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HomeMy WebLinkAbout2006 04-27 PCP • PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER APRIL 27, 2006 STUDY SESSION 1. Call to Order: 7:00 p.m. 2. Roll Call 3. Approval of Minutes - April 13, 2006 4. Administer Oath of Office (Commissioner Lund and Parks) 5. Election of 2006 Chair 6. Election of 2006 Chair Pro Tem 7. Chairperson's Explanation is 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. 8. Endeavor Project Development, LLC 2006 -004 Request for Site and Building Plan approval to construct a 3,700 sq. ft. multi -tenant retail building at the northwest corner of 69th Avenue North and Brooklyn Boulevard (6901 Brooklyn Boulevard). 9. Other Business 10. Adjournment • • Application Filed on 4 -13 -06 City Council Action Should Be Taken By 6 -12 -06 (60 Days) Planning Commission Information Sheet Application No. 2006 -004 Applicant: Endeavor Project Development, LLC Location: 6901 Brooklyn Boulevard Request: Site and Building Plan Approval The applicant, Daniel Walsh on behalf of Endeavor Project Development, LLC, is seeking site and building plan approval to construct a 3,700 sq. ft. multi -tenant retail building 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 that is 25,414 sq. ft. (.58 acres) in area. It is bounded on the west by R -4 zoned property containing the Northwest Residence residential facility; on the north and west 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. Multi - tenant retail buildings such as the one proposed are permitted uses in the C -2 zoning • district. ACCESS/PARKING Access to the site is to be gained through two 24 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 proposed to be right in, right out only accesses due to the existing medians in Brooklyn Boulevard and 69 Avenue North (both county roads). The applicant proposes to modify the existing accesses by reducing them to 24 ft. in width and a slight relocation of the southerly access onto 69 Avenue North. Modifications to accesses are subject to approval by Hennepin County since each of these roads are county roads. The proposed building will be located on the western portion of the property with parking serving the building on the easterly and northerly portions of the site. The applicant has indicated a desire to have a coffee shop located in the southerly portion of the building containing a drive -up window. The drive -up lane servicing that window will be to the north and west of the site and will be a one way drive in a counter clockwise manner around that portion of the building. Two way driving lanes will serve the parking adjacent to Brooklyn Boulevard and on the north end of the site. The pick up window will be to the back (west side) of the building with the order board located in that drive lane also. A one way (west to east) drive, 16.5 ft. in width, will run along the southerly portion of the building from the south access to the main portion of the parking lot. Traffic control signs indicating the one way nature of this drive will have to be 4 -27 -06 Page 1 posted at the southerly end of the building. Again, access and stacking for the drive -up window for the coffee shop at the south end of the building will be along the westerly side of the site. The building is proposed to be 3,700 sq. ft. in area and the applicant has calculated parking on the basis of the retail parking formula requiring 5.5 parking spaces per 1,000 sq. ft. of gross floor area. No indication has been provided with respect to seating in the proposed coffee shop. The zoning ordinance allows up to 15 percent of a multi -tenant retail building to be utilized in restaurant space without adding additional parking based on seats and employees. Five hundred fifty five sq. ft. of restaurant space can, therefore, be allowed without any additional parking. The applicant should provide us with a seat count and the amount of square footage to be devoted to the restaurant/coffee shop to calculate necessary parking. The