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Home My WebLink AboutJPC/1981-003 SUPWASHI*TI ON COUNTY, MINNESOTA NO._ of Permit Fee Date Fee Paid ZONING USE PERMIT ❑ Certificate of Compliance ❑ Rezoning ❑ Sign ❑ Conditional Use ❑ Mining 0 oo0eial Use .Hermit ❑ Planned Unit Development ❑ Grading Applicant: 1W. Lkwuapor Address: VP1 0t. t!roi_% 'frail No. City/State/Zip Code: Rcandia, M 55073 Property Description: Got 7-12, Block 1. Kern. Pauley 1;s' on Permitted Uses: Commercial Nursery - Subject to the following special conditions or restrictions: We accept the conditions of this permit. We understand that any changes from these plans must be resubmitted for approval. OWNER OR REPRESENTATIVE DATE ZONING ADMINISTRATOR DATE WHITE COPY -APPLICANT CANARY COPY -FILE PINK COPY -LOCAL GOVT. UNIT EXHIBIT A CONDITIONS (Permit #) SUP -81-003 (Applicant) L. Daniel Sandager (Date) July 21, j981 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 Pourers Committee, no building permit w' be issued prior to the issuance of the Special Use Permit. 3) Sanitary sewer and water improvements shall be constructedir�u u+ ized in accordance with the standards and approval from the Cily Stillwater Engineer and Water Deapartment. 4) On-site drainage shall comply with the grading plan as approved by Short -Elliot -Hendrickson. Internal grades within the development shall be a minimum of 1%. 5) Design and location of all drives and parking areas shall comply with site plan dated April 16, 1981. (attached) 6) Applicant shall provide for four (4) additional parking spaces if need arises. 7) Concrete curb and gutter within the parking lot and driveways shall be constructed to meet the requirements of design B618 set forth in the State of Minnesota Department of TraLsportation Standard Plates Manual: Standard Plate No. 7100E or approved concrete curbing alter- native. 8) Existing curb and gutter on the pub! -IL.,- street at the driveway entrances shall be removed and replaced with curb and gutter that meets the specifications of State of Minnesota Department of Transportation Standard Plates Manual: Standard Plate No. 7035 and attached as Exhibit 2. 9) The public street shall be repaired according to the specifications of Exhibit 3 in any and all locations :be. st-ent is disturbed. 10) Recommendations contained i, the July 10, 1981 letter from Short -Elliot Hendrickson consulting engineers shall be followed. (attached) i 11) Any plant materials indicated on Exhibit 4 that do not survive must be replaced as needed. 12) 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 in accordance with the recommendations of the Zoning Administrator. 13) All waste materials and refuse shall be stored insJLde a fenced or screened area or inside a structure. 14) The parking lot shall be lighted according to the standards of the Joint Powers Zoning Ordinance. 15) 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. 16) Any alterations to any of the attached Exhibits shall be reviewed and approved by the Zoning Administrator and shall require an amended Special Use Permit. 17) 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. 18) 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. 