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Home My WebLink AboutPCP 06-01-2005 hl~ Chair ~ 1245 W. Highway 96 David Sand ~HILLS Arden Hills, MN 55112 ~ ommissioners 651.634.5120 Ken Bezdicek www.ci.arden-hills.mn.us Clayton Larson Arden Hills Dave McClung Planning Commission Liz Modesette Roherta Thompson VVednesda ,June 1,2005 Cia ton Zinunerman City Vision A strong connnunity that values our unique environment, our fiscal soundness, and our tradition as a desirable cit in which to live, work, and la . Agenda Planning Commission Convenes 7:00 PM Call to Order Oath of Office: Commissioner Dave McClung 1. AGENDA 2. MINUTES A. May 4, 2005 Meeting 4. PUBLIC HEARINGS A. Planning Case 05-13: Holiday Stationstores, Inc., 4567 American Blvd. W., Bloomington, MN; Master and Final PUD/SUP and Preliminary Plat for SW comer of Highway 96 and Round Lake Road. B. Planning Case 05-12: Royal Oaks Really, 1000 County Road E West, Shoreview, MN; Master and Final PUD and Preliminary Plat for Old City Hall and Public Works Site (1440-1450 Highway 96). 5. UNFINISHED AND NEW BUSINESS ( {, ---~--- --_.-.=.".:-:-; - - - - -- - - I --------- --- 17. ADJOURNMENT A quorum of the City Council may be present at this meeting. . , . MINUTES . CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, MAY 4, 2005 7:00 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER Chair Sand called the meeting to order at 7:04 p,m. ROLL CALL Modesette, Also present were Mayor Beverly Aplikowski, Councilmember David Grant, Community Development Director, Scott Clark, City Planner Peter Hellegers, and Recording Secretary Kathleen Altman. A. APPROV AL OF MINUTES FROM PLANNING COMMISSION MEETING e HELD ON APRIL 6, 2005. Commissioner Zimmennan moved, seconded by Commissioner Larson to approve the April 6, 2005 minutes as amendcd. The motion carried unanimously (6-0), PUBLIC HEARINGS A. PLANNING CASE #05-10 - RAMSEY COUNTY, RAMSEY COUNTY & PARTNERS PUBLIC WORKS FACILITY AND SHERIFF STATION, 1425 PAUL KIRKWOLD DRIVE: SIGN STANDARD ADJUSTMENT (CONTINUED FROM 4/6/05) Mr. Hcllcgcrs stated applicants were requesting a Sign Standard Adjustment from the Signage Ordinance criteria for a freestanding monument sign. He noted at the April 6th Planning Commission meeting, the Commission reviewed the originally proposed sign plans which were included in the PC packet, a slightly revised sign plan which was included in the PC packet, and were shown another potential design at the meeting. The applicant had now submitted plans for thc design, which were shown to the Planning Commission at their April 6th meeting. The plans show a sign that was e significantly shorter and longer but maintains the same size of the signage. The rcduction to the height of the sign allowed the proposed sign 10 meet that requiremenl, leaving the maximum size of the sign as the only variance; a variance of approximately 130 square feel. , ARDEN HILLS PLANNING COMMISSION. MAY 4, 2005 2 .. Chair Sand asked what staff had in mind for a smaller variance. Mr. Hellegers showed a . mock up of what a smaller sign could look like. He noted in terms of size, he believcd it went back to the other signs they had in the City, such as the Cub sign, which was 100 square feet and the largest sign in the City at present. He statcd there needed to be a definitive reason to have a sign as large as being proposed. Chair Sand opened the puhlic hearing at 7:10 p.m. Chair Sand invited anyone for or against the Sign Standard Adjustment to come fOlWard and make comment. Bruce Thompson, Assistant Director of Property Management Ramsey County, stated Commissioner Bennett expressed his regrets that he was unable to attend tonight's meeting, He apologized for coming to the last meeting with a revised signage plan and realized that showing a plan at the last minute, did not give the Commission an opportunity to review the details of the sign request. He stated thcrc were three reasons thcy wanted the variance for the overall size including it being in the interest of the partnership that they were requesting that specific size in order to include all of the partners they had on the site. He indicated they could meet the sign ordinance by including Ramsey County Works and Sheriff Patrol only, but hc did not believe that was in the best interest of the partnership. He stated the Sheriff Dcpartment had requested a sign that identified their Department from a great distance. He noted according to the Traffic Sign Institute, the letters they had on the sign was designed to be readable from e 350 feet at 45-50 mph. He indicated reducing thc sizc of the letters would cause vehicles to slow down to read the sign, which could lead to traffic problems and/or accidents. Commissioner Zimmerman asked for an explanation of the lighting. Mr. Thompson replied thc sign would be a boxed sign that had both internal and external lettering. He stated the large letters would be lit internally on the sign at night. --- -~ - -.. .. .. __.__.u_" _ _____.________ ___ __.___ .. :....'~!L!. U;","",-,-" LL ':'H..!-U L-'.Jj,~C;..U,-,:,,-u ':''-'''';;~-'~':'6':'':'':'':'':'6 ~.:..:.<~. '_~V~\..'':'':'r'L!I.J1L;: .~....} U!:L- 01!\.--, .....< .::; Department was lit at night. Mr. Thompson replied the Shcriff Deparlment would be lit up extcrnally. He indicated they were also considcring adding the Sheriff's star next to their name, Chair Sand asked if the partnership consisted of the four major entItIes or the subdivisions as welL Mr. Thompson replied it included Ramsey County, the City of Arden Hills, Minnesota Army National Guard, and the Moundsview School District. Chair Sand stated they could reduce the size of the sign if they gol rid of all of the subdivisions and only had the four major entitics. Mr. Thompson replied Ihey coujd do that, but it would not show the Sheriffs Department in that case. Chair Sand asked if this sign would also show the recycling oil dumping area. Mr. Thompson replied the sign would not show that area and nobody had approached them to add additional signage for that facility. - Commissioner Larson asked if they had people inquiring where their location was. Mr. Thompson replied they had inquiries as to where the Public Works and Sheriffs Depm1ment were located. . ARDEN HILLS PLANNING COMMISSION - MAY 4, 2005 1 ~ . Commissioner Larson noted there was a rather obscure address on their building, which would make it difficult to find. Mr. Thompson stated it was the Board's decision to name the road Paul Kirkwold Drive, hut on their Ietterhcad they gave the specific intersection, Commissioner Larson asked if it was important to the City to have the City's name on the sign. Councilmember Grant replied it was important fhat the City have their namc on the sign so rcsidents could find the maintenance facility. Commissioner Modesette noted there were evergreens planted in front of the sign and over time, those trees would block the sign. She askcd if that had been addressed. Mr. Thompson replied therc were a couple of trees that would nccd to be moved so they would not obscure the sign. He notcd the trees would be moved closcr to the pond, Chair Sand asked if the current sign being requcsted would require any grading of the site to providc a levcl surface. Mr. Thompson replied grading would need to be raised to street level. Chair Sand indieated he was dismayed at the lack of creativity of the sign. He noted a sign that had the major partnerships, plus the logos next to the name as well as the address at the top of the sign would be a better sign. . Commissioner Modesette suggested they shorten Minnesota to "MN" on the sign. Mr. Thompson replied the Guard specifically wanted Minnesota spelled out on Ihe sign. Mr. Thompson noted they did havc thc addresses on the building and it was viewable from Highway 96. Commissioner Zimmerman stated he would like to see the Arden Hills logo on the sign and he believed it would definitely "dress up" the sign, as well as adding the other logos. Chair Sand closed the public hearing at 7:28 p.m. Commissioner Larson moved, seconded by Commissioner Bezdicck to recommend denial of Planning Case No. 05-10, Ramsey County, 1425 Paul Kirkwold Drive (Ramsey County Public Works and Sheriff Station), Sign Variance on the basis that thc sign is too large to mcet the criteria of the District and the sign could be made less massive to be brought into compliance with the sign District, or much closer to the criteria of the sign District Commissioner Zimmerman askcd if Commissioner Larson was requiring applicant bc in compliance with the sign district Commissioner Larson rcplied he believed the applicant could come in much closer, if not in compliance with the District standards and notcd everyone else had been able to do that. . The motion carried unanimously (5-1) (Commissioner Zimmem1an). B. PLANNING CASE 05-14: CITY OF ADEN HILLS, 1245 \-VEST HIGHWAY 96; VARIANCE FOR 1105 AMBLE DRIVE (LEXINGTON AVENUE IMPROVEMENTS) ARDEN HILLS PLANNING COMMISSION - MAY 4, 2005 4 . Mr. HelIegers stated applicant was rcquesting a 10-foot side yard sethack to allow the . existing home to remain compliant with City Code while allowing for the expansion of Lexington Avenue, for the property located at 1105 Amble Drive in Arden Hills. Staff recommcnded approval of the request. Commissioner Larson asked if the evergreen trees would need to be removed and if so, would the trees be relocated. Mr. Hellegers replied when Ramsey County went in to widen the project, they would have prepared an assessment as to what was there and the propcrty owners would be compensated for the loss of the trees. Chair Sand asked ifthc easement being taken by the County was an existing easement or was this additional property for highway purposes. Mr. Hellegers replied this was beyond the existing right-of-way and this was new easement because of the addition of the turn lane. Chair Sand asked what jurisdiction did the County have in taking this easement. Mr. Hellegers replied the County could condemn fhe property, but the County tried to work this out with the property owners and compensate the owners for the loss. Chair Sand asked if the temporary easemenl was a construction easement Me Hellegers replied that was correct. Chair Sand opcned the public hearing at 7:40 p.m. . Chair Sand invited anyone for or against the variance to come forward and make comment Greg and Jean Peterson, 1105 Amble Drive. Mr. Peterson stated he was concerned with this request. He noted right now the road being proposed was going to be as wide as a -- - - . . . ... . ___ _n _ __ __ _ _ __ __ _ . .. ~--.-T~; .i.~';:';'.i.~:-:; ~~'L.i;i;_;;6 ,.;v,-.i..i. _... .._u _ ... _ ...... ... '-'C"__,;..;. o.i0"-,,.is. ,""",_,,--,- ~.i.C;...- ~,..--,-, -,-,-",-.-~ -J.e -,-~-,-,--, easement would make another lane, as well as the median and another turn lane on the south side of thc street. He indicated this was turning into a wide street and expressed concern about additional noise. He notcd his large pine trees would be removed and not replaced. He stated this was a residential property and not a commercial property and thcy would be living very close to an extremely busy street. He expressed concern about a decrease in property value to his home by living on this busy street. He asked if all of the utilities were being moved closer to his property and if those easements would also move closer to his property, Commissioner Modesette asked if Mr. Peterson if had been given any information as to what utility easement would be. Me Peterson responded he had not received much information and he had not bccn given a guarantee of any fence or wall. Commissioner Bczdicek asked if Me Peterson had consummated his agreement with the County. Me Peterson replied they had not and the County had not at this point given . them sufficient dctails, but the County had described the process. . ARDEN HILLS PLANNING COMMISSION ~ MAY 4, 2005 5 . Commissioner Bezdicek asked what the ramification of Iheir dccision would have on Mr. Peterson's negotiations with Ramsey County. Mr. Peterson responded he believed their decision would have somewhat of an impact on what would happen. Chair Sand asked to what extent the Commission had the authority to do this. He noted they did not have the authority to deny this because Ihe County had eminent domain authority. Mr. Clark responded what was important was to make sure the Commission separated the issues that Mr. Peterson's remedies were an issue between the County and the property owner and what the City was doing was saying there would be an impact to the property in the structure being non-conforming once the road was widened and therefore, the Peterson's would need a variance for the non-confOlming structure, which would be helpful to both the Petcrsons and the City. Commissioner Larson asked if granting the variance at this time was timcly considering the negotiation was not complete. He asked if this favored the County. Mr. Clark replied all they were remedying was one issue, which was the non-conformity. Commissioner Larson asked if the variance was in place, did this aid the County because there was not the non-conformity question. Mr. Clark replied from his perspective, the answer would be no because there was two issues - the non-conformity and the negotiations the County was having with Mr. Peterson. .. Commissioner Zimmerman asked what brought this to the City's attention. Mr. Clark responded staff had looked awhile ago at what properties were going to be affected with this road reconstruction and staff wanted to make sure that these types of requests were all done at one time, He noted it was quite common to look at these issues in advance of a road reconstruction. Chair Sand asked if the County had already prcpared a survey. Mr. Clark replied they had. Chair Sand indicated the only thing that had not been established was the amount of compensation to the Petersons. Mr. Clark replied that was correct. Chair Sand closed the public hearing at 7:49 p.m. Commissioner Thompson moved, seconded by Commissioner Zimmcrman to approve Planning Casc No. 05-14, The City of Arden Hills, 1105 Amble Drivc, Variance. The motion carried unanimously (6-0). C. PLANNING CASE 05-05: CITY OF ADEN HILLS. 1245 WEST HIGHWAY 96; REZONING THE OLD CITY HALL AND PUBLIC WORKS SITE 0440-1450 HIGHWAY 96) FROM R-I: SINGLE-FAMILY RESIDENTIAL TO NB: NEIGHBORHOOD BUSINESS e Mr. Hellegers stated applicant was requcsting rezoning the western portion of the old City Hall/Public Works site from R-l: Single Family Residential to NB: Neighborhood Business. - - - - --------- . ARDEN HILLS PLANNING COMMISSION - MAY 4, 2005 6 Staff recommended rezoning the west 397.5 feet of the north 276.82 feet of the Northeast . Quarter of the Northwest Quarter of Section 22 Township 30 Range 23 from R-I Single Family Residential to NB Neighborhood Business. Chair Sand opened the public hearing at 7:56 p.m. Chair Sand invited anyone for or against the rezoning to come fotward and make comment. Greg Redman, 1480 Arden View Drive, represcnting Arden Hills Townhome Board, stated he was representing the association directly south of this proposal. He stated the Board did not have any specific objection to the rezoning, but the Board did have some concerns with the subscquent development proposal and reserved thc Board's right to comment on that proposal. Chair Sand noted thcy were rcserving comments as to how the propcrty was developed, but they did not opposc the rczoning, Mr. Redman replied that was correct. Gail Van Buskirk, 1390 Arden Vicw Drivc, stated she was opposed to the zoning change because she believed the Comprehensive Plan was taking ovcr green space and making more industrial area. She expressed concern that there werc a lot of industrial areas being put in the City. She noted she was not opposed to residential homes or townhomes being put in this area, but she did not want to see a neighborhood business put in. She indicated putting in a neighborhood business would bc a waste of this site. . Chair Sand closcd the public hearing at 8:00 p.m. Commissioner Larson moved, seconded by Commissioner Thompson, to approve Planning Case No. 05-05, the City of Arden Hills, 1245 West Highway 96; Rezoning the Old City Hall and Public Works Site (1440-1450 Highway 96) from R-I: Single Family - - .--------------- ---- .. - - - --- ." .. _. _._._ _____ __ __ __ - _______ '__n '-.<~'_~_"U......~lt.l{.u t.v -'- "';.L? -'-"i;....i5il'-0V~;.;.vvu .LJ(...~lil'-'~'='. Commissioner Bezdicek askcd if this was consistent with the Comprehensive Plan. Mr. Hellegers responded it was. The motion carricd unanimously (6-0). D. PLANNING Cf.SE liS 12: ROY,'.L OAKS REALTY, 1111111 COUNTY RO,\D E WEST, SHOREVIE'.Y, MINNESOT.\; Mf.STER ,\ND FINAl, PUD ,\ND PREblMIN,'.RY PL\T FOR OLD CITY Hf.LL AND PUBLIC WORKS SITE fl44~4S11 HIGHWAY 96 Continued to thc June 1,2004 Planning Commissioner meeting. UNFINISHED AND NEW BUSINESS ~. e , , ARDEN HILLS PLANNING COMMISSION - MAY 4, 2005 7 . REPORTS A. Planning Commissioners Chair Sand noted he would not be present at the June I, 2005 meeting. B. Staff Mr. Clark summarized the June items to come before the Commission. C. Council Member Council Member Grant updated the Commission on recent City Council actions, ADJOURNMENT Commissioner Zimmerman moved, seconded by Commissioner Larson to adjourn the meeting at 8:07 p.m. The motion carried unanimously (6-0). . . , , . ~ ~HILLS MEMORANDUM DATE: June 1,2005 PC Agenda ltem 4.A TO: Planning Commission FROM: Peter Hellegers, City Planner ~ SUBJECT: PC #05-13 Holiday Station Stores, Inc. Master and Pinal Plan PUD and Preliminary Plat for the Indy pro;Jerty SW comer of Highway 96 and Round Lake Road Requested Action Consider the requested a Master and Final PUD / Special Use Permit and Preliminary Plat for the development of the property at the southwest comer of Highway 96 and Round Lake Road, . Backl!round Surrounding Area North Medium Density Residential Manufactured Home Park South Industrial GB: Gateway Business Light Industrial 1 g e East Low Density Residential R-1: Single Family Residential Family Detached Residential (alon 96/across Round Lake West T-35W Right-o~Way 1-35W Right-o~Way 1-35W Right-o~Way Site Data Industrial Vacant GB: Gateway Business 3.72 acres (162,170 square feet) 0.04 Moderately flat; ,lope at southwestern portion of property . \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- 01-04 PC Report Holiday OS-I3.doc Page 1 of 13 ; , Master and Final Planned Unit Develovment / Svecial Use Permit. and Preliminarv Plat The applicant has requested that the Planning Commission review two actions for this property . which are (listed in the order that they will be reviewed): . Master and Final Planned Unit Development (PUD) / Special Use Permit . preliminary Plat Overview The applicant is proposing a 5,563 square foot Holiday service station/convenience store with a car wash for the property at the SW comer of Highway 96 and Round Lake Road, The property is owned by the City of Arden Hills and a purchase agreement has been established between Holiday Stationstores, Inc. and the City of Arden Hills for the development of the property. It appears that the subject property was acquired by the City to allow the reconfiguration of Round Lake Road, providing the distance between the I-35W off ramp and Round Lake Road necessary to have a traffic control signal. It appears that following the City's acquisition of the property and reconfiguration of Round Lake Road the property was not replatted. The applicant has submilted a Preliminary Plat which shows the area for development as Lot I, dedicates Round Lake Road West on the plat, and also shows the three remnant pieces of the former property configuration as Outlots A, B, and e The City would retain ownership ofOut/ots A, B, ande The applicant's proposal for a service station/convenience store shows the building with the . front facing Round Lake Road to the east, the rear of the building with the attached car wash to the west, and the sides of the building as Highway 96 to the north and Round Lake Road to the south and east. The canopy for the fueling pumps is located further to the east than the principal building. In addition to the principal uses there are also several accessory items on the site including a propane tank, air pump, vacuums, and a pay phone. l[ . iIif...... ..... - ".--"..- .::."- :'''. _IU' - ...~._-' III Master and Final PUD / Special Use Permit -',."--. A Speeial Use Permit is required for a service station with convenience style retail and a car wash in the Gateway Business District. The Planned Unit Development (PUD) process allows flexibility in reviewing the design, layout, and other aspects of development; to allow a development is in the best interest of both the applicant and the City. The applicant has requested additional signage area, use of a building material which is not included in the GB District standards, and reduced parking setbacks along the southeastern portion of the site. The applicant has also proposed the following features to offset the aforementioned deficiencies: a monument style freestanding sign, superior building materials and design for the use, and a total oflandscaping materials approximately 4 times what is required. \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- . 01....04 PC Report Holiday 05-] 3.doc Page 2 of 13 < Preliminary Plat . While the reeonfiguration of Round Lake Road occurred in the late 1990's, the property was not replatted. The proposed plat would create one lot, the dedicated Round Lake Road, and three outlots. The proposed development would occur on the one lot, the outlots would remain as City property as would Round Lake Road. Review of a Preliminary Plat encompasses many of the criteria which will already he covered by the POD/SUP analysis; however plats (and subdivision) also have a slightly longer review period. Therefore staff has included a separate Preliminary Plat review section (after the Plan Review) which will cover items that were not previously discussed. Plan Review lA. Zoning - Meets Requirements A service station with convenience style retail sales and a car wash is listed as a special use in the Gateway Business Zoning District. Building Setbacks Following is a comparison of the proposed setbacks as compared with the setback standards established by the Zoning Ordinance. . Minimum Setback Standards Front Yard 50' 147' 45' (East) Rear Yard 20' 105' 215' (West) , ~ -~-"---- . (Round Lake Road _._.~.. ...--.------'..- ~-"."~- ".'"-'~'..- --'-----.-'.,.. . ----'-.-. - ,'~ 20' 65' 38' [south/southeast] / Highway 96 [north]) 2A. Special Use Permit Analysis - Finding Required Special Use/Special Use Permit - Since the service station with convenience style retail sales and a car wash is listed as a special use in the Gateway Business District, review of this item requires that the Planning Commission (and City Council) considcr certain nuisance characteristics. Section 8, D, 3, b ofthe Arden Hills Zoning Ordinance states that the City Council and Planning Commission: . \\Earth\Planning\Planning Cases\2005\05-1 3 Holiday Station Stores Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- 01-04 PC Report Holiday 05-13.doc Page 3 of 13 , "".shall consider the effect of the proposed use upon the health, safety, convenience and . general welfare of the owners and occupants of surrounding land, in particular, and the community as a whole, in general, including but not limited to the following factors: existing and anticipated traffic and parking conditions; noise, glare, odors, vibration, smoke, dust, air pollution, heat, liquid or solid waste, and other nuisance characteristics; drainage; population density; visual and land use compatibility with uses and structures on surrounding land; adjoining land values; park dedications where applicable, and the orderly development of the neighborhood and the City within the general purpose and intent of this ordinance and the Comprehensive Development Plan for the City. " 3A. Building Area / Floor Area Ratio / Lot Covered by Structnre - Meets requirements The Floor Area Ratio (FAR) measures fhe total square feet of building area relative to the lot size, The floor area ratio requirement for the GB District is based on the number of stories of the building. The maximum FAR for a 1-story building in the GB district is .30. The proposal shows a floor area ratio of .04, far below fhe requirement. <;jBCl'iteria" (Square Feet) (%) 48,651 30% Max . 4A. Landscape Lot Area / Landseaping - Does not include trees in the 4.5-5 caliper inch category. (Meets area requirement and minimum total caliper inch landscaping requirement; does not meet requirement for percentage of caliper inches; does not appear to preserve any existing trees) 1!!LlJ .._" . .... f'~"'<nl 'y;;~ ~-!iU, ,':":::,' :,.n.~ _ ..'~' T ' .~ , 'L"lli The landscape lot area of a property may consist of: naturally vegetated areas, wetlands or ponding areas, planting beds, ground cover and mulch areas, decorative walkways (not to exceed 15% of the required landscape lot area), and outdoor recreation areas, The inverse of the landscape lot area also determines the amount of hard surface area a property may have (i.e. 35% landscape lot area ~ 65% hard surface area). G~Crtt~rta (Square Feet) (%) (Square Feet) (%) 56,760 35 % Min 109,421 67% \\Earth\Planning\PJanning Cases\2005\05-13 Holiday Slation Stores - Round Lake Road and 96 SUP, PUD, Preliminary Plat (PENDING)\06- . 01-04 PC Report Holiday 05-l3.doc Page 4 of 13 , Minimum Landscaping Requirements . Under the City's landscape plan design requirements 17.38 caliper inches of trees are required (the minimum total caliper inches required for trees can hc arrived at by dividing the gross square footage of all floors of the building [5,563 by 320) for this case. The applicant has proposed 56.00 caliper inches of deciduous and ornamental trees and 33.30 caliper inches of coniferous trees on the site. The result is 89.30 total caliper inches of new trees, which meets the requirement per the minimum landscaping requirements. In the 4.5 to 5 Inch Caliper Inch category the proposed landscaping does not meet the requi.red 3.48 caliper inches, However, this is offset by the proposed landscaping being more than 4 times the required total amount Caliper Inches of Trees (required / proposed) Required for buildings of 1-2 50 % (8.69) 30 % (5.21) 20 % (3.48) Stories Proposed # of (61.30) (28.00) (0.00) Caliper Inches . ***The numbers /isted under the "proposed" section are for new trees only; the existing trees on site would not to be preserved. The Landscape Plan section of our Zoning Ordinance Procedural Manual reads "A reasonable attempt shall he made to protect and preserve existing trees and incorporate them into the landscape plan. " I.' r _LA ~, ry;tl~, _ Jlr")i_m:J1ji~n..J~1t'':;L.