plan shows 22 parking spaces, which exceeds the parking requirement for a 3,700 sq. ft. retail building (20 parking spaces). Clarification on these points is necessary in order to approve the parking plan for the property. Two angled parking spaces are provided on the north end of the site adjacent to the drive -up lane servicing the pick -up window. This lane will be a minimum of 12 ft. in width and, as mentioned previously, will be a one way drive. One handicap accessible parking space is provided at the north end of the site. GRADING/DRAINAGE/UTILITIES The applicant has provided grading, drainage, utility and erosion control plans which are being reviewed by the Director or Public Works /City Engineer, who will be providing written • comments for these proposals. Parking and driving areas on the site are required to be bound by a minimum of B -612 curb and gutter. Sanitary sewer and water will be tied into mains within the 69 Avenue North right of way from the south end of the building. The site is a little over 1 /2 acre in area and no formal Watershed Commission review and approval is required. The site is to be served by storm sewer with catch basins located at various points around the site, tied into storm sewer in 69 Avenue North. LANDSCAPING The applicant has submitted a landscape plan in response to the landscape point system used to evaluate such plans. This .58 acre site requires a minimum of 80 landscape points. Fifteen foot green strips along the 69 and Brooklyn Boulevard street right of way lines are to be provided and a minimum of 5 ft. green strips along the north and west property lines are also proposed. 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 corner of this site consistent with the Streetscape Amenity Study provided for Brooklyn Boulevard. The landscaping provided by the applicant should compliment the already existing streetscaping that has been provided. The applicant's proposal is to provide 80 landscape points for this site. A total of four Swamp White Oak trees, two Scotch Pine and one Black Hills Spruce, four Spring Snow Crab and 44 shrubs including Dwarf Burning Bush, Ivory Halo Dogwood, Endless Summer Hydrangea, and 2 -13 -06 Page 2 ■ r Teschney Arborvitae are proposed. The Oak are proposed for the 15 ft. green strip along Brooklyn Boulevard while three of the four Spring Snow Crab will be along the 69 Avenue green strip and the other located at the southeast corner of the property. The two Scotch Pines are planned at the northwest corner of the site adjacent to the location of the drive thru lane. The Black Hill Spruce will be located at the southeast corner of the building. The Teschney Arborvitae are planned along the west side of the site adjacent to the residential facility and on the north side of the site adjacent to the non - conforming single family home. Shrubs such as the Ivory Halo Dogwood and the Endless Summer Hydrangea are interspersed along the Brooklyn Boulevard and 69 Avenue green strips between the proposed overstory trees and decorative trees. The plans note the requirement for underground irrigation to be provided in all planting and grass areas. The survey for the property shows the location of existing fencing along the west and north property lines. The fence appears to meander across the property lines separating the property. It was suggested to the applicant that they consider providing a 6 ft. high screen fence in this area to provide screening from the commercial development to the abutting residential as was done with a previous plan considered. It should be noted that there is no R -1 abutment with this property requiring extraordinary buffers and screening. However, there are provisions in the city's zoning ordinance requiring screening of parking areas from abutting residential property. We are concerned with respect to the drive up lane around the west side of the building and its potential impact on abutting residential property, both the single family to the west and the