19) Construction shall begin within one (1) year after the issue date of this permit or t h o permit becomes void. 20) A $13,197.00 finanical guarantee attached as Exhibit'5 shall be retained by the Zoning Administrator to insure compliance with the conditions of this permit. to f July 10, 1981 '4j�-iOR, f-EI.LIOTT-HENDRICKSON, INC. CONSULTING ENGINEERS Po ut N NNESOT4 0 CHIPPEWA FALLS, WISCONSIN RE: JOINT POWERS COMMITTEE A13RAHAMSON NURSERIES DEVELOPMENT OUR FILE NO. 80054 Joint Powers Committee Washington County Courthouse 14900 61st Street North Stillwater, Minnesota 55082 Attn: Mr. Dennis O'Donnell, Planner We are submitting herewith our review of the proposed Abrahamson Nurseries Development grading plan. We find the grading plan in general conformance with the overall grading within the area adjacent to Washington Avenue and Tower Drive. Since Tower Drive has not been improved on the west side of Washington Avenue, the developer has utilized the proposed street grades in his grading plan. Since Tower Drive is not complete at this time; and the developer proposes to outlet surface drainage in the southwest corner of his proposed develop- ment, it is necessary to construct a temporary ditcri for drainage until such time as Tower Drive is completed. We suggest that the ditching be provided outside of and parallel to the south curb line flowing to the existing westerly curb of Washington Avenue. This will provide a temporary waterway for the surface drainage to an existing street and not allow drainage southerly onto private property. Upon reviewing the internal grades in the development in accord- ance with the suggested engineering standards submitted to the Joint Powers Committee on August 13, 1980, we find that some grades do not meet the requirement of a 1% absolute minimum gradient. Basically the grade southerly across the parking area in front of the building, the grade in the northwest corner, and the grade immediately north of the drainage outlet. We feel it is possible for the developer to correct these grades and provide a 1% minimum. 200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUL, MINNESOTA 55117 9 PHONE (612) 484-0272 Joint Powers Committee File #80054 Page 2 The grading plan also does not indicate a finished elevation for the ramp down on the west side of the building. Drainage facilities for this ramp also are not indicated on the preliminary grading plan. The developer indicated to the undersigned that their projected traffic needs would be approximately 20 to 25 cars per day and one 7 ton truck. With this traffic projection and estimating the soils to be AASHTO designation A-6 we feel their structural section of 2" of 2341 bituminous mixture and 6" of Class V aggregate base should meet the criteria for structural section. Since a driveway entrance was not provided on Washington Avenue for this parcel, the existing curb should be removed in the vicinity of the proposed entrance and new curb and gutter and entrance constructed in accordance with Mn/DOT Standard Plate 7035J. We are enclosing a copy of the proposed grading plan submitted to us with the proposed grades indicated in red. We are also enclosing a copy of Mn/DOT Standard Plate 7035J. We are a_Lso returning the original contour drawings and the bituminous estimate sheet which you transmitted to us with the original information. We trust this letter will satisfy the requirements of our review of the Abrahamson's Nursery