~-l$tg'" "':. .ml"...' t!j!llC-~~' , -, jilLJ!IJ .T' -..- requirements, The area proposed for development is located in the Gateway Business District (Sign District 7) but also is the only property in that zoning district that also has frontage on Highway 96 (Sign District 6), The nature of this type of development is to draw business from the roadways it is adjacent to. Therefore, the proposed development is more consistent with the signage requirements of Highway 96, than the signage requirements of Sign Distriet 7 which are primarily destination oriented. Staff has reviewed the signage as compared to the requirements of Sign District 6. The plans indicate one monument sign perpendicular to Highway 96 at the northwest portion ofthe property, and some signage on the building and fueling canopy. In addition to the Sign District f) regulations, section 333.12 of the Sign Ordinance allows another 25 square feet of . \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station StOTCS - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDJNG)\06- 01-04 PC RCp011 Holiday OS-13.doc Page 5 of 13 > , signage for each edge of a service canopy facing a street. This service canopy signage ean be illuminated but no other part of the face ofthe canopy is allowed to be illuminate. . Following is a comparison of what Sign District 6 would allow versus the amount of signage proposed: S;f!nage Type of Sign Sign District 6 Regulations Proposed Wall Si!mal!:e Max Area 60 sf 86 sf Max Height none - - Lil!:htinl!: External/Internal Internal Freestanding Signal!e Max Area 45 sf 93 sf Max Height 12 feet 15 feet (sign and sunport) Lightinl!: External/Internal Backlit Auxiliarv Sil!:nage Wall 6 sf 7 sf Freestanding 6 sf Max Height Wall 6ft 2,8] feet (of Sign Face) Freestanding 6ft 7.75 feet Service Canopy Signage Max Area 25 sf per street 36 sf (south) . facing canopy edge 36 sf (east) 36 sf (north) The total amount of signage is approximately 294 square feet whereas 192 square feet would .. . "be ermitted thr u the sj 1 -. ...-- ~_.- 'Y ,;q 11': ee , esarr lng~ age excee s e reqUlremen y square ee. e auxiliary signage exceeds the requirement by 1 square foot, and the canopy signage exceeds the requirement by 33 square feet. In addition, the freestanding sign is backlit which is not allowed, and the overall height of the sign is 15 feet whereas 12 feet is the maximum. The height of the freestanding sign face itself is not supposed to exceed 6 feet; the proposed freestanding sign face is 7.75 feet in height. The use of a monument style freestanding sign rather than a pylon sign should be a mitigating factor. The use of the backlit lighting for this sort of freestanding sign is common for service station/convenience store uses and would seem to be the hest style of lighting for this sign. Reductions to the base or the decorative edging of the freestanding monument sign should allow the total freestanding sign height to meet the 12-foot requirement. Additionally the canopy signs and wall signs should be reduced to meet the required 25 square feet each street facing edge and 60 square feet respectively. \\Earth\Planning\Planning Cases\2005\05-lJ Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING}\06- . 01 ~04 PC Report Holiday 05-13.doc Page 6 of 13 --------- < . 7A. AestheticslBuilding Materials - Use of EFIS as accessory building material; not listed as permitted building material. The building aesthetics include a sloped and shingled roof to make the building appear more residential. The building itself has a primary material of brick with glass windows along the front (east) of the building and also a few windows into the car was on the west. Some EFIS is used as an accessory material along the top portion ofthe building (top quarter of the building walls), While not listed as a permitted building material in the GB District, the EFIS is not the primary building material and also helps to break up the mass of the huilding. Additionally, the plans of the proposed development show metal fueling canopy columns. Staff would recommend that the exterior of the columns be treated with the same brick material from the building exterior to maintain the consistency of design throughout the development, and to more closely match the GB District building material requirements. SA. Height of Buildings - Meets Requirement Building height for a sloped roof is calculated from grade to the midpoint between the ridge of the roof and the eaves. The plans show a building with a height, based on this measurement at approximately 23,5 feet, well within the height requirements for thc GB District. The height to the top ofthe roof ridge would be approximately 35 feet. . 9A. Parking - Meets requirement Applicable parking standards include the following: . Retail Sales: I space for each 150 sq, feet of gross retail sales floor area -"------ -. - --- lOA. Traffic, Access, and Circulation - Meets requirement The site plans show two access drives to the site; one at the eastern side of the property, the other using an existing approach at the south side of the property. A median separates north and southbound traffic on Round Lake Road. Due to the median, the north access drive is cssentially a right in and right out only access. Signage should be included at the north aecess drive that read "No left turn" and/or "Do Not Enter" (for drivers who may attempt to make a left turn into the southbound traffic lane). . \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station Stores - Round l.ake Road and 96 - SUP, pun, Preliminary Plat (PEN[)(NO)\06- Ol-04 PC Report Holiday 05-] 3.doc Page 7 of 13 , , The City Engineer and the County Traffic Engineer have reviewed the applicant's plans. The County Traffic Engineer did not see any traffic problems that would be caused by the . proposed development. The City Engineer made the following recommendations related to traffic, access, and cireulation: . Coordinate with City staff to include sidewalk conneetions to the existing sidewalk on the east side ofW. Round Lake Road and to the future trail along the south side of Highway 96. The developer shall be required to construet a ped ramp on the east and west side of Round Lake Road and in the side for ADA access. The sidewalk shall be a 5' wide conerete walk. . Recommend that the north driveway be further away from Highway 96. Suggest centering it with the pump island? . Please indieate striping and signage on the site plan, llA. Scrc2ning - Needs additional screening along northern and southeastern edges of the property Screening (as stated in section 5A, buffer yards) is required to be a minimum of60% opacity between this property and the neighboring residential properties to the north. In addition mechanical equipment is required to be screened from view and dumpsters are required to be placed within dumpster enclosures. The dumpster is located within the building ofthe proposed development and therefore is completely screened, The applicant will need to verify that all mechanical equipment is screened, consistent with Section 6E4j offhe City's Zoning Ordinanee, including the transformer (shown as site plan note #21). . Screening of any business or parking lot in proximity to a residential lot (including across streets) is required to have screening of at least 60% opacity. Based on the proposed landscape plans it does not appear that the adequate level of screening has been achieved. Staffwould recommend modification to the landscape plan to include using the Norway Pine trees to the north of the fueling canopy and to the soufheast of the fueling canopy where the ~';~ . ..'r ~:":"r ~;'~",",iH!~'l:'J~h"t'f'---"i1.~"~~1."'1~i"l1f]lt:nll_mC."Lln=~rLi .~' L J}1lr'1,. ~'~ -"j' " [jIJI! 60% opacity screening requirement, and should also better protect the character of the homes to the north and to the east and southeast across Round Lake. Staffs proposed modifications could be achieved by simply rearranging the existing planting materials or could include additional coniferous trees. 12A. Lighting - Exterior Lighting of Building Fayade needs to be reduced; Light fIXture M should include shields/shrouds or be the flat lens style. General requirements for lighting state that the source oflighting shall be concealed or hooded and also that lights shall not cast light exceeding a meter reading of 1.0 foot candle on the travel lanes of adjoining public streets or 0.4 foot candles on adjoining residential prop erty, \\Earth\PJanning\Planning Cases\2005\05-13 Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDlNG)\06- . 01-04 PC Report Holiday OS-13_doc Page 8 of 13 . The overall lighting levels in the proposed development are consistent with City code requirements. However, exterior building fac;ade lighting is not supposed to exeeed 25% of the fac;ade visible from residential property (the north and east). If facade lighting is used at service stations, it is typically to make the huilding feel safer for customers and employees, In addition, fac;ade lighting does not need to be extremely bright. If modifications are made to thc fac;ade lighting, staff would rccommend that sufficient fac;ade lighting be maintained around the fire exit and the employee entrance, The applicant has proposed several different lighting fixtures. The "Electrical Site Plan" in the applicants plans lists the letters of the light fixture with an "X" below to symbolize the number fixtures present (i.e. M/XX = two style M fixture lights on one pole). Basieally type R and type D lights are used under the fueling canopy area, Light type M provides accent lighting around the north, south, and west sides of the building. Type B lighting is used to illuminate the main entry area. The light type (i.e. B) corresponds to the letters listed on the lighting cut sheets included in the plans provided by the applicant. The type D lighting is the main souree of illumination for the fueling canopy area. These lights an: a flat lens, so the source of illumination should not be visible from the sides. Type R lighting is a flood light direeted to illuminate the fueling pumps. Type B lighting is an overhead HID light which appear to be installed above the main entry and directed downward for illumination, The type N lighting provides accent lighting around . the other sides of the building; the lighting would shine up and down. Finally the type M lighting is the general parking lot lighting for the rcmainder of the site. The fixtures appear to he double mounted (back to back) on a single pole and illuminate just inside the perimeter of the site. Again, the lighting levels are consistent with City regulations, Staff would suggest that these lights be shrouded (shielded) or the flat clear lens as stated in the cut sheets (rather than the eontoured clear lens). This should conceal the '.. >~if,ect~01lr.~e O~'I~i?:<l~~~~"'~wa~Rt~[=~ '.. H~._r ~'__ v~__,._ n I1!~L ---:-=".,' -,~- _ '__M~ _ __ ..- .-.-.'. t3A. Grading, Drainage, and Utilities - Revised plans to address the comments and questions of the City Engineer regarding Grading, Drainage, and Utilities should be submitted, The City Engineer has reviewed the applicant's plans and has indicated areas for revision of plans and areas where additional details are required. The Planning Commission should review the plan review comments below and determine if they are comfortable with the City Engineer's reeommendations as they relate to the grading, drainage and utility plans. Ifthe Planning Commission is comfortable with the plans mbject to the City Engineers recommendations, a condition should be added directing the applicant to submit revised grading, drainage, and utility plans to the City Engineer for review and approval prior to the issuance of building permits. . \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station SLores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- 01-04 PC Report Holiday 05-13.doc Page 9 of 13 , The applicant would also be required to ohtain the necessary permits from the Rice Creek . Watershed Distriet in regard to drainage, erosion control, and stormwater. 14A. Additional Plan Review Comments - Plan review comments received from City staff, the Lake Johanna Fire Department, and Ramsey County Traffic Engineer. a. Coordinate with City Staff to include sidewalk connections to the existing sidewalk on the east side ofW. Round Lake Road and to the future trail along the south side of Highway 96. The developer shall be required to construct aped ramp on the east and west side of W, Round Lakc Rd and in the site for ADA aceess. The sidewalk shall he a 5' wide concrete walk b. Notes 13 and 22 don't appear to be labeled on the plan sheet SP!. c. Engineer reeommends including a sand base under the class 5 aggregate base for bituminous pavements to reduce frost heave due to clayey soils. d. Please indicate the concrete pavement seetion (class 5 aggregate base, sand depth). e. Recommend that the north driveway be further away from Highway 96. Suggest centering it with the pump island. f. Is there a minimum distance a propane tank can be located to a transmission line? Does overall static electricity have any affect with gas station operations nearby? g. Please indicate striping and signage on the site plan, h. Confirm match spot elevations of south driveway, whether it has a crowned center line of straight slope. Please design south driveway to minimize runoff from . entering W. Round Lake Road. Introduce low point at CB5. \. Recommend an additional hydrant in the southern part of the site, near the underground storage tanks, Current hydrant appears too close to the building. Contact Lake Johanna Fire Department for their input on this, J. Owner shall be responsible for all storm sewer, sanitary sewer and water main maintenance. k PI I V" ---'~'''''- "imritriiIie"wafer OWlIlg ()filir ~()uri om a e oa e recommen a swale across the driveway to keep parking lot runoff from entering W. Round Lake Road. L Note that storm sewer goes underneath the propane pad. May want to relocate. m. Note that the propane pad is on a steep slope, Are there plans for a retaining wall? n. Please include concrete apron per City detail standards. (See attachment 4A---.1. 0, Please turn off property line text info on utility plans and grading plan. p, Please fix contour text for legibility. q, Please includc important spot elevations on grading plan, especially, between Round Lake Road and curb south of the northern driveway, Also include grades (3:1) in grading areas and slopes (percentage) on the parking lot with flow arrows. \\Earth\Planning\PJanning Cases\2005\05-1J Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- . 01-04 PC Report Holiday 05-1 J.doe Page 10 of13 . r. Note that the existing storm sewer on W. Round Lake Road near the water and . sanitary stubs does not flow to pond (as you indicate) but flows soufh to the next set of structures. s. Please fix contours on fhe south driveway. t. Please indicate DIP pipe after CB5 and a valve to close the storm sewer in case of a major spill. This will prevent the gas from entering the pond and allow time for a vac truck to arrive and clean up fhe gas in the pipe network. u. Are grease traps required for spill control? v. Is fhere a Spill Prevention Plan prepared? Please send a copy to the City. w, Please turn off storm drainage text info on sheet L 1. x. Fire department connection needs to he within 150' ofthe hydrant. y. Car wash will also need to be sprinklered, z. The developer will be required to obtain a permit from Ramsey County for work within the Highway 96 right-of-way. aa, Applications for building permits shall be submitted two weeks prior to the planned date of construction. Building permits approved by the Building Official shall be required prior to the start of any construction, bh, It does not appear that any trees were preserved. Please note that the City's Zoning Ordinance Procedural Manual includes in the requirements for Landscape Plans: "A reasonable attempt shall be made to proteet and preserve existing trees and incorporate them into the landscape plan." There may be some potential for tree preservation at the northwest and southwest portions of the site, ceo Xeel energy contact and any othcr major utility contacts relevant and specify that . contractor to coordinate with these entities before and during construction. dd. Please submit a removal sheet indicating saw-eutting locations, tree removal, ete. Ce. Any traffic control needed during construction should be referenccd on the plans. ff. Permits from Rice Creek Watershed District will be required. Please contact RCWD at 763-398-3070 for more information. i~',' t'ii:f:"1;~(,{~;:~iiJ,k,:'l:.rJ:, :ill :t: hn_ "'-~-::': _7__~_' _ '... '.::,'.:~:::';.:' "IT' ..-- - - -~: (J] -.. ~... IB. Lots. Lots I will meet the requirements for service station with convenience style retail and a car wash uses in terms of lot width and area. The plat also includes 3 outlots and dedicates West Round Lake Road as a public street. The outlots include a ponding area at the southeast corner offhe former property (between West Round Lake Road, the Nott Company property, and Round Lake), a triangular piece at the southeast corner of Highway 96 and West Round Lake Road, and a strip along the west of the property that was where the previous alignment of Round Lake Road had been. The lot is the only area that would be developed and ownership transferred, the outlots and road would remain City property. 2B. Minimum Lot Area/Dimensions. The minimum lot area and dimension requirements from the GB District do not apply to service stations with convcnience style retail and a car wash. The proposed lot area for Lot 1 is 162,170 square feet. . \\Earth\Planning\Planning Cases\2005\()5-13 Holiday Station Stores - Round Lake Road and 96 SUP, PUD, Preliminary Plat (PENDING)\06- 01-04 PC Report Holiday 05-13.doc Page 11 of 13 , 3B. Easements. City subdivision regulations require easements at least twelve (12) feet wide . centered on lot lines for utilities and shall be dedicated to the City. It should be noted that the City will not assume responsibility for maintenance ofthese areas. Rather, the easement would allow access if it is ever necessary to enter these areas. The plat shows side and rear easements of (10) feet centered on lot lines (5 feet onto the Holiday property) and (20) feet centered on street side lot lines (10 feet onto the Holiday property). The applieant should change the side/rear easement over their property from a 5 foC't width to a 6 foot width, In should be made clear that Holiday will be the owner of Lot 1, Block I, Holiday Lake Addition and West Round Lake Road as well as Outlots A, B, and C, should be dedicated to the City. Preliminary Plat - Deadline for Al!encv Actions With regard to subdivision applications, Minnesota State Statute 462.358 Subd. 3B indieates the following: A subdivision application shall be preliminarily approved or disapproved within 120 days follOWing delivery of an application completed in compliance with the municipal ordinance by the applicant to the municipality, unless an extension of the review period has been agreed to by the applicant, . This particular application was received on May I, 2005. As a result, the application must receive a preliminary approval or denial by August 30, 2005. Staff Recommendation In Planning Case #05-13 staff recommends approval of the Master and Final Planned Unit :,.T:-.U.... : 'T1Jf ., 't'tQJII . ,- ~llg 'L__'-~" -' W -_._.~ .. J L convenience style retail and a car wash, after making a finding that the special use of the dwelling units will not have an adverse impact on the surrounding properties or on the eommunity as a whole; subject to the following conditions: L The applicant shall submit revised plans, responsive to the comments from the Plan Review Comments section of fhis report (l4A), for review and approval hy the City Planner, City Engineer, and City Building Official, prior to issuance of building permits. 2. The applicant and their contractors shall work wifh the City Planner and City Forester to save as many existing (and healthy) trees as possible in the areas designated as landscape space. 3. Revised plans showing additional screening, preferably in the form of coniferous trees, along the north and southeast sides of the property to meet fhe screening requirement of 60% opacity. \\Earth\PJanning\Planning Cases\2005\05-13 Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- . 01-04 PC Report Holiday 05-lJ.doc Page 12 of 13 4. Wall and canopy signage shall be reduced to meet the City's requirements of 60 square . feet and 25 square feet (per street facing canopy edge) respectively. 5. The height of the freestanding monument sign shall be reduced to 12 feet to be compliant with the City's Signage Ordinance. 6. The fueling canopy columns shall be treated with the same briek as the proposed building for design consistency and to more closely match the Gateway Business District exterior material requirements. 7. Execution of a POO Permit/SUP Permit drafted by the City Attorney and approved by the City Council prior to the issuance of a Building Permit. 8. Execution of a final plat prior to issuance of the Certificate of Occupancy, 9. The applicant shall submit an application for a Final Plat review within six (6) months following City Council approval of the POO and Preliminary Plat. 10, The 'lpplicant shall obtain all necessary permits from the Rice Creek Water Shed Distriet and Ramsey County. Options L Recommend approval as suhmitted. 2. Recommend approval with conditions. 3. Recommend denial with reasons for denial. If the City denies the petitioners request, "...it must state in writing the reasons for the denial at the time it denies the request." 4. Table for additional information. . Deadline for Aeencv Actions - PUD/SUP The City of Arden Hills received the completed application for this request on May I, 2005 Pursuant to Minnesota State Statue, the City must act on this request by July 1,2005 (60 days), unless the city provides the petitioner with written reasons for and additional 60 day review period. The City may with the petitioners' consent extend the review period beyond the 120 days. r :.::rL..",tlat:tnIRt ~m:-, '_...n :,:::- -...d._~_ -:;-- :-I.J~- ,. -j '" 4a-1 Location Map, other pertinent maps 4a-2 SUPIPOO Plans, Preliminary Plat, and statement of request submitted by the applicant 4a-3 URS access drive apron detail (referenced in the Plan Review Comments) 4a-4 Letters from residents pertaining to this case . \\Earth\Planning\Planning Cases\2005\05-13 Holiday Station Stores - Round Lake Road and 96 - SUP, PUD, Preliminary Plat (PENDING)\06- 01-04 PC Report IJoliday 05-I3.doc Page 13 of 13 > , . . ~~:-"----~>' -....' - __ ___~'. --0.- .:-."= ~"-"'- ~. ~ ~, _ _~O~~. "",_. -'-'~ -_._.._~. m __ -~"- . . Planning Commission Meeting June 1,2005 Attachment 4a - 1 . ,Jr: ,:1 ::'::::: , f',,,..,. - '" ,_:"::,.".U::)liIlRif - ~:-,~=;~ '-~~--"- --~---'":. o:~:::.;~_~~= ". - .~_~~-'=:_--" .T , r ," . _________m__ , . . 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Planning Commission Meeting June 1, 2005 Attachment 4a - 2 . ..' .::.'llJ - . ~ .'-:: .~ '~I.... ,'L ~ .,.1..1. .- ., .: ... . - . , , . . Of" ,~ - :::"=:''!Z.K.- . - -~~;~~-~. =:--:~~- n"~'_ -"_._~...- ~--" ---- ,.-, ~~-,-, - ~ ----..-,...".. -"-_..,,. . " e Proposed Holiday Stationstore Road 96 and Round Lake Road West Arden Hills, MN ;:"e ~ ;; ~> ~;\f Submittal for Approval ~L ~, "'0 A~, Planned Unit Development Special Use Permit '-'"-'~-_.'. .- ~~ ~ --- _ __._.."....n.._ _'.-u- _' u_A,__ _ ,_~~........- _ _ _~ -~_~___ Holiday Stationstores is proposing the development of a convenience store with . gasoline service and a car wash on a 2.79-acre parcel of land located at the south west Comer of County Road 96 and Round Lake Road West in Arden Hills. The facility will include a 5,563 square feet convenience store and attached car wash building with a gasoline-dispensing system which can serve 12 cars. The Holiday Stationstore will provide a variety of grocery, health and beauty aid products as well as baked goods, prepackaged sandwiches and a wide assortment of beverages. This "state of the art" facility will incorporate the latest technology in gasoline fueling equipment. The interior design of the convenience store will incorporate earth tones and ceramic tile flooring. The exterior of the building will be constructed with brick, EFS, glass and tile, Included in this application is a request for the approval of a Planned Unit Development, Special Use Permit and the Preliminary Plat. 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""'''''''''''''j''''j % 11- II '" + 1:" __ y - 'I : :"" !:;~;:. ~I' ,~ , 'r, 1) iI,1I' iI II. !I 0-.ib (f) -11 1\ " /' ," "I Ii ~I:;::~;" :::; \10 -Ii 1\ l\- .,- ,," ..1+, 2" ''" m -0 +I~' , Sa:'_,__ > '> "l I;, Z 11,111 '''I- " " " ),-Ih""" ~ 'I, -11 "" ~, ill " + '> ,> .\ '> q .io-ll -t..\Io q .\ + "I b , " '" " 4-'1i <- I, + 'it 'I + '-' + 1) 'it *' '> ,,"' "\:11"'" , d'l, % > __'i,n .1, If, II <- .' + .' + .1, ti, +, '<n", ,. 'i; __' il <t, ~ I, " !I '0- ." + 11.'" ~ 0 ~ + II S 0 n ~ " " > > ", "'''' z < .,. -II ~ 0 " .1, '" " II + " -I- 'I "10 1\ -0 Ij, -;. + "'" '" -4, -I, + 4- 1 -;, ~__ II I I I I~ I ~ I~r~r (JJm VI~lli!iV ST A TIONSTORE ::z:: 8 ." I I I Il - , 0 H .1 -1m Ii .! ~II mo - H I -0-1 - " I J ~I~:~' ';;0 nd Ii!!! Arden Hills, MN. A. , I'! >- G W '!' zo I ~~ii~ > "< , . J I :1 dt. , ~I , It. It. . FEATURES Typ, Catalogoomb,r @ OPTiCAL :5- .. Reflector ~ Self-flanged. specular clear or semi-diffuse reflector. ....... ......... .....-... _Bounding Ray Optical Principle design provides lamp before lamp ~ image and smooth transition from top of reflector to bottom. ._.~... ........ .................. Minimum flange matches reflector finish. White painted flange optional. HID Downlights .. Baffle/cone -Specular clear upper reflector. Microgroove baffle 811 A H with white pamted flange or specular black cone with flange that matches cone finish. .1: MECHANICAL . 16-gauge galvanized steel mounting/plaster frame with friction Open Reflector support springs to retain optical system. Accommodates up to 7/8w MH or HPS Lamp thjck ceiling standard. See Accessories for increased ceiling thickness capability. . Mounting bars are 16.gauge galvanized steel with continuous 4W vertical adjustment, held In place with tool-less, earn-action locking ~__~____ system. Post installation adjustment possible without the use of ~.