residential facility also to the west. The Planning Commission should evaluate the proposal to assure that appropriate screening is provided. The landscape proposal is to provide Teschney Arborvitae along the north and a portion of the west property lines. This does not appear to be adequate screening and we would suggest the possibility of a 6 ft. fence all along the west and north property lines. BUILDING The applicant has submitted building elevations showing the proposed multi- tenant building. The building exterior will be primarily a 4 X 8 inch field brick, red in color exterior in combination with a smooth finish concrete masonry unit, limestone in color. The rear of the building is a concrete masonry unit painted to match the field brick color. Anodized aluminum storefront system with insulated aluminum panels are proposed at the southeast corner of the building with anodized storefront also proposed. LIGHTING /TRASH The applicant has submitted a lighting plan showing photometrics and the location of four 20 ft. high light poles, one each at the north, west, south and east perimeters of the site. The foot candles shown do not exceed the standards outlined within the city's ordinance with respect lighting. 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 concern is the foot candles along the westerly property line where the site abuts with residential property. 2 -13 -06 Page 3 r r The plans show a trash enclosure at the southwest portion of the building. It will be a concrete masonry unit to match the existing building. No dimensions have been provided. The structure should be of sufficient height to screen the dumpsters that are expected to be located within it. It should also have a solid opaque gate for screening purposes. RECOMMENDATION There are a few items that need to be addressed such as the number of seats and square footage to be devoted to the coffee shop /restaurant space and appropriate screening for the site. If these matters can be addressed, we would recommend approval of the application 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 codes 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 roof top or on ground mechanical equipment shall be appropriately screened from view. 5. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 6. Plan approval is exclusive of all signery, which is subject to Chapter 34 of the City Ordinances. 7. B612 curb and gutter shall be provided around all parking and driving areas as directed by the City Engineer. 8. The applicant shall submit an as built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 9. The applicant shall provide appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City Engineering Department. 10. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current specifications and details. 2 -13 -06 Page 4 11. The building shall 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. 12. The applicant shall obtain an NPDES permit from the Minnesota Pollution Control Agency and provide adequate erosion control as approved by the City Engineering Department prior to disturbing the site. 13. The applicant shall provide an appropriate directional sign or signs, to prohibit west bound traffic along the south portion of the building leading to the south access to the site. 14. The applicant shall provide appropriate information for determining the minimum required parking for this site based on a potential mixture of retail space and restaurant space. w • 2 -13 -06 Page 5 1. PERRY CT. E Z. PERRY CT. W. 3. PERRY PL. E. 4. BROOKLYN PL. 5. WINGARD PL.. ; WAIL `1111 $INS l �- . �,. I , , { I I "�1 J �_► �� IIII II M ii III __Orr z w IAINJ -t J W LU w w I C1 I 7 ,AVE N. ,C- WILLOW LANE \ R3 --- � SCHOOL. Z Planning Commission z ui Application No. 2006 -004 a ui w ~ TR T E Q w ui S. POST . LU C� ~ GRIME; . N. O PL. WMNVE. N. 1 - � R3: R C2 mi,vt . -- , s R ti: C p � r x 3 ,> y A � , *• '4 k i y ��.f ., it� fir: S aw . k€ ..... •. • • .• .. • • .