proposed development in the northwest. corner of Washington Avenue and Tower Drive in the Stillwater Industrial Park. If there are any further questions please do not hesitate to contact the undersigned. Sincerely, Richard E. Moore Enclosure REM/cih ECURITY STATE kXNK OF MARINE ON ST. CROIX -MINNESOTA 55047 IRREVOCABLE LETTER OF CREDIT Document # 629812 COMMENCING July 22, 1981 JOINT POWERS DISTRICT WASHINGTON COUNTY STILLWATER, MINN. 55082 GENTLEMEN: We hereby authorize you to draw on the Security State Bank of Marine, Marine on St. Croix, Minn. 55047 (Issuing Bank) upon presentation of this Letter of Credit, for the account of KBRAHAMSON'S NURSERY L. Daniel Sandager and Susan K. Sandager 20021 St. Croix Trail No. Scandia, Minn. 55073 up to an aggregate amount of 11,187.00 (716venzThousand One Hundred Eighty Seven Dollars and no/100. It is agreed and understood that this letter of credit presented in hand at our office in Marine on St. Croix, Minn. will facilitate payment. Partial drawings are permitted. THIS LETTER OF CREDIT WILL EXPIRE ON July 22, 1982. Photo copies of this document will not be honored. Except so far as otherwise expressly stated, this letter of credit is subject to the Uniform Customs and Practices for the Commercial Documentary Credits (1974 Revision). SINCERELY, Edsel F J-)hnsot(, President Security State Bank of Marine Marine on St. Croix, Mn. 55047 r� • �..�....«, , ... . trlon , , _ .... EC U R ITY STATE iN K OF MARINE ON ST. CROIX -MINNESOTA 55047 IRREVOCABLE LETTER OF CREDIT Document # 629812 COMMENCING July 22, 1981 JOINT POWERS DISTRICT WASHINGTON COUNTY STILLWATER, MINN. 55082 GENTLEMEN: We hereby authorize you to draw on the Security State.Bank of Marine, Marine on St. Croix, Minn. 55047 (Issuing Bank) upon presentation of this Letter of Credit, for the Account of ABRAHAMSON'S NURSERY L. DANIEL SANDAGER and SUSAN K. SANDAGER 2.0021 St. Croix Trail No. Scandia, Minn. 55073 up to an aggregate amount of Two Thousand Ten and no/100 United Stated Dollars ($ 20010.00). It is agreed and understood that this Letter of. Credit presented in hand at our office in Marine on St. Croix, Minn, will facilitate payment. Partial drawings are per- mitted. THIS LETTER OF CREDIT WILL EXPIRE ON July 22, 1982. Photo Copies of this document will not be honored. Except so far as otherwise expressly stated, this Letter of Credit is subject to the Uniform Customs and Practices for the CommerciStl Documentary Credits (,1974 Revision). SINCERELY, Edsel F. Johnson, President Security State Bank of Marine Marine on St. Croix, Mn. 55047 - 3 R. (Use 2-5/3 ; 2 1-1/2 R. . _ for 4"curb) 31j �o (Use 1" R, for 4"curb)-- _ i rf S;ooe 3/4 per ft, - ti Slope 3;4per ft , /2 ' R,- r 1/2'' R, Jars d .y A Same slope roadway . G' `! i rM f DESIGN V m REVERSE SLOPE GUTTER SECTHN StC1.1 A AHEM ADJACENT TO BASE ` z C T. (Forms ,ay be tilted)DES`GN B ue ' ri3 � resat ; ac � coM oCuT L 2 K x r KT8 _ riyid av't. or case. r z See :,air and ;o fit 41 C-' DIMENSIONS z CONCRETE z CJ"y�� '� z IvCRE TE �� C ACR+ •E r - _- o Cu. Yds. Lin. Ft �? Cu. Yds. Lin, Ft.. Cu, Yds. r. Ft a i Cu, YdS. L ? c; -4 z H A B n z Per Per w z Per Per w z Per Per i' LU a Per P Per Y " z , `,!J. "' •yin- Ft," P �P: r Lin. Ft. Cu, Yd. o Lin. Ft.: Cu. Yd, Lin. Ft. Cu.fYd. p. I Lln, Fig, C,. Yd, a ' 1 r� C 4 7-3/8" 11 1/2" 8412 0.0421 