-------r tools from above Dr below the ceiling. Shipped pre-installed. . '. I . Galvanized steel junction box with bottom. hinged access covers r~; f- 9.3/16 (23.3) and spring latches. Two combination W-3/4~ and four Vz" \j knockouts for straight-through conduit runs. Capacity: a (4 in. 4 E:I., "', 0,@, -~ l out) No. 12 AWG conductors rated for 90"C. ~ .. . (i). .. elECTRICAL SYSTEM Aperture: 7.7/8 {20.01 . Die-cast aluminum lampholder housing. Designed for effective heat Ceiling opening: 8.1/2121.61 dissipation and positive light center positioning. Overlap trim: 9-1l8t23.2} . Medium-base porcelain socket with nickel-plated screw shell. Extended porcelain socket for "open fixture" rated metal halide - l'- lamps. . - . Prewired. encased.and.potted, 120/217V or 120/347V ballast tray 1&"111 module. Module can be attached before or after mounting of /~\. mounting/plaster frame. /' ~~.~~~ "'. (.0 . Thermally-activated Insulation detector. . . @jl' 17-3/4{45.1l LISTING-I ~~ 8 .. . Fixtures aTe UL listed for thru-branch wiring, recessed mounting ( , . l . and damp locations. listed and labeled to comply with Canadian Ql'~ Standards lsee Options). \.\. ENERGY .~ -,. - LER.OOL Annual Lamps Lamp Ballast Input 19--1/2 (49.5) _ Energy CDS! Lumens Factor Watts 44 $5.47 ml00W MHC 8700 1.00 125 Atl dimensions are inches (centimeters). Calculated in accordance with NEMA standard lE.5. ORDERING INFORMATION Example: AH 100M8AR 120 Choose the boldface catalog nomenclature that bestsu its your needs and write iton the appropriate line. Order accessories as separate cata log numbers (shipped separately). AH Ise~iesll Watt~e/lamp II Reflect~rtype 11 Fin;sh Ilvol~agell OPti~ns I AH Metal Halide 8AR Clear (blank) Specular low 120 WLP With lamp {shipped separately). 50M MP50/C/U/MED 8PR Pewter iridescent 2n TRW White painted flange. {Standard with 70M MP70/C/U/MED 8WTR Wheat LD Semi.diffuse 341 8MB.} 100M MP100/C/U/MEO SURR Umber low iridescent LRC~ Provides compatibility with lithonia 150M' MP150/C/U/MED 8CR Champagne Gold Reloc System. Color Corrected Metal Halide2 8GR Gold . URSs Quartz restrike system (uses maximum SOMHC MPC50/C/MED 8MB] Black Baffle Accessones lOOW DC b~se quartz la~p b.yothers). C ORST[]6 Quartz restnk.e system With time delay. 70MHC MPC70/ClMED B8 3 Black Cone Orderasseparalecata!ogllumber. 0 I'k GRS t rt I .. perates Ie. excep qua z amp l00MHC MPC100/C/MED sea Sloped cellmg remains on for two minutes after HID 150MHC MPC150/C/MEO adaptor. Degree of lamp restrikes. High Pressure Sodium NOTES. . SIOp~ ~ust be Ee' Emergency circuit (DC socket with 50S lU50/D/MEO 1 Not available In 347V. speCIfied (10D. 150, . 2. Ceramic arc tube consistent-color lamp. 200. 25D, 30DI. Ex: SCB leads for connectlon to externa~ 70S lU70/D/MED Philips MasterColor or GE ConstantColor. 100. emergency power source; maxImum 100S lUl001D/MEO 3 Not available with finishes. .. . 100W lamp]. 150S LU150/D/MED 4 For compatible Reloc systems, refer to CTAB Celhng thIckness SF Single fuse. options and accessories tab, adaptor {extends. . 5 Not available with QRSTO or EC. mounting frame to CSA LIsted :'Ind labeled to comply With .. I) Not available with QRS or EC. accommodate ceiling Canad!a.n Standards. . 7 Not available with QRS orQRSTD. thickness upto 2"}. HEB ElectrOniC ballast. (i) COTHAM ARCHIUcrURAL OOWHLlCHTlNG 1& . AD1VISION.OFACUITYLlGHTINGGROUP,INC. gotham 1400",t.._",",.~G"..;.300l2 AH80PEN DHID-220 An~O:>rrpioly ~ P&Q03154982 F7708603129 WNW.gothamllghtlng.com -- EN-CORp1l> - flAT LENS - DOUBLE OR SINGLE DECK APPLICATIONS HOUSING - Die-cast, one-piece aluminum ensures durable, weather.tight construction. Two threaded conduit openings allow through wiring. LENS/GASKET - Choose either a fiat clear tempered glass lens or a C73 diffused fiat tempered glass lens, A continuous one-piece exlruded high temperalure gasket ensures maximum sealing to the housing, LENS FRAME/DOOR FASTENER - Features an integral hinged, die,cast aluminum lens frnme. Door frame closes and locks with stainless steel spring catch, a~owing easy access for ground re.iamping. . INSTALLATION - One-person installalion. No additionai sealant required. REFLECTORS/DISTRIBUTlON PATTERNS - The vertical burn optical system and @FtO~~ symmetrical reflector provide uniform general lighting under the canopy. mee1IE NA I fullcut-off ":r,t:rtt' classification. LIGHT SOURCES - Pulse-Start Metal Halide or Metal Halide Reduced Envelope. BALLASTS - Highilower factor type ballasts. Pulse-Start Metal Halide features Super CWA Protected by the foliowing patents: 5,662,407 ballasts and Metal Halide tealures CWA bailasts. Baliasts are designed for -20 degree F 6.059,422 6.152,579 6.224,233 6,464,378 operation. Electrical components are serviceabie from below. Patentado 199,294 Cft2Z10077 CA2381049 and Pat Pend. FINISH. Standard colors are white or bronze powder coal finish. Each fixture is finished with LSl's DuraGrip'" polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five lull years. - WARRANTY - The Encore carries a comprehensive 5-year warranty on all parts, finish, DIMENSIONS workmanship and electrical components (excluding lamp). 11-9/16" PHOTOMETRICS . For detailed photometric data, contact LSI Petroleum Lighting Sales. 0 15-3"- 1.1/16" 14-5/16" c@us ---j NOTE: Encore cannot be USTED mounted in a single skin wet location canopy with 12" deck pans, C€ Deck requires 12" opening wtthZ radius comers. Consult Factory. Project Name I RxtureTyplt I Catalog # I ENCORE@ - FLAT lENS - DOUBLE OR SINGLE DECK APPLICATIONS lUMINAIRE OROERING INFORMATION LUmln31re lamp light Source Lens Line Lumm31te - Prellx Dlslrlbullon Wattage Vollage Finish EC S-Symmetrical 175 PSMV - Pulse-Start Metal Halide F . Clear Flat MT-Multi-Tapl WHT-White 200 175, 200, 250, 320 Watt Tempered Glass TT - Tri -T~2 BRZ-Bronze 250 220V.50 z 320 MHR . Metal Halide Reduce C73 . Diffused Flat 400 400 Watt Tempered Glass. I, , EXAMPLE OF A TYPICAL ORDER 250 PSMV F MT FOOTNOTES. - 1. MT - Multi Tap is shipped standard unless otherwise specified, Multi Tap consists of 120V, 20BV, 240V, and 277V. Multi Tap is pre-Wired for 277V. Alternate voltages will require field re-wiring. 2- Tri-Tap is shipped standard for Canadian applications. Tn-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre-wired for 347V. Attemate voltages will require field re-wiring. 3- Order when flxtures are to be used in enclosed ceilings. Voltage must be specified 120V, 208V, 240V, 277V, 347V or 220V 50Hz, 4- Consult Factory. ACCESSORY ORDERING INfORMATION (ACCf!Ssones are field Installed) Description Order Number ECKEC - Thin Canopy Kit lor Encore 176008 Ground Lamp Changers: _ 250, 320, 400lBgduced) Watt 132678A 200W,Il 179101Z e OOM, DOUBLE OECK1'OUNTING BRACKET (ORDER NUMBER 174806) SORP, SINGLE DECK RETROfiT PANEL (ORDER NUMBER 180192) UPTURNED ~SUPPORT ~ROOF JO\ FLANGE REHOLES JO\ UPTURNED FLANGE OF MOUNT BRACKET CANOPY DECK RED GASKET BETWEEN DECORATIVE PANEL PANEL AND 1 80292 MOUNT DECK BRACKET SORP - Single deck decorative retrofit pan.lt,oililates conversions trom 174806 2x2 surface mounted fixture to Encore. ooM - For use in covered areas (Le. water proof Plenum1: where ceiling material will not support the fixture or access is not avai able from above to OORMP, DOUBLE DECK RETROfiT MOUNTlNG-l'ANEIc{OROER NUM8ER 1778251 utilize standard locking ring. 1'\ ~ROOf rUPTURNED FlANGES UPTURNED DECORATIVE PANEl FlANGE 177825 DDRMP . Oecorative retrofit panel is for use on double deck canopies only. Panel will structurally support the Encore while covering an opening up to 600mm by 600mm. For use in covered areas only (t, water proof plenum). I ProjeclName I FiXlure Type I Cal,l,gU I CHAllENGER@ (Various reflectors are protected by U.S. Patent No. 6,464,378.) C!Y HOUSING - Rectangular shaped, mutti-radiused, one-piece, die-cast aluminum with casl mounting arm. All hardware is stainless steel or electro-zinc plated steel. 00 OR FRAM E . One-piece, die-cast aluminum door frame secures to the housing with two intemal hinges, Two stainless steel captive door fasteners allow easy access. Door frame may be removed without tools. A one-piece exlruded silicone gaskel seats the door frame against the housing. The standard housing/door seal deSign prevents external contaminants from entering the Challenger, resulting in an IP65 rating for all versions. LENS/GASKET. Contoured clear impact resistant glass lens for vertical lamp optics, A tempered flat clear glass lens or contoured clear impact resistant @RaI_fi<1ures glass lens is offered for horizontal lamp opticS. A one-piece exlruded silicone IESNA gasket seals the lens to the die-cast aluminum door frame. '::",~:'lP c!ffiu~3on. SOCKETS - Porcelain mogul-base sockets. All sockets are factory prewired DIMENSIONS with a disconnect plug for the ballast All sockets are pulse-rated. LIGHT SOURCES - Pulse-Start Metal Halide, Super Metal Halide, Metal Halide, 511 ~1 Metal Halide Reduced Envelope, or High Pressure Sodium, Clear lamp is 6'W supplied as standard, BALLASTS. High-power factor ballast with removable/hinged ballasf tray. 3, /'l' Pulse-Start Metal Halide fixtures feature a Super CWA Iype ballast Metal "- Halide, Super Metal Halide, and Hillh Pressure Sodium fixtures feature a CWA Iype ballast All ballasts are designed for -200 F operation. Optional 3,112" U Quick Connecl package Includes supply wiring plus modular plugs for easy ballast wiring. REFLECTORS/OISTRIBUTlON PATTERNS - Vertical Bum systems include: Type II (2), Type III (3), Type V (5), Aulomotive Forward Throw (FA), and Perimeter Forward Throw (FP). Horizontal Burn systems include: Type III (3), Type V (5) and Forward Throw (Fr). All reflectors are field- w.sweep Bracket. BK~'BO'S.19 rotatable, enabling generous flexibility in distribution patterns, without fixfure "ghl15Ibs. E.PA - .Q4 movement Photometric data is tested in accordance with IESNA guidelines. BRACKETS - Cast mounting arm is flat for square pole applications. Flxfure LUMINAIRE EPA CHART may also be mounted to round poles using the round pole adaptor accessory Cballenger Cast Arm With ExtenslonArm (RPPC), which must be ordered separately. An extruded 6" arm extension ___F is required for D900, 0900, T900 and TN 1200 fixture oonfigurations, A .. Single 1.8 2.2 2.3 locking nuf secures two through bolts and a reinforcing plate to the pole, .... 0180' 3.7 4.3 4.6 stabilizing it for easy fixture mounting. '.. D90' 39 4.3 FINISHES - Each fixture is finished with LSJ's DuraGripill> pOlyester powder coal ..'.. T90' Extension Arm 6.1 6.5 finishing process. The OuraGrip finish withstands extreme wealher changes , TN120' Required 6.3 6.9 without cracking or peeling, and is guaranteed for five full years. Standard -. _..- colors include bronze, black, platinum plus, buff, white, green, and graphite, + 090' 7.7 8.6 PHOTOMETRlCS - Please visit our web site at wwwJsi-industries,com for Nole: F-FlatGlass CT. Contoured detailed photometric data. Nole: House Side Shield adds 10 tixt.re EPA. Consull factory. c@us 1P65 lISTED wet loeatlon PmjettName I Fixl.reType I Calalog' I CHAllENGER@ - Hype II PSMV - Pulse.Start Metal Halide CT - Contoured Clear BRZ. Bronze Hype III 250,320,400,750,1000' Wan Impact. resistant BLK. Black fP. forward Throw SMV - Super Metal Halide Glass PLP, Platinum Pius Perimeter 400 Watt BUf . Bun fA'Automotive MH. Metal H,l)ide WHT ' White foward Throw 250,400 Wan GRN . Green 5. Type V MHR - Metal Halide Reduced GPT . Graphite Envelope 1000 Wan HPS - High Pressure Sodium 250,400,750' Watt Horizontal Bum 3 - Type III 250 SMH - Super Metal Halide f - flat Clear CHH fT- forward Throw 400 250,400 Wan Tempered 5 - Type V 750 MH. Metal Halide Glass 1000 250,400 Watt MHR - Metal Halide Reduced CT - Contoured Clear Envelope 1000 Watt Impact.resistant HPS - High Pressure Sodium Glass' 250, 400, 756' Wan MT PLP . PCR ,Photoeleclnc Control Receptacle' EXAMPLE OF A TYPICAL ORDER QC. Quick Connect Package GR' Ground Relamping8 LL . Less Lamp I II I 1. Tri- Tap not available in 1000 Watt PSMV. Voltage must be specified -12OV, 2TN, or 347V. 6- Tri- Tap is shipped .standar~ for Ca~dian applications. Tn-Tap consists. of 12qV, 277V. 2. When ordering 750 Watt High Pressure Sodium voltage must be specified. and ~17V. Tn-Tap IS pre-Wired for highest voltage. Alternate voltages will reqUlrefleld .' re-wmng. 3- Use to match vertical appearance. . . Id" I 0 OC . PCR' . . 7. Factory Installed PCR requlIllsfie wmngto propervotaQe. n. .verslOn,.. IS 4- For international voltages, consult factory. factory pre-wired 10 highest voltage. Alternate voltages Will require fIeld re-wmng. 5- MT - Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 8 _ Ground relamping option is available for CHV only. Maximum tool length 15 ft See 120V, 208V, 240V, and 277V. Multi Tap is pre-wired for highest voltage. Alternale below for Ground lamp Changer. voltages will require field re-wiring. ACCESSORY ORDER1NGJNFORMATION (ACCeSSOries are field Installed I Description Orrter Number Description Order Number PC120V - Photocell 122514 CHH/CHV 2 HSS External House Sid< Shield 143586BLK+ PC208V Photocell 122515 CHH/CHV 3 HSS External House Sid< Shield 143587BLK+ PC240V - Photocell 122516 CHH/CHV fA HSS External House Side Shield 143587BLK+ PC2m Photocell 122517 r.HH/GHV FP HS~ Fxtp.rnal HI1IJ!>p. Side Ship.ld 143587BLK+ PC480V Photocell 1225180 RPPC Round Pole Plate 141940CLR fK120V - Sinole fusina fK120V BKS.BO,WM,'.CLR Wall Mount Plate 123111CLR fK?77V - Singltlusl'lL--- fK2T7V BKA.BO-EC-<;-GLR Extension Arm OFK?OR ?40V - Ol1uble Fu!>ino OFK?08 240V Rp.Qllirp.rl for mllltiple mOllnfing @ ~II ~()O 8. 1?00 r.onfiglll";!tinn~ 14286?CI R OFK4ROV - OOllhle FllsinQ OFK4ROV RKII-RO-S-l9--(;! R Ilpswp.p.p Rr~r.kp.ttor rnlfnr1l1nrl ~11;1rp. polp.!> 144191(";1 R fK347V - Single Fusing fK347V Ground Lamp Changer 132678A 146018A (250,320 Watt) (400Std, 1000 Wan Reduced & 750w,nHPSj HOUSE SlOE SHIELDS +Black only. ~~ I ~---------- a TYPE II TYPE III ANO FORWARD THROW (fAiFP) . (143586BLK) (143587BLK) Project Name I Fixture Type Catalogt I @ HOUSING AND ACCENT BAND - Housing and accent band are constructed from a galvanized coated steel that accepts paint without pretreatmenl and is used to achieve superior paint adhesion. WAll MOUNT" Ballast housing features a 1/2" conduil entry from the rear or a dose nipple can be used off of a J.boJl Mount ballast housing with two screw type fasteners first and wire unit Housing and accent band are I designed to slip over ballast housing and secured with the same fasteners used to secure ballast housing. Re.lamping is achieved by loosenir,g two screws and removing housing and accent band then removing four nuts securing refractor. GLOBE" Made of tempered soda lime glass wilh,a ceramic,sprayed frosted interior. Tempering improves thermal endurance and the ceramic spray diffuses light without compromising glass strength. An EPDM gasket seals globe to housing. SOCKETS" Pulse.rated porcelain medium.base sockets. LIGHT SOURCES" Metal Halide and High Pressure Sodium. Clear lamp is supplied as standard. Photometric data is tested in accordance with IESNA guidelines. DIMENSIONS BALLASTS" High-power factor type ballast is mounled to the housing reinforcing plate. The ballast is designed for ,20' F operation. ~17.~ ~w ~11~ FINISHES" Each fixture is finished with LSI's OuraGrip~ polyester powder coat r ,W:',;=' r'm~ finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. and is guaranteed for fIVe full years. Standard colors include bronze. black platinum plus, bull, white, green, and graphite. : ~<:::> : __ I -, ,u~-'~'l ,.~-:; 8" The accent band is available in bronze, black platinum plus, buff, whtte, pI ,\ J .' ~~~ J; \ :: J green, and graphite. ", ,u I ; '::-:':::": HoUSing----..: ---~ 14R PHOTOMETRICS ' Please visit our web site at www.lsi-industries.com for Y Globe --.J detailed photometric data. c@us llSTED BACK VIEW MOUNTING DETAIL wet location TYPICAL APPLICATION Housing 112" Conduit EnlrJ Ballast Housing 1W Mounting Holes Typical (2) ProjcnNarne I Fix1tJ!'eType , Calclog# , CASCADE " LUMINAIRE OROERING INFORMATION Lumlnalfe Lamp line Lummalre Color PreflK Watla e -- Light Source VoIla e FInish' Band CASB - Solid 50 MH - Metal Halide 120V SRZ ~ Brome SRZ - Bronze Accent Band 70 50, 70, 100 Watt 277V BLK - Black BLK - Black 100 HPS - High Pressure Sodium PLP - Platinum Plus PlP - Platinum Plus 50,70,100 Watt BUF - Buff BUF - Buff :1.; WHT - White WHT - White GRN - Green GRN - Green GPT . Graphite GPT . Graphite CASB 70 MH 120V BRZ BUF EXAMPLE OF A TYPICAL ORDER " I 1- 120V and 277V Standard - Consult factory for availability of other voltages. 2- Refers to housing I e Project Name I fixture Type IICatJ!og# I NCORE@ FOCUS - DOUBLE OR SINGLE DECK APPLICATIONS @ HOUSING - Die-cast, one-piece aluminum ensures durable, weather-tight construction. Two threaded conduit openings allow through wiring. ODOR FRAME/DOOR FASTENER - Features an integral hinged, die-castaluminum door w~h a powder coat finish. Door frame closes and locks with stainless steel spring catch. INSTALLATION - One-person Installation. No additional sealant required. OPTICAL ASSEMBLY - The optical assembly directs light specifically to the areas you wish to light It can be adjusted vertically plus or minus 6 degrees and horizontally 350 degrees to allow for proper aiming. LIGHT SOURCES - Metal Halide PAR lamp, BAllASTS - High-power factor lype HX-HPF ballast is designed for -20 degree F operation. Electrical components are serviceable from below. Shown with Optional Internal Louver FINISH - Standard colors are white or bronze powder coat finish. Each fixture is finished with Protected by the toll"",ng patents: LSl's DuraGrip' polyester powder coat finishing process. The DuraGrip finish withstands 0482,480 5,662,407 6,059,422 6,224,233 extreme weather changes without crncking or peeling, and is guarnnteed for five full years. Patentado 199,294 Ck22760Tl CA2381049 WARRANTY - The Encore carries a comprehensive 5-year warrnnly on all parts, finish, and Pal Pand. workmanship and electrical components (excluding lamp). PHOTOMETRICS - For detailed photomelric data, contact LSI Petroleum Lighting Sales. DIMENSIONS 11.9/16" c@us 15-3W USTED wet location 1.1/2" ,,3M" CANOPY HEIGHT A 15-tfl" ItlYP. 1-12" ------I l HEIGHT NOTE: Encore cannot be 4'l'T'? mounted in a single skin canopy with 12" deck pans. LAMP LAYOUT FOR 25' FLOOD A B H0Rt20NTAL DISTANCE FROM CENTER VEilTlCAl OF DISPENSER TO CENTER OF FIXTURE Deck requires 12' opening HEIGHT OF with 2" radillscomers. CANOPy 4'8" 5'4" 6' 6"a' 7'4' ,. B'S' 9'4' 10' 16 .6 ~ ., N N N N .. .. 151./2' ~ ~ N N N N .6 .. 15 ~ ~ N N N N .6 .. 14112" ~ ~ N N N .6 .6 14' ~ ~ N N N .6 .6 ProjeetName I Fixture Type I Catalog' I -- -------- . ENCORE@ FOCUS - DOUBLE OR SINGLE DECK APPLICATIONS LUMINAIRE ORDERING INFORMATION lumlnaue lamp LlghlSource Lens line lummalre - PrefiX Distribution Wattage Vollage Finish EC SP 100 P38MH . PAR 38 Metal Halide FO-Focus MT - MultHap1 WHT - White Spot 100 Watt IT'Tn'T\'f,' BRZ . Bronze 220'0'-50 z _J:. EXAMPLE OF A TYPICAL ORDER SP 100 P38MH FO MT WHT to 0 IL-Intemallouver FOOTNOTES. 1- MT - Multi Tap Is shipped standard unless otherwise specified, Multi Tap consists of 120V, 20BV, 240V, and 277V, Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wirlno_ 2- TIi-Tap is shipped standard for C.UL application. Tri.Tap consists of 120V, 277V, and 347V. TrHap is pre-wired for 347V. Alternate voltages will require field re-wiring. ACCESSORY ORDERING INFGRMATIGN IAcceSSOlles al€ field Instal'ed) Denrlption Order Numner TCKEC - Thin Canopy Kit tor Encore 176008 OOM. OGUBLE DECK MOUNTING BRACKET (DROER NUM8ER 174806) SDRp. SINGLE OECK RETROFIT PANEL (GROER NUM8ER lB0292) e UPTURNED W\5UPPORT ~ROOF P, FlANGE REHOLES CANOPY DECK RED GASKET BEl'VVEEN rANaAND MClUNT DECK CEIUNG BRACKET 174806 SORP - Single deck decorative retrofit panel facilitates conversions from 2x2 surface mounted fixture to Encore. DDM. For use in covered areas (i.e. water proof Plenum~ where ceiling material will not support the fixture or access is not avai ble from above to OORMp. OOU8LE DECK RETROFIT MOUNTING PANEL (GROER NUMBER 177825) utilize standard locking ring. ~ROOf UPTURNED DECORATM PANEL FlANGE 177825 ODRMP - Decorative re1roli! panel is ior use on double deck canopies only. Panei will strudurally SUpport the Encore while covering an opening up to 600mm by 600mm. For use in covered areas only (Le water prooi plenum). e Project Name I FixtureType I Catalog # I -- () SJ s::: ;;0 o ~ m i "' :!O ...... mil c' ~ ,..'", m "1 P Ul.Jl r en :r i:f a-ijl 0' C' ;) ~g ~ ~ ~:t ~.~~ g:>"U1-i i ~Z--< ~ OI>J-i i 0~c)O~ ~j~ ~~ ~~o n6~l l ~Qi l &~l 1 ~2~g- ~a ~~ n~c ~:>"~~ ~ e~ ~ ; e~B~~ o~~ gill o2.~ g,~gv J! ",iS1 II ~C'~ ti 3<.o3nl ....gr "':I ;:1-'0.. ...., 0 ;:.: :>..,,,, -, oOli... ;:.: 3<03'.... ;0" il: ~::T 0..[..... lll",;l ~ e~.... if .gas: ;:; gP~g,21 Oor'l .....~ ~/ll[ ~~~ ~O~ ~~~ -~""';l ~~z a o~..... c....... '" c: 0 ...."'l;IlJI ro fJ""'tIlf Bit OJ <:T- ~o~ <'lI~g ~!b ,~~ g~a~g, ~...~ eR g~J ~(;ll!l ~~~ ~_og; ~l!:~g.;: j,Q1?~ !!!,a. 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Z'O-o lN€'<:r9. ......\::: Q[;l;oilj ''''~h ~ g I', f;; ~"~~ (Iii ~Q,'" :;; C) ~ " -lIo~eg[ ~~ lll"'1 I:j glTl Ira! - ~ l5 z!!l z l!l-~""~lj' ~ ~ ~ ~ 0 ~ :> 0 0'; ~ g z i~g~.. ~~d ~ _3 ~ [ .... i , mlt. '"' ~ "!l - !2 E -0" '" 0... ~ oi.... i * -+ '" ~ g ":~ 0 '"' ~ 0 Q.[~:ro :I: m ""''00", '" ~ '" ~ ~ -<m ~ ",0 ~C- m IV' ~ 08 , ..,~ IV~ a ",.. g :I: c "'m '" z -<!' "'~ - ------ -------- . Planning Commission Meeting Jnne 1,2005 Attachment 4a - 3 e IIDLiJ .~ TI:jI[:, l:::~~~ .. .. J!:!....:::.. :.:=::~ <. :..'.IT:I e . e ~-:arJ1?JS~=~~~-==: ,,'~ - ~_=:_~:'::n~-~"~~ __.< ~'-":~~~ __ ---,~---- _o~.~__~_._ __=_=-_~_-=_-:~_'~'~o-':::~-:]I=~~~~~~~~-==:jrJL____~,_ ,.__.." ~_..~~~~ ,0 -~:-_~_J:~- --''''-,- ---,---',.'--- .-~-",,-~ ~.._'.> e , \ . - -- EXPANSlON JOINT IF MEETING A EXISTING CONCRETE SLAB WIDTH VAR1[S (22' MIN.) (32' MAX) EXPANSION JOINT SAWED JOINT 4' BOULEVARD CURB CENTERED ON (1'l'P.) BACK '- DRIVEWAY '" }' ~ CURB FACE GUTTER A CURB & GUTTER l'L&! o"'m'l~~' . " " ," .~r I , . , , , 11 "," . STANDARD GUTtER L CURB BACK THICKNESS NOTE: END Of APRON TO BE LEVEL WITH TOP OF CURB ~---- --'-.~- ".q--..-~- .----~- -_.~_...- _.~- "---'~-'- --"~...- .- ~.~. TYPICAL COMMERCIAL APRON L I APRON DETAIL e ~ URS Hf~~~er (iqu.re 7OOThirdSu....1South MI"neOI",iS. MN 05$.1$ ~~HILLS (j'2.370.0100Tel 0'2,310.'378 F~~ . , e e l " ~~'...-~ -~=_. -, '< -=- ----~'---' --...- ._-,. _"'U ? ::1:. ::-" -" -~ - -~=.- - - --~_._~~ --..- ..~. "'''-' <11 e , ~ . . Planning Commission Meeting June 1, 2005 Attachment 4a - 4 e ..IL __,_. .__... ,~i. ~~~_~ ::.__~~ ~:::'-::'::::::.:::-~:::~:~::_:,::_::r:L::~_.~._~:~I1L...U__~~~,T' L." -': -_'-IIm.II e ----...--.--...-.-.-.-- . ~ . . e , -- .~..~- -_.~-~- - - ~:_:~. :~:.~,.- ,..<... -=. - ":T --~:"1 .~--- ._~~- J ._'_'",C ..,,_.--- _.n'__._ -. . """0"- _._._._'""~---- - . --- e l Page I of 1 , . . . . Hellegers, Peter From: Dcnmayndice@cs.com Sent: Wednesday, February 02, 2005 10: 17 AM To: peter.hellegers@ci.arden-hills.mn.us Subject: Project PC#05-04 Me. Hellegers: My name is Bob May, 1871 Todd Drive, Arden Hills, 651-330-6188. Unfortunately t will be unable to attend the hearing tonight on project pc#05-04 but wish to make known my concerns. If a service station/convenience store/car wash is built at the location indicated on the map, it will be directly across highway 96 from my home in Arden Manor mobile home park. I am very concerned about the lights and noise eminating from such a business, Is there any discussion to erect a sound barrier on the north side of highway 96 from 1- 35W to highway 10 (or at least to the entrance into Arden Manor)? Also, would access to the facility be directly from highway 96 or from Round Lake Blvd.. which would then funnel onto highway 96 at the traffic light? Thank you for giving me the opportunity to express my thoughts, e I1.i!l.1:"C'-. .. . ~_~~_-_~oT _ _~_~~,~._____ _ _ __~_~ --~---:-_"" _ -~_"==:-:~~:-::: -":::,:::= -===:::::.=_'-- "n :==~_ ___:~::~:=::.::.:~::=. ~.~o:~-:~-:I.::=~'------ :--:' _ ,__~~__~._~~,__-~~:~:_:-~~:~___ - -.--:..1 e 2/2/2005 r [~'1~T~l SUPERIOR FORO PARTS U~jM "l DJrect: 763- 519-6500 . Fax: 763,519-6505 www.Superjorford.com [ILLS 4:kJ/ O~!S LtilH~ . . IUllISSlon Ilg Notice** ~/~ WILLIAM E STUART Fleer & COy't Sales Area of the Subject SUPERIOR FORD INC 9700 56th Ave No .?J .~C& ::;0 Plymouth, MN 55442 /-&J~ (763) 559-9111 - Oftlce 'roject PC#05-13 (763) 519-6349 - Direct Phone line (763) 519-6336 . Fax ... nfo*: Holiday Statij Sales Consultant Legend / 4567 Amerii /If.-R Bloomington .. -------- r ,,'''' '~~" t ,,~ ." h .' :"'\'""'~-:.-;:>,:_::'~:';) ->. ,. ',~ (!c/'-" .. ; requested a public hearing for review of a /~ evelopment (PUD) and Plat to allow for a I with convenience style retail sales and a /i>7~ luthwest corner of Round lake Road and 1 and west of Round lake Road, to the east 3Y 96. 3ble for review at the Arden Hills City Hall, at 112 --- --. --------- .Iative thereto are on file and available for -_.. ~-~ . -."-'-~",~',~'~~=~-~"~~'~="~.~~._~'-~- -~._-_.,~~- -'~'=~=~'-~".~"-~~-" , -- -- - Hignway tro, r\H.I'Vt.. n.._, A location map of the subject property is located on the back of this notice. -" .---- -~-_._- Questions/Comments: You may attend the hearing OR Contact Peter Hellegers, City Planner by: Mail: 1245 W Hwy 96, Arden Hills, MN 55112 ~./'" Phone: 651.634.5134 . ......--h Fax: 651.634.5137 CIJ:JJ Email: peter. helleqers@ci.arden-hills.mn.us 'Please reference the project information on all correspondence. '- -~_.- -- -. RECE!"'"':r\ I , , MAY 2 4 2005 CITY OF ARDEN HILLS www.ci.arden-hills.mn.us I ~ --.------ ,...-.-..-- - I ~- , . " ~ , e ~HlLLS MEMORANDUM DATE: June I, 2005 PC Agenda Item 4.B TO: Planning Commission FROM: Peter Hellegers, City Planner st.