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2005 08-11 PCP
PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER AUGUST 11, 2005 REGULAR SESSION 1. Call to Order: 7:30 p.m. 2. Oath of Office - Eric Berns 3. Roll Call 4. Approval of Minutes - June 16, 2005 5. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. • 6. TJB Homes, Inc. 2005 -012 Request for Site and Building Plan approval for a 12,800 sq. ft. office building and a Special Use Permit to allow the placement of fill below the 100 year flood elevation at 1701 James Circle North. 7. Reno & Associates 2005 -013 Request for Site and Building Plan approval and a Special Use Permit to construct a convenience food restaurant at 6901 Brooklyn Boulevard. 8. Other Business 9. Discussion Items 10. Adjournment • Application Filed on 7 -28 -05 City Council Action Should Be Taken By 9 -26 -05 (60 Days) Planning Commission Information Sheet Application No. 2005 -012 Applicant: T J B Homes, Inc. Location: 1701 James Circle North Request: Site and Building Plan/Special Use Permit The applicant, Jason Budzynski on behalf of T J B Homes, Inc. is seeking site and building plan approval to construct a 12,800 sq. ft. one story office building and a special use permit to allow the placement of fill below the 100 year flood elevation on the property addressed as 1701 James Circle North. The property in question is 55,453 sq. ft. (1.27 acres) in area and is zoned C -2 (Commerce). It lies north of I -94 between the Denny's and Olive Garden restaurant properties. It's bounded on the north by James Circle with the Earle Brown Bowl on the opposite side of the street; on the east by the Olive Garden restaurant; on the south by I -94 right of way; and on the west by the Denny's restaurant. Office buildings such as being proposed are permitted uses in the C -2 zoning district. A special use permit is required to place fill on land located below the 100 year flood elevation. ACCESS/PARKING Access to the site will be gained off James Circle at two points. The easterly access leads to the parking lot. The proposed 100 ft. by 128 ft. building is to be located on the west side of the site. The westerly access serves a loading and trash enclosure area and also contains two parking spaces. Forty eight additional parking spaces lay to the east of the building. The total of 50 parking spaces will accommodate 8,960 sq. ft. of office space and 3,840 sq. ft. of accessory storage space. The parking requirement is one space for every 200 sq. ft. of gross floor area for office space (45 spaces) and one space for every 800 sq. ft. of gross floor area for the accessory storage space (five spaces). The applicant's plan is to market this building to office users that have a need for accessory storage space. It should be noted that retail uses, although permitted uses in the C -2 zone will not be allowed to occupy space within this development because provided parking will not accommodate such uses. B612 curb and gutter is required around all driving and parking areas. Concrete parking delineators /protectors should be provided rather than the strips painted on the pavement. Also, concrete delineators should be provided along the north side of the parking spaces located in the center of the lot. GRADING/DRAINAGE/UTILITIES The applicant has submitted a preliminary grading /drainage /utility and erosion control plan that will be reviewed by the Director of Public Works /City Engineer. If available, his written 8 -11 -05 Page 1 comments will be provided to the Commission prior to the Planning Commission meeting. The site is 1.27 acres and it appears that no formal Watershed Commission review will be required as noted in a May 12, 2005 note to the applicant's engineer (R Nelson Engineering). A portion of the property, however, is located below the 100 year flood elevation of 844 ft. for this area of the city as shown on the flood insurance rate map. It is the applicant's plan to regrade and fill portions of this area to accommodate this development. A couple of possible plans have been considered including drainage into the I -94 highway right of way. The current plan calls for drainage to be contained on the site, with some parts of the 100 year flood area filled and compensating storage being provided. The City's flood plan ordinance requires a special use permit for filling in areas below the 100 year flood elevation. The applicant's plan has been forwarded to the DNR waters area hydrologist for review and comment. The city's flood plain ordinance allows such filling provided compensatory storage of equal or greater volume is provided. The encroachment of such filling shall not create any surcharge, nor shall it create hazardous velocities. Attached for the Commission's review is Section 35 -2190 Subdivision 4c and 4d regarding procedures and factors for flood plain special use permits. The applicant's plan for regarding creates compensatory storage and a ponding area located east and south of the proposed parking lot. A retaining wall will be constructed along the edge of the parking lot for the ponding area. The flood plain mitigation area will be located along the southeast portion of the site. Drainage from the entire site will be to the ponding area with an outlet located at the northeast corner of the site connected to existing storm sewer in James Circle. Water to the building will be tied into a water main located in an easement along the east side of the site. Sanitary sewer is located in the James Circle right of way and will connect to the building at its north end. The final drainage, grading, utility and erosion control plans are subject to the City Engineer's approval. Additional comments from the Watershed Commission and DNR will be taken into consideration as well. LANDSCAPING The applicant has submitted a landscape plan in response to the point system used to evaluate such plans. This 1.27 acre site requires a minimum of 127 landscape points. The applicant's proposal is to provide 135 landscape points with a variety of trees and shrubs. Six shade trees, three Marshall's Seedless Ashe and three Sugar Maple are proposed. Four of these (two Ashe and two Maple) are proposed along the green strip adjacent to James Circle. An Ashe and a Sugar Maple are located at the southwest corner of the building. A total of six Colorado Green Spruce, three on either side of the westerly access are to be provided. Five Radiant Crab Apple are proposed around the site with two of them located in the island areas in the center of the parking lot. Sixty three shrubs including Purple Leaf Sand Cherry and Gold Flame Spirea will be planted around the perimeter of the building. 8 -11 -05 Page 2 ■ r Sod is indicated around the site and there is a note on the plan calling for underground irrigation in all sodded and planted areas. BUILDING The building exterior is proposed to be a combination of face brick around the lower level and an EIFS system around the balance of the building. The plan calls for asphalt shingles for the roof, anodized aluminum frames around windows and a pre - manufactured fiberglass column wrap for various columns provided. LIGHTING /TRASH The applicant has indicated on the landscape plan the location of two 15 ft. high 250 watt lights along with three 250 watt wall mounted lights, two on the east wall and one on the north wall of the building. The plan notes indicate approximately .5 foot candles for each of the lights. A note on the plan states that all lighting is to be directed away from adjacent properties and away from street right of ways. Also, downcast shields are to be provided at all wall mounted fixtures. The same should be true for the two freestanding light poles as well. The plan shows the location of the trash enclosure at the northwest corner of the site. It is a 6 ft. high cedar enclosure with a solid opaque gate also made up of cedar over tube steeled door frames. It will be mounted over a 5 in. concrete slab. The plan also calls for a 6 ft. high wood screen fence around the parking and loading area. SPECIAL USE PERMIT As mentioned previously, the special use permit portion of the application is 'to allow for the placement of fill below the 100 year flood elevation on the site. The applicant proposes to provide compensatory storage of equal or greater volume as part of their flood mitigation plan. The Commission's attention is directed to Sections 35 -2190, Subdivision 4C and 4D of the flood plain ordinance. Particular attention should be address to the factors upon which the City Council should make its decision. We find no conflict with the 12 factors listed in the ordinance and would recommend approval of the Special Use Permit subject to further review and evaluation by the City Engineer and favorable comments from DNR and the Watershed Commission. A public hearing has been scheduled with respect to this Special Use Permit and notices have ben sent to surrounding property owners and to the DNR. RECOMMENDATION We believe the plans are generally in order and approval is recommended subject to the following conditions: 8 -11 -05 Page 3 1. The building plans are subject to review and approval by the Building Official with respect to applicable coded prior to the issuance of permits. 