23.8 8418; 0.1752' ; 18.g" B424i 0.0637 15.7 643J �O.t17y o �3- ' Eg3E t�^ - -- 6 .8 113-1/2" 8612 0.0474 21,1 X8618,0.0582 I7.2 +Bb24 0,0690 14,5 �a630 t� �J7 q.3 ' - 8 8-5/8' °15-1/2" 98'_Z 0X529 I3.9 B818[0,0637 15.7 ;6824 0.0745 13.4 8830 0 0 3 9 19" 16.5 8`' 3912 0.0559 _7.9 3-31_3 ^0.0667 15.0_ 3924L 0 6775 12.9 • 930 0 nR f ;� - �,�- `` X10 9 3/8 17-5/8 81 12 3` 0589 I :7.GJ697 X4.4 10v 3_ 0,0805 12.4 B1030' 0.0913 11.0 In rn 24, W 30 N _n ^ DIMENSIONS a Otis %I F t.x : i+,c T vk �r ('RETE u W M n `� Cu. Yds L Fs ( - z CONCRETE z CON,- �_TF z > o I �. � t,' rids, Lin, Ft 0 o Cu. Yds Lin.: Ft � Cu Yac: , Lig. - H JA B � z Per Per j z ' e'er e� w z °er Per z Per Per 1 " t Z _ I Lin. Ft. -Cu. Yd. �� : '. "d. Lin: Ft, i ,� Yd. m Lin. Ft. Ci, Y' Pe �N b 11-3 "8 +1412 (1.036 " 25.3 V413C';;9.°J44 0Ob12 lb,i V33Q7�J in 6 3 3 8' V612 0 425 23.5 V61§'67534 18 7 '_16_-24-3_,O 642 15.v OT13.4 24 73r'r31? -1 57 21.9_V;31Fi 0 0555 '_� `_.Y8 5-0613 11, vBf - T72 - T21V9� 3'2 r:, •- -. _ 7,. . , -,orb and Gutter r 6„ Pa ,-- ' Prtvntr C2) Alley _ .: , y r .•: ) L. L_.��L 7nl- PInved 4"lyalkl[`l /rd a"w�l f--03 - j 4 ! ` Private Walk 1/4 R 1/4" per ft. slope toward roadway A N Variable Width `f Contraction Joints Provide Intermed iate joint at ' squared end in sidewalk, "hen -' sidewalk Is ad6icent to curb and (lutter. PLAN SECTION THRU WALKCONCRETE WALK 1 �1J 1/2" Preformed Joint Filler Material — rf AASIITO nQ13 (Not regtrired when curb f ` +.� r r'• �,�� `,« �r and gutter or wilk are adjacent to �*� y�ty- �/ `�+r i f�' , . rf ��•+ b itum uiuus uv ng ) hp•,�`'� f' ° f U' 1/2" Expansion Joints at 60' taswrox.) A � Entrance maximum intcrYa Is _ v � 450 f �� L_'1 Same thickness as dr)vewav C 8. G " t Without sidewalk pave only to enc' .*! curb ro <60, to 400 when entrance is unsurfaced r c,o: ;ruction not needed beyond this po, ,t - �� _ } With sidewalk pave to ha(.k e(I iP i Sidewalk i �' Sjp ��=�•'+ Paid for concrete driveway pav,. hent. Variables 1/2" Exuansron Joint .4 01 Contraction Joint (Formed or Sewed) (F-1) Driveway need iiot he poured monol ith ically With curb an(; ,pitter r See Std. Plate 7036 and plans for placement of pedestrian curt) ramp HALF PLAN PERSPECTIVE CONTRACTOR REFERFNCE See plans for pi3cenient of walk ind Too �� • Drivevra_y f avemertit 1/4" R . Note:,) No deduction to be made in {� °� 5--10%6e-jva We Curb and Gutter for Entrance. 15*A, roux. diff. SECTION A—A ENGINEER REFERENCE See Road Design Mantal for Worn►tnc drs car of entrances. Where the maximum allovrable entnrwr ¢ry"4-* would be exceeded, due to the prr.ifior oc i> - ex) -,ling )w11k, the walk shall bp rmov: h am replaced, ax the prven.er4 viarp" in y- 'tis -fou ntiions for construc,ion of driveways. CU� T��l� the regiured entrance slope rtOv; rI y i STATE OF MINNESM q SPECIFIi=�:+ i PARTMENTCF rFANPP0PTAr10N REFERENrF C0?JCRrTE "WALK z3t,t i ,Ex �' �.'t "'5 5 33' 1 33' VARIES 4 4! VARIES SEE CROS 8618 CBG. -SEE CROS SECTIONS SECTIONS 0.02'/FT I I 0.02' FT 0,02'/FT 12 PLANT MIXED BIT. WEARING COURSE (M D O.T. SPEC. 2341 j "S" PLANT MIXED BIT, BASE COURSE (M.O.O.T. SPEC. 2331) TACK COAT (M.0.07 23 5T ) 4'CLASS 5 AGGREGATE BASE (M D.OT. SPEC -2211) TYPICAL STREET SECTION If PREPARED BY µ SHORT ELLIOTT HENDRICKSON LOCAL IMPROVEMENT ` INCORPORATED y i29 -I � SAINT PAUL, MINNESOTA e s 7 1! AB `43) ' 1 v F t ZZ f