-- SUBJECT: PC #05-12; Royal Oaks Realty, Inc. Master and Final Plan PUD and Preliminary Plat for the Old City Hall / PW site 1440-1450 W. Highway 96 "Arden Hills Office Park" Requested Action Consider the requested Master and Final PUD and Preliminary Plat for the redevelopment of the old City Hall / Public Works property as a 7 building, 30 unit, office condominium complex. Backl!round Surrounding Area . North Public and Institutional CC: Civic Center Public & Institutional South Medium Density Residential Single Family Attached Residential East Neighborhood Business NB: Neighborhood Business Neighborhood Commercial West Low Density Residential R -I: Single Family Residential Single Family Detached Residential Site Data Neighborhood Business Vacant (forrner City Hall / Public Works garage) R-I: Single Family Residential (west half[ City Council to consider rezoning this area on 5/31/05]) / NB: Neighborhood Business east half) Subject Property excluding Hwy 96 ROW: 6.83 acres (297,752 square feet) 0.25 (0.27?) Slopes from west/southwest down to the east/northeast Master and Final Planned Unit Development and Preliminarv Plat . \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park. Royal Oaks Realty - PUD, Preliminary Plat fOT Old City Hall & PW Site (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 1 of 18 ... , , , The applicant has requested that the Planning Commission review two actions for fhis property e which are (listed in the order that they will be reviewed): . Master and Final Planned Unit Development (PUD) / Special Use Permit . Preliminary Plat Overview The applicant has proposed redeveloping the old City Hall / Public Works garage property into a 7 building, 30 unit office condominium complex. The property would utilize fhe existing driveway approach from Highway 96 and an existing access easement to Hamline Avenue. The plans show the 5 westernmost buildings (and units 1-19) as I-story and 2-story units with slab on grade construction. The remaining 2 buildings (units 20-30) would be I and 2-story walkouts which appear to be two stories from fhe front of the building, and the exposed basement makes the buildings appear to be 3 stories from the rear, Since the grade slopes downward to fhe northeast portion of the site, units 20-25 would have their front facing fhe west and the rear (with walkout basements) facing the east. Units 26-30 would face to the soufh and have their rear with walkout basements facing the water retention pond and Highway 96. The exteriors of the buildings would be predominantly brick (on all four sides of the buildings, as per NB regulations), stucco on the upper gable roof ends, and wood pillars and columns, Roofmaterials are proposed as fiberglass shingles. The application also states that earth tone colors will be used (in the development). The applicant indieated fhe following proposed timeline for development: . Summer 2005 - Begin grading, installing utilities, and construction of storm water improvements. Begin construction on 3 buildings/16 units (presumably units 15-30) Winter 2005/ Spring 2006 Thc 3 buildings/16 units should be ready for occupancy Summer 2006 - Begin cOllftruction on the remaining 4 buildingsll4 units (presumably units 1-14) (Winter 2006/ Spring 20017) - (Assuming occupancy for units 1-14? This is not stated in application) Master and Final PUD A Planned Unit Development (PUD) would be necessary for this proposal because it contemplates developing six pieces of property (subsequently consolidated into two tax parcels) in a unified manner as 30 office condominiums with common area. In addition, the Neighborhood Business District section states that proposals should be presented in fhe spirit and intent of fhe Planned Unit Development provision of the Zoning Ordinance. The Planned Unit \\Earth\Planning\Planning Cases\2005\05-J2 Arden Hills Office Park + Royal Oaks Realty - PUD, Preliminary Plat fOf Old City Hall & PW Site . (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 2 of 18 < '- Development (PUD) process allows flexibility in reviewing the setbacks, layout, design, and . other aspects of development; to allow a development is in the best interest of both the applicant and the City. The applicant has requested additional signage area, use of a huilding material which is not included in the NB District building materials, and reduced parking setbacks along the northern portion of the site. The applicant has also proposed the following features to offset some of the aforementioned deficiencies: a monument style freestanding sign, superior building materials and design for the use, and a landscaping plan with caliper inches of trees greatly exceeding the requirements. Preliminary Plat The proposed plat would create would create 31 lots; one for each office condominium and one lot as the common area for the entire development. The common lot, Lot 31, would contain all of the parking, green spaces, access drives, trash enclosures, wetlands, storm water facilities, and most of the landscaping. Lots I through 30 would include the office condominium uses and a ten foot clear spaee around all exterior walls, In addition the plat calls for vacating a pedestrian way in the middle of the property where no trail or walkway was ever built, and dedicates a 20- foot wide area at the west side of the property to relocate the existing City trail. Review of a Preliminary Plat encompasses many of the eriteria which will already be covered by review of the other three actions requested, however they also have a slightly longer review . period. Therefore staff has included a separate Preliminary Plat review section (after the Plan Review Comments) which will cover items that were not previously discussed. Plan Review lA. Zoning - NB regulations call for developments to be reviewed in spirit and intent of the Planned Unit Development process. Lot Size This proposal would require a preliminary plat. The mtlllmum lot size for a single development in the NB district is 13,000 square feet with minimum lot dimensions of 100 feet by 130 feet. The proposed development totals about 297,752 square feet with a lot depth of277.66 feet and a lot width of 1072.90 feet. Building Setbacks Following is a comparison of the eXlstmg and proposed setbacks as compared with the setback standards established hy the Zoning Ordinance. . \\Earth\Planning\PJanning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Pla1 for Old City llall & PW Site (PENDJNG)\06~Ol-04 PC Report Royal Oaks 05-12.doc Page 3 of 18 > . , Front Yard 20' 62' (unit 25) Rear Yard 20' *30' . Side Yard Interior 5115' **30' *NB regulations require buffer yards of 30 feet where development lS proposed adjacent to residential areas. **The dedication of the pedestrian way at the west side of the property provides legal status for the City trail in this location (the existing trail is proposed to be straightened out and relocated slightly to the west), While having this pedestrian way dedicated is a desirable feature, it essentially shrinks the setback for the building housing units 1-3 from 30 feet to 10 feet. Use The use of the property is proposed as office condominiums. Offiee is a permitted use in the Neighborhood Business Zoning District. Other permitted uses include: clinics not to exceed 3,000 gross square feet; financial institutions and services not to exceed 5,000 square feet (and only those that do not have a drive-thru facility nor an outdoor or detached automated kiosk); Wld certain types of retail sales and services, not to exceed 3,000 square feet, and including only the following: antiques, art and school supplies, bakeries, bicycles (not motorized), books, stationery, candy, camera and photographic supplies, carpets and rugs, china and glassware, clothing and costume rental, convenience store, custom dressmaking, drugs, dry goods, florist, garden supplies (year-round operation only), gifts, grocery, hardware, hats, hobby shops, household appliance repair, interior decorating (no retail . furniture sales), jewelry, locksmith shops, musical instruments, paint and wallpaper, shoes, sporting goods, tobacco, toys, and wearing apparel, and similar type uses. Special uses include restaurants not to exceed 3,000 gross square feet (exterior seating will be considered based on its impact to adjacent residential uses outside of the neighborhood business district) and dwelling units as part of a mixed use development including non- residential structures. Automobile related businesses, liquor stores, and restaurants, exceeding 40 percent in gross liquor receipts of the total food and liquor reeeipts, would are prohibited in the Neighborhood Business District. Consideration for special uses would require that the applicant return to the Planning Commission and City CounciJ for review of a special use permit/amendment to the PUD. This process would involve a similar public hearing process to the one used for this planning case. Consideration for any prohibited uses could only be considered through a Zoning Ordinance Text Amendment, which again would require a similar public hearing process, While currently the use of the site has only been proposed as "office condominiums", it is important that the Planning Commission specify their expectations for current and future use of the site Ihrough conditions in the Planned Unit Development document. rffor example the Planning Commission did not want a relail use, which is otherwise permitted in the NB district, a condition should be added to the PUD document. Another way to address this \\Earth\Plannil1g\Pl:mning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminmy PlaL for Old City Hall & P\V Site . (PENDING)\06-01-04 PC Report Royal Oaks 05-] 2.doc Page 4 of 18 , , issue would be to state that no more than a certain percent of the development could be retail, . clinic, 0'- finaneial institution. Ifno such language is included in the PUD document, then it is possible that subsequent users of the "office condominium" spaces could utilize the space consistent with those uses listed as permitted uses in thc NB district. To clarify, the applieant has only proposed office condominiums for the site. Use of the office condominiums is assumed to be one user per space. However it is possible that individual owners would attempt to sublease part of their space to another user. If the desire of the Planning Commission is to maintain the units as one user per unit, then a condition should be added to the PUD document to that effect. 2A. Building Area I Floor Area Ratio - Meets requirements The Floor Area Ratio (FAR) measures the total square feet of building area relative to the lot size. The floor area ratio requirement for the NB District is .70. The proposal shows a floor area ratio of .26 for the development 70 % Max 26% . 3A. Lot Covered by Structure - Meets requirements The lot coverage by structure measures the amount of the subject property covered by building footprint (both principal and accessory buildings). The lot coverage requirement for the NB district is 35 percent. The proposal shows lot coverage of 15,6 percent. (Square Feet) (%) (Square Feet) (%) 104,213 35 % Max 46,569 15.6 % 4A. Landscape Lot Area I Landscaping - Does not meet landscape area requirement; meets minimum total caliper inch landscaping requirement; meets buffer yard requirements; recommend modifications to buffer yard landscaping to include more coniferous. The landscape lot area of a property may consist of: naturally vegetated areas, wetlands or ponding areas, planting beds, ground cover and mulch areas, decorative walkways (not to . \\EarthWlanning\Planning Cases\2005\05-] 2 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 5 of 18 , j exceed 15% of the required landscape lot area), and outdoor recreation areas. The inverse of the landscape lot area also determines the amount of hard surface area a property may have . (i.e, 35% landscape lot area = 65% hard surface area). One ess~ntial point for calculating landscape lot area comes from Zoning Section 6Elc which states: "Areas less than ten (J 0) feet in width, or isolated and less than five hundred (500) square feet in size, shall not be included in landscape area requirements." Based on this regulation, small areas by the front doors of the office units and the isolated parking islands cannot be calculated into the overall landscape lot area. Landscape Lot Area II (Square (%) (Square Feet) Feet) 104,213 35 % Min 99,370 *33% *The applicant states that the amount of landscape lot area is approximately 40%; staffs calculations (taking into account Section 6Elc) indicate that the number is closer to 33%, or about 5,000 square feet below the requirement. Minimum Landscaping Requirements Under the City's landscape plan design requirements 237.50 caliper inehes of trees are . required (the minimum total caliper inches required for trees can be arrived at by dividing the gross square footage of all floors of the building (76,000 by 320) for this case. Since this is a Neighborhood Business area, the special requirements call for additional landscaping of 3 caliper inehes per 40 feet of public street frontage (3 x 26,82 [1072.90/40]) which turns out to be 80,47 caliper inches. The total required caliper inches of trees per these minimum landscaping requirements is 317.97 caliper inches, The applicant has proposed 375.5-433 caliper inches of deciduous and ornamental trees and 132.5 caliper inches of coniferous trees on the site. The result is 508-565.5 total caliper inches of new trees, which meets the requirement per the minimum landscaping requirements, It should be noted that 232.5 to 249 caliper inches of the landscaping is proposed for the area south of the Highway 96 trail in Ramsey County right of way. A condition should be included in the PUD document that the applicant shall require Ramsey County approve for planting in the right of way area. In addition, the condition should also require the applicant to replace this landscaping should it fail or be removed for any reason subject to approval of Ramsey County. The applicant has also proposed to preserve seven (7) existing trees which would equal 100 caliper inches, The preserved trees are fairly substantial and include: two 11 inch diameter Pines, one 10 inch diameter Pine, one 14 inch diameter Basswood, one 16 inch diameter Basswood, one 18 inch diameter Ash, one 15 inch diameter Ash, and one 5 inch diameter Spruce, The grand total of trees not in the buffer area is 603-660.5 total caliper inches (one 5 \\Farth\Planning\Planning Cascs\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Pial for Old City Hall & PW Site . (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 6 of 18 , ineh diameter spruce is not included in the table below as it is located within the 30' buffer . yard). The caliper inches of trees proposed are compared to the caliper inches of trees required per the City of Arden Hills Landscaping Plan standards on table below. Caliper Inches of Trees (required / proposed) 1-2 Stories 50 % (158.99) 30 % (95,39) 20 % (63.59) Proposed # of (240-285.5) (140-160) (203-215) Caliper Inches '.".,t"ll'"'''' eUI1*,.It~.I11..!m . **The coniferous trees are listed under the 2-3" caliper category (6' tree heightl2.4 = 2.5 c-i.) Buffer Yards (Special Requirement of the Neighborhood Business District) In addition to the Minimum Landscaping Requirements the Neighborhood Business District also requires buffer yards. Following is language from Section 5, H, 5, b of the Zoning Ordinance: . "Buffer yards 30 feet in width shall be provided adjacent to all residential uses outside the neighborhood business district. The buffer yard shall be landscaped with a combination of evergreen trees (six-foot high minimum) and deciduous trees (three-inch caliper minimum) such that the use is effectively screened from the adjacent residences. The buffer yard landscaping shall not be included into the minimum landscaping calculation (Section A, 5, A). " Based on this language additional landscaping material and green space should be provided to effectively screenlbuffer adjacent residential properties from the development The residential properties here are to the south and to the west. The applicant has proposed landscaping of 337.5-368.5 caliper inches oflandscaping in the 30-foot buffer yard areas. These amounts could not be included in the table above. Staff would recommend a condition in the PUD document to modify the landscaping in the 30- foot buffer along the west property line from the current design of solely deciduous and ornamental trees (Spring Snow Crabapples and Amur Maples), to include coniferous trees. This will provide better year-round screening for the properties to the west. In addition, staff would recommend that the Colorado Spruce and American Linden trees to the southeast of unit #20 (south of the trash enclosure) be switched around to create a larger grouping of the Spruce, This should prevent the headlight glare from southbound traffic from becoming a nuisance for the residential properties to the south. . \\Earth\Planning\Planning Cases\2005\05-12 Arden Ihlls Office Park - Royal Oaks Realty PUD, Preliminary Plat for Old City Hall & PW Site {PENDING)\06-01 -04 PC Rep0l1 Royal Oaks OS-12.doc Page 7 of 18 , , 6A. Sign age - Clarification needed On wall signage, clarification needed on freestanding sign lighting; meets all other sign requirements. . The plans do not indicate locations of signage for the property. Sign age for the property as permitted by the Sign Ordinance would include the following: Sign age Type of Sign Sign District 8 Regulations Proposed Wall Silmal!e Max Area 30 sf *#30 sf Max Height 14 ft - Lightinl! Not permitted #ExternallUnspecified Freestanding Signage Max Area 60 sf **50 sf Max Height 8ft 6ft (sign and support) Lighting ExtemaVIntemal ***InternaIlBacklit? Auxiliarv Sign age Wall 6 sf Insufficient data Freestanding 6 sf Insufficient data Max Height Wall 6ft 1-2 ft (of Sign Face) Freestandinl! 6ft 3,5 ft * Sectiou 333.9 of the Sign Ordinance: "In multi-tenant buildings or sites the permitted sign area and sign types, except for permitted freestanding signs, may be installed by each individual business establishment that has exclusive use of some portion of the street or otherwise primary level of the building and direct access to the outside. .. - All 30 units conld have 30 sf of unlit wall signage. . "The applicant's letter states that they are requesting a sign of ]20 square feet which is the total sign mass. The 50 square feet shown above is the area of the sign face, which is what this provision regulates_ ***The plans show PIN mounted letters on a metal panel. The assumption is that these are illuminated channel letters which would be permitted. The sign ordinance does not allow the face of the sign to he backlit in this sign district. #The application is confusing in that it shows Ihe "Typical Address Sign and Light" (sheet A2.2) and also include areas on Ihe walls for "Optional Siguage" (on both sheets A2.] and A2.2). It appears that every unit would have the externally illuminate "Address Sign and Light" and unit owners could purchase the "Optional Signage." While it appears that a unit owner could have both signs and still meet our sign size criteria (total would be about 21 sf), the tolal amount of signage on the building could be 126 sf (on the 6 unit building). Staff recommends a condition in the POO document establishing a comprehensive sign plan for the development (as part of or an addendum to the PUD document) which would place restrictions on the location and design of signage. 7A. AestheticslBuilding Materials ~ Main building material meets requirement, secondary/trim materials are not included as permitted exterior materials, The site layout includes four buildings with 1 and 2-story units slab on grade, The remaining 3 buildings would be 1 and 2-story walkouts. The overall design offhe buildings is supposed to give the impression of a residential townhouse development. Dormers are used above the 1- story units to give the impression of a second floor. The 2-story units include fhe gables where actual windows would bring light into the office condominiums. \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, PrcliminalY Plat for Old City Hall & PW Site . (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 8 of 18 -------- ------------ , The two easternmost buildings would include the walkout units. The building containing units . 20-25 would face the west with the exposed walkout hasement side to the east. The building containing units 26-30 would face the south with the exposed walkout side facing Highway 96 to the north. These buildings contain both I and 2-story walkout units; however the 2-story units are never the end units. Therefore, when looking from the south or east the view would be of a I-story walkout unit, The closest 2-story walkout unit to the south property line is unit #22 which is 135 feet (unit to townhouse building) from the closest townhouse to the south. The closest 2-story walkout unit to the east property line is unit #29 which is 85 feet away from the day care center building. The closest I-story units to the property lines are setback 30 feet consistent with the NB district requirements. All of the units would meet the 35-foot height requirement. The primary building materials include brick, stucco, and glass. The trim is a composite material painted "Manchester Tan". The decorative columns are fiberglass painted to match the trim. The roof is a "Georgetown Grey" asphalt shingle. Aluminum is used for the soffits and gutters (painted to match the trim), and a small precast concrete band (color Anchor Block: Sahara) is used for the silL The building materials are consistent on all four sides of the buildings with the brick extending to just above the doors and windows, just below the roof line. The gables are proposed to be stucco. Stucco, composite, and fiberglass are not listed as permitted exterior materials in the Neighborhood Business district; however these materials are used as the secondary material or trim materiaL The main building material is brick which is a permitted building materiaL . SA. Height of Buildings - Meets requirements. The exterior of the buildings are shown on the exterior elevations (sheet A2.1 and A2.2 in the applicant's submitted plans). The height of the buildings appear to be 26 feet or less along most faces of the building, 33 feet along the walkout faces of the buildings. Proposed Buildings and Building Additions ~ * Building height is defIned in Zoning Section 2, D, 21 as: The vertical distance from the average elevation of the grade along a face of a building to the highesl point of the roof surface of flat roofs, the deck line of mansard roofs, or the average height between the eaves and the highest ridge of gable, hip, or gambrel roofs. The height of a stepped or terraced building shall be the height of the tallest segmenl of the building. 9A. Parkiug / Parking Setbacks - Meets requirement Applicable parking standards include the following: . \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park" Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PEN DlNG )\06-0] -04 PC Report Royal Oaks 05-12 .doc Page 9 of 18 ------ Business I Professional Office: 1 spaee for eaeh 250 sq. feet of gross floor area Assuming 76,000 square feet of office space the parking standards would call for 304 . parking spaces (applicant's plans state City requirement is 298.6). The applicant has proposed 306 parking spaees including 15 ADA spaces (8 ADA spaces would be required). As noted in the numher 4A of this report, the development does not appear to meet the landscape lot area requirement. One way to address the defieiency is to remove some of the impervious parking areas. Staff has identified three areas that could be removed which would allow the development to meet the landscape lot area requirement. However, turning these areas over to landscape lot area would eliminate 15 parking spaces. Minimum parking setbacks are five (5) feet from adjacent side and rear property lines and twenty (20) feet from the right-of-way line of any public street. The applicant's proposal contemplates parking setbacks of 18 feet from the east, 20 feet from the south (the access drive to Hamline gets as close as 5 feet from the south property line), and 16.1 feet to the Ramsey County right of way, The 3.9 foot parking sethack deficiency to the north should have little impact on any other property owners, In addition, there is approximately another 45 feet of boulevard between the applicant's north property line and the south curb line of Highway 96, lOA. Traffic, Access, and Circulation - Meets requirement . The City Engineer and the County Engineer have reviewed the applicant's plans and traffic study, The County Engineer has indicated that traffic generated by the development will not measurably impact existing traffic operations, The traffic study that was submitted indicates that development would generate and average of 868 daily trips with approximately 118 trips in during the peak A.M, hours and 15 trips out. During the peak P.M, hours, the traffic study indicates approximately 16 trips in and 98 trips out. At the April 19, 2005 neighborhood meeting for Planning Case #05-12, several residents raised concerns about the traffic to be generated by the development and in particular the impact at Hamline A venue and also at Keithson Drive. The traffic study shows that large majority of traffic on Hamline during the peak A.M. hours is headed southbound. The year 2007 build and no-build forecasts show a difference of 20 more trips southbound on Harnline and into the development and 40 more trips northbound and into the development. During the peak P.M, hours when traffic is headed northbound, the 2007 forecasts show 30 more left turns onto northbound Harnline to turn onto westbound Highway 96. This change should not impact the traffic on Hamline Avenue; it would be felt most by the traffic from the development. The alternative to this turning movement would be to exit from the Highway 96 access onto eastbound Highway 96 and make a U- \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site . (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 10 of 18 -- - --- ------------ , , turn onto westbound Highway 96 at fhe pro teet left turn at Hamline, This is a turning . movement the Ramsey County Traffic Engineer is comfortable wifh. Traffic at Keithson should not be impacted much at all. While it is possible that westbound traffic may attempt to make a V-turn at Keithson to reach the Highway 96 access for fhe development, the majority of westbound traffic would makc a left turn at Harnline Avenue and then fhe right turn into the development. The traffic study indicates that there will be approximately 20 more of these turning movements under the 2007 build scenano, Should westbound traffic attempt to make fhe V-turn at Keithson, the County Traffic Engineer indicated that there is sufficient roadway widfh and the sightlines (Keithson is at fhe crest of the hill) are good. A copy of the traffic study has been included in the attachments for your review. One additional aecess item is fhe provision of sidewalks/walkways. Currently, there are walkways which connect some of fhe huildings but there are no connections to the City trail to the west of the Highway 96 trail to the north. A condition should be added to the PUD document requiring a revised plan for review and approval by the City Planner and City Engineer with connections to these trails and connections throughout the interior of the development prior to the issuance of building permits. Bike racks have been provided in four locations near the fronts of the buildings, making the site viable for bicycle access as per the requirements offhe NB district. . llA. Screening - Meets requirement for dumpster enclosures; see landscaping (4A) for landscape/screening recommendations; add condition relative to mechanical operation equipment. Screening (as stated in section 5A, buffer yards) is required to be a minimum of60% opacity between this property and the neighboring residential properties to the north. In addition mechanical equipment is required to be screened from view and dumpsters are required to be placed within dumpster enclosures. The dumpster enclosures are proposed wifh a brick veneer to match the buildings and an asphalt shingle roof to match the buildings. A stained Cedar gate would provide access to the dumpsters. Mechanical operation equipment is not shown on the plans. All such equipment shall be required to be screened from view consistent with fhe City's Zoning Ordinance, A condition should be added to the PUD document reinforcing this requirement. See Section 4A for recommendations relative to landscaping screening. 