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. A site performance agreement and supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assure the completion of site improvements. 4. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 5. The building is to be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 6. An underground irrigation system shall be installed in all landscape areas to facilitate site maintenance. 7. Plan approval is exclusive of all signery, which is subject to Chapter 34 of the City Ordinances. 8. B -612 curb and gutter shall be provided around all parking and driving areas. 9. The applicant shall submit an as built survey of the property, improvements and utility service lines prior to the release of the performance guarantee. 10. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 11. The plans shall be modified to provide concrete parking delineators /protectors rather than parking lot striping as indicated on the plan. 12. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City Engineering Department. 13. The applicant shall obtain an NPDES permit from the Minnesota PCA prior to disturbing the site. 14. This special use permit is granted for the placement of fill in areas below the 100 year flood elevation based upon the acceptance of an appropriate flood mitigation plan providing acceptable compensatory storage as approved by the City Engineer. Said approval shall take into consideration appropriate comments from the 8 -11 -05 Page 4 i Minnesota DNR and the Watershed Management Commission. 15. This special use permit is subject to all applicable codes, ordinances and regulations. Any violation thereof shall be grounds for revocation. 8 -11 -05 Page 5 IL I q I I _ TI I Lo 1 I �e d 0 � d u1 v ; f ownH � � r 1 m > T1 0 --- 2! T N' 1 NMO 11 1 1 � M I �N 7 j N ' � • Llui ` 1 1.= _.�•• w V 6 ".� 1 O O =*- > 1 , .q • '�:;.I ^,� .r ';irk � Y f y��l�f' ;MT• `':y�'� ?� °a4i •IT�. � .Y:w � � bQ 0 .,� � �' f • � • .f� urn f F ^7 ",';• � ';:H { Fi ��•" • i::'�i } •� : ., +. , ;� . .. • "��. T�( �x' f ms s, �, �r�.� .� � T: YiY. 4r M �� '�. .,..y • '� T ,�, jai i 1 f • t �fy ^J� ��Y� .� 7 ;��'s�'iiYi+�`�i��•{� '�+��°:f�i ±x' •'r.'� .; �,� ��$-r . � r �_ W � � li• •S �l`�' • .F:.• J � ' �+ �. Yi�f �� %`t.� , � } jg * �� } y�et�1 t�� � C,3 � - '� •" T� �, �, 1, �� y .�� �. �� . t, � H .SS`'S�` 1• '1. ;" f �� j.• 4,at�r : �•t.' t`f RR LOGISMap Output Page Page 1 of 1 z; ,•mN�'4R -'Sl r "Fm p�.� t � � .�JU'�Y`�'$3.h('b"��. `f I� �a f i �b r. 4 . Weca&al+vxnAreddS Cwg�•re +.GV`rOCiSCd5.7L� �;ni. >K:A�r9crsar, .M'.,'. ... , http: / /gis.logis. org /servlet/com.esri. esrimap. Esrimap? ServiceName= bc_LOGISMap_OV &C... 8/2/2005 For community map revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at (800) 638 -6620. MAP SCALE 1" = 500' 250 0 500 1000 FEET METERS 150 0 150 300 .......... PANEL 0208E FIRM ° FLOOD INSURANCE RATE MAP C ; HENNEPIN COUNTY, ° MINNESOTA (ALL JURISDICTIONS) PANEL 208 OF 479 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: ° COMMUNITY NUMBER PANEL SUFFIX BROOKLYN CENTER, CITY OF 270151 0208 E = 4 BROOKLYN PARK, CITY OF 270152 0208 E M am )&—t� Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. m 9 �ppp R� MAP NUMBER a � 27053CO208E ® 0 & EFFECTIVE DATE 'IND SE °4 SEPTEMBER 2, 2004 Federal Emergency Management Agency IL PARKWAY CIR• ZONE AE ui m w D 85000 FT— ZONE ' X � ;ZONE _ 844 X g`VD 3 5 65TH AV. 4E AE ONE AE 844 <„IREEwAV x Q02414 I q ZONE X _ ZONE ZONE X \7 + A Ab ✓q 1 ZONE ZONE CIR. X o X ' Q02415 Q00540 X 000538 000539 Q ZONE AE 000541 844 C O ZONE ZONE' x �` wz X X Q02416 DR. ZONE '} �PO x X Q02417 w cc J Q02420 u� ZONE X 3 V � , ZONE X :, ZONE ZONE X µ.M X 844 \ °° 2 100 AK c3- ZONE— y '" AE 5°03' 45" 93° 18'45 476 m z LEGEND SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION N = BY THE 1 % ANNUAL CHANCE FLOOD f. The 1 % annual chance flood (100 -year flood), also known as the base flood, is the flood that has a 1 % chance of being equaled or exceeded in any given year. The Special Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base Flood Elevation is the water - surface elevation of the 1% annual chance flood. ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE AR Area of Special Flood Hazard formerly protected from the 1 % annual chance flood by a flood control system that was subsequently decertified. Zone AR indicates that the former flood control system is being restored to provide protection from the 1 % annual chance or greater flood. ZONE A99 Area to be protected from 1 % annual chance flood by a Federal flood protection system under construction; no base flood elevations determined. ZONE V Coastal flood zone with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood zone with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood heights. OTHER FLOOD AREAS ZONE X Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1 % annual chance flood. I OTHER AREAS ZONE X Areas determined to be outside the 0.2% annual chance floodplain. ZONE D Areas in which flood hazards are undetermined, but possible. COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS \\ \� OTHERWISE PROTECTED AREAS (OPAs) CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas. Floodplain boundary Floodway boundary Zone D boundary .................... CBRS and OPA boundary Boundary dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths or flood velocities. •513-�— Base Flood Elevation line and value; elevation in feet* Base Flood Elevation value where uniform within zone; (EL 987) elevation in feet* *Referenced to the National Geodetic Vertical Datum of 1929 i I J y I��I 4 I r \ / wrwM m l Y P E A T / I A A C M I T[ C I S a \ / 6 • . ,,am.rs® y v . sm,w wr w. A C SSIBLE PARKING SIGN /6 6' uu BOLLARD DETAIL ao. a) L.. uaas.a AI +cuA � Al ] ACC SSIBLEe URB CUT /18612 CONCRETE CURB A,.. 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Ya,f wuee.afn er: e.ee .M ' ... ai a -sa. sr aa ' �e • amne ' ' rnm/ YMMme < tler Ne � LNaLCf rieaee I .9e I eoe/N a eK Q I/ 1— M, MY• 'Mee • —. -- .•wr..e w,wr � I e Y�i,i I • M uew! e•.,. war .r w w • tr © R. Nelson Engineering I i ��, M,._., Lot 1, Block 2 Richardson Park Sheet 2004 V ; ; ; �� + — • R . Nelson Engineering Drainage, Sewer and Waiermain Utility Plan / I 'VIII wir , p{yt[y.M _ { prix em a ,,, 1628 Highway County Hwy 10, Spring Lake Perk, MN 55432, (783) 784 -7390 City of Brooklyn Center I r�nir i,iry .ar., ,��vu ryPE COMMON NAME �DTANICAL NAME OT PTS RFjAAR a A si°m .r,. i. e..i +.0 3 30 u.in LANDSCAPE DATA x ,rar s selTS C o, .«. 5 7.5 6 36 ..° .n E, 23 11.5 :or i •oc� . >a - a soon I F — tls:°.,u,.i10,o .o 1+.r m Dean «sI G C°01 '"'� ,,,. 40 20 l m on>.ID au1 a Nw °fJ .ow r°.w .R • o s.o® usuzs RCL NO — U V M / ® c LL O c � C m p Zn PROPOSED BUILDING N V O LL C o O r y I / CL DO SHRp B DETAIL U TMa1 j I I m_ ll S ' "' 1 _ I 1 .1 r TAm usnsus � j N.Ar 71 �j / i ' 1 P1M�iwwID � M1 WTI" ql wi WOGf� • IC /�1 1 Isnl / '• a WiML At PROPOSED POND LANDSCAPE/ 1 JJ ���n��..00ann� Ma aeon / LIGHTM PLAN /� \ Sl�e.l NumDa >....T.N...i. 6 / NOl1N 9 4 J L 1 > TREE DTAII 1 SCAPE�/ LIGHTING PLAN LI T o w tl Proj.cl No. 05 22— LIM nor _ A R C M I T E C i un tuio« a•. w n J_ 0 1 3 Slll.l TH F1 EVe TION » ° RG\ LIJ CL r0 0 O EESTn €V�nON A� c m Z c In V / O W U- 0 0 — O. CL m mm TO. >..a I/ E ELEVATIONS ♦ WEST rLp 'RON A A3 1 1 I ff 111 I 98450.