• • 1 11. GOPHER STATE ONE CALL xw, fox i•xx 1- 000 - 232 -1x66 LEGEND �;I E r•5 951 � , ' � \ \ 00 1i. .4, �oS - -z \ \.� \ O `TN O \ � w og tu n 17, z J89. 77 mN Z 2 0 69TH AVENUE' NORTH zo SLUE i FUT qu r + SM DATA - BROOKLYN UNIER OALBION K 0 U P YIRCXIIECTS FTTT / / O Mwt .na n rtet ]]e NeM eW.ouE.. H ii% v.ii]o $3202 ,.� 5� sPKe: ,. WM� OYEE`•' ( 5 'PAR \,/ • � \ `' ` Ale THE SHOPS AT 69TH Vkk R \ 22 PARKING ` \, SPACES ` BROOKLYN BOULEVARD d 0 PROPOSED 69TH AVENUE 1 RETAIL BLD � � �� • 3,700 S \� �. ` `\'` \. Z �•) BROOKLYN CENTER MINNESOTA f i I • I X�w. DQ NOT ___ ____ K i ENT-ER­ . _ _.._.._. _.. . . ._.. 11 _u ONE WAY W K \ 11X3 .._.._.._.._.._..—.._,:_.._.._ .._.._.._.._..•_:._..— ..___.._. �\\ r / �b ----------------------------------------- ------- - - - - -- - - - -- -- - - - -- RIGHT TURN - - --- - � SIT E_ P� oaTe Dooms _ PROJECT XO 059].0 th AVENUE NORTH SHEET A0.1 M2uux RLa we Cal AS H 6•la• W99 ^9 GOPHER STATE ONE CALL °iji ; " 1.1A CIVW, AP" 851 -454-0007 SITE DATA - BROOKLYN CENTER LEGEND 1ROP05CD E r.1NO SITE NOTES M ". rm n.. 1- eao- ...... EAST. IDAxG • CE (OSwG¢ patRCT� - CONIRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS TDIA RR AREA I Y,M(Y (SR ACRES) — - - — - - - -- TH E XISTING N E COMMENCEMENT COMMEMENT OFSITE GRADING CONTRACTOR FEA t0 DING THE NT Io, Al OADNG AREA, i 'll N[ - -� -- SMALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES —._ -- OR VARIATIONS FROM THE PLANS, _ . ALL S ARE SHOWN 10 ME FACE OF CURB UNLESS e REAR I,. FEE OTHERWISE RWISF NO NOTCO. oT 0.— _ _ - -- — BUILDING DIME NSIONS REFER TO THE OUTSIDE FACE OF I/ IAA BUILDING UNLESS OTHERWISE NOTED PN - . - - - - _ MIxc R[OMREMExis w , ///RTWWW//// j IT CAL FULL SIZE 90' PARKING STALL IS 9' A IS ' UNLESS 55 SPACES AT. tI DDO Y DOSS rtooR AR[n 22 '°Arrc OTHERWISE NOTED T.T. SPACES — RED 12 SPACES LESS _ LL 22 SPACES ALL CURB RADII SHALL BE 5 O UN OTHERWISE NOTED P MXIxG SPACES nAOPOS[D A vw r - I.I. PARAD DPO G SPACES PRS(D 22 SPACES ALL CURB AND GUTTER TO BE 5612 UNLESS OTHERWISE NOTED _ x..ovA rMxWC = S \ PurV.+n�<wo•nM Vrxn A pl A ! 12 iJEB W _ PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB R6! _ MoSi CROSSINGS Of SIDEWALK Y IN Sr T( INS —) o5n IT SST v, .. PROPOSED USE J."Al pW oRSS Is —.— �. UTILITY NOTES i L CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS Uf EXISTING UTILITIES AND TOPOGRAPHIC FIAIURCS PRIOR TO - THE COMMENCEMENT Of SITE GRADING THE CONTRACTOR E!L„F - _ -_- A VAR M DIAIIROMOHEYPTHE E NGINEER OF DISCREPANCIES OR ♦ \ \\ x1i0• - __ ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE CONTACT 'GOPHER STATE ONE CALL (651 -450 -0002) FOR UTILITY LOCATIONS, AB HOURS PRIOR TO EXCAVATION ARM WATER MAIN, SANITARI SEWER R STORM SEWER CONSTRUCTION in SPCCI ICAiIWS WATER I \ 3'(h SERV IN ANO SANITARY SEWER AN. STORM SEWER AP SIGN h 91', / ' INSIALLAi1DN' AS PREPARED BY THE CITY ENGINEERS \ xwUIG r l ASSOCIATION OF MINNESOTA r\ CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SOWED 0.04 FEET ALL CATCH BASINS IN GUTTERS SHALL BE SUMP DIS FEET PER DETAILS RIM ELEVATIONS SHOWN ON THIS PLAN D° NOT REFLECT SUMPED ELEVATIONS N REFER t0 SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS \., 3 . •.•\ \ AND LAYOUT U WA 11R PIPE TO BE DUCTILE IRON PIPE (DIP) CLASS 52 S O \ NLESS OM (q WISE NOTED ALL FIRE ntDNANIS Sn ALL BE LOCATED 5 FEE! BEHIND BACK Of CURB UNLESS OTHERWISE NOTED TYPICAL HYDRANT CONSISTS V. HYDRANT, GAIT VALVE, 2 S' OF 6' DIP WAIERMAw AND ANY IYORANI EXTENSION O7 \ 4 P '• \ \, O \\ HYDRANT EXTENSIONS SHALL BE INCIUCNTAL A MINIMUM OF 15 FEET Of COVER IS REWIRED OVER ALL OTT G WATER MAIN, UNLESS OTHERWISE NOTED EXTRA DEPTH MAY BE 1 4`� "� / \ \ REQUIRED TO MAINTAIN A MINIMUM Of 10' VERNCAL a H D \ SCPARA NON 10 SANIIARI OR STORM SEWER LINES - •• �PHOP E W I1ETAll BL G `� \ ' S • ,}, 1 _ \ MINIMUM 01 1a INCHES Of VCRIICAL SEPARATION AND 10 H O UTILITIES, UNLESS OTHER ; FEET °f HORIZOAT AL SEPARA ON TI 2 0 .a FFE= R64.OD \ U WISE NOT REQUIRED FOR ALL D CL ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE O II Il 6• }' DDI111. STU R [xRA I