12A. Lightiug - Does not meet foot candle illuminate requirements General requirements for lighting state that the source of lighting shall he concealed or . \\Earth\Planning\Planning Cases\1005\05- I 2 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PENDING)\06-01-04 PC Report Royal Oaks 05-12.doc Page 11 of 18 ------------- , , hooded and also that lights shall not east light exceeding a meter reading of 1.0 foot . candle on the travel lanes of adjoining public streets or 0.4 foot candles on adjoining residential property. Neighborhood Business District requirements state that parking lot lighting poles shall not be taller than 14 feet. Lighting shall not wash the building except for accent lighting to delineate the main entry to the building. Parking lot lighting is now proposed as l2-foot poles on a 2-foot base. The lighting plan shows lighting levels in excess of the City requirement of 0.4 foot candles along the south property line. The parking lot lights directly west of unit #20 and along the aceess road from Harnline A venue should have shields added to reduce the lighting levels to meet City regulations. Additionally, all lighting sources are required to he concealed. The elevation plans show an address sign with a light above it outside eaeh of the unit entryways. These lighting fixtures should be included in the photometric plans so that the overall lighting levels can be determined. A condition should be added to the PUD document that lighting cut sheets and revised photometric plans shall be submitted to the City Planner for review and approval prior to the issuance of building permits. 13A. Grading, Drainage, and Utilities - Revised plans required as per comments of City Engineer regarding Grading, Drainage, and Utilities. . The City Engineer has made several reeommendations relative to grading, drainage, and utilities which are included in the Plan Review Comments section. The pond at the northeast eorner of the site could be a hazard to people using the trail on Highway 96 if they lost control of their bicycle. A decorative fence (like the wrought iron fence at the CSM property located at Cummings Park Drive and Lexington) should eliminate the possibility of a pedestrian accidentally falling into the pond, A eondition to this effect should be added to the PUD document. The applicant would also be required to obtain the necessary permits from the Rice Creek Watershed District in regard to drainage, erosion control, and stormwater. 14A. Plan Review Comments - Plan review comments received from the City Engineer, City Planner, Operations and Maintenance Department, City Building Official, Lake Johanna Fire Department. and Ramsey County a. Thc hydrant that is in fTont of Unit 15 should be moved NE of Unit 12. b. There is a possible need to add a hydrant near the front of Unit 25. c. Each FDC needs to be within 150 feet of a fire hydrant. d. FDC will need to be on front I address side of the buildings. \\Earth\Planning\planning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site . (PENDTNG)\06-01-04 PC Report Royal Oaks 05-12.doc Page 12 of 18 . , e. Two separate 2-hour fire walls are required at zero lot line, complying with IBC . 503.2 f. All unitslbuildings to he sprinklered per State Building Code 1306. g. Sidewalks should be connected throughout the development and also to the City and County trails. h. The City trail at the west side of the property should remain (okay to straighten and shift slightly west). t. Development signage could be done in a similar style to the AH park and gateway SIgnS. J. Eliminate impervious surfaces to address landscape lot area deficiency. k, Revised landscaping plans as per recommendation under 4A. I. A small sign (similar to the park signs) could be added at the entrance to the City trail to help with identification. m. The County coneurs with the methodology used for trip generation and trip distribution as discussed in the traffic study prepared by Traffic Data Inc. The development of Office Condominiums on the site is expected to generate 868 trips per day. n. Access to the site from the right in/right out driveway on Highway 96 will operate adequately, The County agrees with the study recommendation to sign and mark the right turn lane from westbound Highway 96 into the site, The developer will be required to add appropriate signs and markings to designate a right turn lane. 0, The proposed access on Harnline A venue will be located at the existing aecess to the daycare with the daycare driveway conneeted into this new entrance road. . Left turns exiting onto Hamline Avenue in the p.m. peak hour will be problematic, Northbound Hamline Avenue traffic frequently backs up past this entrance. This will result in delay for vehicles exiting the site onto Hamline A venue, It is expected that if the delay here is too great, more vehicles will use the access on Highway 96. This may result in U-turns on Highway 96 and Hamline Avenue for drivers wishing to go west. This should not be a problem on a protected left turn phase. p. The County coneurs with the other recommendations in the traffic study involving radius points on the Harnline Avenue access and stop signs at the daycare driveway. q. The developer will be required to obtain a permit from Ramsey County for work within the right of way, This includes access points and utility connections. r. Please show a berm between the pond and the eastern property line with a 10 foot wide top and elevation of at least 963.5. This is to maintain 2 feet clearance between the floor elevation of the daycare and highwater level of the pond to avoid potential flooding ofthe daycare. s. Please revise control outlet structure to pond to include an overflow grate instead of relying on the overland ovcrflow which will flood the trail and cause crosion problems. t. Curb - show outfall gutter locations. We would prefer B618 except in outfall gutter locations, where B612 is acceptable. . \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PENDING)\06-01-()4 PC Report Royal Oaks OS-12.doc Pagel3 of 18 " Please center roadway along the southern part of the project in the easement. . u. Consider tipping fhe road to the north and move CB I west, conneet storm sewer . along the roadway to the west and into the parking lot. Another CB would be needed at the parking lot entrance, which would connect to CB4. This would eliminate the storm sewer that flows north from CB9 to the pond. Construct a valley gutter or driveway apron at the daycare entrance to facilitate drainage. v. Measure all road width face to face. Back to back dimensions do not jive wifh face to face dimensions, w. Is proposed trail/pathway easement vacation ok? This to be addressed by fhe City. x. Move wall along southern edge of the property so that all geogrid is located within property, y. It is the assumption that the owner of the property will be responsible for fhe maintenance and repairs of all utilities (watermain, sanitary and storm including all pipes, valves, hydrants, structures) drainage (ponds, rainwater gardens and sediment traps) and roadway. z. Please update plans to reflect 42" RCP erossing Highway 96 instead of 24" RCP storm sewer, aa. Confirm watermain service on Highway 96. bb, Please turn on utility pipe work on top survey sheet and show sanitary and water pipes on storm sheet. cc. Please provide detailed calculations on CB eapacity, CB tributary areas, flow in pipes, ete. May need to consider additional CB at CB6 due to fhe large tributary area and sheet flow towards fhe structure. . dd. Use eonerete pads for trash enclosures instead of bituminous. Ensure all trash enclosures are at high points, ceo Please move hydrant along eastern property line away from geogrid area. May consider bringing the watermain around to fhe rear of units 26-30 and fhen along the eastern property line to fhe watermain tap at Highway 96. Storm sewer must also be out of the geogrid (see comment u.), ff. The face of the retain wall along eastern property must be at least 2 feet from property line. gg. Need a valve at western watermain connection. hh, Attempt to average the sanitary sewer grade to avoid abrupt grade changes throughout the sanitary sewer run where possible, This is aimed at avoiding potential sedimentation. It. Developer must ohtain proper Rice Creek Watershed District permits and approval. jj, Developer must obtain approval from Ramsey County for access control to Highway 96, kk. Please revise and submit final plans to the City of Arden Hills for final approval. Preliminarv Plat Review \\Earth\Planning\Planning Cascs\2005\05.12 Arden Hills Oflice Park ~ Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site . (PENDlNG)\06-01-04 PC Report Royal Oaks 05-]2_doc Page 14 of18 " , lB. Lots Size I Area. The minimum lot size for a single developmcnt in thc NB district is . 13,000 squarc fect with minimum lot dimcnsions of 100 fect by 130 feet. Thc proposcd developmcnt totals about 297,752 square fcct with a lot dcpth of277.66 feet and a lot width of 1072.90 fect. Lots for individual units range in size from about 2,100 squarc fcet to 2,800 squarc fcet. The typical interior lot has dimensions of 32 feet by 70 feet. Thc typieal end lot has dimensions of 40 feet by 70 fcct. 2B. Easements. City subdivision rcgulations rcquire easements at least twclvc (12) fcct widc centcrcd on lot lincs for utilities and shall he dedicatcd to thc City. It should be noted that the City will not assumc responsibility for maintenanee of these arcas. Rathcr, thc casement would allow acccss if it is ever ncccssary to enter these areas. The plat should indicatc thcse easements, In conjunction with thc plat, thc applicant should dedicate for public use those areas that currently cxtcnd into cxisting right-of-way and strccts. More specifically, the proposed prcliminary plat should dedicate to Ramsey County thc portions of propcrty that currcntly cxtcnd into Highway 96 right of way. In addition, thc applieant should dedicate the pedestrian trail at the west side ofthc propcrty. It appears that the applicant will dedicate this pcdestrian way, straightcn out thc trail, and will relocate thc existing trail slightly to the west. The applicant may to grant thc daycarc ccntcr a cross access easemcnt so that daycarc ccntcr traffic can lcgally utilize the development's Highway 96 access. Such easements . should bc rccordcd with Ramsey County and a copy submitted to the City. 3B. Utilities. See thc Plan Rcview Comments listcd abovc for thc City Enginccr's eomments rclative to utilitics. 4B. Park Dedication. Since this property is eurrcntly owncd by thc City, thc park dedication has becn arrangcd through a purchasc agreemcnt bctwccn thc City and the developer. The purchasc agrecmcnt lists a park dedication fcc of $40,000.00. Staff Recommendation In Planning Casc #05-12 staffrecommcnds approval ofthc Mastcr and Final Planncd Unit and Prcliminary Plat subject to the following conditions: L The applicant shall submit revised plans, responsive to the comments from the Plan Review Comments section of this report (14A), for review and approval by the City Planner, City Engineer, and City Building Official, prior to issuance of building permits. 2, The applicant and their contractors shall work with the City Planner and City Forester to save as many cxisting (and healthy) trees as possible in the areas designated as landscape space. 3, The applicant's timeline for development shall be as follows: . \\Earth\Planning\Planning Cases'1005\05- 12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PENDJNG)\06-01-04 PC Report Royal Oaks 05-12.doc Page 15 0118 " Phase 1: Summer 2005 - The developer may begin grading, installing utilities, . . and construction of storm water improvements. It is expected that construction on . 3 buildings/!6 units (presumably units 15-30), will also begin at this time. The 3 buildings/! 6 units are expected to be ready for occupaney by the Spring of 2006. . Phase 2: Summer 2006 - The developer expects to begin eonstruetion on the remaining 4 buildings/14 units (presumably 1-14) with expected occupancy of these units by the Spring of 2007. Extensions heyond 2007 shall require application to the City Council for review and approval. At the time of application for extensions, the City Council may include such eonditions of approval as they determine necessary for compliance with City Code. 4. 30 office condominium uses have been proposed for development on individual lots. Only one business shall be permitted to occupy anyone lot within the development. It is aeceptable for one business to occupy more than one lot; however one business shall not occupy more than six (6) units within the development. 5. In the event that retail uses replace the offiee uses proposed for development, such retail uses as permitted through the Neighborhood Business District shall not occupy more than 30% of the units in the proposed development. The hours of such businesses shall comply with Neighborhood Business District regulations for hours of operation. 6. Restaurants which are listed as special uses for the Neighborhood Business District shall require a Special Use Permit and shall be required to follow the standard publie hearing and Special Use Permit process prior to occupying any space within the development. 7, Residential uses shall not be allowed to occupy any of the units in the proposed development. 8. The applicant shall submit a revised landscape plan for review and approval by the City . Planner prior to the issuance of building permits. The revised landscape plan shall include a mixture of coniferous and deciduous trees along the west buffer yard of the development. The mixture of landscaping shall adequately screen the development from the residential properties to the west. 9. A comprehensive sign plan shall be established to address signage within the development and shall be included with the Planncd Unit Development document. The comprehensive sign plan will establish sign standards for all signage within the development. 10. Revi8ed plans showing sidewalk connections, throughout the development and to the City and County trail systems, shall be submitted to the City Planner and City Engineer for review and approval prior to the issuance of building permits. II, All mechanical operating equipment shall be screened to meet City regulations. 12, A revised lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of building permits. Such plan shall include any accent lighting on the huildings and also shall meet the City requirements for levels of illumination on adjoining residential property. The applicant shall also furnish the City Planner with lighting cut sheets for lighting fixtures proposed in the development. 13. Decorative painted feneing (like painted wrought iron fencing) shall be erected around the pond at the northeast corner ofthe property to protect pedestrians from falling into the pond, \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Oftice Park - Royal Oaks Realty - POD, Preliminary Plat for Old City Hall & PW Site . (PENDING)\06-0l-04 PC Report Royal Oaks 05-12.doc Page 16 of18 , , 14, Execution of a PUD Permit drafted by the City Attorney and approved by the City , . Council prior to the issuance of a Building Permit. 15. Satisfaction of the park dedication requirements as approved by the City Council. 16. The applicant shall submit an application for a Final Plat within six (6) months following City Council approval of the PUD and Preliminary Plat. 17. The applicant shall obtain all necessary permits from the Rice Creek Water Shed District and Ramsey County. Options I. Recommend approval as submitted. 2. Recommend approval with conditions. 3. Reeommend denial with reasons for denial. If the City denies the petitioners request, " . . .it must state in writing the reasons for the denial at the time it denies the request." 4. Table for additional information. Deadliue for Al!encv Actions - PUD PUD - deadline July 15, 2005 . The City of Arden Hills reeeived the completed applieation for this request on May 16,2005 Pursuant to Mirmesota State Statue, the City must act on this request by July 15,2005 (60 days), unless the city provides the petitioner with written reasons for and additional 60 day review period. The City may with the petitioners' consent extend the review period beyond the 120 days. Preliminary Plat - deadline September 13, 2005 With regard to subdivision applications, Minnesota State Statute 462.358 Subd. 3B indicates the following: A subdivision application shall be preliminarily approved or disapproved within 120 days following delivery of an application completed in compliance with the municipal ordinance by the applicant to the municipality, unless an extension of the review period has been agreed to by the applicant. This particular completed application was received on May 16,2005. As a result, the application must receive a preliminary approval or denial by September 13,2005. . \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Ofiice Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site (PENDING)\06-{)1 -04 PC Report Royal Oaks 05-12.doc Page 17 of 18 , , Attachments 4b-1 Location Map and other pertinent maps . 4b-2 Plans and statement of request submitted by the applicant 4b-3 Traffic Study submitted by the applieant 4b-4 City Planner recommendation of impervious areas to eliminate in order to comply with the Landscape Lot Area requirements, 4b-5 Section 5H of the Zoning Ordinance: Special Requirements for the NB District 4b-6 Letters from residents pertaining to this case. . \\Earth\Planning\Planning Cases\2005\05-12 Arden Hills Office Park - Royal Oaks Realty - PUD, Preliminary Plat for Old City Hall & PW Site . (PENDING)\06-01-04 PC Report Royal Oaks OS-12.doc Page 18 of 18 ---.---.-.---- , , , e Planuing Commission Meeting Jnne 1,2005 Attachment 4b - 1 . . . . <1z~ e ~ i "'J' , ~ ~: >> .7'l . ~>i.I"'J.I' ~ ......, ... ~I ~ ,>e. i ..[....,..... ," 0 ,;; f'r 0 '."U!IWeHi '. . .', ," . > ... ...... ..... ~ I "..., ;,',.~,.,')I&!i~'~~ '1',8. .~..'...'.~, ~ ~ rIITJr:=-~ _.~ ,HID..,. \S\\J.~ ~ 0 ~~qIJJ/~@(t~!~~I~' - ~ [lli),/f,,1i1, F.....,;:]..,.I8,.,.LiN.., ~.,.Q ~" >~--" 'SIUlIJ' '01\!, )". ;' ]1 rE}f3.C$~~ ilJ1J .... ~..' \ 8 ~i: ....~'\jj,C\]~~f'!1>&,... .~ \m~a~~ ; 0 IIID "(;},8 EJEJ B)k ~~, (/) li=l1.'ile& ~B . I . t' () --" I Vi "0' "I ! "';;; 8 ~g .~'., ~ li,.I, ~,,',I~:i j '>- g "'"'C~ u.o "'~ - 1- ". i , f-....,...i...,..,. ... -R-/~ ' }m~~..;~. ~ I -- . f"'. f' fl'fll . W""i -.-----' , ", '. ----- 8: ;$[5,?~.!! ~ ~ I I I ' "1 ~ !lImn I , c ~~<J)g~~::,o ro .,; Sg~2E ~~ 2 8:; ~ 5-5.~,,~ .0 ~;lg:!~g~i r,-." Q) S",EE~~'~ """..J LL 3o.9dJ~':":> i?1! I .",,~'" ol" E- " D.. 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N E~~foJ~~~ t--. //"1 - - U) CO H Q) H '- i--4 0 ~ ~ <C c.. ~ "' ~ ~ ~ ~ -=2'" f:- ro ~ T 3: '" i;j ,~ ~f,~LL ~ Cl) in~l ~ U - lI_ E g~~0~3:~E c ..., cr }~i~~~~~" 0 Q ~ 0 j !llllilil z --, --- ~ . ~~HILLS Legend Future Land Use CJ LOR: Low Density Residential CJ MDR: Medium Density Residential e l1li HDR: High Density Residential L, ': " [ MR: Mixed Residenlial _ NB: Neighborhood Business _ COM: Commercial CJ MB: Mixed Business CJ IND: Industrial r",c'~-'~"~I P\l: Public & institutional CJ Park _ Park Pres8IVe D Right-ot-Way D VVater l);,daiI!Jc, ri",c()",p,."i",,,iv,,P!II',f)esi~ry,,u;(J"-'I"'. N 1~lli<''''<'''OJlI!Jr'<'~(.''f''''''-C-'''P()',Jd''''h"r", + "JA,o!e.,fillo'.<l'nilCJIo,-umJU,cM",WiJ'''''''' QucsrW>I.'N"JCmlllij?I!'"r.iJlldl:,,-e M"f' .,J",~1d '-,<,Jmxlcd 101M Ory of A,d(Oj 11111, Lake IfllW [.,_;~ 1);"'K'",'.'nl1' Iluswyed WdUJIi!'(<" p/cwc ,d",' '" Ih~ (()n~"'eM!;."w' ['Im'/", e ~I .. Johanna ro"~,,,,,,,,,w,,.n.,,"~,",, I ".".""., '-"1 <>f._\nko H,]h t!IJlHIi'\ 2000 0 2000 Feel ,1lIIIII:!lIIlli '" . ~11,',jllllllll\l\'~ Map D'" Apol 13. 20D< County Rd. D " . . Planning Commission Meeting June 1, 2005 Attachment 4b - 2 . . I , " ROYALi~OAKS . - REALTY, INC. ARDEN HILLS OFFICE PARK DEVELOPMENT , ! Royal Oaks Realty, Inc. is proposing to construct office buildings on the old City Hall site. The property is located on the south side of Highway 96 and a short distance west of Hamline Avenue. The subject property consist of six separate parcels of land totaling 8.09 gross acres. The net area of the land, omitting the Highway 96 right of way, is 6.83 acres. The easterly portion of the land is currently zoned N-B Neighborhood Business. The westerly portion of the land is zoned Single Family Residential and is currently being considered by the City of Arden Hills for N-B Neighborhood Business zoning. The surrounding zoning is CC Civie Center District on the north side of Highway 96, Single Family Residential to the west along Keithson Drive, R-3 Townhouse & Low Density Multiple Density to the south(Arden Hills North Homes Association) and N-B . Neighborhood Business ( Children's World Learning Center) to the east along Hamline Avenue. This development proposal is for thirty office units (in seven separate buildings totaling 76,000 sq. ft.) to be constructed with a residential architectural design and appearance. Like townhomes, each unit will be subdivided and platted with an underlying lot and sold individually. The remaining property (lot 31) will be owned in common, All exterior buildings and grounds will be governed and maintained by an Owners Association. A Planned Unit Development (PUD) is being requested mainly for the purpose of platting individual lots in the same manner as a medium density residential townhome development. A subdivision would not be necessary for one large office building to be constructed and leased. The PUD process also allows minor variations from the N-B zoning standards which are addressed later in this narrative. Access to the site is proposed to and from Highway 96 and Harnline A venue. The existing driveway from Highway 96, formerly used for City hall, will be improved and used with right in right out movement only. A service drive will be construeted within an existing easement on the south side of the Children's World Day Care facility allowing full tuming movement on and off Hamline Avenue. A traffic study has been done which concludes that with some minor improvements, the existing roadway network can safely accommodate the additional traffic to be generated with this development. . '1000 County Road E West, Suite 150. Shoreview, Minnesota 55126. (651) 483-5518. Fax (651) 483-5642 www.royaloaksrealty.com " . . The Arden Hills zoning code regulates the "density" of development within a N-B neighborhood business zone in the three following ways; floor area ratio, lot coverage by structures, and minimum landscape lot area. The Arden Hills Office Park development exceeds each of these standards. The floor area ratio is 0.25 (0.7 max.), the building lot coverage is 15,6% (35% max) and the landscape lot area is 40.2% (35% min). The City's zoning ordinanee also limits the maximum height ofthe building to 35 feet. The highest height measurement taken from the lowest grade of a two story walkout building to the average height between the eaves and the highest ridge of a gable roof is 31 feet. Upon City approvals, our Company proposes to eomplete all necessary grading, install utilities and construet all storm water management improvements in the summer months of 2005. We would then immediately begin the eonstruction of sixteen units or three buildings which would not be completed for occupancy until late winter or spring 2006. The remaining 14 units, four buildings, would be constructed in the summer of2006. The use of the PUD ordinanee allows our Company to propose a single development plan for the existing six separate parcels of land, The Arden Hills Office Park plan will conform to the spirit and intent of the Neighborhood Business zone. Minor modifications to the N - B zoning include a reduced parking lot setback of 16.1 feet (20 ft. required) . along Highway 96. It is noted that there is also approximately another 45 feet of distance to the curb line of Highway 96. Hence, the parking lot curb will be 61 feet from the.curb line of Highway 96. A second modification from the N-B standards is being requested for signage. We are proposing a free standing sign of 120 sq. ft. identifying the Arden Hills Office Park. The N-B zone restricts a free standing sign to 60 square feet. We helieve this modification is justified because the site now includes six separate parcels of land which could each have free standing signs. This sign has also heen carefully designed to match the style and materials of the office buildings. We do agree to limit each of the thirty units to 30 sq. ft. of wall signage. The free standing sign and proposed typical wall signs are shown with the building elevations. The exterior of the buildings will be constructed mainly of the following materials; glass windows, brick (on all four sides), stuceo on the upper gable roof ends, and wood pillars/columns. Roof material will be a fiberglass shingle. Earth tone colors will be used. The overall intent of the architectural design is to give the appearance of residential "townhouse" look to the offiees. Our Company has been involved in the planning and/or eonstruction of similar developments in the Cities of Little Canada, Vadnais Heights, Stillwater, Eden Prairie, and Lakeville. Like other sites, this is an excellent "transition" land use for vacant land along highly traveled roads like Highway 96 and nearby adjacent residential properties. . e _. . , ~ "... .,.,' I 1 I' , .' ,. : 'I ~~~: :" ,:, IL: ,) : ~) :':; iiI",~,"~ IX .'