➢ I I� 0.1[ m C ym m I � I � Ym rota 1 r O Jp I 1 1 li C� i i I , I I I 1 I I I I I I I I i ! - - - -- - - - - -- -------- - - - - -- ------ - - - - -- 1 — - -- -- _ . - -- .,., . r _ , �= -�LJ ---- -- - -- �1�J --- --- - -- -- " J -- - - - - -- - - - - -- ` ----- -,1 - -- - - - - -- - - -- � - - - -- �- � a � P;a [i z Proposed Building 1 t fill =� y 7 i TJB PROFESSIONAL OFFICE 0 y6 ;9i8 at N Brooklyn Center, Minnesota _it FiF 5"' a. Hearings. Upon filing with the Planning and Inspection Department an application for a Special Use Permit, the Director of Planning and Inspection shall submit by mail to the Commissioner of Natural Resources a copy of the application for proposed Special Use sufficiently in advance so that the Commissioner will receive at least ten (10) days notice of the hearing. b. Decisions. The City Council shall arrive at a decision on a Special Use within 48 days of a recommendation by the Planning Commission. In granting a Special Use Permit, the City Council shall prescribe appropriate conditions and safeguards, in addition to those specified in Section 35- 2190.4f, which are in conformity with the purposes of this Ordinance. Violations of such conditions and safeguards, when made a part of the terms under which the Special Use Permit is granted, shall be deemed a violation of this Ordinance punishable under Section 35 -2210. A copy of all decisions granting Special Use Permits shall be forwarded by mail to the Commissioner of Natural Resources within ten (10) days of such action. C. Procedures to be followed by the City Council in Passing on Special Use Permit Applications Within all Flood Plain Districts. 1) Require the applicant to furnish such of the following information and additional information as deemed necessary by the City Council for determining the suitability of the particular site for the proposed use. a) Five Sets of Plans drawn to scale showing the nature, location, dimensions, and elevation of the lot,'existing or proposed structures, fill, storage of materials, flood - proofing measures, and the relationship of the above to the location of the stream channel. b) Specifications for building construction and materials, flood - proofing, filling, dredging, grading, channel improvement, storage of materials, water supply and sanitary facilities. 2) Transmit one copy of the information described in subsection 1) to a designated engineer or other expert person or agency for technical assistance, where necessary, in evaluating the proposed project in relation to flood heights and velocities, the seriousness of flood damage to the use, the adequacy of the plans for protection, and other technical matters. 3) Based upon the technical evaluation of the designated engineer or expert, the City Council shall determine the specific flood hazard at the site and evaluate the suitability of the proposed use in relation to the flood hazard. City of Brooklyn Center 35-136 City Ordinance d. Factors Upon Which the Decision of the City Council Shall Be Based. In passing upon Special Use Permit applications, the City Council shall consider all relevant factors specified in other sections of this Ordinance, and: 1) The danger to life and property due to increased flood heights or velocities caused by encroachments. 2) The danger that materials may be swept onto other lands or downstream to the injury of others or they may block bridges, culverts or other hydraulic structures. 3) The proposed water supply and sanitation systems and the ability of these systems to prevent disease, contamination, and unsanitary conditions. 4) The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner. 5) The importance of the services provided by the proposed facility to the community. 6) The requirements of the facility for a waterfront location. 7) The availability of alternative locations not subject to flooding for the proposed use. 8) The compatibility of the proposed use with existing development and development anticipated in the foreseeable future. 9) The relationship of the proposed use to the comprehensive plan and flood plain management program for the area. 10) The safety of access to the property in times of flood for ordinary and emergency vehicles. 11) The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters expected at the site. 12) Such other factors which are relevant to the purposes of this Ordinance. City of Brooklyn Center 35 -137 City Ordinance ■ J Ron Warren From: Tom Hovey [tom.hovey @dnr.state.mn.us] Sent: Friday, August 05, 2005 4:41 PM To: Ron Warren Cc: Todd Blomstrom Subject: TJB Homes, Special Use Permit Ron, I received the packet of materials on August 2, 2005. It looks like everything is in order and I have no concerns or further comments. Thanks for the opportunity to comment. Please let me know if you have further questions. Tom Hovey Area Hydrologist MN DNR Waters Phone: 651.772.7923 Fax: 651.772.7977 e -mail: tom.hovey@dnr.state.mn.us visit our website at: www.dnr.state.mn.us /waters 1 &A^ � � R.Nelson Engineering - LG ; : "Ed Matthiesen" <ematthiesen @wenck.com> To: "R.Nelson Engineering" <rnengr @cpinternet.com> Cc: <dspector @wenck.com> Sent: Thursday, May 12, 2005 10:11 AM Subject: Re: TJB Project, Brooklyn Park We looked at the information and a project review isn't necessary for this 1.2 acre parcel because the original review covered this site and this site isn't within the FEMA boundary. .•s .At 11:09 AM 5/10/05 -0500, you wrote: >The attached 1.2 acre attached survey parcel is proposed to be developed >as an office building site with parking lot in Brooklyn Center. The FEMA >line no longer seems to be applicable as 1 -94 now runs along the South >side of this property. >1 would like *to determine if a Shingle Creek Watershed Permit will be >required for the project. > Roger Nelson >763- 784 -7390 t 7/5/2005 IL City of Brooklyn Center A Millennium Community MEMORANDUM DATE: August 8, 2005 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works$ SUBJECT: Lot 1, Block 2, Richardson Park Addition Preliminary Site Plan Review Planning Commission Applications 2005 -12 Public Works Department staff reviewed the following preliminary documents submitted for review under Planning Commission Application 2005 -12 for the vacant parcel located along the southern portion of James Circle North. • Drainage, Sewer and Watermain Utility Plan, dated May 12, 2005 • Site Plan, dated July 21, 2005 Portions the site currently located below ground elevation 844.0 is considered flood plain in accordance with the Flood Insurance Rate Map Number 27053CO208E. The applicant is proposing to fill and grade the site, including portions of the flood plain area, to provide for the construction of a commercial building and parking lot. The applicant is proposing to mitigate the proposed filling of flood plain storage volume by providing compensatory storage volume along the southern property line. The engineer for the applicant has provided data indicating that the net flood plain storage volume on the site is equal to or exceeds the existing flood plain storage volume. Water and Sanitary Sewer Utility Service Public water and sanitary sewer service is currently available for the proposed development. A 16 -inch diameter water main is located along the southern property boundary and an 8 -inch diameter water main is located along the east property boundary. Record plans indicate that an 8 -inch diameter sanitary sewer service is available near the northwest corner of the property. The following comments and recommendations regarding the preliminary site grading and utility plans are provided for your consideration. 6301 Shingle Creek Parkway Recreation and Community Center Phone & TDD Number Brooklyn Center, MN 55430 -2199 (763) 569 -3400 City Hall & TDD Number (763) 569 -3300 FAX (763) 569 -3434 FAX (763) 569 -3494 www.cityofbrooklyncenter.org 1. Fire and domestic water services shall be separated prior to entering the building. Domestic and fire services shall have exterior curb stops, gate valves or PIVs to allow isolation of individual water service lines. 2. Site grading operations must minimize ground disturbance and grade changes over the 16 -inch water main located within an easement along the southern property line. The grading plan shall be revised to minimize grade changes over the water main. The maximum grade change within 5 -feet of the water main shall be less than 0.5 feet. The operation of heavy equipment over the water main shall be minimized during site grading. The developer shall be responsible for all costs associated with damage to the water main resulting from site grading operations within the easement area. 3. The existing gate valve on the water service stub serving the site shall be inspected and tested by the developer's contractor in the presence of utility staff prior to extending the water service line into the site. The developer shall replace or repair the existing gate valve at the developer's expense if the Supervisor of Public Utilities determines that repairs or replacement of the valve is necessary. 