SIGx \ �\ ` �. \ �� Opp_ \\ \ \ (P V C) SOR JS UNLESS OInCRWISE NOTED ` _ ., I•, � ��4 S RUCT $N ALL SUB I T AS -BUILT PLANS iHRWCHOUI `; `• °` a \ CONSTRUCTION AND SUBMIT HCSE PLANS TO ENGINEER CON UPON U1' P� � \ CDMPLEIION OF WORK 2 11 •I' /' \ A DOMESTIC OR MONITORING WELL MAI EXIST ON SITE DUE 10 �I � - - '6 A _ M• Y� ` ^ xLI PAST USES IF FWAD. CONTRACTOR SHALL CAP WELL f •. -_- - Is =:• Prc cavw(cr ,o EMS,Ixo v.N —J y \ I ./EZ( I,n , -... ,,,-w DP � o r 69 TH AVENUE NORTH OIL I D 20 p 18 1—C N^ i i r Axe Rta xc Cm Aa H X eNae .99.9 GOPHER STATE ONE CALL >j TWIN cnM. AreP am- s. -DOOZ - «N Ten Free 1- aoD- zsz -uaa - - \ \ LEGEND PRaPOSEO EXbiWG GRADING NOTES —PI - � - -•IP CONTRACTOR SHALL FIELD VERIFY LOCATIONS X VAIION. \ OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO {y \ THE COMMENCEMENT OF SITE GRADING THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES �' \ •X MM — -- OR VARIATIONS FROM THE PLANS jBk ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE CONTACT 'GOPHER STATE ONE CALL" (651 - 451 -DO0Dj FOR UTILITY LOCATIONS, Aa HOURS PRIOR i0 EXCAVATION. 6�"{ CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD {I` / / \ \ ' V SUFFICIENT TOPSOIL 10 PROVIDE A MINIMUM A INCH DEPTH s� + \ U ' 1 q'F'M'"" • `"°'C a SEEOEDCTED) ID ALL DISTURBED AREAS TO BE SODDED OR S ES k. \ \ w,p Lw 4 w •u P THE SITE GRADING OPERATIONS, KMEN COMPLETED, SHALL \ r RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBCRADE -_•� ELEVATION THIS "PLAN SUBGRAOE ELEVATION' SHALL BE . T•avc \ CONSISTENT 'M CREPORT FOR BURRING \ TKA 1 AN 0 PA YEME DT NI AREE TIE "P LA AS TIE "PLAN $ DE UBCRA ELEVATION ' IN OC ^`� % E UCK CDVaNiUCiEOx \ THE N NIEU LO1 AND DRIVEWAY AREAS SHALL BE xC[ (yE[ 0 Art) \ A E D FOR LO REMNED I BY CHECKING THE PA AI BE TAILS \ \ AND REFERRING TO PAVING PLAN FOR LOCATIONS DNS ANU LIMITS •> a A E OF VARIOUS PAVCNENi SECTIONS \ PKUIECTION (111) > 'i •' y ..auKwc \ ALL 5('01 ELEVAlS REPRESENT FINISHED SURFACE OR l Gut 10N TER LINE GRAUES UNLESS OTHMIYSE NO1EU O \ REFER 10 SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT EXISTING TOPGGR~ PROVIDED BY +?-? EROSION CONTROL NOTES s / • +\ P' G \, ALL EROSION CONTROL NEA5URES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE AXE I L( IR MPE MA, VE NI AINED UNTIL ALL DISTURBED AREAS ON THE SITE HA BEEN RESTORED •M1 0 -- @�. � l o y.� ALL CONSTRUCtON ENTRANCES SMALL BE SURFACED VA iH AC D >jM 1 A ( •, \ cflusncD accK Acfloss FULL wIDTn, FROM ENTRANCE PaNT 1 V \ •e �F@@ \ ' ' Q TO 15 FEET INTO CONSTRUCTION ZONE (REFER i0 DETAIL) N u i i6, �\ � •� .•r> \ \y �`' c ' P 9V \ lS \ ALL SLOPES 31 OR STEEPER, NOT TO BE SODDED AND LU .. A .` \ \ �`` '••., \ GREATER THAN B FEET IN HEIGHT, SMALL HAVE EROSION 1 ' � CONTROL FABRIC INSTALLED ON SLOPE PER MNDOT SPEC �Z 1 PNpPOSE • \ _ \ MIT VERIFY RESTORA ON METHOD AND SEED MIXTURE W • ♦ E \ \ 6X7 FENCE (TTY) RACTOR t0 SUBMIT SHOP DRAwNG I ENGINEER FOR W LU F • , 1 -IS' NuP f\ 1 \ \ APPROVAL PRIOR t0 INSTALLATION O , �l II B TAII BLDG ZOBSh F zm FFE °889 DD \ \'V Cif TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED 7 a :{w EQUIVALENT) TO BE PLACED AROUND STURM SEINER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL) (y�,tly y�jry ! •1 '• "' ,,, -, -\ I 1 .v' d: �.r� V \ \ 5EUIMENT SMALL BE REMOVED FROM ALL SEDIMENT CONTROL j',.' \ ` m Z \ DEVICE AS NECE R♦ AND MUST BE REMOVED If DESIGN ITT u _ / \ v \ \ \ \l CAPACI TY nA5 BEEN CN REDUCED Bi 5014 2 t�5k' ' ��4i► r - $EDIMENT TRACKED OFF -SITE, AS A RESULT Of CONSTRUCTION S l ', �� • ),f \ \ AFFIL, SMALL BE MINIMIZED AND SKEP1 ON A DAILY BASIS ALL DISTURB AREAS SMALL BE RESIGNED WITH 500. SEED, W000 FIBER BLANKET OR PAVED SURFACE WITH IA DAYS - - -_ ar 'w 7 a a / 69TH AVENUE NORTH M dip \ 8 o zD AD g sCxE 1. FEET � � 3g 'e 2oa1 Kx we Ca 18 NNNN. ONNrN d49kN, PLANT SCHEDULE GOPHER STATE ONE CALLS _= 4 Il CTIiN MIe 651 -454-00012 CODE OTYI COMMON NAME�LA71N NAME I SIZE R00T REMARKS I PLANT TYPE I MN. INN FFw 1 -BGO- 252 -1166 A A .4 ¢AIL ` r. _ A L N { DEaouous LANDSCAPE NOTES 8 _ INKMAXLY P fI 6 6 1. 