. I 11 ' ", ~,' ,. ;,' 'F il,!, "" J 1 , 'f "i I -~[ ~,) is> 1~: i,~ I?>~ ~~~;~ '~. a-(i ~ I;. I 0 " 1"'_ J:i '" 1"-'::: ~"'''';;!'i! '\p.-?,.. ~"'- I ' ~ "- I I I;;;~ ,",'t t';;l I,"''': "".,Oll~l "\iti.;,,,c,1 '. ..:':-, ':" I -n M I '.",';" 'I " ili '1 " ~ }I . " " IU ., : I ! ~g ;<", g21 NOoo38"J4"W I~S [{328.66.......L_ ".' ".'C.,:.,;:: t' I: .. m I "'--~~ C>~ - 0 I -, :tt::+::51.0 1 , " - ~'. "''''. "', i, j' r ~~] - '--- \-::....:,~,,,.-::f 'M l'Io'.'f ~~I:a I'IWI/~ ,/ ",-'". "-~. ,'" ,. ~(, " " " " <_' n ~ ",,'.?: . 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I. - " .'f " "\ ,', .t ~j~ ,~ ' ''$if{-'' ", . ~ '~., . - 11 " ,. , , .. \'~!: " \.', ..~ , . ,:'-'l,;' .," , !-i ..;::1.. . :' '_<_,;<~k ~~>" '>~ "'j . ,~-~~~~~,'~ ~lr 't~;~;~~ '.-: , ; .t-tt ~ iili ,~'1S'~ , . 4~?_::;~L::.rT~:}-'-'" , .,,~ ',~t" ~~+,;- ,," }'~ .; ~ ~:r t~~;'~ . ~_ . ~?:r;:, ,'-* , """ ~::::i',,~':'\:''''. 'f't ," t '-~ ' \~\\~; *,.,~.,,:::',~": -,'-._~-' .'0,'>"",, ~,," , t ,'" ,\,,\,::,,~:'):---~':D:-':' .... ~ \0 :J" ,,'!ft;.t;;, 4.:""t.t~ ^ ,. _::~- ~"':~, " 1";;0_;' ct ,.;; , \ i \:4.-\'" \~"', \' ~' ..'l/,. r: '~.~ ,,-:";. ,.. . . l' . . ," ~ \ ...~ ,\; ,'.' ... \. ~.. ~ .,-\ '~lJ . '\,-:. . ~'- ( , ,~, -", , I '. . ~:'~:'; '~:,; \ \ \,A" , _'-'\\ ,,'~l, . ,', "~,I - .. , l - t~" , ;,' '- '.. , .' e , 1:' ,:tl"-;:: { " i' :\,'" '~,\\ :4;~ :tt~'~ . , . Planning Commission Meeting June 1, 2005 Attachment 4b - 3 . . i.\ . . . TRAFFIC IMPACT REPORT FOR ARDEN HillS OFFICE PARK ARDEN HillS, MN . Prepared for Royal Oaks Realty by Traffic Data Inc. May 2005 . " , Traffic Impact Study . for Arden Hills Office Park Arden Hills, MN Prepared for Royal Oaks Realty by Traffic Data Inc. May 9, 2005 I hereby certify that this plan, specification or report . was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Bv: iviichaei p, Spack, P,E, License No. 40936 Date: ------------.. _..~----------- Traffic Data Inc, 3268 Xenwood Avenue South St. Louis Park, MN 55416 www,trafficdatainc.com . ________m__________ . e TABLE OF CONTENTS I. Project Description.,..,.....,.,.,....,.".".,....,..,."..,..,.....,.. ...,...,.........,.........1 II. Existing Conditions., ."..".", ."... ". ..'....,., ...... ...... ....,.... ... ..'.'. ... .,. .... ..,.1 III. Traffic Forecasts,..,. .,... .".....,... ..,...... ..".., .., ." ."." ."." .."......... ..,..,......6 IV. Traffic Analysis..,. .,. .,... ."... ..,."..,..,.,. ....... ...,.....,.............,.........,............ 13 V, Conclusions and Recommendations.....".., .... .,. ...,.,......................,............14 LIST OF FIGURES Figure 1 - Location Maps.. ........ ..,. ..... .......,................ ..., ............. ..,... .......2 Figure 2 - Existing Lanes & Traffic Control........,....................,....,.......,....,........3 Figure 3 - Existing AM Peak Hour Traffic Volumes, ....,....... ....,..........., ...........4 Figure 4 - Existing PM Peak Hour Traffic Volumes...... .....,...........,...... ..,......,5 Figure 5 - 2007 AM No-Build Peak Hour Traffic Volumes. ....,. ...... ..,... ....,. .,.....8 Figure 6 - 2007 PM No-Build Peak Hour Traffic Volumes. .......... ,........ ..........,.9 Figure 7 - Trip Distribution...,...,.............,...............,...............................10 Figure 8 - 2007 AM Build Peak Hour Traffic Volumes......, ...... .........,............11 Figure 9 - 2007 PM Build Peak Hour Traffic Volumes. ..,............, ......,.., ..., ....12 . LIST OF TABLES Table 1 - Weekday Trip Generation....., ...,...... ,... ...... .'....... ......,... ......, .......7 Table 2 - Forecasted Weekday 2007 AM Peak Hour LOS Results...,.,..............,13 Table 3 - Forecasted Weekday 2007 PM Peak Hour LOS Results.....................13 ,=~pp~!=!DL"!( Site Plan Existing Turning Movement Counts Level of Service Calculations . --.-.-.....,- ArdrfJ Hills Offlet' Park I Arden lIifls. ;t1N Tr4fic- Impact St/HZr JIm' ](}O5 - ----------- --.---- . . I. PROJECT DESCRIPTION e A 76,000 square foot office park is proposed in Arden Hills, MN (see Figure 1), The office park will be comprised of 30 "town-office" style units, The site is currently occupied by the old city hall, which is vacant. It is assumed that the development will be fully developed by 2006. The purpose of this report is to determine if roadway or traffic control improvements need to be made to accommodate the traffic generated by the development. /I. EXISTING CONDITIONS Vehicles will have access to the development from existing driveways on Highway 96 and County Road 50 (Hamline Avenue). The driveway on Highway 96 is a right-inlright-out access for the vacant city hall. The driveway on Hamline Avenue is a full movement access for the daycare facility, which is aligned with Karth Lake Circle. The driveways are shown on the proposed development plan, which is included in the Appendix. Highway 96 is a four lane, divided roadway with a 50 mph speed limit. It is a county road, The office park's right-in/right-out access on Highway 96 will be stop controlled, e Hamline Avenue transitions from a five lane roadway north of the site's driveway to a three lane roadway south of the site. Hamline Avenue is County Road 50, It has a 40 mph speed limit. The development's parking lot will connect to the daycare's driveway, which is currently stop controlled. The existing lane configurations and roadway network are shown in Figure 2. --"- - - - I iie eAi~::wng nj~iiwdy tibiVi'-I i.....:-li.y ndll ui i',/e....VdY, nitjf IWdy :5uiridilllH It' fwt'llue, and Hamline Avenue/Karth LakeCirclelDaycare Driveway intersections will be critical in providing access to the development. TDI staff collected a,m, and p.m. peak hour turning movement data at the two intersections on Hamline Avenue in April 2005, The old city hall is not generating traffic because it is vacant. The data is included in the Appendix. The existing a.m, peak hour traffic volumes are shown in Figure 3 and the existing p.m. peak hour traffic volumes are shown in Figure 4, Average daily traffic volumes for the area roadways are also shown on Figures 3 and 4. These are 2002 volumes from Mn/DOT's traffic flow maps. . Arden Hills c?llicc Park ] /1rden Hills. /'v/,\" Tm/f/e lmpau SII((~l" Ma1"2()(}5 , I I N W<>E S No Scale Proposed Office Park Arden Hills, MN ~,:fW~C~1:r;-JD"'Dce:p~rtr:,~ ;, ,. .t<_~. \ I -\';, 5,' ...... '. .,".. ".' , ji.... "'~ LakeDY cp, - r _- ~':t:f::~ - (D }> ".3 '? -=: -~ <: W Arden ~\ w ~ . 10' Ai'nble R d \N'~ <<,1"SiG! ' . Colleen '.A.VB . w ::- floral Park <( '" 0 ~ ~=" Dr E w liLl Z WCOLJrity Road F Figure 1 - Proposed 76,000 SF Office Park Site Location Maps Arden Hills Office Park Arden Hills, MN 0'~ -"-".~-" ....,< .". . Prepared by Tor ...,.'f..r.0"70}, May, 2005 .. .~ _ _ -~~"/'7 . N W()E 5 No Scale 1- HIGHWAY 96 ~ 50 mph r ..,.,. Day w PROPOSED OFFICE PARK LOCATION Care > 0:: Ct, *=1+ 0 z KARTH LAKE 0 +1= "'.. CIRCLE VJ :I: t- W " 0- '" ~ ~ "0 ~ :g~..c '" <( "- >- ~ E t-~o z=~ ::> E o ~ u'5- , LEGEND =I Stop Sign Figure 2 - ~ Signalized Intersection Existing Lanes & - Through Traffic Lane Traffic Contr:ol r Turning Traffic Lane Arden Hills Office Park (Right or Left Lane) Arden Hills, MN .... Channelized Righl Turn lane Prepared by TDI I No Turn on Red May, 2005 . N W()-E S No Scale N N <D ~ "'1"'- lOJ 775....... 266 "'\ HIGHWAY 96 DAY CARE W PROPOSED OFFICE PARK LOCATION eTR > "' OJ z KARTH LAKE CIRCLE 0 <J) ~ I !:: w '" \.6 _0 r7 14J ...1,.- 0_ ~ m ~ ~ m 23",\ - LEGEND Figure 3 - 0 April 2005 A.M. Peak Existing A.M. Hour Turning Movement Count sou!ce Traffic Datalnr Traffic Volum~s 2002 Average Annual Daily Arden Hills Office Park II Traffic Volumes Arden Hills, MN ~[]urc:e' MnlDO'1 Traffic Flow Maps Prepared by TDI May, 2005 . . N . W(>L S No Scale '-6 N ~ .... 1,058 ~ m ~ ....'" r202 W :::J Z w lOJ > <( 1,092 ..... ~ ~ 0 W ~ ;:: 100 "'\ N Z :; :iE <( HIGHWAY 96 :r: DAY CARE W PROPOSED OFFICE PARK lOCATION CTR > 0: 0 z KARTH LAKE CIRCLE 0 '" ~ :r: f- OJ " '- . m 7 ~ m ro 0 N - ....'" r 5 26 J ",fr- o - m m m 13 "'\ N m m , - LEGEND Figure 4 - 0 April 2005 P.M. Peak Existing P.M. Hour Turning Movement Count SQlllce TrafflcDatalnc Traffic Volumes 2002 Average Annual Daily Arden Hills Office Park II Traffic Volumes source 1.1oiDO-;- T;2lfjit: Flew M<Jps Arden Hills, MN Prepared by TDI . May, 2005 . . . An intersection capacity analysis was conducted for the existing study intersections per the Highway Capacity Manual, Intersections controlled by traffic signals or all-way stop signs are assigned a "Level of Service" letter grade based on the intersection geometry, traffic volumes, and traffic control. Level of Service A (LOS A) represents light traffic flow (free flow conditions) while Level of Service F (LOS F) represents heavy traffic flow (over capacity conditions), LOS D is considered acceptable in urban conditions, although LOS C or better is preferred. Intersections that have no control for the main roadway and stop sign or yield sign control for the side streets are not assigned an overall LOS grade. Usually, an intersection that has side-street stop sign control has little delay because most of the traffic is moving through without stopping, LOS grades are assigned to each of the side street approaches and main line left turns based on the intersection geometry and traffic volumes, It is common for the side street approach to have a poor LOS during the peak hours. LOS F is considered acceptable at stop controlled approaches as long as the approach volumes are relatively light and there are no stacking problems. The LOS calculated at a stop sign controlled intersection is different than the LOS calculated at a signalized intersection, Motorists have more tolerance for delay at a traffic signal than they do at a stop sign, e The Highway 96/Hamline Avenue intersection currently operates at LOS C in the a.m, peak hour and LOS D in the p,m. peak hour. The stop sign controlled eastbound approach to the Hamline Avenue/Karth Lake Circle intersection operates at LOS E in the a.m. peak hour and LOS F in the p.m. peak hour. The calculations are included in the Appendix, !!r TR4~1=!C FOR~C/'ISTS A trip generation analysis was performed for the site based on the methods and rates published in the ITE Trip Generation Manual, 7th Edition, The site is currently zoned for neighborhood business uses, which includes offices. It is anticipated that all of the units will be used as offices, but it is possible that a business with a retail component could be allowed to occupy a unit under the current zoning. The zoning would not allow high traffic generators (I.e, McDonald's), but would allow small boutiques (I.e, antiques store), The uses allowed would generate approximately the same amount of traffic that a normal office would, so it is assumed all of the units would generate traffic as office units, The results are shown in Table 1, e -~-- --- -- ---_..-.------- ."_..~.__.- Arden Hi/ly OJ/ice Park 6 .4rden Hills. .:\1.\: TmfJic /mpacr S!lIiZI' Mal" 2005 , . . 98 Based on historical traffic counts on Highway 96 and Hamline Avenue, it was determined that traffic has been growing with a 3% straight-line annual growth rate in this area of Arden Hills, This annual growth rate was applied to the existing traffic volumes to develop 2007 no-build traffic volume forecasts, These are shown in Figures 5 and 6. The directional trip distributions for the town-office units are shown on Figure 7. The trip distributions are based on existing travel patterns in the area. The trips generated by the proposed development, as shown in Table 1, were distributed to the roadway system per the trip distributions shown in Figure 7. These forecasts were added to the 2007 no-build traffic volumes to develop 2007 build traffic volume forecasts, which are shown on Figures 8 and 9. e e _u,,_..___ .hden Hills Office Park 7 Arden Hill.'i, MN !i-(4/rc Impacr Stu{~)' .Huy 2005 . N WOE \. S 20 No Scale 000 .... 1,190 N ~ ~ .,11'* r 1,030 10J 820 ....... 00 00 ~ 280 "'l HIGHWAY 96 DAY CARE w PROPOSED OFFICE PARK LOCATION CTR > 0:: Cl z KARTH LAKE CIRCLE 0 '" ~ :I: 0- W '" 0 ~ o N_ 0 ~ ~ ~ .,11'* lOJ ...t,.. o_ f:: S ~ 20 "'l N - LEGEND Figure 5 - o Forecasted 2007 A.M. Peak Hour 2007 No Build Turning Movement Count A.M. Foreca~ts II Forecasted 2007 Average Annual Arden Hills Office Park Dally Tr8ffic Volumes Arden Hills, MN Prepared by TOl May, 2005 --- . N WOE \.'0 S 000 .....1,120 No Scale ~ ~ ~ .J.~ r210 lOJ -at,. 1,160 -.... 000 ~ ~ ~ 11 0 "'\ ~ ~ HIGHWAY 96 DAY CARE LU PROPOSED OFFICE PARK LOCATION erR > ~ '" z KARTH LAKE CIRCLE 0 '" 00 :I: .... W "" \',0 0 o ~ 0 _0 ~ M ~ .J 1''' r'O 30J -at,. D_ 000 M 00 ~ 10 "'\ m - . LEGEND o Forecasted 2007 P.M. Peak Hour Figure 6 - Turning Movement Count 2007 No Build II Forecasted 2007 Average Annual p .M. Foreca~ts Daily Traffic Volumes Arden Hills Office Park Arden Hills, MN Prepared by TDI May, 2005 . N WOE S No Scale --~-~ ._-~-- _~m~__."'"""~'""~'''''-'''^'"'' -_.~-~._- ~--.,,."'-~ '- '; ']'--~- 350/. .'. .' ..'.......,..,'..... j I "'" '30o/c-- o .....' . ".';' ',:' :...,'>',,-:-......,:.>....:. _ -,",: .':':'-": ':<< ',<.. .:-,;",:-,...>',', ,:' '.:::'-,--~"B,,~,f, " :0 ----rn--=:-<.---''5.....'.'-.-~~~-.,.~..,- '8 --'-.'r9~:~-~-~-.-. ("/.-..>....,~. .- - " "-._,.. '--'] - ' .._~ ..-.,- -,._, .", ,- ~' I Site I"" ~... , ::3' . . ~...., -Y'~ en' I Arden Hills .:. .~.. 'I> ~ll5% --"'; - ([i , " 2: W _....'''-~ W. ~"-'~Arv ~ L."" ~, -0';;;:.'- _ "'-'d"_ ~/ ,.::r- - ".._~.,. Arden \,lie'.J~~..9, l-:~ ,. -~,...~ " .. ,c.. , - Figure 7 - Trip Distribu~ion Arden Hills Office Park Arden Hills, MN Prepared by TDI Mc<y, 2005 N . W(>E 1..20 S ..... 1,300 000 .... 1,200 N ~ ~ No Scale ...."- r,,050 r 10J ~tr 1,110 ..... 0 820 ...... 000 00 ~ ~ 60 "'\ 280 "'\ I HIGHWAY 96 DAY CARE LU PROPOSED OFFICE PARK lOCATION eTR > "' D z KARTH LAKE CIRCLE 0 en 00 . I to LU '" 0 ~ oN. 0 w ~ ~ ...."- ,oJ 0_ 000 w ~ ~ N - '~-,~-~--_// - LEGEND Figure 8 - o Forecasted 2007 A.M. Peak Hour 2007 Build Turning Movement Count A.M. Forecasts II Forecasted 2007 Average Annual Arden Hills Office Park Daily Traffic Volumes Arden Hills, MN Prepared by TO! May> 2005 __ - ____________n_____.._____ N W()E S l.. 10 No Scale 000 .... 1,120 .... 1,410 ~ ~ N .,I 1'+ r210 ,. 20J ...t,. 1,260 ...... 0 1,170 ...... 000 v ro ~ 00 10 "l 11 0 "l N ~ I I HIGHWAY 96 DAY CARE w PROPOSED OFFICE PARK lOCATION GTR > ii' 0 z KARTH LAKE CIRCLE 0 '" ~ I t: UJ " 0 0"'- 0 ~ ~ ~ .,11'+ ...t,. S' g 9 - ~ . LEGEND Figure 9 - o Forecasted 2007 P.M. Peak Hour 2007 Build Turning Movement Count __ Forecasted 2007 Average Annual P.M. Foreca~ts Daily Traffic Volumes Arden Hills Office Park Arden Hills, MN Prepared by TDt May, 2005 IV. TRAFFIC ANAL YSIS . A. CAPACITY AND LEVEL OF SERVICE An intersection capacity analysis was conducted for the study intersections per the Highway Capacity Manua/, The traffic forecasts shown on Figures 5, 6, 8, and 9 were used with the existing traffic control and lane configurations shown in Figure 2 to calculate LOS grades for the study intersections. It is assumed the driveway access to Highway 96 will be stop controlled and that an eastbound to southbound right turn lane will be provided on Highway 96 at the site's access, The curb and pavement currently exist for this right turn lane, but the striping will need to be revised, The LOS results are shown in Tables 2 and 3. AM Peak Hour LOS Results ,'irr~affi~i~Qiiltr~I!" '. mtil!lH,$'~n~!ll~l!fJlf.!~ Hi hwa 96/Hamline Avenue Si nal C C Hamline Avenue/Karth Lake Circle Side Street Stop Si n F F Hi hwa 96/Site Access Side Street Sto Si n n-a A Note! The LOS shown is the overall LOS at signalized intersections or it is the LOS for the worst movement at an intersection with side street, stop sign control. Table 3 - Forecasted 2007 Weekday PM Peak Hour LOS Results 1< .. ..., Intersection 'TtllfficControl No;SUmr T~4"g:' . Hinhwav 96/Hamline Avenue Sianal E E Hamline Avenue/Karth Lake Circle Side Street Stop Si!i]n F F Hiahwav 96/Site Access Side Street Stop Sign n-a C Note: The LOS shown is the overall LOS at signalized intersections or it is the LOS for the worst movement at an intersection with side street, stop sign control. The Arden Hills Office Park traffic will have a negligible impact on the operation - -- . -- UI Jjje ncHidilie: Aveth.H::~ (.;UlliUUI. i il9re i:S dU lhllt::Hence iii lIie L.evel ui 0eivn.;e results between the build and no-build scenarios at the Highway 96/Hamline Avenue intersection or the Hamline Avenue/Karth Lake Circle intersection, The right-out access to Highway 96 will operate at LOS C or better during the peak hours. The Level of Service calculations are in the Appendix. They include LOS calculations for each intersection approach, Hamline Avenue provides an alternate access to Interstate 694 for vehicles that normally access the Interstate from Lexington Avenue, The County is improving Lexington Avenue this summer to alleviate congestion, A portion of the traffic currently using Hamline Avenue as an alternate route to Lexington Avenue will shift back to Lexington Avenue when it is improved. County staff plan on reviewing the operation of the Highway 96/Hamline Avenue intersection when the Lexington Avenue improvements are completed. The poor Level of Service forecasted for 2007 can be alleviated by removing the north/south split phasing of the traffic signal. . ------- Ard<!!1 Hills Ot/ice Pork 13 Arden j-fills. M/v' Traffic lmpac! S'tlldr .Hay 2005 . . . The amount of traffic coming in and out of the site at the Hamline Avenue/Karth Lake Circle intersection does not warrant the addition of right turn lanes. These would be difficult to add given the right-of-way limitations and the location of the day care center's parking lot. To facilitate traffic movement at the intersection, it is recommended that larger than standard radii be built on the northwest and southwest corners of the intersection. This will allow separation of traffic for traffic turning right into the site and traffic turning right out of the site, A 50 foot radius is recommended on each corner if feasible. B. TRAFFIC SAFETY The study intersections are controlled with either stop signs or traffic signals and have turn lanes to safely separate through traffic from turning traffic. It is believed they will continue to operate safely with the minimal amount of traffic being added by the Office Park, Area residents have raised concerns about westbound to eastbound u-turns on Highway 96 at Keithson Drive to turn right into the site, The forecasts anticipate approximately 10 vehicles doing this during the a,m, peak hour, There is a separate left turn lane provided for westbound Highway 96 at Keithson Drive, The intersection has clear sight lines and there is a small amount of traffic generated by the 13 homes on Keithson Drive. It is believed that this u-turn can be made safely, County staff agree with this assessment, but they will ban u-turns at the intersection if a problem arises, - C. INTERNAL SITE CIRCULA TlON The parking lots for the site will provide smooth traffic flow between the two access points, Due to site constraints, the day care's driveway will be realigned to access a shared driveway instead of accessing Hamline Avenue directly (see the site plan in the Appendix), To keep the office park traffic from dominating the outbound move to Hamline Avenue, it is recommended that the southbound movement out of the day care and the eastbound movement out of the office "". ,-.--. - - .. --~~. -~-~- ~.~- - -- - - - --~ ^ ~,- - ; -- ~ - --- - . 0"-" '_n .."___ -_0"',-," -', . "........ .........._.--',.. . . .-- -- - ------- ,-- ~.~.... ~.~. .~. ~.,~~. ~,~ ~,.~.,. "0 "~', ~'___'~'__" 'H~'~'"~''' should remain uncontrolled to allow free flowing movement into the site, e -~.~-~~ Ardell Hills Office Park ]4 Arden Hills, Ml"./ Fra{lIe fmpao STud)" llul" 2005 V. Conclusions and Recommendations . The Level of Service at the study intersections will not be significantly degraded by adding traffic to the roadway network from the proposed office park development. The existing roadway network can safely accommodate the addition of the development's traffic if the following improvements are made: . Change the signing and striping on eastbound Highway 96 at the site's driveway (the existing old city hall driveway) to provide an exclusive right turn lane, . Construct a larger than required radius (50 foot radius if feasible) on the northwest and southwest corners of the Hamline Avenue/Karth Lake Circle intersection to improve traffic flow in and out of the site, . The day care center's new driveway will intersect the office park's driveway approximately 40 feet west of the Hamline Avenue/Karth Lake Circle/Site Access intersection, The eastbound and southbound traffic should be stop controlled so the office park traffic doesn't dominate the day care center traffic. The westbound traffic should not be stop controlled. Traffic should enter the site unimpeded, e e --.-..---. Arden Jlills Office Park ] 5 Ardf'f1 Iii/Is, /\1N Tn~f!;c ImpaCl Slll(~l. iHal" 2005 ---- , , . . ApPENDIX e e - ~._-_._..- - -----~-~-- Arden Hills qtjlce Park Arden / fills, MN Tra.ffic Il17p(/u SllIdr Mal' 2005 , , I ~ t I _ .~~l ~~'~~, I' /( .., '------< ~!iil . 7. " i I .. ~.iJ /' 'i : Q III , ' ...'. '" ! : i~~ J" "; , =1.", / , i"~ :~ ( ~~~ ~ -:~t ~" ~j: ,; i ", ' I ~~ : -< '. _ ~~i ~ ; ,.~' I _I' < ,!, , ~ r ~;;. ,J; : . . ill ~ " , 2 .,,-' , II,'! I " . " . 'r "", , ," '1 " I ~i~ ~h .j~! ~.\ \\ ~/ _ _ "''' "~ ~,"-~i;[ f I ~, a.60.9~ I ~ f R "" ;; ~I I' ri ..:o.'"~! ' \ ~ ""~ ~ : ' ~ ~i \,.~\', - ^ ,.l g (,__ A 0 I "- ~~ \\It- . \ l~j i ' :.::l! I Hi ( " ' !. ; ~ e, ~ ~~,_I ' & \fa ~.:.';?\ ' ::1',1 " " I 0. tlj ~-_.- ;:" , 1i 00"" ~ e~ - - 'I' > ~ 8 ~ "s ~I ' :J ~"'_ ~ ~ ~' ; ; " .." I iFf" ~ ~' '.' ~ ",~I! 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I~ ~D... 0... ; ~ 0 ~ 0 0 ro ill V 11. "- ------.- Hamline Ave & Hwy 96 Arden Hills Office Park . 2005 A,M, Peak Hour Arden Hills, MN / - "- ...... t I' '-. ~ .; - "'). ('" MpN:jj~~.z:;2is2i2iiii[;;j)1I1ii[H1'U~~i~i~~~fiw.'!1!1"_~'f.I:M&ill'~'iS$1i+'[I~~i "i~~~ Lane Configurations 'I H ~ '1'1 H ~ 'I 4' r 4' r Ideal Flow (vphpl) 1900 1900 19,00 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (5) 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4,0 Lane Uti!. Factor 1.'00 0.95 1,00 @7 0,95 1,00 0.95 0.95 1.00 1.00 1,00 Frt 1,00 1.00 0.85 1,00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Fit Protected 0,95 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00 0.97 1.00 Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1705 1583 1804 1583 Fit Permitted 0,95 1.00 roo 0.95 1.00 1.00 0.95 0.96 1,00 0.97 1.00 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1705 1583 1804 1583 Volume (vph) 10 775 266 970 1119 23 69 10 120 11 6 22 Peak,hour factor, PHF 0.96 0.96 0,96 0.96 0.96 0.96 0,96 0.96 0.96 0,96 0.96 0,96 Adj, Flow (vph) 10 807 277 1010 1166 24 72 10 125 11 6 23 RTOR Reduction (vph) 0 0 0 0 0 9 0 0 116 0 0 22 Lane Group Flow (vph) 10 807 277 1010 1166 15 40 42 9 0 17 1 Tum Type Prot Perm Prot Perm Split Perm Split Perm Protected Phases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 0,6 20.1 20.1 23,1 42.6 42.6 4,2 4.2 4.2 3,6 3,6 Effective Green, g (s) 0,6 22,1 22,1 23,1 44.6 44,6 5,2 5.2 5.2 3.6 3.6 Actuated 9/C Ratio 0.01 0,32 0,32 0,33 0,64 0,64 0,07 0.07 0.07 0,05 0.05 Clearance Time (5) 4,0 6,0 6.0 4.0 6,0 6,0 5.0 5,0 5,0 4,0 4.0 " Vehicle Extension (s) 3,0 3,0 3.0 3.0 3,0 3,0 3,0 3.0 3,0 3,0 3.0 Lane Grp Cap (v ph) 15 1117 500 1133 2255 1009 125 127 118 93 81 vis Ratio Prot 0,01 cO,23 cO,29 0.33 0,02 cO,02 cO.01 vis Ratio Perm 0,17 0,01 0.01 0,00 vie Ratio 0,67 0,72 0.55 0.89 0,52 0,02 0.32 0,33 0.08 0,18 0,01 Uniform Delay, d1 34,6 21,2 19.9 22.3 6,9 4,7 30.7 30.7 30,2 31.8 31.5 Progression Factor 1,00 1,00 1,00 1.00 1.00 1,00 1,00 1.00 1,00 1.00 1.00 Incremental Delay, d2 75,9 4,1 4.4 9.1 0,9 0,0 1.5 1.5 0,3 1.0 0.1 Delay (s) 110.5 25.3 24,2 31,3 7,7 4.7 32.2 32,3 30,5 32.7 31,6 Level of Service F C C C A A C C C C r. Approach Deiay (s) 25.8 Ht5 ~n.L 32.1 Approach LOS C B C C HCM Average Control Delay HCM Volume to Capacity ratio 0,72 Actuated Cycle Length (s) 70,0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 67,9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group " 5/9/2005 Synchro 6 Report Page 1 TDI - ---.--- ---- Hamline Ave & Karth Lake Cr Arden Hills Office Park 2005 A.M. Peak Hour Arden Hills, MN .. .-J- ')- .( ....- '- ~ t /'" \. + ..; - ~1.IIlI.[,..~"'.--~-"""""."'.""'" ,..' , .~'~~B..'[W'.".."--..fR1Jm........'~ifi1!~_~11i , ',' ~J!!flJ!H,!!flJJJJJlli2~!#JJJJ[jE~JiJ jI1.!r1;!;J"'lj,j l:i.JjtjagrnJ:?f~a.JiI , .. JJ~tJ!\l ',' ;,. ,..J.JJ ~,. J ., +'" " Lane Configurations 4- 4- "i t. <it. Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/l1) 14 0 23 7 0 6 15 199 5 4 1203 35 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly fiow rate (vph) 16 0 26 8 0 7 17 229 6 5 1383 .40 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn fiare (veh) Median type None None Median storage veh) Upstream signal (ft) 360 pX, platoon unblocked vC, conflicting volume 1682 1681 711 993 1698 232 1423 234 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1682 1681 711 993 1698 232 1423 234 tC, single (s) 7.5 6.5 6.9 7,5 6.5 6.9 4.1 4,1 tC, 2 stage (5) tF (s) 3.5 4.0 3.3 3,5 4.0 3.3 2.2 2,2 pO queue free % 73 100 93 96 100 99 96 100 - cM capacity (veh/h) 59 90 375 180 88 771 474 1330 43 15 17 234 Volume Left 16 8 17 0 5 Volume Right 26 7 0 6 0 cSH 124 279 474 1700 1330 Volume to Capacity 0.34 0.05 0,04 0.14 0.00 n.... 0' - -~_._.~. -, ~ Control Delay (s) 48.4 18.7 12.9 0.0 0.1 0.0 Lane LOS E C B A Approach Delay (s) 48.4 18.7 0.9 0.0 Approach LOS E C 1.5 Intersection Capacity Utilization 47.2% ICU Level of Service A Analysis Period (min) 15 5/9/2005 Synchro 6 Report - Page 1 TDI . Hamline Ave & Hwy 96 Arden Hills Office Park . 2005 P.M, Peak Hour Arden Hills, MN ./- '- t \. + .; - ~ ~ - '\ ~ ~~IIIR'~A'iIIlIj_lI!!'01!1''l!i1l1!lB:_'lif~I~I!lum''jila~?J-j!,i\.lBlli'''''-'~j~0r"i!l'!':$BiY0"~U _M"~" . _ j~' l "~,.,,~i0"0 '~<5.ur",,,!; t;"71fLL,::.,.,,;'h,,.LJIDiJl1g I,' /~i>'c~\1{t!;Ln.:.,,51i1[o'L .i>:'.1i!:L7:til:IPiF~hnLd\'~w.