4. The proposed site plan shall be subject to the approval of the City Fire Chief and Building Official, including hydrant spacing requirements and any other requirements of the Fire Department. 5. The applicant shall coordinate site development plans with Xcel Energy, CenterPoint Energy, Quest Communications and all other private utility companies. 6. The applicant shall pay City and Metropolitan Council sanitary sewer connection charges and City water connection charges for the proposed building. 7. All utility extensions shall meet City of Brooklyn Center design standards. The location and method of connection to the existing sanitary sewer and water mains shall be subject to approval by the Supervisor of Public Utilities. Site Layout and Traffic The proposed site improvements include two driveway access points on James Circle North. The anticipated land use for the site is not expected to create significant traffic related issues along adjacent public streets. 1. Concrete aprons and gutters shall be constructed at both driveway access points in accordance with City design standards. Aprons shall be a minimum of 8- inches thick and extend a minimum of 10 -feet into the site as measured from the back of curb. Concrete gutters shall be extended across the driveway curb openings. 2. The west radius of the east driveway apron shall not exceed 15 feet in length (curb radius). 3. B612 or B618 curb and gutter shall be provided along the perimeter of all parking lot areas. Storm Water Management The proposed site improvements would covert a substantial portion of the site to impervious surface. NPDES regulations require that land development projects incorporate construction and post - construction storm water best management practices to control the rate and quality of storm water discharges. The preliminary site plans include an on -site storm water detention basin to manage storm water runoff from the site. 1. The applicant shall provide revised storm water calculations to the City based on recent changes to the site grading plan. 2. A concrete swale shall be included in the site plan to convey surface drainage between the west and east parking areas. 3. The storm water pond and adjacent drainage swales shall be constructed prior to initiating building construction. 4. The 10 -ft wide rip rap emergency overflow shall be extended over the top of the water main along the southern property boundary. 5. Two rows of silt fence shall be installed and maintained along the 16 -inch diameter water main alignment (one row 5 feet north and one row 5 feet south) to minimize ground disturbance over the water main. 6. An NPDES construction site erosion control permit must be obtained from the Minnesota Pollution Control Agency prior to disturbing the site. 7. Property owners shall enter into a utility maintenance agreement with the City to provide for the long term maintenance of private utilities and storm water facilities within the development site. The above comments are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final site plans may require additional modifications or easement dedications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, gas and electric service, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Application Filed on 7 -28 -05 City Council Action Should Be • Taken By 9 -26 -05 (60 Days) Planning Commission Information Sheet Application No. 2005 -013 Applicant: Reno & Associates Location: 6901 Brooklyn Blvd Request: Site and Building Plan/Special Use Permit The applicant, Tommie Reno on behalf of Reno and Associates, is seeking site and building plan approval and a special use permit to construct an approximate 900 sq. ft. Checkers drive in restaurant at the northwest corner of 69 Avenue North and Brooklyn Boulevard (6901 Brooklyn Boulevard). The property in question is zoned C -2 (Commerce) and is a vacant parcel of land approximately 21,000 sq. ft. (.48 acres) in area. It is bounded on the west by R -4 zoned property containing the Northwest Residence residential facility; on the north and northwest by C -1 (Service /Office) zoned property containing a legal non - conforming single family home; on the east by Brooklyn Boulevard with the recently redeveloped Planned Unit Development commercial center on the opposite side of the street; and on the south by C -2 (Commerce) zoned property containing the Post Office and a gasoline service station/convenience store on the opposite side of the street. Convenience food restaurants such as the one proposed are special uses in the C -2 zoning district provided they do not abut R -1, R -2 or R -3 zoned property including abutment at a street line. No such abutment exists in this case. ACCESS/PARKING Access to this site is gained through two existing 25 ft. wide curb cuts, one located at the northerly portion of the site along Brooklyn Boulevard and the other on the southerly portion of the property on 69 Avenue North. These are both right in, right out only accesses due to the existing medians in Brooklyn Boulevard and 69 Avenue North (both county roads). The proposed building will be located on the westerly portion of the property and be oriented in a northwest to southeast direction. Access to the site generally will be from the north access with drive lanes going to pick up windows located on both sides of the building. Stacking will be such that up to 14 vehicles may be stacked on the site between the two drive up lanes. Circulation will be generally in a counter clockwise fashion around the site. The building is approximately 900 sq. ft. in area and will not contain any restaurant seats. This is primarily a drive thru type convenience food restaurant. An enclosed vestibule will be located on the south end of the building providing protection for walk up customers. Some convenience seating (non - service) may be located on the site as well. Generally parking requirements for a restaurant are based on seating and employees. In this case, 8 -11 -05 Page 1 with no seating available to the public, the parking requirement is based on the retail parking formula which is the highest for C -2 type land uses. This requires a minimum of 11 parking . spaces for the first 2,000 sq. ft. of gross floor area. Therefore, 11 parking spaces are to be provided in this case. The 11 parking spaces, including one handicap space, are to be located along the 15 ft. green strip parallel with Brooklyn Bouelvard on the easterly side of the site. These parking spaces are served by a 24 ft. (two way) drive lane. A 9 ft. 6 in. concrete delineator separates the drive lane from the easterly drive up lane. Two separate order boards will be provided for the two drive up lanes. Green strips of at least 15 ft. are provided along Brooklyn Boulevard and 69 Avenue North with a generous landscape area to be provided adjacent to the right turn lane from Brooklyn Boulevard to 69 Avenue North. A 15 ft. separation is also provided between the northerly property line and the drive lane serving the drive up windows. A minimum of 5 ft. separation is provided between the westerly property line and the westerly drive up window. A larger green strip landscape area is provided at the southwest corner of the site. GRADING/DRAINAGE/UTILITIES B612 curb and gutter will be provided around all parking and driving areas on the site. The drainage plan generally shows drainage being split on the lot with drainage being over land toward the two access drives. This drainage plan as well as all the plans have been submitted to the Public Works' Director /City Engineer for review. The Public Works' Director is on vacation at this time and will, in all likelihood, be unable to comment with respect to this plan prior to the Planning Commission's meeting. It is doubtful whether the City Engineer would approve the drainage plan proposed. Any final approval and the issuance of building permits would be subject to an acceptable drainage and utility plan approval by the City Engineer. Sanitary sewer and water will be tied into mains within the 69 Avenue North right of way. The site is less than %Z acre in area and no formal Watershed Commission review and approval is required. Again, final approval by the City Engineer is required with respect to the applicant's proposed drainage, grading and utility plans. LANDSCAPING /SCREENING The applicant has submitted a landscape plan in response to the landscape point system used to evaluate such plans. This point .48 acre site requires a minimum of 80 landscape