1 eFgn - (R()NN LIKRCiMV IRffc I CMWKNN— f[LD —1 LOCATIONS .LM Of—­ K 1x0 [IeSIHO OIUl4z TO__ iCA RMYs 1 RL . . }5 9+— �ILF �1 eOR TO M UNK.UK.' IN LNOSCME NSTN1AiIW5, M CONIRACTDI L NDif1 M P� - tlou.N Imd—­ NI - TIT fNAOE CONIFERd15 MCMTECT 6 DIEPANDES ON SD VA 11ONS fRtl1 M KNK C 2 �SCUTON PIN! LANDSCAPE TON $ bNtl FULk FORM I OVERSTORY TREES \ PN f N veN r NT 1" (22ADE RION TO LANDSCAPE OETNL SNEI LI I TOp QNEIIA KANTNG NOES, RNGATON NOES AND KANMG J, A IN N y "TAN \ Mal uin IIRNWFNiA IRFFS IIEffA 10 uWTI KAN FIN UWTY LOCATIONS LC M Euonynw_f tlPlu Come t MA A DECIDUOUS SHRUBS NV`VII 10 OIADwG RAN FOR QADES AND ENOSION CONINOL AREAS \ T 12 IIYOIL - Y: /LLSpZIGNnV�pj) Pc uF 15 µ .- . -- W \ I C u 8.Z. YA - A 0NN NERR 10 NE KAN 10A DNENROONG. 1 ENp}o5$ a §W1�Ip^ 7pRiV1L #A Is Ax -O N M OM[N RESEIM1ES M xCNT TO Y O SOD ON NCRF. SE M N[T auANnrcz Of LAUSGM —TS. USE LARGER -T \ \ n TngnN Summu' " ASS OR At $NOON N L SUES. OR 10 A YART M SKCES ACORONG VAN/$NY AT M lYC O PIAINfWp PER TIE LANDSCAPE x I nNl 6 b 4Y NI EVERGREEN SNRLNS OR ARMECrs Yart[x ANKrovA. 1 I W LA YASS - AS SHOVMI ALL ­D AREAS 10 NEQIE SOD EXCEPT rN[NE NOES OnN[NM4. NNALL LAD UT PARALD, ! \ \ \ NOTE: THE ABO T TOR IS TOTALS ME OR V RI I CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE D CONTO NS AND HAVE STAOEIED A INn, LANDSCAPE CONTRACTOR K RESPONSIBLE FOR VERIFIING COUNTS EITN LANDSCAPE PLAN. AL PANNING LOT ISLANDS SH AH RE LIVE N' DEPN O NNINNOTOT NANNINOm NIACN OLER LANDSCA'E fABRC {j t \ I—IT rfER[ SOD N -- / \ \ \ ALL NNNN KANING WAS SNNL PECDA( N' ON— Dr SNNEDNI NANONOOD — OVER LANDSCAPE f1BNK !�j YN A POLY CO¢R j \ \ \ PLANT NAIENK ANO PANwG LOT ISLAAOS SNA . IN NNGAIEO PRONDE PK SUITS UNDER DIFT -S / NNGAIION PVANG AND EILCINC o— y _ LANDSCAK CONTRACTOR SNW. SYBNT A SHOP OIAN111G O M N NOATN N KAN TO 1X4 LANDSCAAE ANONRCI FOR APFNOVA \ \ A \ \ \ 5� I UP IN UPSDL To BE USED N Al KANTING AREAS YxIWE SNA, Not CONTAN NONE INAN 1RCES A N. i (RAPPED NN fNSt -W.W1T N[AVT, NENPIIOOr CPFK PAKN ESOPs HAGRBENRY \ w sEPENaR is m APRIL I. � \ C Cw ALL slNO _ 9NALL TIE w AccamANa YTN TN[ IT, . IN, .IN ..IT. SIANDANOS i1 ° \ F \ LANDSCAPE DATA B 6 \ � 3 \ \ 1 0 REOLNRED LANDSCAPE \ ♦ +• T' \S, \ LANDSCAPE PLANTINGS 8 V \,` A•'O O B'LANTWOITPE PONt IMW 81ZE POINTS[ PLANT IYAx. % (1F B C •,•� O \\ C \ ISHPDE TREES 5'Ow 10 SDI [CONIFEROUS TREES 5' HT g A01 .• \ A I2 ••� 3 A y \ (SNRL185TIVE TREES 112 05 251 I {�. •\ \\ � \ POINTS REOUIREO PER ACRE ••. % \\:�'+ A O t\ _ I— AREA DF SITE ,N ACRES � \ C � \ _- EOF DEVELOPMENT ' 03 1W 240 BO 1 (W V Q L y UFFIGE ,� g0 ` _ , \- 60 AO L _ 3 � \ UGHTIIOUSIRIAL TS BO SOI HFAW IlOUSTRIAL 80 So <0 \ \5 \� iF Q• A OFFICE / INDUSTRIAL (OVER 25% OFFICE) NO TO 50i 1 rT SPAC[5 A N \ MULfisA YRESIDENTIAL No T5 601 w _ L J \ na N R REOUNED LANDSCAPE O U, 7 80 POINTS REQUIRED PROPOSED ` ` ( W a {§ RETAIL BLDG REQUIRED ~ O j F • -- I 3,700 SF C \ 1 B 3 V V , '.\ \ \ \ PROPOSED LANDSCAPE •• i' � � T / `\ A- DECIDUOUS OVFRSTORY TREES- 2.5 CAL. IN"- AO HoI ! 2- CONIFEROUS DVERSTOYR TREES- 6' HT B&B- 12 [NI[R { y \ > N \ R- DECIDUOUS ORNNENTAL TREES- 1 5' CAL B&B- 6 11- SHRUBS 15 COAT. 22 TOTAL PANTS BO . • ,� NNII I ' LEGE ROOS P « ED EXISTINQ An / MRAVAN � - i 3 ca TH A E NORTH �` - --- In 9 VEND NN.4,R TLEG,LG n 1� LrE NNNNEN� N � az E rf+csAr. Ao ,.t0. PLAT vA F a -.- ^•-� �••��' rPSr aocum.nr AB. f f /6B1B/ y uwItNOAN NOEww4 — _ - _— xNOONrX —n— -- 1 i \ N 8� NP. wwaL • . 0 20 N0 g it SCALE IN FEET tl .. Ll FI Fv &nrMl IYVVFn N n TCq• n GA s'O�u � P E Wm „����,,„l„o„ - __ -- - Qnfe -+arm . ufwraa.as -..a AeCH1,EETS ,�� „ , ., x„ x _ . �,, ,x ]3B s ' . IL -A.Im NLYY fAMRT OV.i — 12 3 /.W.eMU. 51 �. so3 WI OJ]{I3 Q f141W1m MYMY fA4/[T OOHO — 14 MM 41 t ]]3.]]0 4I4.223 ]]40 lo. O. i f .101 MOI fOMOI MIRt — I� ... o161eneGvwm _ O 4 . / NOI M RA1110 — = MIm1>® AYWY f1YOIlOIIT IROI'.1M qMi .r.x..u. NIWY fA16! — ■/CI O fppQA /IOfCI110 111011 ■AGf O NORTHEAST ELEVATION 0 BMW — nm® Au..fr smmflon ®boom r11sf ou - uolw. aoaf O RaEO. am ooa .0 r1 Aa 11111111� wmr� , i ,: ®OIY fNEim — IwTa rloo ,wm Data - .. SOUTHEAST ELEVATION THE SHOPS AT 69TH C f� uY� BROOKLYN BOULEVARD& 69TH AVENUE r.;. - -. - - ..... - - BROOKLYN CENTER MINNESOTA uNil SO T UHWEST ELEVATION Cf z O F III . . Q r - - -- . -- -- -- - -- Q>1_ REVISIONS 18 Wr DATE W /1JAJ8 O NORTHWEST ELEVATION fR03ECr NO —1- 4 1T � Pi 9MEET A2.1 GOPHER STATE ONE CALL 4 4,I3 Ni,, C46, All, 651-454-0002 j=j 1-ilaa-252-1166 .951 1 -.1 i 901 gzai Abiii 2 = M.M Mi—AL ucnnnc KSGNSIC 'T Z I T:n= G.,dc. Gulwng Single head mtd / an SSS20' p .1. 