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Home My WebLink About1982-006 JP-CUPWASHINGTON COUNTY, MINNESOTA (;ity t. Or°. V9 SI11wate Joint Power's District NO Permit Fee L5 • (IU Date Fee Paid + 1) ': ZONING USE PERMIT ❑ Certificate of Compliance ❑ Rezoning ❑ Sign ® Conditional Use ❑ Mining ❑ ❑ Planned Unit Development ❑ Grading Applicant: _ rush Fincil rvvu erties -- warenouse Markets Address: 3381 Gorham Ave. City/State/Zip Cade: 5t. Louis Park, MPJ 55426 Property Description: The South 44?. 81 of that part of the east 10 acres of the Slz of the %h of Sec. 33, T30, F?20. Permitted Uses: Removal of eight parking islands in parking lnt of market Subject to the following special conditions or restrictions: 1. ;-I'lanting islands shown on the itte plan submitted to be removed may be removed. ?. At the end of each parking bay that does not head into a lawn area at least 6' wide, a vertical marker shall be installed. Vertical markers may include concrete curbing, lighting standards, sign post, bumper guards at least 3' ivi4h or Cather devices approved 1 y the Zoning Administrator. 3. :any additional alterations to parking lot design or additions to existing structure -shall require an amended conditional use permit. 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 SHORT-ELLIOTT-HENDRICKSON, INC. '""' CONSULTING ENGINEERS .ur' flc� ri .a ST. PAUL, MINNESOTA CHIPPEWA FALLS, WISCONSIN July 8, 1982 Joint Powers Committee Washington County Courthouse 14900 61st Street North Stillwater, IAN 55082 RE: JOINT POWERS COMMITTEE PROPOSED VALLEY DENTAL JP -CUP -82-006 OUR FILE NO. 80054 Attention: Mr. Dennis O'Donnell, Planner f ,9 ARTS BLDG -1 We are submitting herewith our review of the site plan for the proposed Valley Dental Arts Building in the Stillwater Industrial Park. This site is located on Lot 1 and the westerly 29.28 feet of Lot 2, Block 3, Feeley's Addition. This is the southeast quadrant of the intersection of Curvecrest ' Boulevard and Northwestern Avenue. We find that there is not an existing sewer and water service stub in the location indicated on the site plan submitted to us by your office. Sanitary sewer and water service were provided for Lot 1 from the newly constructed utilities on Curvecrest Bouelvard. The services are located approximately 130 feet east of the Northwestern Avenue and Curvecrest Boulevard right of way intersection. The architect should change his underground piping such that the service would be provided to the northwesterly right of way .line. This should actually result. in the construction of lesspiping than the route indicated on the site plan. ✓ince services were stubbed beyonci the property line within the Feeley Addition, this will also eliminate the necessity of excavating in any existing streets. We find the grades to be in conformance with the overall grading plan for the Feeley Addition. We also find the grades to be in general agreement with the suggested standards established by the Joint Powers Committee. That is, the grades are basically a minimum of 1 percent. The developer should be reminded that a 1 percent minimum grade will be required on the future driveway indicated in the northeast corner of the site when this driveway is constructed. A new curb cut .is indicated on Northwestern Avenue at the southwesterly corner of the site. This new curb cut should not present a problem for traffic flow since the entrance 200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUL, MINNESOTA 55117 PHONE (612) 484-0272 Joint Powers Committee July 8, 1982 Page 2 is approximately 150 feet south of the intersection of Northwestern and Curvecrest, thus providing enough stacking room for a right turn movement. When tha curb cut is constructed, however, the existing curbing must be removed in its entirety and a new driveway section constructed in conformance with Mn/DOT Standard Plate No. 7035) enclosed. 