points. The applicant proposes to provide 83.5 landscape points for this site. Four shade trees including three Thornless Honey Locusts and one Norway Maple are proposed. The Locusts would be located along the Brooklyn Boulevard green strip and at the southeast corner of the site while the Maple would be located at the northwest corner of the property. Four Black Hills Spruce will be located in the southwest landscape area surrounding the proposed trash enclosure. Two Spring Snow Crab and a Canada Red Cherry are planned for the island delineator area between the parking and the easterly drive up lane. Shrubs such as Red Twig Dogwood, Gold Mound Spirea, and Golden Mock Orange are provided on the island delineator to the west of the westerly drive up lane and in the northerly green strip. The plans note the requirement for underground irrigation to be provided in all planting and grass areas. It should be noted that various existing trees were planted within the Brooklyn Boulevard right of way area and in a planting node at the southeast 8 -11 -OS Page 2 corner of the site consistent with the Streetscape Amenities Study provided for Brooklyn Boulevard. The landscaping provided by the applicant should compliment the already existing • streetscaping that has been provided. The applicant proposes a 6 ft. high cedar screen fence along a portion of the westerly property line where the site abuts with the residential facility. No screening is required, however, it was recommended. Fencing and vegetation existing along the property line separating the sites. It is suggested that the cedar fence be extended to the north property to cut down potential headlight glare into the adjacent residential lot. BUILDING As mentioned previously, the building will contain two drive up windows on either side of the main portion of the building. The building itself is approximately 900 sq. ft. in area and contains a indoor vestibule for servicing walk up customers at the south end of the building. No seating will be provided within the building. The exterior will be primarily a white stucco with the lower portion being a black and white tile pattern. A canopy extends out over the two drive up windows supported by two columns of a rolled metal material painted red. A mirrored finish stainless steel fascia is provided around the building and as the faces of the canopy. The building elevations show white and red LED plexi neon tubes extending out over the canopies and around the building fascia. Further evaluation of this treatment will be necessary to see if it meets the sign ordinance criteria for wall signs. It should be noted that in one of the pictures depicting the Checkers building that a number of checkered flags are flying from the roof of the building. The • sign ordinance only allows one corporate flag to be displayed. The others are considered banners, pennants or an attention attracting device that can only be allowed through the issuance of an administrative permit, two times a year for up to ten days in duration. The flags will not be allowed to fly generally throughout the year. LIGHTING/TRASH The applicant has submitted a lighting plan showing photometrics and the location of three 30 ft. high light poles, one at the southeast portion of the lot, another at the easterly side of the site and the final light pole at the north end of the site. The foot candles shown do not exceed the standards outlined within the city's ordinance. It should be noted that the light fixtures should be a shielded box type fixture directing light onto the site. No glare should emanate from, or be visible beyond the boundaries of the property. Of particular note is the foot candles along the westerly property line which do not to exceed the standards set forth in Section 35 -712 of the city ordinances. The plan shows the location of a trash enclosure at the southwesterly portion of the site. It will be a concrete masonry unit, 14 ft. by 10 ft. with 11 courses of eight inch block with a four inch top. The exterior should be compatible with the exterior of the building. Also, a solid opaque gate is required. SPECIAL USE STANDARDS 8 -11 -05 • Page 3 r Convenience food restaurants are special uses in the C -2 zoning district and as such must meet the special use permit standards contained in Section 35 -220 of the city ordinances (attached). These standards require that the proposed special use will promote and enhance the general public welfare and not be detrimental to or endanger the health and safety of the public. Not be injurious to the use and enjoyment of other property in the immediate neighborhood, nor substantially diminish or impair property values; not impede the normal and orderly development of surrounding properties; be designed so as to minimize traffic congestion on a public street; and conform with the applicable regulations of the district in which it is located. The applicant believes that their proposal will be compatible with these standards and offers written comments with respect to the standards for special use permits. They feel that their restaurant will promote and enhance the general public welfare by providing jobs to area residents as well as providing an alternative to the value based fast food consumer. They believe that the addition of the restaurant will increase the city's tax base and may also help to increase the value of neighboring commercial parcels. They note that their concept is new to Minnesota and that this restaurant will be the first of ten such restaurants in the Minneapolis area to be developed. They point out that the development of this site will not impede the possible future improvements of the adjacent properties which are currently zoned C -1 and C -2. They add that the two curb cuts servicing the site will allow customers multiple ingress /egress options that will minimize congestion. The double drive thru will allow quicker service and finally the parking lot, which has 11 parking spaces will also help to minimize traffic congestion. Finally they point out that their special use permit conforms to the applicable district regulations. As mentioned previously, it is recommended that the 6 ft. high cedar fence be extended to the • north property. This can be considered appropriate given the Standards for Special Use Permits. In general, the staff would concur with the above comments and we believe that the proposal can be considered consistent with the standards for special use permits contained in the city's zoning ordinance. A public hearing has been scheduled with respect to this special use permit and notices have been sent to surrounding property owners. RECOMMENDATION We believe the plans are generally in order and approval is recommended subject to at least the following conditions. 1. The building plans are subject to review and approval by the Building Official with respect to applicable coded prior to the issuance of permits. 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. A site performance agreement and supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of 8 -11 -OS • Page 4 permits to assure the completion of site improvements. . 4. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 5. An underground irrigation system shall be installed in all landscape areas to facilitate site maintenance. 6. Plan approval is exclusive of all signery, which is subject to Chapter 34 of the City Ordinances. 7. B -612 curb and gutter shall be provided around all parking and driving areas. 8. The applicant shall submit an as built survey of the property, improvements and utility service lines prior to the release of the performance guarantee. 9. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 10. This special use permit is granted for the convenience food restaurant proposal as indicated in this application. Any expansion or alteration of the use not comprehended by the zoning ordinance or these plans shall require an amendment to the special use permit. 11. This special use permit is subject to all applicable codes, ordinances and regulations. Any violation thereof shall be grounds for revocation. 12. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City Engineering Department. 13. The plans should be modified prior to the issuance of building permits to extend the 6 ft. high cedar fence to the north property line. 8 -11 -05 Page 5 J 2. PERRY CT. W. 3. PERRY PL. E. i 4. BROOKLYN PL 5. WINGARD PL _ 6 QUAIL 'CIR. 1. 1 r►�t, JWC2 LZ W O a Z I W W r VE IN. j Z R3 Planning Commission / Lu VJUM Wa Application No. 2005 -013 SCHM • �tf YJ . •` AVE N 7CTH AVE. N. t i Ut Ul • d Q T_ C1 W ++ � ` -+1 GRIME ` 8B N. O PL. 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STUDI BDFGH I EM PLOYEE TOILET KEYED BOTH SIDES 7 i 3' -0 6' -a 1 -J/4• /PI I HM isfEEUALUM sNl AEFHJ; EMPLOYEE i01LET _ g 1 8® COQHI R ®1 I ¢ 1r mi l ` 1 1 i _ WILLIAMS" INDUSTRIAL ENAMEL R ENAMES WITH TWO COATS OF WHITE SEMI -GLOSS ALKYD ENAMEL FD p FO "`SSS�eee F6 1 SHERMN aQ < O � nwa ov _ F =iy DOOR TYPES OR HARDWARE A _ h , ter- I n p Q '1 ,� ` •3 A McK14NEY 4 -1 x 4 -1/2" HINGES. MODEL ITA2314. N.R. __ _ - - ; .1 18 Mt ..EY 4 -1 Y x 4-1/2' HINGES. MODEL fTA2714. N.R.P. (INTERIOR HINGES) ______ _3__1 I. ____ Houp'IEDL 9aO1 C SARGENT 1OG04. LL DESIGN N9TAMK mole LEFT Luc a xaol aoewl ^I, S - __ . -I�e D ARGENT 1OGM, LL DESIGN SSS+ Max I C -MI 1Y�j E SARGENT 1DG44 LL DESIGN F INORION YALE SECURITY MODEL N18018F PARALLEL ARM INSTALLATION CLOSER a'-0a' I • a{• - _ I p. Q N Y sp� Ism G IROCKWOOD WALL BUMPERS 409 ' J4-0 ' 1 YY H IROCKWOOD KICKPUTE X1050 METAL .050 - j E• 1 J IN'P SADDLE THESENOIDS 7413 1 j T. J Oi FLOOR PLAN KEY SCHEDULE " +b• I� # '_8 I s (DOOR 1 AND DOOR 2 KEYED THE SANE AF2 III:RF.W •f0 ' N vj 16 `� I 3 WITH ANOTHER KEY . I MASTER ER KEY FOR ALL REQUIR FD FLOOR DRAI ED .y i =N � HALL LOCKSEfS TO COME WITH Z KEYS HD =HUB GRAN _____ RL = RAN LEADER _ = HARDWARE NOTES: RD RDOF OVERFLOW _ 1. ALL HARDWARE TO BE AS SPECIFIED ABOVE (OR EQUAL). _ 2. DOOR III1 TO HAVE STAINLESS STEEL KICKPLATE BOTH SIDES ! WINDOW ! 4' -B' A.F.F. J. DOORS /2. /3. TO NAVE STAINLESS STEEL IOCKPLATE ON INSIDE OF DOOR. GENERAL NOTES: 4. DOOR /3 WAS RED 'PUBLIC' SIGN ON OUTSIDE 1. REFER TO SITE PUNS FOR EXTENT OF SIDEWALXS. RAMPS, BUMPERS, AND DRIVE - THROUGH CURBING FINISH SCHEDULE 2. ELECTRICAL SWITCHES AND CONTROLS TO BE b' A.F.F. (MAXIMUM) 5 3. VISUAL SIGNALS MUST ALSO BE AUDIBLE IROOM NAME FLOOR BASE WALLS CEA.INGS IREMARKS N 4. DOORS SHALL BE SELF-CLOSING HYPE MIXING VALVE IKRCHEN ROTECT- NIIPROTECT -AU-j FRP ON DURMOCK RD. ON LOWER 2' ISEE NONE 5. LAVATORIES SHALL HAVE LEVER HANDLE -5 1 FAUCETS MD SHNl ITORET ROOMS FLOORING OF A.L WALLS ! FRP ON DURAROCK 4 SEE NOTE 3 BE INSTALLED BETWEEN 28' AND 4' - FLOOR TO APRON HEIGHT I UTILITY AREA I SEE NOTES SEE NOTES SEE NOTE 3 8. ALL EXTERIOR DOORS SHALL HAVE LEVER TYPE HANDLES (U- SHAPED) IFl00RINC - 1& Z 192 3 m OPERABLE AT ALL TIMES FROM THE INTIRIOR 7. WATR CLOSET M BE 19' FROM FLOOR TO TOP OF SEAT ROOM FINISH NOTES: dja .e 8. WATER CLOSET GRAB BARS TO BE J8' LONG AND 42' LONG. I. PROTECTALL.FLOOR TO BE DARK GREY WITH RIPPLE FINSH. m g i 9. RAMPS WHERE REQUIRED SHALL MEET ALL APPLICABLE HANDICAP CODES L BASE TO BE DARK GREY SMOOTH 8~ WITH A MAXIMUM SLOPE OF 1 IN 12 3. CLASS C F.R.P. (.030 FIBERGLASS REINFORCED PLASTIC) PANELS LAMINATED TO 5/8' DENSG ASS L O AND DURAiOCK GOARD. ALL TFU To IRE WHITE VINYL U 4. LAY -IN CERM PARES TO BE 1/2' WHITE VINYL ROCK, STYLE '3270 CUMA PLUS' BY U.S.R OR EQUAL 5. TOILET ROOM TO HAVE APPROVED HANDICAP ILET DICAP GRAB BARS, TO PAPER HOLDER. PAPER TOWEL HOLDER AND MIRROR (18' x 24). SEE EQUIPMENT PUN FOR BID ONLY ��,r� N9E0®141xWAFN1�M1XWRq NO, ' , NAM. O[ Y.N.MWBIII,�I..,MK.Y4mNRIMMM..T AI -2 Reno & Associates Development Group, LLC Develop ment .. , of G 1 t E ' L a B URGERS... FRIE 1 SY3I�YIYiSYIWit111YYBiIlia�i6uYiltllldl6 i9itll1!111191111YYLYYI1.1W1illh 1IIJYiIYIhII1111111W Iiltlltli AW 11101,11111111111 dlilINE A new double -drive thru restaurant concept being brought to the Twin Cities 6901 Brooklyn Bl vd. Brooklyn Center, MN P.O. Box 22508 Eagan, MN 55122 Office: 952-322-2611 Fax: 952- 322 -2134 Email: renoandassociates @yahoo.com July 28, 2005 a Table of Contents • 1. Description of Proposed Development 2. Special Use — Fast Food Restaurant 3. Market Analysis 4. Financing 5. Project Development Schedule 6. Development Team i'.J u:! rF� v. i� I ''r 1.0 DESCRIPTION OF PROPOSED DEVELOPMENT, Overview • The new development will feature a single story double drive -thru restaurant building with approximately 900 sq -ft (finished). The site /building will be leased to Check of Minnesota, Inc., a franchisee of Checkers Drive -In Restaurants, which has over 800 corporate and franchise restaurants througout the U.S. The Lot The site to be developed is located at 6901 Brooklyn Blvd., on the corner of Brooklyn Blvd. and 69Th, west of Hwy 694 (see attached aerial photo). The lot is approximately 21,000 sq -ft rT and is currently zoned C -2 (Commercial), which will require a special use permit (see item 2-0). The site is ideal for a quick service restaurant such as Checkers, as it features two curb cuts — one along Brooklyn Blvd. and one along 69th — which allows easy entry and exitting for, customers. The Development isee drawinas included with Plan Aonlication and spmole Dhotos attached3 Construction RECON, LLC, a sister company of "Home Sweet Home" Real Estate &Development Co., LLC, utilizes innovative construction technologies including the use of building component systems, pre -cast foundation walls which provide optimum strength, and more for both commercial and residential projects. The building will be built to International Building Code. RECON's sister company, "Home Sweet Home" is an Energy Star Builder and RECON will work closely with designers to optimize energy efficiency in the building, minimize building material waste, and attempt to qualify the building design to meet the Energy Star rating. Landscaping The site will feature numerous shrubs and trees to be in compliance with the city's landscaping ordinance, along with an irrigation system. The layout of the landscaping will enhance the appearance of the site, while also providing a natural buffer to the neighborhing businesses. Parking The site will feature 11 parking spaces, which includes a handicap parking space. i .. is I i Page l of l Hennepin County Property Map Print Page 1 Check of Minnesota, Inc. - Store #1 (Closer Shot) I 99 - r- 6£11 i READ IMPORTANT DISCLAIMER INFORMATION Property ID Approximate Property Approximate Property Perimeter Area E = 27- 119 -21 -33 -0100 577 it 21,199 sq.fL 0.49 acres Property Address 6901 BROOKLYN BLVD BROOKLYN CENTER, MN 55429 i I - The data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an accurate survey performed by a licensed land surveyor. The perimeter and area (square footage and acres) are approximates and may contain discrepancies. The information on this page should be used for reference purposes only. Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of this information or its derivatives. Provided by Hennepin County Taxpayer Services Department. http: / /www l 3.co. hennepin. mn. us / publicparcelimage /Print.aspx ?CMD= IMT &IMAGEUR... 7/18/2005 r a .uaai i a LN �nR^ S - {'�,. ::����.; rr K T'L�c ': S s i�'� - , r N ..��, . �t 4 M��..; yn z, T-•}- 1�� %. �,..c__�.t ....= e_^""w oil Wo RV ,�,r"�*R� ���,s `�.'�m €� x°�,i�� n z � : � i� k ,,. f . � � �' ,, �: , �; �. -� � E ,.� �� � +r� scay ` � z � `�� d � �j '� ,f � � 'l l ' k ,»{ 'r an^,n�4 "' `"�'� A � �i3-. f x �'�'��r 2 Y' � 5N�'h Qs'4'.,, � *h '��f � a a.,Y� `"� 3� ori� 3r > .� x` t >ei 9: 2.0 SPECIAL USE — FAST FOOD RESTAURANT, A. The construction of a Checkers Double Drive -Thru restaurant will promote and enhance the general public welfare by providing 20 or more jobs to residents in the area, as well as providing an alternative to the value based fast -food consumer. In addition, Reno & Associates Development Group, LLC is implementing design measures to meet or exceed the U.S. EPA Energy Star rating by installing energy efficient lighting, conserving our natural resources with energy efficient water heaters and cooking systems, and much more. B. A Checkers Double Drive -Thru restaurant will not be injurious to homeowners and neighborhing ,. businesses in the Brooklyn Center area. The addition of the restaurant will increase the city's tax 1 base and may also help to increase the value of the neighboring commercial parcels — as we anticipate the site will receive substantial positive publicity as the concept is new to Minnesota, and is the first of ten restaurants in the Minneapolis area to be developed. C. The granting of a special use permit for the development of the site will not impede the possible future improvements of the two adjacent properties which are currently zoned C -1 /C -2 (see attached zoning map). r; D. Adequate measures have been considered and are included in the design to help minimize E' traffic congestion. The site has two curb cuts, one along Brooklyn Blvd. (which has a designated turn �• lane) and another along 69 1 '. The two curb cuts allow customers multiple ingress egress options so as to minimize congestion. In addition, the concept features a double drive -thru which services customers at twice the volume and with service times at only 2 minutes, 14 seconds (from order i taking to customer drive -off). Lastly, the parking lot, which has 11 parking spaces, also helps to minimize traffic congestion. E. The special use being requested, conforms to applicable district regulations. ; 3.0• MARKET ANALYSIS, The lot located at 6901 Brooklyn Blvd. will be Check of Minnesota, Inc.'s first of ten Minneapolis area restaurants. Based on the demographics, the site exceeded the Checkers corporation development criteria and is an ideal site for Check of Minnesota's initial store. 4.0 FINANCING, Fundina Source, Reno & Associates Development Group, LLC will obtain a Lot Loan and Construction/Perm Financing n for the project. Leasina Structure The building and land will be leased to Check of Minnesota, Inc., a franchisee of Checkers Drive -In Restaurants. , i 5.0 PROJECT DEVELOPMENT SCHEDULE, i Site and Building Plan Application Submittal: Thursday, July 28, 2 • City Council Meeting: Thursday, August 11, 2005 Finalize Plans: End of August 2005 Lot Closing: September 2005 Begin Construction: September 2005 Building Completion: End of December 2005 Check of Minneosota's Grand Opening: January 2006 6.0 DEVELOPMENT TEAM, E The core project team will consist of the following companies: Developer: Reno & Associates Development Group, LLC General Contractor: RECON, LLC (sister company of "Home Sweet Home" Real Estate &Development Co., LLC) Architects: a The Design Partnerships, Ltd. Environmental Site Assessment Soils Test: GME Consultants Legal: Felhaber, Larson, Fenlon, & Vogt [See attached company resumes] teJ _ r • DEVELOPER, { RENO & ASSOCIATES DEVELOPMENT GROUP, LLC P.O. Box 22508 Eagan, MN 55122 -0508 Email: renoandassociates anvahoo -com, :. Our Company: Reno & Associates was formed on September 10, 2004 and is comprised of partners with backgrounds in construction, finance, and information technology. Purpose and Mission: The purpose of the company is to invest the assets of the partners tial real estate ("real solely in commercial and residen te ") and formulate business opportunities for the education and benefit of the p ners } The group works with a business representative and real estate agent to locate potential ' commercial land opportunities and retains ownership of the land for companies that may no be in a position to assume of burden of land development, building construction, etc. Our group works closely with the company to ensure a solid business plan that is profitable. In addition, Reno & Associates Development Group, LLC also purchases residenti A al real C 3 estate including vacant land, apartment buildings, etc. F� 1 ' a � LJ 1 i l � _ y GENERAL CONTRACTOR: RECON, LLC (sister company of "Home Sweet Home" Real Estate & Development Co., LLC) P.O. Box 65225 St. Paul, MN 55165 -0225 Office: 952 - 322 -2611 Fax: 952 - 322 -2134 Email: homesweethome _realestate @yahoo.com Owner. W. M. Reno i RECON, LLC is a sister company of "Home Sweet Home" Real Estate & Development Co., LLC, a Minnesota Limited Liability Company, which was founded in 2001. The company provides General Contracting services for commercial projects. In addition, the company is also an authorized modular distributor for two major Midwest commercial unit manufacturers. 3: Our Mission is to be a leader in the building industry by offering customers affordable, quality built structures. We provide our customers with a full service package from the design concept to the finished product. In addition, we assist our customers with land acquisition and property disposition as well. The Principal Owner, W. M. Reno, is a Civil Engineer with over a decade of Civil /Construction Engineering and Project Management experience, including working for the U.S. Army Corps of Engineers. W.M. Reno received a Bachelor of Science Degree in Civil Engineering from Washington University, and a Bachelor of Science in E .. Sociology with a Minor in Mathematics from the University of Missouri -St. Louis. i : 0 .l I ARCHITECT:. The Design Partnerships, Ltd. �0 Mill Place 111 Third Avenue South Minneapolis, MN 55401 Office: 612- 338 - 8889 Contact: Vic Perlbachs, V.P. Email: vpedbachs @tdparchitects.com The Design Partnership, Ltd., a Minnesota Corporation, is a group of professionals established in 1972, and offices in Minneapolis, Minnesotas company has grown in many Y over the past 25 years; in number of commissions, in the range and scope of the service we provide, and in the diversity and knowledge of our principals, and staff. We believe that our success is the result of our commitment to client satisfaction. This is achieved through excellent communication between the architect and client, contractors ;. and building professions. Punctual and issue - oriented planning creates an atmosphere that involves the client as a vital member of the architectural team at all phases of the building process. We pride ourselves in our ability to ri This and on I o ur Prot ct'in with ate and horough si is only p Our attention to planning and programming. the clients' needs produces buildings that are both highly functior m sn 9 the aesthetically exciting without comp economics of each individual situation. Thorough planning, regardless of project size, is the key to a successful partnership t l ENVIRONMENTAL SITE ASSESSMENT /SOILS TESTS; GME Consultants (Corporate Office) 14000 - 21 st Avenue North Minneapolis, Minnesota 55447 Phone: (763) 559 -1859 r-� Fax: (763) 559 -0720 ..� E -Mail: gme gmeconsultants.com Contact: William C. Kwasny, P.E. F�. Since its founding in 1981, GME Consultants has provided engineering solutions to clients in the public i.: and private sectors throughout the greater Midwest. Our client list is extensive: architects, engineers, developers, general contractors, lenders, investors, R` design /build teams, industries, and agencies at all levels of the municipal, state and federal government. GME is staffed with more than 100 engineers, geologists, hydro geologists, environmental specialists, field and laboratory technicians, drillers, and support personnel. We have offices located in Minnesota, Wisconsin, and Illinois. With engineers and geologists registered in over 25 states, we bring to our clients the responsive, dependable, and integrated services that constitute "engineering for the times. GME's primary capabilities are in the geotechnical, material and environmental disciplines. From i concrete cylinder testing, to foundation recommendations for high -rise buildings or heavy industrial plants, to assistance in redeveloping a Brownfield site - our staff has the expertise, equipment, and experience essential to help you realize your project goals. Our strengths run deep. For example, we own and operate our own drilling equipment and materials testing laboratories. Our extensive in -house capabilities enable us to provide a single element of testing, ' or full range of integrated services on major projects. Our technicians are certified by numerous agencies, including the International Conference of Building Officials (ICBO), State Departments of Transportation (DOT's), the American Welding Society (AWS), and the National Institute for the Certification of Engineering Technologies (NICET). Our main facilities are inspected by governing 1 agencies including the Corps of Engineers, DOT's, the AASHTO Materials Reference Laboratory i (AMRL), and the Cement and Concrete Reference Laboratory (CCRL). __ r LEGAL REPRESENTATION Felhaber, Larson, Fenlon, & Vogt • Piper Jaffray Plaza 444 Cedar Street Suite 2100 St. Paul, MN 55101 -2136 Contact: Tim Hassett Office: 651 - 312 -6006 Only a law firm's approach to clients and their issues sets one firm apart from another. Felhaber, Larson, Fenlon and Vogt has been providing exceptional legal service in the Midwest since 1943. We pride ourselves on our ability to develop close partnerships with our clients to further their business and personal goals. I We are best known for our years of expertise in the area of labor and employment law. But labor and employment is only a single facet of what our firm offers. Our attorneys provide. a full range of business legal services, adhering to our philosophy of teamwork and client services. The legal world is constantly changing and evolving. Felhaber makes every effort to keep our clients on top of that evolution. Our newsletters offer quick insights into changes in specialized fields, and Felhaber attorneys are always available to discuss.changes and their implications in greater detail. The bottom line is to enhance the knowledge, business and lives of our clients. The Felhaber law firm considers I our clients to be our partners in business. The better we serve you, the better we help our partners succeed. l i 1, 6 L ' I r f� I City of Brooklyn Center Special Use Permits - Section 35 -220 • 2. Standards for Special Use Permits A special use permit may be granted by the City Council after demonstration by evidence that all of the following are met: a. The establishment, maintenance or operation. of the special use will promote and enhance the general public welfare and will not be- detrimental to or endanger the public health, safety, morals or comfort. b. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. c. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. d. Adequate measures have been or will be taken to provide ingress, egress ,and parking so designed as to minimize traffic congestion in the public streets. e. The special use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 3.. Conditions and Restrictions The Planning Commission may recommend and the City Council may impose such conditions and restrictions upon the establishment, location, construction, maintenance and operation of the special use as deemed necessary for the protection of the public interest and to secure compliance with requirements specified in this ordinance. In all cases in which special use permits are granted, the City Council may require such evidence • and guarantees as it may deem necessary as part of the conditions stipulated in connection therewith. 4. Resubmission No application for a special use permit which has been denied by the City Council shall be resubmitted for a period of twelve (12) months from the date of the final determination by the City Council; except that the applicant may set forth in writing newly discovered evidence of change of condition upon which he relies to gain the consent of the City Council for resubmission at an earlier time. 5. Revocation and Extension of Special Use Permits When a special use permit has been issued pursuant to the provisions of this ordinance, such permit shall expire without further action by the Planning Commission or the City Council unless the applicant or his assignee or successor commences work upon the subject property within one year of the date the special use permit is granted, or unless before the expiration of the one year period the applicant shall apply for an extension thereof by filling out and submitting to the Secretary of the Planning Commission a "Special Use Permit" application requesting such extension and paying an additional fee in an amount as set forth by the City Council resolution. Special use permits granted pursuant to the provisions of a prior ordinance of Brooklyn Center shall expire within one year of the effective date of this ordinance if construction upon the subject property pursuant to such special use permit has not commenced within that time. In any instance where an existing and established special use is abandoned for a period of one eyar, the special use permit related thereto shall expire one year following the date of abandonment. • City of Brooklyn Center A Millennium Community MEMORANDUM DATE: August 8, 2005 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works �l $ SUBJECT: 6901 Brooklyn Boulevard - Checkers Preliminary Site Plan Review Planning Commission Applications 2005 -13 Public Works Department staff reviewed the following preliminary documents submitted for review under Planning Commission Application 2005 -13 for the vacant parcel located at the northwest corner of Brooklyn Boulevard and 69 Avenue North. • ALTA / ACSM Land Title Survey, dated January 26, 2004 • Site Plan / Landscape Plan, dated July 28, 2005 • The following comments and recommendations regarding the preliminary site plan are provided for your consideration. Water and Sanitary Sewer Utility Service 1. The developer's contractor shall locate the existing 6 -inch diameter water service stub that extends to the east property line from the water main located within Brooklyn Boulevard. The new service shall be wet - tapped to the existing service stub. A curb stop shall be installed at the property line at the developer's expense. Questions regarding the extension of water service to the site shall be directed to the Supervisor of Public Utilities at 763 -585 -7103. 2. The developer shall televise the segment of existing sanitary sewer along 69 Avenue adjacent to the site to determine the location and condition of the existing sanitary sewer service stub extending to the south property line. The sewer service stub serving the site shall be inspected by the developer's contractor in the presence of utility staff prior to extending the sewer service line to the proposed building. 0 6301 Shingle Creek Parkway Recreation and Community Center Phone & TDD Number Brooklyn Center, MN 55430 -2199 (763) 569 -3400 City Hall & TDD Number (763) 569 -3300 FAX (763) 569 -3434 FAX (763) 569 -3494 www.cityofbrooklyncenter.org • 3. Utility service extensions must meet City of Brooklyn Center design standards. The location and method of connection to existing water and sanitary sewer services shall be approved by the Supervisor of Public Utilities prior to installation. 4. The proposed site plan shall be subject to the approval of the City Fire Chief and Building Official, including hydrant spacing requirements and any other requirements of the Fire Department. 5. The applicant shall pay City and Metropolitan Council sanitary sewer connection charges and City water connection charges for the proposed building. 6. The proposed site improvements include one driveway access point on Brooklyn Boulevard and one driveway access point on 69 Avenue North. Brooklyn Boulevard and the portion of 69 Avenue west of Brooklyn Boulevard is under the jurisdiction of Hennepin County. The applicant must obtain a permit from Hennepin County prior to performing work within the County right -of -way. 7. The driveway on Brooklyn Boulevard appears to be located at the existing curb opening location. The driveway on 69 Avenue appears to be shifted approximately 20 east of the existing driveway curb opening. A driveway permit from Hennepin County will be required to construction the south driveway entrance as proposed on the site plan. • 8. A concrete apron and gutter shall be constructed at the ro osed south driveway access p p point in accordance with City and Hennepin County design standards. The apron shall be a minimum of 8- inches thick and extend a minimum of 10 -feet into the site as measured from the back of curb. Concrete gutter shall be extended across the driveway curb opening. 9. All existing concrete architectural / streetscape items within the right -of -way that are disturbed as part of the site development shall be replaced at the developer's expense in accordance with City standards and specifications. 10. B612 curb and gutter shall be provided along the perimeter of all parking lot and drive lane areas. 11. The applicant shall coordinate site development plans with Xcel Energy, Centerpoint Energy, Quest Communications and other private utility companies. 12. Based on a review of historical aerial photographs, the proposed site development represents a net decrease in the amount of imperious surface that has previously existing within the subject property. The plan appears to show that surface drainage would be directed onto Brooklyn Boulevard and 69 Avenue. Site elevations and slopes were not provided with the application materials. The site plan shall be revised to show existing • - r and proposed elevation contours. The revised plan shall provide elevation data for pavement surfaces, curbs and the proposed building. 13. The site plan shall be revised to include catch basins, storm sewer and other methods of collecting and conveying storm water runoff from the site. 14. The applicant shall prepare and submit an erosion and sediment control plan with the building permit application. The above comments are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final site plans may require additional modifications or easement dedications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, gas and electric service, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. • ■ r