7 . .. ..o b i b 2 4 b N N, b, A, N \1 NN, Q� P bu Zi 11 IL B uj OOS L 0 ;d F =869 Z m bU U ❑ LL u 11 1 14 1 '2 1 '1 bo vu o. Ur__ cio— " N u u f" z 'u l bu 1S9 7W! 'A V&iv LAff Af0f;PrH a bu b. Of <U zz 4 _11 41 srxe Fen X 7g cw .8 d, ., GOPHER STATE ONE CALL o z-252-11" 4 • • • l l C�}'ti %-.,xw..'.... nx.. «". / .,,..I a. - -,, w. i , I YI .w.a.,� ���� li • \••�' -.w ., .,..xw o.. � "_��`�� �� i �— --- ,�,.����� xyx �,u�x M. \\ �I rt l ° ii I' " _ .., _a. GRADING I GRADING LANDSCAPE GRD - GRD-06 GRD-01 LOSP-01 21 c "...."u w, �. > . ✓��Vi ocwm _ l / - 'v>L "'n'n�1 � } ., /W i w va. µa u�n.. ,y .�,. "µ . A-' PLAN VIEW OF RAMP NuKMA, UQ I Y ISOMETRIC IF'l - ELEVATION OF HAfIP SECTION A-A SECTION A-A HEAVY DUTY 6 Lu PAVlM I I PAVE.E"l 41- — ­I " M " PV PAVEMENT PAVEMENT 1 t: 0 PVMT-21 V T-17 MTL[)9 PVMT-01 A Z4_ PLAN L ­1 0 C, STORM lE SANITARY SEWER STM.01 AN STORM SEWE STM-03 .0 City of Brooklyn Center A Millennium Community MEMORANDUM DATE: April 24, 2006 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works SUBJECT: Preliminary Site Plan Review Planning Commission Applications 2006 -004 Public Works Department staff reviewed the following preliminary documents submitted for review under Planning Commission Application 2006 -004 for the vacant parcel located at the northwest corner of Brooklyn Boulevard and 69 Avenue North. • Sheet A0.1 — Site Plan, dated April 13, 2006 • Sheet C2.0 — Preliminary Site and Utility Plan, dated April 13, 2006 • • Sheet C3.0 — Preliminary Grading and Erosion Control, dated April 13, 2006 Preliminary Site Plan Review The applicant is proposing to develop Lot 2, Block 1, Cady Addition. The preliminary site plan generally proposes the construction of a commercial type building with paved parking area and space for a drive - through window. The following recommendations regarding the preliminary site plan are provided for consideration. 1. The site currently has one driveway access onto southbound Brooklyn Boulevard (Hennepin County State Aid Highway 152) and one driveway access to westbound 69 Avenue (Hennepin County Road 130). Both driveway access points are currently limited to right -in / right out access due to the configuration of exiting center medians along adjacent roadways. 2. Representatives from Hennepin County Transportation Division have indicated that they may require a reduction in the existing driveway access along Brooklyn Boulevard to a right -in only access. This proposed change in driveway configuration would have a significant impact on site accessibility. 3. The proposed internal drive lane located along the south side of the proposed building must be expanded to a minimum of 24 -feet wide to allow 2 -way traffic flow if Hennepin County chooses to take away the egress access along Brooklyn Boulevard. This will require a reduction in the building footprint or reconfiguration of the site. • 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.cityolbrooklyncenter.org ■ ..r 4. Parking space dimensions shall meet or exceed the minimum standards provided in City • Ordinance Section 35 -702. 5. The applicant shall construction concrete curb and gutter along the perimeter of all driveways, parking lots, parking spaces and paved driving surfaces. Curb and gutter shall be constructed in accordance with the dimensions of Type B -618 or B -612 as per City design standards. 6. All driveway entrances that are reconstructed as part of the proposed site improvements shall include the installation of concrete aprons. 