'vde find t'ne typical sections which are outlined in the subsurface exploration program conducted by Soil Exploration Company, their #120-8512 and dated April 29, 1982, to be in general conformance with the suggested bituminous surfacing design indicated in the Joint Powers engineering standards. There are three typical sections suggested in the Soil Exploration Report. We feel the second section, namely the one for light truck traffic, should not be used. We recommend that two sections; auto parking, 2 inches bituminous wearing course and 6 inches class 5 aggregate base, and heavy truck traffic, 2 inches, bituminous wearing course, 2 inches bituminous base course and 6 inches class 5 aggregate base, be constructed. The site plan also indicates a precast concrete curb to be utilized throughout the building site. The suggested engineering standards -for the Joint Powers Committee indicated concrete curb and gutter be constructed on all sites within the joint powers area. However, the committee has allowed precast curb sections to be utilized within the Joint_ Powers area particularly where required to enhance drainage. We trust this letter will satisfy the requirements of our review of the proposed Dental Arts Building located on Lot 1 and a portion of Lot 2, Block 3, _Feeley's Addition in the Stillwater Industrial Park. If there are any further questions please do not hesitate to contact me. jc] Enclosures S' cerely, Richard E. Moore `,` U I r e Curb and Gutter 4" Wa 1/4" R. 1/4" per ft. slope toward roadway Variable Width: SECTION THRU WALK C& Variable -J " ivate + F Driveway Private Walk ' 4" Walk 1 Contraction Joints Provide Intermed late joint at— squared end in sidewalk,• when sidewalk Is adjacent to curb and gutter. PLAN _. Lu__' CONCRETE WALK 4a! ! 6 1/2" Expansion Joint A Contraction Joint (Formed or Sawed) ® Driveway need not be poured monol ithically with curb and gutter. See Std. Plate 7036 and plans for placement of pedestrian curb ramp HALF PLAN PERSPECTIVE CONTRACTOR REFERENCE See plans for placement of walk and dimensions for construction of driveways. Aayso��011977 ailtaCiB, i Mater -rats, Research and Standards 1,=i1 ® 1/2" Preformed John Filler 141ater141 - AASHTO M213 (Not required when curb and gutter or walk are adjacent to r✓ bituminous paving.) O2 1/2" Expansion Joints at 60' (approx.) fjr Entrance maximum intervals. 6j 0 Same thickness as driveway. 4 Without sidewalk pave only to end of curb return 600 to 900 when entrance is unsurfaced or construction.is not needed beyond this point. 4 O With sidewalk pave to back edge of sidewalk. sjope Paid for as concrete driveway pavement. Driveway Pavement 1/411 R. :�.W :1/4" R. Length Varles De 'd+ Note: No deduction to be made in 8 5-10�desiQb4e, Curb and Gutter for Entrance. 1576 mex. diff. SECTION A -A ENGINEER REFERENCE See Road Design Manual.for geomWic design of entrances. Where the maximum al!owable entrxrtce O:io� would be exceeded, due to the position of the existing vealk, the walk shall be removed aM replaced, or the paverver# ►carped to ,proyMa CURB RETM the required entrarice slope. STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION CONCRETE WALK & CURET RETURNS AT ENTRANCES SPECIFICATION STANDARD REFERENCE PLATE No. 2301 2521 7035! 2531 ------------------------ NJRTHWE +25 jjP S i ry�.ti�, _ ire +75 F 1 14 4+r t 9 t73 C{� +^^�`7S']7 0 9 =ter • S S X. LJ M. ` P e e 1 n :. i ; • C>> i ay mZO L omo _ w _ .._. t76 o x yr O s _. j 4 � i D CA ' — S .. CD . - ERN AVE, i CP rrl I�u 0 K2 - z Z rn 10 I to -7b !\ i W 7b- ru :::c- �p -A cloLr,3. < spm I w rnm - 0 p m —M x C r- -u V, CA CD Cn > SERV. 4'A PAR T a.CCL aLcD" NL Cp CD cn :-- 0X -0 G) X- riv CD 0 Zorn rn -ca 0 tn'-, < U:p SP m ca "VN P mz -0-4 C) r- 0 --v C:: r r rr Y'Ad L: %.j rno SER x V. 5 —APART 7- CD CP Z O)OD 07 co >c -r - OD C: .0 CP m0 CP rrl rn x r- N C: r -n CD co rn co WYE- STA. r\) 0 4-92 z 1 0 P4/?7- 5 APART 0) 07 u cl:Lcq•� a) G) >c- cr) r- < fp m -0 OMP X 27+80 r ("CA C: r- � 2' RAD. PT m x rn o '> P -4-- Or%> --� W r'E STA. / f75 SERV. 5"A PA R T- m & Is