~0~,: ,,,;r.. ",. Lane Configurations Ij H r Ijlj H r Ij +f r +f f' IdeElIRlow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 19001900 19.00 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 Lane Util, Factor 1,00 0,95 1.00 0,97 0.95 1.00 0.95 0,95 1,00 1.00 1.00 Frt 1,00 1,00 0,85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Fit Protected 0,95 1,00 1,00 0,95 1.00 1.00 0.95 0.95 1,00 0.97 '1,00 Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1688 1583 1804 1583 Fit Penilitled 0,95 1.00 1,00 0,95 1.00 1.00 0.95 0.95 1,00 0,97' t..oO Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1688 1583 1804 1583 Volume (vph) 10 1092 100 202 1058 6 241 4 710 17 9 12 Peak-hour factor, PHF 0,98 0,98 0.98 0.98 0,98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj,Flbw(vph) 10 1114 102 206 1080 6 246 4 724 17 9 12 RTOR Reduction (vph) 0 0 0 0 0 4 0 0 121 0 0 12 LE/he Group Flow (vph) 10 1114 102 206 1080 2 123 127 603 0 26 0 Turn Type Prot Perm Prot Perm Split Perm Split Perm ProlectedPhases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 0.4 25.4 25.4 6,0 31.0 31.0 36.0 36.0 36,0 3.6 3,6 Effective Green, g (s) 0.4 27.4 27.4 6,0 33.0 33.0 37.0 37.0 37.0 3.6 3,6 Actuated glc Ratio 0.00 0.30 0,30 0.07 0.37 0.37 0.41 0.41 0.41 0,04 0.04 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6,0 5,0 5,0 5.0 4,0 4.0 e Vehicle Extension ( s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 8 1077 482 229 1298 580 691 694 651 72 63 vis RatioProt 0.01 cO.31 cO.06 0,31 0.07 0.08 cO,Ol vis Ratio Perm 0.06 0,00 cO.38 0.00 vlc Ratio 125 1.03 0,21 0,90 0,83 0.00 0,18 0.18 0.93 0.36 0,01 Uniform Delay, dl 44.8 31.3 23,3 41.7 26,0 18.1 16.8 16.9 25.2 42.1 41.5 Progression Factor 1.00 1.00 t.00 1,00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 Incremental Delay, d2 416.4 36.7 1.0 33.4 6,3 0,0 0.1 0.1 19.2 3.1 0.0 Delay (s) 4612 68,0 24.3 75.1 32.3 18,1 17,0 17.0 44.5 452 41.5 ! ~,/p' nf Spn"';~~ F "' C "' r B 8 8 D D D Approach Delay (s) 67.5 39.1 37.4 44.0 Approach LOS E D 0 0 HCM Average Control Delay HCM Volume to CapE/city ratio Actuated Cycle Length (s) Sum of lost time (s) 16.0 Intersection Capacity Utilization ICU Level of Service E Analysis Period (min) c Critical Lane Group . 51912005 Synchro 6 Report Page 1 TOI Hamline Ave & Karth Lake Cr Arden Hills Office Park 2005 P,M, Peak Hour Arden Hills, MN . .-f ~ ~ - '- ~ t I' \. + .; - l'IMW~'..... """'"~EBlf.""e:B11:"~~~k'~~!\!f_~mi=1\js1!ll~"'qTI.~""~IJIIII.'IIlllBf1I "'~Sl~,;,,;' J~!mH;):jjd "i~;~q;:~2IT,; i, :',' .00Zr!ti2L::~,:: ,;:mmL:: ",;,:1:4:0:';, ',~_'!!!ftL,:", ;' '~IG,~~~,::" EL;:" ~~_ ' ',:', " ~l1HjgL, ";: :3~ :~,,:, ','"" ' , , Lane Configurations 4- 4- 'i t+ 4't+ Sign Control Stop stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 26 0 13 5 0 7 26 955 6 8 296 7 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0,87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 30 0 15 6 0 8 30 1098 7 9 340 8 Pedestrians Lane Width (It) Walking Speed (fUs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (It) 3.60 pX, platoon unblocked vC, conflicting volume 1528 1527 174 1364 1528 1101 348 1105 vC 1, stage 1 conf vol vC2, stage 2 eonf vol vCu, unblocked vol 1528 1527 174 1364 1528 1101 348 1105 tC, single (s) 7,5 6,5 6.9 7,5 6.5 6,9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3,5 4.0 3.3 2.2 2.2 pO queue free % 60 100 98 94 100 96 98 99 e eM capacity (veh/h) 75 112 839 101 112 207 1207 628 Volume Total Volume Left 0 9 0 Volume Right 7 0 8 cSH 1700 628 1700 Volume to Capacity 0.65 0,01 0.10 . ..>-.-.- c'c:+ i~\ - - " .. Control Delay (s) 60.6 32.6 8.1 0.0 0.7 0.0 Lane LOS F D A A Approach Delay (s) 60.6 32.6 0.2 0.4 Approach LOS F D Average Delay 2.3 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15 5/9/2005 Synchro 6 Report . Page 1 TDI --.--- , Hamline Ave & Hwy 96 Arden Hills Office Park . 2007 A.M. Peak Hour - No-Build Arden Hills, MN ..f \- ~ - '- ~ t I' '-. + .; -+- ~..~!'mlF-"1~~'t!III!!II1l€1li1l!~~glt!!' W"'lli"~'B! ,...''WI!l..,~,'''.,.,.iilll_~~~.Il~~1 ",w~~ww:L . "j~;;:: ;i;L.~~ITtif;s. '.::" ;,::,d", L '; j~;.,:,; >01 L ,.>a:;;llit"gi___~' jlUill=+'!_w<,_~t{~~;~~L:_'rt:" W j m ,,- < 1, 10%211' -:, _ - -< ~tii'1~_:~:w_- , Lane Configurations 'i tt r 'i'i tt r "I 4 r 4 r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 190(1 1(1)1)' 1900'1900 Total Lost time (s) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1,00 0.95 0,95 Frt 1.00 1.00 0.85 1.00 1.00 0,85 1.00 1.00 1 Fit Protected 0.95 1,00 1.00 0.95 1.00 1.00 0,95 0.96 0:91'1"'1.00 Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1702 1817 1583 Fit Permitted 0.95 1,00 1.00 0.95 1.00 1.00 0,95 0,96 0:98 1-00 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583 Volume (vph) 10 820 280 1030 1190 20 80 10 140 1'1) '110' 20 Peak-hour factor, PHF 0.96 0,96 0.96 0.96 0.96 0,96 0,96 0.96 0.96 0.96 0.96 0.96 Adj, Flow (vph) 10 854 292 1073 1240 21 83 10 146 RTOR Reduction (vph) 0 0 0 0 0 7 0 0 134 0 0 20 Lane Group Flow (vph) 10 854 292 1073 1240 14 4.5 4.8 1'2 .0 20 1 Turn Type Prot Perm Prot Perm Split Perm Split Perm Protected Phases 1 6 5 2 4 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 0,6 20.9 20.9 26.1 46.4 46.4 5.4 5.4 5.4 3.6 3,6 Effective Green, g (s) 0.6 22.9 22.9 26.1 48.4 48.4 6.4 6.4 6.4 3.6 3.6 ActuatE>d g/C Ratio om 0.31 0.31 0.35 0.65 0.65 0.09 0.09 0,09 0,05 0,05 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 5.0 5.0 5,0 4.0 4.0 e Vehicle Extension (s) 3.0 3.0 3,0 3,0 3,0 3,0 3.0 3.0 3,0 3.0 3,0 Lane Grp Cap (vph) 14 1081 483 1195 2284 1022 143 145 135 87 76 vis Ratio Prot 0,01 cO.24 cO.31 0,35 0,03 cO.03 cO,01 vis Ratio Perm 0.18 0.01 0.01 0.00 vlc Ratio 0.71 0.79 0,60 0,90 0.54 0.01 0.31 0.33 0,09 0.23 0.01 Uniform Delay, d1 37.1 23.8 22.2 23.2 7.3 4.8 32.2 32.3 31.6 34.4 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1,00 1.00 Incremental Delay, d2 100.1 5.9 5.5 9.1 0.9 0,0 1.3 1.3 0.3 1.4 0.1 Delay (s) 137.2 29.7 27.7 32.3 8.2 4.8 33,5 33.6 31.9 35.7 34,1 Leve! of Service F C C C A A C C C 0 C Approach Delay (s) 30,2 l~LL 32.6 34,9 Approach LOS C B C C HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (5) Sum of lost time (s) 16.0 Intersection Capacity Utilization ICU Level of Service C Analysis Period (min) c Critical Lane Group e 5/9/2005 Synchro 6 Report Page 1 TDI ___ _______u____ Hamline Ave & Karth Lake Cr Arden Hills Office Park 2007 A.M, Peak Hour - No-Build Arden Hills, MN . ~ "). f <t- o\.. '\ t /*' \. + .; - '-'~'--"""""""'rm'--'---_F-</'_"~--"_'Elilll~~--' '--~"lS'_Ill_ml~ ~~tQ~J),t 171qjffjJlli.~1:~:ii~4Fjl:' (Ii _' .' . i 'r. - 1, -mHtil#f;, . . " ,,_;;~~"-,; --'", .'" __ ~ '",:".; Lane Configurations +t. +t. 1j f+ 4f+ Sign Control stoP stop ,<. Free' free Grade 0% 0% 0% 0% Volume (veh/h) 10 0 20 10 0 10 20 1270 40 Peak Hour Factor 0.87 0.87 0.87 0,87 0,87 0.87 0,87 0.87 0.87 0,87 0.87 0.87 Hourly flow rate (vph) 11 0 23 11 0 11 23 11 11 1460 46 Pedestrians Lane Width (It) Walking Speed (fils) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (It) 360 pX, platoon unblocked vC, conflicting volume 1805 1805 753 1 0691822 247 1506 253 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1805 1805 753 1069 1822 247 1506 253 tC, single (s) 7.5 6.5 6.9 1.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4,0 3.3 3.5 4.0 3.3 2.2 2.2 pO queue free % 75 100 93 93 100 98 95 99 e eM capacity (veh/h) 47 74 352 157 72 753 441 1309 Volume Left 11 11 23 0 11 0 Volume Right 23 11 0 11 0 46 cSH 111 259 441 1700 1309 1700 Volume to Capacity 0,31 0,09 0,05 0,15 0.Q1 OA6 ---..--- . .,--. , A .. ~ Control Delay (s) 51.6 20.2 13,6 0,0 0.2 0,0 Lane LOS F C B A Approach Delay (s) 51.6 20.2 1,1 0,1 Approach LOS F C Intersection Capacity Utilization ICU Level of Service A Analysis Period (min) 5/9/2005 Synchro 6 Report e Page 1 TDI , Hamline Ave & Hwy 96 Arden Hills Office Park . 2007 P,M, Peak Hour - No-Build Arden Hills, MN .-f - '- t '. ! .; - ..... . '\ ~ .,ec""BBB2B'iilllllClit'Bi'BB"'E"'lJ!Ij""'EBiJe""'''''''1!Yi~JI!I.liIiiIIlU'~'''1I1_'i!lIl!HI'''rtli.\,li!IIIl'''''''''I!lB1;'''''15tl1e , '~@~l~fll" q',fh,UI!;MR1hi;: ,:EtY;l,~!ll;,':' :,1 ,mli:mr~,' '~:;"~:"",~,;,: !~, ,:,;q...Jl ;.,j~,J,~s4tL" " ' m:", :,;g,~~( ~," :iii~:m:: ",:LEliYE;!; :::~"~ Lane Configurations 'i H ~ 'i'i tt ~ 'i <1 ~ 4 ~ Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900'1900 1900 1900 1900 1900 1900 Total Lost time (5) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 LaneUtiI. Factor 1.00 0.95 1,00 OmO.~5 1.00 0,95 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1,00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Fit Protected 0.95 1.00 1,00 0,95 1.00 11.00 0,95 0,96 1.00 0.97 1.00 Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583 Fit Permitted 0.95 1,00 1.00 0,95 1,00 1,00 0,95 0,96 1.00 0.97 1,00 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583 Volume (vph) 10 1160 110 210 1120 10 260 10 750 20 10 10 Peak,hour factor, PHF 0.98 0.98 0.98 0,98 0.98 0.98 0,98 0,98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 10 1184 112 214 '1143 10 265 10 765 20 10 10 RTOR Reduction (v ph) 0 0 0 0 0 6 0 0 98 0 0 10 Lane Group Flow (vph) 10 1184 112 214 '1143 4 134 141 667 0 30 0 Turn Type Prot Perm Prot Perm Split Perm Split Perm Protected Phases 1 6 5 4 4 3 3 Permitted Phases 6 2 4 3 Actuated Green, G (5) 0.4 37.4 37.4 8.0 45.0 45.0 52,0 52.0 52.0 3,6 3.6 Effective Green, g (8) 0.4 39.4 39.4 8.0 47,0 47.0 53.0 53.0 53.0 3.6 3,6 Actuated glC Ratio 0,00 0,33 0.33 0,07 0.39 0.39 0.44 0.44 0.44 0.03 0.03 Clearance Time (s) 4.0 6.0 6.0 4.0 6,0 6.0 5.0 5.0 5.0 4.0 4.0 e Vehicle Extension (s) 3,0 3.0 3,0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 6 1162 520 229 1386 620 742 747 699 54 47 vis Ratio Prot 0.01 cO.33 cO.06 0,32 0.08 0,08 cO.02 vis Ratio Perm 0.07 0.00 cO.42 0,00 vlc Ratio 1.67 1.02 0.22 0.93 0,82 0.01 0.18 0.19 0.95 0.56 0,01 Uniform Delay, d1 59,8 40.3 29.1 55.7 32.8 22.3 20.3 20.4 32.3 57.4 56.5 Progression Factor 1,00 1,00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 Incremental Delay, d2 647.5 31.2 0.9 41.4 5.7 0.0 0.1 0.1 23,2 11.8 0.1 Delay (5) 707.3 71.5 30,1 97.1 38.5 22.3 20.4 20.5 55.5 69.2 56,5 ! "....vel ,,! S~r-'Jlf':P F F C F D C C C " " " Approach Delay (s) 72.9 47,6 46.2 66.0 Approach LOS E 0 0 E HCM Average Control Delay 56.2 HCM Level of Service E HCM Volume to Capacity ratio 0.96 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 91.8% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group e 5/9/2005 Synchro 6 Report Page 1 TDI . Hamline Ave & Karth Lake Cr Arden Hills Office Park 2007 P.M, Peak Hour - No-Build Arden Hills, MN . ,,} " ('" - '- .... t !" \. ~ .; - ~~~c_///*'"~ili;I1Elil1"l!~!Elr~lJllffi~""~~Sm~iilll~iiIl"CNBI'H5lBIir~r_j'5lB~ ~~^1i~:,,:::'~',5lliD::~Lqi: ~LM':' ;[C~;;_;.:~~~~ ",,1i:"~,,>.'!!G@t:.:,..~,"~ ;',"',,:,_,1[q~, :' ~: .\,:, miliPL'M'~' j,llldLj,::,,'Slruffi;:," A$Lh:~ Lane Configurations 4- "i t. +it. Sign Control Stop Free Free Grade 0% 0% 0% Volume (vehlh) 10 0 10 30 980 10 10 310 10 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0,87 0.87 0.87 0.87 0.87 0.87 HourlyJlow rate (yph) 0 11 11 0 11 34 1126 11 11 356 11 Pedestrians LaneWidth(ft) Walking Speed (Itls) Percent Slockage Right turn flare (veh) MedianJype None None Median storage veh) Upstream ,signal (ft) 360 pX, platoon unblocked vC, conflicting volume 15921592 184 1414 1592 1132 368 1138 vC 1, stage 1 conI vol vC2, stage 2 conlvOI vCu, unblocked vol 1592 1592 184 1414 1592 1132 368 1138 tC, single (s) 7,5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4,0 3.3 2.2 2.2 pO queue Iree % 47 100 99 88 100 94 97 98 e cM capacity (vehlh) 65 101 827 93 101 197 1187 610 138 190 190 Volume Left 34 0 11 0 Volume Right 11 11 0 11 cSH 85 1700 610 1700 Volume to Capacity 0.54 0,67 0.02 0.11 ,-" ;F;;F ! ""':-:~~!-, ~~,"!-: .. -, -") .- .. Control Delay (s) 89.3 39,8 8.1 0.0 0,9 0,0 Lane LOS F E A A Approach Delay (s) 89.3 39,8 0.2 0.4 Approach LOS F E Average Delay 3.4 Intersection Capacity Utilization 62,3% ICU Level 01 Service B Analysis Period (min) 15 5/912005 Synchro 6 Report e Page 1 TOI -- . . Hamline Ave and Hwy 96 Arden Hills Office Park . 2007 A,M, Peak Hour - Build Arden Hills, MN ~ - -\.. t \. ! .; - ~ ~ "*\ I' fliJl)~i!l~l!JllJlmlmiH~1I,iimll!l!!m~~~~_Iff.l\!I'!J:ii';,,';WI!I~iHml;('l~i!!!:mlfi~1I!imif.lillliiOOlllf.iH~i~_ Lane Configurations "i tt ." "i"i tt ." "i 4' ." 4' ." Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4,0 4.0 4.0 4.0 4.0 4,0 4,0 4.0 4,0 4.0 4.0 Lane UtiL Faclor 1.00 0.95 1.00 0.97 0,95 1,00 0.95 0.95 1,00 LOO 1,00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Fit Protected 0,95 lCOO 1.00 0.95 1.00 1.00 0.95 0.96 1.00 0.98 1.00 Satd. Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583 Fit Permitted 0,95 1,00 1,00 0.95 1.00 1.00 0.95 0.96 1.00 0,98 1.00 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1702 1583 1817 1583 Volume (vph) 10 820 280 1050 1200 20 80 10 150 10 10 20 Peak-hour factor, PHF 0,96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 10 854 292 1094 1250 21 83 10 156 10 10 21 RTOR Reduction (vph) 0 0 0 0 0 7 0 0 143 0 0 20 Lane Group Flow (vph) .10 854 292 1094 1250 14 45 48 13 0 20 1 Turn Type Prot Perm Prot Perm Split Perm Split Perm Protected Phases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 4 3 Actuated Green, G (s) 0.6 20.5 20,5 26,5 46,4 46,4 5,4 5,4 5,4 3,6 3,6 Effective Green, 9 (s) 0.6 22.5 22,5 26.5 48,4 48,4 6,4 6,4 6,4 3.6 3.6 Actuated glC Ratio 0.01 0,30 0.30 0.35 0.65 0.65 0.09 0.09 0.09 0,05 0,05 Clearance Time (s) 4,0 6.0 6.0 4.0 6.0 6.0 5,0 5,0 5.0 4.0 4.0 e Vehicle Extension (s) 3,0 3.0 3,0 3.0 3,0 3,0 3.0 3.0 3.0 3.0 3,0 Lane Grp Cap (vph) 14 1062 475 1213 2284 1022 143 145 135 87 76 vis Ratio Prot 0.01 cO.24 cO,32 0.35 0,03 cO.03 cO.01 vis Ratio Perm 0,18 0,01 0.01 0,00 vlc Ratio 0.71 0,80 0.61 0,90 0.55 0,01 0.31 0.33 0.10 0.23 0,01 Uniform Delay, d1 37,1 24.2 22.5 23.0 7,3 4.8 32.2 32,3 31.6 34,4 34,0 Progression Factor 1.00 1,00 1,00 1.00 1.00 1,00 1,00 1.00 1.00 1,00 1.00 Incremental Delay, d2 100.1 6.5 5.8 9,4 0.9 0.0 1,3 1,3 0,3 1,4 0.1 Delay (s) 137.2 30.7 28,4 32,5 8.2 4.8 33.5 33,6 32.0 35,7 34,1 ! ~\'f"'dS"":r\!ir:R F r. r. r. A .A. C C r r:> r: Approach Delay (s) 31,0 19.4 32.6 34,9 Approach LOS C B C C HCM Average Control Delay 24.0 HCM Level HCM Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group e 51912005 Synchro 6 Report Page 1 TDI --, . . Hamline Ave & Karth Lake Cr Arden Hills Office Park 2007 AM, Peak Hour - Build Arden Hills, MN . ~ ,. .( - '- ~ t !' \. ~ .; - ~~'_mJlII"lIIlrii!III'IU"""""""" ...""'c"."c.~,..,.~"..".".rJ~~I_..g,".!ll_...'SPI~"".'c'.. .: '~... ,';jP, D' UI i,~"flil,I~~]:n~~~iiliili~~!:i:1II',~mlillb '",I" ~" " ,ti,""" ,','i'JIlic,i.:::',~!i!1I Lane Configurations 4- 4- 'I l> 4l> 9igriGc:>ntroi Stop Stop Free Free Grade 0% 0% 0% 0% VOluoW(vehlh) 20 0 30 10 0 10 60 210 10 10 1270 60 Peak Hour Factor 0.87 0,87 0,87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0,87 0.87 Hourly flow rate (vph) 23 0 34 11 0 11 69 241 11 11 1460 69 Pedestrians Lt.01eVVJdtti(ft) Walking Speed (ftIs) PercentBlbckage Right turn flare (veh) Mediflntype None None Median storage veh) tJ"sti~flirlSigoal(fl) 360 pX, platoon unblocked V(;;,cohfltctingvolume 1908 1908 764 1172 1937 247 1529 253 vC 1, stage 1 conf vol vC2.stage 2Cbnf vol vCu, unblocked vol 1908 1908 764 1172 1937 247 1529 253 tC,single (s) 7.5 6,5 6.9 7.5 6.5 6,9 4,1 4.1 tC, 2 stage (s) tF(s) 3.5 4,0 3.3 3.5 4.0 3.3 2.2 2.2 1"0 queue free % 35 100 90 90 100 98 84 99 e cM capacity (vehlh) 36 56 346 116 54 753 432 1309 Volume Left Volurne Right cSH Volurne to Capacity - _______n_ -. .-.- -'! r-~ -'lA ,-. " - -----.-- Gontrol Delay (s) 131.9 25.3 14.9 0.0 0.2 0.0 Lane LOS F D B A Approach Delay (s) 131.9 25,3 3.2 0,1 Approach LOS F D 4,8 Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period (min) 15 51912005 Synchro 6 Report e Page 1 TOI ------- Hwy 96 and Site Driveway Arden Hills Office Park . 2007 A.M. Peak Hour - Build Arden Hills, MN - '\ I" -+ " y'" Lane Configurations Sign Control Free Free Stop Grade 0% 0% 0% Volume (vehfh) 1110 60 0 1300 0 0 Peak Hour Factor 0,92 0.92 0.92 0.92 0.92 0,92 Hourly Ilow rate (vph) 1207 65 0 1413 0 0 Pedestrians Lane Width (ft) Walking Speed (Ilfs) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1086 pX, platoon unblocked 0.79 vC, conflicting volume 1272 1913 603 vC1, stage 1 conf vol vC2, stage 2 coni vol vCu, unblocked vol 1272 1890 603 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) e tF (s) 2.2 3.5 3.3 pO queue free % 100 100 100 cM capacity (veh/h) 542 49 442 Volume Total 0 Volume Left 0 0 Volume Right 0 0 cSH 1700 1700 Volume to Capacity 0.42 0.00 '-.,,:-, ,. Control Delay (s) 0,0 0,0 0,0 0,0 0.0 0,0 Lane LOS A Approach Delay (5) 0,0 0.0 0.0 Approach LOS A Average Delay 0.0 Intersection Capacity Utilization 39,3% ICU Level of Service A Analysis Period (min) 15 e 5/9/2005 Synchro 6 Report Page 1 TDI Hamline Ave and Hwy 96 Arden Hills Office Park 2007 P.M, Peak Hour - Build Arden Hills, MN . /' ...... ~ -+- "'- '\ t ~ \. + .; -+ "-""-"""'-I"~ill----~.~-ltt~_"~.~-'-IliFlfm'-~---B_IE M!iY~i:P~ij~~?i;~';,:ll;,;"~~ty~~,:::_;;,=~~1;L:',,,~; ":;:'," ~, ,: w Eik ;r.: ',' ; "', :~:~;2HJ~~l:~JLJi< :: ~Hs;GN~I:[~~::~ , .', , :, Lane Configurations 'l H- I' 'l'l H- I' 'l 4' l' 4' l' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 La ne Uti L Factor 1.00 0.95 1.00 097 0.95 1.00 0,95 0,95 1,00 1.00 HlO Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1,00 0.85 1.00 0.85 Fit Protected 0,95 1.00 1.00 0.95 1.00 1.00 0.95 0,96 1.00 0.97 1,00 Satd, Flow (prot) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583 Fit Permitted 0.95 1.00 1:00 0.95 1,00 1.00 0.95 0.96 1,00 0,97 1.00 Satd. Flow (perm) 1770 3539 1583 3433 3539 1583 1681 1691 1583 1803 1583 Volume (vph) 20 1170 110 210 1120 10 280 10 760 20 10 10 Peak,hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 20 1194 112 214 1143 10 286 10 776 20 10 10 RTOR Reduction (vph) 0 0 0 0 0 6 0 0 98 0 0 10 Lane Group Flow (vph) 20 1194 112 214 1143 4 144 152 678 0 30 0 Turn Type Prot Perm Prot Perm Split Perm Split Perm Protected Phases 1 6 5 2 4 4 3 3 Permitted Phases 6 2 4 3 Actuated Green. G (5) 1,8 36,4 36,4 8.0 42.6 42.6 53.0 53.0 53,0 3.6 3.6 Effective Green, g (5) 1,8 38,4 38,4 8.0 44.6 44.6 54.0 54.0 54.0 3.6 3.6 Actuated glC Ratio 0.02 0.32 0.32 0,07 0.37 0.37 0,45 0,45 0,45 0,03 0,03 Clearance Time (5) 4.0 6.0 6,0 4.0 6.0 6.0 5.0 5.0 5.0 4.0 4.0 Vehicle Extension (5) 3.0 3.0 3,0 3.0 3.0 3,0 3.0 3,0 3.0 3.0 3.0 e Lane Grp Cap (vph) 27 1132 507 229 1315 588 756 761 712 54 47 vis Ratio Prot 0,01 cO.34 cO.06 0.32 0.09 0,09 cO,02 vis Ratio Perm 0,07 0.00 cO,43 0.00 vie Ratio 0.74 1.05 0.22 0.93 0.87 0.01 0.19 0.20 0,95 0.56 0,01 Uniform Delay, dl 58.9 40.8 29.9 55.7 35,0 23.7 19.9 19.9 31.7 57,4 56.5 Progression Factor 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 Incremental Delay, d2 70.7 42,4 1.0 41,4 8,0 0,0 0.1 0.1 22.5 11,8 0.1 Delay (s) 129,6 83.2 30.9 97.1 43,0 23.8 20.0 20,1 54.2 69.2 56,5 ! P:VR! nf SRrJir:R F ~ r- ~ f1 r- R C n F F Approach Delay (s) 79,5 51.3 44.8 66,0 Approach LOS E D D E HCM Volume to Capacity ratio Actuated Cycle Len9th (s) Sum of lost time (s) 16.0 Intersection Capacity Utilization ICU Level of Service F Analysis Period (min) c Critical Lane Group 5/9/2005 Synchro 6 Report e Page 1 TDI . Hamline Ave and Karth Lake Cr Arden Hills Office Park .. 2007 P,M, Peak Hour - Build Arden Hills, MN --' ....- -\.. t !' '-.. + .; - '). ~ ..... ~~~'i1.\\ITI~~fi"llmill'~I!f~..~mij:WElili!'i-~~\\//_.I!Im'7ilim.jf.;$~ :.,...J.,=.,k. ," .,,"~ .,;g."".~..~..._.,...,n""k"".,~.,'=""""_m,,d.. .~, ""';",.,,, ~,.,",. '_="""'"_"*-!~,,,, -'_ "'_"--m;",,,,,,,',.,1~' 1.=" 1 ,,' Lane Configurations +r. +r. "i t+ 4'l> Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 60 0 40 10 0 10 40 980 10 10 310 10 Peak Hour Factor 0,87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly floW rate (vph) 69 0 46 11 0 11 46 1126 11 11 :>56 11 Pedestrians Lane Width (it) Walking Speed (IUs) Percent Blockage Right turn flare (veh) Median tyPe None None Median storage veh) Upstream signal (it) 360 pX, platoon unblocked vC,conflicting volume 1615 1615 184 1471 1615 1132 368 1138 vC 1 , stage 1 coni vol vC2, stage 2 coni vol vCu, unblocked vol 1615 1615 184 1471 1615 1132 368 1138 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6,9 4.1 4.1 tC, 2 stage (5) e tF (s) 3.5 4.0 3.3 3,5 4,0 3.3 2.2 2.2 pO queue free % 0 100 94 86 100 94 96 98 cM capacity (veh/h) 62 97 827 80 97 197 1187 610 Volume Left 11 0 Volume Right 0 11 cSH 610 1700 Volume to Capacity 0.02 0.11 ,.. -._, .. --.--.- ---.. Control Delay (s) 221.2 44,5 8.2 0.0 0.9 0.0 Lane LOS F E A A Approach Delay (s) 221.2 44.5 0.3 0.4 Approach LOS F E Average Delay 15.9 Intersection Capacity Utilization 66.6% ICU Level 01 Service C Analysis Period (min) 15 e 519/2005 Synchro 6 Report Page 1 TDI , Hwy 96 and Site Driveway Arden Hills Office Park 2007 P.M. Peak Hour - Build Arden Hills, MN . - '\ I' - " -f ..';lllf-iflB'rrr"._~_fli---'-lii!W'~""'l!,qi!it~"-__--~mili'__ : ,., .m::i!Z'1,.frw.'H1~,. i:;,~'. _~I.J;~I~;;~~~,.:. '~~,;;gI~~~,a'~0';~.:::':;~lli~" .', ~$i=~~gfu__ Lane Configurations tt r tt r Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 1260 10 0 1410 0 40 Peak Hour Factor 0.92 0.92 0,92 0.92 0.92 0,92 Hourly flow rate (vph) 1370 11 0 1533 0 43 Pedestrians Lane Width (It) Walking Speed (ftls) Percent J3lockage Right turn flare (veh) Median type None' Median storage veh) Upstream signal (It) 1086 pX, platoon unblocked 0.69 vC, conflicting volume 1380 2136 685 vC1, stage 1 conf vol vC2, stag e 2 conf vol vCu, unblocked vol 1380 2196 685 tC, single (5) 4.1 6.8 6,9 tC, 2 stage (5) tF (5) 2.2 3.5 3.3 e pO queue free % 100 100 89 cM capacity (veh/h) 492 26 391 685 685 11 766 766 43 Volume Lelt 0 0 0 0 0 0 Volume Right 0 0 11 0 0 43 cSH 1700 1700 1700 1700 1700 391 Volume to Capacity 0.40 0.40 0.01 0.45 0.45 0.11 - . .. .. .-..-. ~~.., . Control Delay (s) 0.0 0.0 0.0 0.0 0.0 15.4 Lane LOS C Approach Delay (s) 0.0 0.0 15.4 Approach LOS C Average Delay 0,2 Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 5/9/2005 Synchro 6 Report - Page 1 TDI , . . . Planning Commission Meeting June 1, 2005 Attachment 4b - 4 e . (-- , , , --:1 ., " , ' ,,,' I ~! -- ":" ' , , Il'l' . , "I', ,,' ~ 1\' 'l; 1"'1' -.. ~ II "I I >' ,~, . " ' , ',1" ! :' I o ,., f ~, ,,- I,"" " , '~l Or" l': "~ ,!.! .~.~ I' i ' ' , to':r _ '-_ \_ _ _ __ _ --'- _ _ I ~ .,.// ",~I NOO'3S'24"W :~l' ~'i!:~ II ....~.;';:I, 'I" I" -n 11' '." ' . "32866' " 0 " ' , '~.., "". .1 '" '''"' .1 '" '_I' .' ,,- --,' ' ~ oK ~ ' " ,.." .., ,,~, " ' . "". " , " " " -n '. "\,~, r-.- .." I !U c "., .l'" ~~W^,o 0 . c: m '" ,'P:i! !..a~_ ' ___05__,Uh,", --I(f>(f>- r 0'''" "n, .' 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'II ,~0- '" p ~ 3!l. ~" '.' 1[< i: ] ;~ l '0- Q Ci . o . _ I ~~ l ,"' I ~ ,<,<~; . d I~!' >0 ~'~ I' C} " " , -< 'I ""' > ~ ,,^,",,'w'il'.t ,:; :', : ~ ~; 11 b ~'I(tJ S;; o "" I'" " , ii\ .. ' . I 1>- _ ,,' l _ . , , ,-.,' >1 -, 1 i; '. ""'" ~ ',,/ ,,' ~ : . ' \ ~ \<1".'" ." ~ . 1'" i"'" C" ' ". ,1 ,13. ,,,,,,"' ,"" "_', '-', , "0 I - / I IQ- "r ,,-' ~', < ~ " O~~~~ I,:.",,,, "/'1'[''''.'''''' ,I T ,'~ t.i: " ,., ...."0" "1 I ;::>(1' . o ~ . "'"'' ' " .. , .' ~ ' n"i~ I' '1' ,. ',: io',',,, '~ $(-' eEl Im~ ,\.. 'i" ",."",,'" ' I ' II"~ .... ".'" ~1" .~' I I I~~ i a- ":/ i,[ I 0- '.~ " V) ;~ e-'-" .. ' Z ,.. ' G I ~ ~~"~:-~ , ___,,_ I e Planning Commission Meeting June 1, 2005 Attachment 4b - 5 e e II. SPECIAL REQUIREMENTS FOR THE NEIGHBORHOOD BUSINESS (NB) DISTRICT. . 1. Procedure. The application and the administrative and review procedure established in Section 8, Special Use Permits and in Appendix A, Procedural Manual, shall be followed for all development that involves new building construction, modification of a budding's exterior or modification of the site. Special Use Permits arc not required for pennitted uses that occupy approved buildings that do not require exterior huilding modification or site modification. This provision is subject to any modifications or additions set forth in this Section. The prescribed procedure may be modified by the City to allo\v plalUling flexibility and to encourage cooperative dialogue between the applicant and the City. 2. Special Regulations for Permitted Uses in the NB District. Pennitted uses are allow.cd as specified in the Land Use Chart, Section 5, E, for the NB District. However, this ordinance specifics additIOnal requirements for Clinics; Financial Institutions & Service; and Rctail Sales & Service. These uses can, ifumestricted, place unacceptable levels of traffic on these sites and streets that would negatively impact adjacent residential uses outside the neighborhood business district a. Clinics shall not exceed 3,000 gross square feet b, Financial Institutions & Service shall not exceed 5,000 gross square feet, nor include a drive thru facility, nor include an outdoor or detached automated kiosk. c, Retail Safes & Service shall not exceed 3,000 gross squarc feet These uses shall only include: antiques, art and school supphes, bakeries, bicycles (not motorized), books, stationery, candy, camera and photographic supplies, carpets and rugs, china and glassware, clothing and costume rental, convenience store, custom dressmaking, drugs, dry goods, florist, garden supplies (year-round operation only), gifts, grocery, hardware, hats, hobby shops, household appliance repair, interior decorating (no retail funliture sales), jewelry, locksrnith shops, musical instruments, paint and wallpaper, shoes, sporting goods, tobacco, toys, and wearing apparel, and similar type uses. Automobile related business, liquor stores, and restaurants, exceeding 40 percent in gross liquor receipts of the total food and hquor receipts, would not be allowed in the Neighborhood Business District. e 3_ Special Regulations for Special Uses in the NB District Special Uses. are allowed as specified in the Land Use Chart, Section 5, E, for the NB District. However, this ordinance specifies additional requirements for restaurants and multiple family and tv.ro-hunily dwellings unit,;;. These uses can, if unrestricted, place unacceptable levels of traffic on these sites and streets that would negatively impact adjacent residential uses outside the neighborhood business district a. Restaurants shall not exceed 3,000 gross square feet. Exterior seating will be considered based on its impact on adjacent residential uses outside the neighborhood business district. b. Dwellinf! Unify shall he loc.ated v,rithin a mixed use development including non-residential structures. 