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 gutter shall be extended across the driveway curb opening. 7. All existing 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. 8. The applicant shall be responsible for coordinating site development plans with Xcel Energy, CenterPoint Energy, Quest Communications and other utility companies. Water Supply and Sanitary Sewer Service • Water service is available to the site from existing water main extending along Brooklyn Boulevard and 69 Avenue North. Sanitary sewer service is available for the site from existing sanitary sewer located along 69 Avenue North. The existing network of public sewer mains and water mains can provide adequate service for the proposed land use. 1. The Utility Plan shall be revised to show the location of the existing 10 -inch and 16 -inch diameter water mains located along 69 Avenue North. 2. Applicant shall verify the size and location of water and sanitary sewer services extending into the site from 69 Avenue prior to submitting final site plans for approval. Applicant may need to conduct a sewer televising inspection of the sanitary sewer along 69' Avenue to accurately verify the size and location of the existing sewer service stub. 3. Fire and domestic water service lines shall each have separate control valves to isolate the individual service branches prior to entering the building. 4. The applicant should review the need for 8 -inch diameter water main within the site to determine if 6 -inch diameter main would be sufficient. 5. 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 subject to approval by the Supervisor of Public Utilities. I r 6. The Utility Plan shall be revised to show the installation of a precast concrete manhole at the connection point between the existing sanitary sewer and proposed sewer service. Tracer wire and a tracer wire access box shall be installed along the proposed sanitary sewer service in accordance with City standards and recent state mandates for locating service laterals. 7. 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. Storm Drainage The preliminary grading and erosion control plan shows proposed storm sewer throughout the site to collect and convey runoff into the storm sewer system within County Road 130. The proposed development site has a total area of less than one acre. Runoff from the site would be directed to the City's regional storm water management pond No. 40 -001 located near West Palmer Park. 1. Based on a review of historical aerial photographs, the proposed site development appears to represent a net decrease in the amount of imperious surface that previously existing within the subject property. The applicant shall revise the site data table provided on Sheet C2.0 to have the total area of the proposed use coincide with the total • area of the most recent use. There appears to be a typographical error in the table. 2. The applicant shall provide storm water drainage calculations for pre - development and post development conditions. Runoff rates for the proposed development shall not exceed prior land use runoff rates for the 2 -year, 10 -year and 100 -year critical storm frequency event. 3. The applicant will need to obtain a permit from Hennepin County to complete the proposed connection to the storm sewer system within County Road 130. 4. Temporary erosion control inlet protection measures shall be placed at new catch basins located within the site until final pavement and turf restoration work is complete. 5. Erosion control silt fence shall be installed along the perimeter of the property until turf restoration work is complete. 6. Erosion control measures shall be installed prior to starting site grading operations. The owner will be responsible for the prompt removal of all dirt and mud tracked onto public streets from the site during construction. 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 based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans.