipment, and skills necessary or required to complete the project II, THE OWNER HEREBY AGREES TO: pay the Contractor the total sum in the following manner: Down payment with contract $ _ Balance on completion $ III THE OWNER AND THE CONTRACTOR also agree that any other work or alteration of this contract will be extra on time and material hasis CONTRACTOR rRECFIVFD APR R 191 SHORT-ELLIOTT-HENDRICKSON, INC. CONSULTING ENGINEERS ST. PAUI, MINNESOTA CHIPPEWA FALLS, WISCONSIN April 6, 1981 RE: JOINT POWERS COMMITTEE JOYCE MELTON PROPERTY J.P.-C.U.P.-81-001 OUR FILE NO. 80054 Joint Power Committee Washington County Courthouse 14900 61st Street North Stillwater, MN 55082 Attention: Mr. pan Koehler, Planner In response to a request from Mr. Koehler dated April ly 1981, we are submitting herewith our review of parcel 8-194 (Joyce Melton or MJM Motors property); proposed improvement. The proposed use for the property would entail the use of the existing parking lot in front of the existing building. This parking lot generally is located on the southwest corner of the intersection of the frontage road to Trunk Highway'36 and Industrial Boulevard. The parking lot in question is presently surfaced with crushed limerock. The undersigned visited the site on this date to attempt to determine the depth of existing crushed rock on the parking lot. Since the developer proposes to use 2-1/2 inches of bituminous, a total of 5 inches of crushed rock would be necessary for the structural section. It appears that there is sufficient crushed limerock on the site at present. The developer proposes to grade the lot and add crushed rock as needed. If the total crushed rock section is compacted 5 inches before placing the 2-1/2 inch bituminous wearing course, the lot should have sufficient structural section for the proposed use. The proposed site plan indicates grading the lot to a drainage swale approximately 10 feet from the easterly edge of the lot and thence out the driveway entrance onto Industrial Bouelvard. The fall or gradient indicated on the proposed grading plan is sufficient to provide adequate drainage. We find the grading and surfacing plan to be generally in conformance with the standards as submitted to the Joint Powers Committee. We 200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUI, MINNESOTA 55117 • PHONE (612) 484-0272 tLExtAibifi pqzqz Joint Power Committee April 6, 1981 Page 2 trust this letter will satisfy the requirements of the site and grading plan review. Please do not hesitate to contact the under- signed if there are any further questions. Sincerely, Richard E. Moore jcj .W J EVA M 6" Pav't. • Paved A l ley 4" Walki�l} Curb and Gutter — i VrMLe Driveway r - 4" Walk'' Contraction Joints B-H 151T ` Privite Walk Prov ide intermed iate Jo int at -- 1/4" R; f 1/4" per ft. slope toward roadway squared end in sidewalk, Wien sidevralk Is adjacent to curt and gutter. --- --Variable WidthPLAN SECTION THRU WALK CONCRETE WALK (1� 1/2" Preformed Jo Int Filler Material - r'� AASHT0 M213 (Not relptired when curb and gutter or walk are adjacent to �� ,y4 �i�� .�f �•� f'f b itunl (nous paving.) i C2) 1/2" Expansion Joints at 60' (approx.) " Entrance maximum intervals. 4511 6 f fJ3 Same thickness as driveway. Without sidewalk pave only to end of curb retur `, ti��-,' ;:-;' '•''.`�. �� 600 to 400 when entrance is unsurfaced or construction is �� y� �!�+ not needed beyond this point . , }' a 4 Le-"% With sidewalk pave to back edge of sidewalk. s ~•. s/ope Paid for as concrete driveway pavement. Driveway Pavement '.. 1/4" R -_ T... _—k ...l 1/4" R. Variable • a �`� ,�' Length Vanes ~�i.�. S/°fir — 1/2 Expansion Joint �`,a�. y . Contraction Joint (Formed or Sawed) {^Note: Drivewly need trot he poured monolithically No deduction to be made in��rrCurb and Gutter (ex Entrance. lfi -5-1076 desirable with curb ani; clutter. 15)tmx. diff. r . "ECT K) N A -A r `l7 S._e std. Plate /036 urd ,flans for placement of pedestrUn curb ramp ENCdNEER REFERENCE HALF PLAN PERSPECTIVE See Road Design Manr:al for geometric design of enUances. Where the maximum allowable entrance gradW* would be exceeded, due to the position of the See plansffor CUNT ce REFCRF NCE existing walk, the walk shall be removed and or pliceorent of walk sad replaced, ax the pavernert warped to Wrovkfa Cin rasions for r,onstvctron of driveways. CURB RETU.NN the required entrance slope. STAI E OF MINNES01 A SPECIFICATION STANDARD -" DEPARTMENT (,F TRANSPOHTATION REFERENCE PLATE ��,�; $ �� WALK t 2301 NO. � �) .;i�,Jr7 SH�d5 1 :7035! :i