4. District Requirements: (The district requirements in Section 5.F. for the NB DistTict will apply). To further accomplish the stated purpose of the NB District, developers are encouraged to plan their sites in the spirit of the purpose and intent ofthe Planned Unit Development provision in Section 5. L. At the time of submittal for the Special Use Permit and Site Plan Review, the applicant shall identify modifications to the standard zoning requirements otherwise applicable to the site and the reasons why the modifications would be in the public interest and would be consistent ,,\lith the purpose of the distnct. The applicant shall demonstrate to the satisfaction of the City that the proposed uses, lot sizes, height, use mix, location and relationship with other existing and proposed uses are compatible and complementary both iutemally and with adjacent uses, and meet the intent of the City as expressed in the NB District purpose and the above criteria for allowable uses. 5. Building Exteriors. Site Features and Site Development. Accomplishing the stated purpose of the NB District requires particular concern for the design of buildings, site features (such as landscaping, lighting, and signage) and site design. The arrangement, geometry, massing, materials and colors shall be responsive to existing buildings, site features and site design on adjoining sites in the district. - The City Council will makc the final determination on the compatibility and consistency "vilh this provision. a. Landscaping for the site shall comply with Appendix ^ of the Zoning Ordinance. In addition to Appendix A landscaping shall be provided at the rate of three caliper inches per 40 feet of public street frontage 5,9 b, Buffer yards 30 feet in \vidth shall be provIde adjacent to all residential uses outside the neighborhood t ~ business district. The buffer yard shall be landscaped v.:ith a combination of evergreen trees (six-foot high minimum) and deciduous trees (three-inch caliper minimum) such that the use is effectively screened from i the adjacent residences. The buffer yard landscaping shall not be included into the minimum landscaping . calculation (Section A, 5, a). c. Hours of Operation shall be prohibited between the hours of 11:00 p.m. to 6:00 a.m. All deliveries and loading shall be done during normal hours of operation. d. Sloped ROOj5 shall be utilized on all principal and accessory SlHlctures. Roofing materials and design shall be consistent with those found in the adjacent residential neighborhoods outside the neighborhood business district. e. Exterior Materials shall include only face brick, stone, glass, or natural wood products. All walls shall be treated with the same exterior materials. f Lighting shall adhere to the requirements of Section 6, E, J, of the Zoning Ordinance. Lighting shall not be permitted to wash the building, except for accent lighting to dehneate the main entryway into the building. Security and parking lot lighting shall be on pedestals not to exceed 14 feet in height. g, Trash shall be fully screened in a masonry enclosure or shaH be stored within the principal structure. h Vending Machines shall be located on the interior of the principal structurc. I. Bicycle Racks shall be provided in an area that is convenient to the main entryway into the building. J Sidewalks shall be provided adjacent to all public rights,of,way. k, Gateways, where applicable, should be incorporated into the layout of the site. The 1985 Parkway System Feasibility Study and the Comprehensive Plan provide additional guidance on the incorporation of gateways. I. SPECIAL REQUIREMENTS FOR THE B-3 SERVICE BUSINESS DISTRICT. L Procedure. The application and the administrative and review procedure established in Section 8, Special Use Permits and in Appendix A, Procedural Manual, shall be followed for all development that involves new building construction, modification ofa building's exterior or modification of the site. Special use permits are not required for permitted uses that occupy approved buildings that do not require exterior building ) modification or site modification. This provision is subject to any modifications or additions set forth in this C Section. The prescribed procedure may be modified by the City to allow planning flexibility and to encourage e cooperative dialogue between the applicant and the City. L Permined (Jses. Permitted uses are allowed as specified in the Land Use Chart, Section 5, E, for the B-3 District. 3. Uses Allowed by Special Use Permit. a. The above pennitted uses, if construction of a new building, modification of a building's exterior, or InUUiilCOJ.Ll.Ol; ui tl::t: ::;Ht: 1::; iUVUJvt:u. b. Uses allowed by Special Use Pennit as specified 011 the Land Use Chart, Section 5, E, for the B-3 District. 4. Special Regulations for Drive-In Businesses and Fast Food Restaurants in the B-3 District. Section 6.D of this zoning ordinance, specifies additional requirements for drive-in businesses, fast food rcstaurants and automobile service stations. This paragraph (4) is a provision whereby the proximity requirement of 1,320 feet between drive-in busincsses or fast food restaurants may be waived if the following conditions are met: a, The operation consists of one or more drive-in businesses or fast food restaurants and is an integral part of a building containing one or more other allowed uses, or the operation is pMt of an architecturally unified "food court" or "drive-in service court" complex containing two or more restaurants, fast food restaurants or drive-in businesses. b. Shared access drives and shared parking are utilized by all such restaurants, fast food restaurants or drive- in businesses in saId building or complex. (J c. Only one "food court" or "drive-in business court" or building containing fast food restaurants or drive~in e businesses will be aIlO\ved in addition to one freestanding fast food restaurant. d. The architecture and the site, grading, circulation, landscaping, screening and sfgnage plans shall unify the appearance and function of the complex or building. 5-10 . . Planning Commission Meeting June 1,2005 Attachment 4b - 6 e e ^ . May 24, 2005 . Plan Commission Members City of Arden Hills This relates to Planning Case 05-12, the Office Park proposed to be on the former city hall and maintenance facility site, J 440-1450 Highway 96, and is further to our communication about it dated April 23,2005, based now on the official proposal to come before you on June I rather than on the preliminary one discussed at the neighborhood meeting April 19. Arden Hills Nortb Homes Association (AHNHA) represents tbe 140 townhomes situated directly south of and adjacent to the proposed development Our residents and Board of Directors are not opposed to an office park on the site if it is consistent in both letter and spirit with the applicable NB zoning. However, we continue to have serious reservations about the proposal, notwithstanding minor modifications of, and the provision of additional details beyond those in, the preliminary proposal. Accordingly, we are listing those reservations at this time based on the revised proposal as we now know it, and will augment them orally at the hearing on June I, In addition, many of our 140 resident families may wish to comment independently in writing or verbally at the hearing, along with others residing on Arden View Court (Townhouse Villages of Arden Hills Association) and on Keithson Drive, as well as the management of Children's World. Access. I) Of the two accesses to the subject property, the one offHamline Avenue is of the most concern. Traffic entering or leaving from or to the north and entering from the south must cross e two lanes of traffic already congested at times, Congestion is due to increase anyway over the next several years because of a major increase in employment at Guidant, with even more in future years due to development of the TeAAP property. Exiting to the soutb even now frequently requires breaking into a solid line of traffic. We already experience this a short distance further south at Arden View Drive, but the difficulty would be exacerbated by proximity to the Highway 96 intersection, 2) We have read the traffic study and note the tentative nature of its conclusions, including its recommendation tbat 50-foot radius turns be provided on both sides of the entrance onto H.amHne "cvhich are not gh0~vn 0~ th~ ntat R!!d t:~r ~~rhich there m~v not he !'00ITL e~JeD: if 3D: existing utility pole can be moved. 3) The easement from Hamline Avenue is on a hillside. Locating a driveway on it will necessitate grading and retaining walls above and below it, not shown on the plat How about drainage, and protection of residents (including children) from falling? We see no detail in the plat that answers to this, 4) The apparent main entrance to the property directly off Highway 96 is available only eastbound, necessitating westbound traffic to V-turn at the Keithson Drive intersection, The traffic study was equivocal about this, stating "it is believed that the V-turn can be made safely," and that "County staff will ban V-turns at the intersection if a problem arises" Drainage. 5) With several acres now in grass or bush to be covered by impervious buildings and parking or driveway surfaces, we request professional confirmation of exactly which elements of the property constitute the claimed "40.3% open space," The amount of true green space seems extremely limited except in two spots, but could be increased if the number of units were to be e decreased to, say, 24 rather than 30. Proximity. 6) The whole project is immediately adjacent to a residential area, especially the two 5- unit buildings along the south border (Lots 4-8 and] 5-19). The setback there has been increased . , to the 30 feet required by NB zoning (from a previously inadequate and noncompliant 20 feet) and the ordinance requires specific landscape provisions in that buffer yard that are !!Qt to be . included into the minimum landscaping caiculation for the project as a whole. The 3-unit building along the west border (Lots 1-3)squeezes the asphalt trail between its rear wall and the rear lines of the Keithson Drive lots, and will require the removal of most of the existing large trees, even though a few have been identified to remain. Lighting. 7) In the revised proposal, parking lot lighting pedestals have been reduced to the 14 feet maximum allowed by NB zoning, However, the one of these closest to Lot 20 is also the closest to residences at 1389 and 1390 Arden View Drive, is not needed for adequate iUumination, and should be eliminated along with the southermnost three parking stalls there. This would still leave a total of 303 parking stalls, four more than the target number of 299. Appearance from Highway 96. 8) The 30-foot buffer yard behind Lots 1-8 and 15-19, even if planted according to NB zoning requirements, will require some time to contribute to the present wooded background appearance, which will thus result entirely from trees on AHNHA common land. The isometric view of the PUD with the proposal documents represents an artist's future concept, with trees that will not effectively be there for years, and shows no signage or parking lot lighting, Signage. 9) While the requested area of the entrance sign on Highway 96 has been reduced from 200 to 120 square feet, double the 60 sq, ft, allowed in the NB district. Similarly, the unit wall signs shown on the front elevation are a lighted 30 sq, ft, with an "optional" additional overhead sign on each unit that appears to be about 2' x 10' or at least 20 square fee, a total of 900-1,500 square feet of unit signage. In contrast with this, the wall signs in a very similar project in e Lakeville by Royal Oaks Realty appears to be about 6 square feet and look quite attractive (see photos included), Cub Foods on Lexington was restricted to 100 square feet. If you can allow the main sign to be double the NB maximum, you can also hold the individual signs to less than the maximum, when they can't be seen from Highway 96 anyway. We take strong exce,ption to both the lighted 30 sQ ft, and the "optionaY' 20 sQ, ft .unit wall signs Safety. ~ 0) 'T'h'0 0C:'!!'~ ~~~ I~12 ,=.:::::~~ b~~-:~~~;:! ~!:s ':':~I::;;;"1' :iD::;~~ts ~G be U2 TIluch ~~ I I t~;:;t deep, with 2 and 3-story building heights showing along its south side, as well as along the east side of the e adjacent building, due to walkouts. The plan shows walkouts on both the 6- and the 5-unit buildings (Lots 20-25 and 26-30), How will the pond be fenced or otherwise protected from children? Also the nature of any fencing or other barrier or demarcation along the south border with Arden Hills North Homes Association or the east border with Children's World should be indicated. Occupancy. 11) We request assurance in writing from the city or the developer or both 1) that only one office (with no retail) would be permitted per unit, whereas the walkouts might accommodate two businesses via lease, even if each unit had one owner, and 2) that no subsequent amendment to provide for any residential use would be requested or honored. Arden Hills North Homes Association Original signed by the following Board members: David J Ehresman, President James J Pinckney, Board member e Sharon Redman, Vice President George Redman, Board member Shannon Baker, Secretary Robert Anderson, Board member Carl M Westby, Jr., Treasurer Hank Snyder, Board member Elwood F. Caldwell, Board member - ---- ..--.....-------.- . I I e .' Durand & Associates il["())j('(j\' 1\:l(l!'ldl'Crncnt. In( I ,,' e May 18, 2005 City of Arden Hills Peter Hellegers, City Planner 1245 Hwy 96 Arden Hills, MN 55112 Dear Mr. Hellegers: I am wliting to you on behalf of the Board of Directors of the Arden Hills North Homes Association, a 140 unit townhome community in Arden Hills. The Board has asked me to inquire on Planning Case # 05-l2, a PUD to allow 76,000 square feet of office space in the old City Hall and Public Works garage site, .. The South border of this site is the North border of the Association's property. The . Board respectfully requests a copy of the survey you have completed along our common boundary. We are also requesting a copy of the POO application, Wc want to be sure our boundary is respected and that we are allowed to sharc any concerns we have about the development. Please contact me at 651-379,3173 or via e-mail at iursino(ciJ,durandandassociates,com so - - -" -. ~ .-_~- ---- On behalf of the Arden Hills North Board of Directors. Sincerely, \ . rf\V-- v John A. Ursino Property Manager Durand & Associates Property Management Inc. cc; Board of Directors e f: ~~1 _:;;_ ';:'~ ,:),:)I~:I_; P_~.\':;[j~_\~:-)I )(1, .. -:~U~)J lfID." ,'. '," 0~h .'. . ~.-.. ,.-,.."; Page 1 of 2 , Hellegers, Peter e From: WIEMANN9@aol.com Sent: Sunday, May01, 200512:13 PM To: peter. hellegers@ci,arden,hills.mn.us Cc: Donna. wiemann@ci.minneapolis,mn.us Subject: PC#05-12 Follow Up Flag: Follow up Flag Status: Completed Dear Peter, t reside at 1406 Arden View Drive which is directly south of the vacant Arden Hills public works building, My husband and I are 30 year residents of Arden Hills....a great community. t have read the rr,aterials about the proposed PUD for 30 office condos and my husband allended the first meeting about this topic. I offer the following comments and request your response: 1. Currently there is considerable amount of vacant office and business space in the metro area. I realize that the proposed condo office will be ownership, however a) has there been a market study and, fi so, what does the market study say? b) will the City require Royal Oaks Realty to have presold a certain percentage of the space prior to sale of the property or will the development be completely speculative? c) what will be the size of each condo space? e d) whal will be the sale price per square foot of the condo space e) has the Ctiy received in the recent past inquires from business owners looking for space in Arden Hills ...getting back to the question of how likely will the spaces be sold? 2. I strongly encourage that the City hold the developer to its maximum height for parking light poles, I am assuming that the lighting will be on al night and would like to know how the lights will impact the residential area to the south to the extent it can be determined at this time. 3, Who Will be the property management company for the office condos? 4. Is there a possibility that the # of condo units could be reduced? If a reduced # of condos were developed, e.g 24 condo units, what are the repercussions e.g would the project still be a go, would the numbers work, and so forth. 5. Was the propcrty in quesiton RFP'd? What is the background leading up to the City considering a propoeral from Royal Oaks Realty? 6, Right now there are some dead and dying trees on the Ctiy property north of the property line between my home and the former public works maintenace garage, I know they will be removed and want to encourage City staff to really push for plenty of trees to be planted along the south side of the the developn:ent to insure the best buffer possible, 7. I suggest that the City require the developer to pul money in the development budget for insuring satisfaction of the projject development For example, if there turns out to be a huge problem with the trees or landscaping serving as a buffer, that the developer has money available to work out the problems, Or if there is a problwem wityh drainage and the developer needs to remedy I am certain there are other examples, but this is the only one I can think of at this time. Thank you, e Sincerely, 5/27/2005 Page 2 of2 . Donna Wiemann _1406 Arden View Drive Arden Hills, MN 55112 612,673-5257 651,636,5499 wiemann9@aol,com donna, wiemann@ci,minneapolis,mn.us ~ e 5/27/2005 . . - April 23, 2005 Plan Commission Members City of Arden Hills This relates to Planning Case 05-12, the Office Park proposed to be on the fonner city hall and maintenance facility site, 1440-1450 Highway 96, Arden Hills NOIih Homes Association (AHNHA) represents the 140-unit townhomes situated directly sOllth of and adjacent to the proposed development. Our residents and Board of Directors are not opposed to an office park on the site ifit is consistent in both letter and spirit with the applicable NB zoning, However, we have serious reservations about the initial proposal as discussed at tbe neighborhood informational meeting on April 19, and understand that it will be substantially modified i prior to presentation at a hearing on June l. I Accordingly, we are listing those reservations at this timc based on the initial proposal as we now know it. We understand that a modified proposal would be available for our inspection in mid May prior to your meeting on June 1, and are planning to present further comments to you then. In addition, many of our 140 resident families may wish to comment independently in writing or verbally at the mceting, along with others e residing on Arden Vicw Court (Townhouse Villages of Arden Hills Association) and on Kcithson Drive, as well as the management of Children's World. Among other steps taken to assess thc probable impact of the proposed office p:;rk, we have toured and photographed a similar development by Royal Oak Realty in Lakeville having similar building likely using the same or very similar plans. t\l,10 !hc lJ.fODertv 0(~ th" ,.,nt' .~rf A venue is of the most concern, Traffic entering or leaving from or to the north must cross two lanes of traffic already congested at times; the same applies to entering from the south, while exiting to the south much of the time requires breaking into a line of traffic. We already experience this a ShOli distance further south at Arden View Drive, but the proposed new entrance/exit will be worse due to its proximity to the Hamline-96 interscction, The County traffic engineer must be consulted and pern1its issued for such an entrance or exit. 2) The casement from Hamline A venue is on a hillside, If a driveway is located in it, how would the area above and below it be graded or retained to prevent erosion? Where will the drainage go" And will the edges of the retaining wall or grade be protected by railings or a fence to protect residents (including children from the adjacent daycare facility) from falling? e 3) The apparent "main" entrance to the property directly off Highway 96 is a,,'ailable only eastbound, necessitating westbound traffic to U-turn at the Keithson Drive ----- . . intersection, which Kcithson Drive residcnts find ohjcctionable, apart from any e interference with other eastbound traffic that may rcsult. Again, a County permit will be req u ired, 4) With several acres now in grass or bush to be covered by impervious buildings and parking or driveway surfaces, where will the iucreased runoff go? The extremely limited amount of green space except in two spots could be increascd if the number of units wcre to be decreased to, say, 24 rather than 30. 5) Thc whole project is immediately adjacent to a residential area, especially the two 5-unit buildings along the south border. Thc setback there appears to be 20 feet, whcreas NB zoning requires "Buffer yards 30 fect in width [to] be provided adjacent to all residential uses outside the neighborhood business district," with specific landscape provisions that are not to be included into the minimum landscaping calculation for the projcct as a whole, Moreover, the 3-unit building along the wcst border sque~zes the asphalt trail between its rear wall and the rear lines of the Keith son Drive lots, and would require the removal of the few large trees that remaiu on the property from its former use, 6) Where parking lot lighting on the Lakeville project is on poles that appear to be 25 feet high, Arden Hills NB zoning requircs pcdestals not to exceed 14 fect high. This is especially important adjacent to residences on thc west and south sides. 7) Where the required 30-foot setback might allow the retcntion of some existing - large trees along the south border, the initial proposal would apparently require the removal of all natural vegetation, even if partially replaced later by nursery stock. Loss of all trees along the south border would leave a woodcd background appearance from Highway 96, but it would result entirely from trees on AHNl-IA common land. R)()ur e~.titn~t(': of nlP. 8ff':8 nf !hP p..,f~',""r''''':' ~; "'''1 4;fTh.y,,~, o~ . heIght above ground of 15 ft., whereas the sign ordmance allows only 60 sq, ft. in the NB district. Similarly, the unit signs shown on the front elevation are 20 sq. ft. versus 6 sq, ft. allowed on individual units in the NB zone. Signs of about this size on units in the Lakeville projcct look OK. 9) The pond in the NE comer behind the dayeare center appears to be at least several feet deep, with 2 and 3-story building hcights showing along its south side, as well as along the west side of the adjacent building, duc to walkouts, The initial plan shows walkouts on both the 6- and the 5-unit buildings thcre, although it was claimed at thc neighborhood meeting that there would be less. How will the pond be fenced or otherwisc protected? 10) \Ve requcst assurancc in writing that I) only one office would bc permitted per unit (whercas the walkouts might permit two via lease, even if each unit had one e owner), and 2) that no subsequent amendment to providc for any residential use would be requcsted or honored. , . . - 11) The nature of any fencing or other barrier or demarcation along the south border with AHNHA or the east border with Children's World should be indicated. Arden Hills NOlth Homes Association Original signed by the following Board members: David J. Ehresman, President Sharon Redman, Vice President Shannon Baker, Secretary Carl M. Westby, Jr., Treasurer Elwood F. Caldwell, Board member James K. Pinckney, Board memher George Redman, Board member Robert Anderson, Board member e e . . e April 19, 2005 To Whom It May Concern: We are unable to attend the meeting tonight, but we do have definite problems with what we understand will be the entrance and exit plans for your development. A road running south of the day care facility will go right past a number of Arden Hills North units. We feel strongly that all entrances and exits to your office complex should be from highway 96 and that both left and right hand turns to and from the omplex onto 96 should be provided for. The costs of road access from highway 96 should be borne by the developer. We feel strongly that your development should have nearly no impact upon the housing units nearest to it. If a road south of the day care center going out to Hamline Ave, is deemed necessary for safety, it should be for emergency vehicle use only--but we hope such a road would not be needed, We would appreciate it if you would read this letter at your meeting. Sincerely, /,/'" / ~/~ o,J I' (/((ol2~_ c'\, '" v ' C."'--/t.\'-. . "","_"..,_.__,_~ .,- '~'.. 2,0'-'--- r-'____. 1 --- ---" e Dan and Kathryn Kuehn 1362 Arden View Dr, Arden Hills, MN 55112 e . . Hellegers, Peter From: Judith Strom Ustrom@superiorassociates.com] e Sent: Tuesday, Ar-ril 19, 20056: 11 PM To: pete r, hellegers@ci,arden-hills.mn.us Subject: Royal Oaks Realty Development I ''''QuId like to express my opposition to the development planned on the site of the former city haJl. This is too large of a development for the site; it would add much traffic to an area that has more than enough. One cannot exit onto Hamline in the morning or during the evening rush hour. Also, this would destroy a wooded area that adds to the neighborhood. I believe 'Lhat this development, as currently planned, would definitely hurt our property values and neighborhood and I urge the City ti rej ect. it as it stands. Thanks Judith Strom 4476 Arden View Court Arden Hills e e 1 Page 1 of 1 . . 6 Hellegers, Peter _~~^___,__,,_,_,________~,_______,_ _~,__._.____~ _____~____.~__.~~_._____.'m __.__."._ -- - ',.-- -., -_._,--- -- -- -- ----------_._-----~...~ -----.---------.-.---.----,---.--. From: JAMES HARTSOE [JRHARTSOE@MSN,COM] Sent: Tuesday, April 19, 2005 10:50 AM To: peter, hellegers@ci.arden,hills,mn.us Dear Peter, I have received information on the neighborhood meeting scheduled for this e"ening or; Project PC#05-12, PUD & Plat. I am the president of the Townhouse Villages of Arden Hills Homes Association located on Arden View Court, Our board meets this evening and I canot attend the meeting, But I do want to raise some questions on the proposed plans. In looking at the preliminary plat and site plan of Arden Hills Office Park, it shows seven buildings and a lot of paved parking area, Will this not cause a lot of run-off water? It appears there is too much paved area, I also believe that 30 offices is too many for this small an area. You are going to cause problems for the Day Care center, with the additional traffic going in and out of the office park, There is already heavy traffic on Hamline Avenue, The people who seek to access Hamline Avenue from Arden View Drive have difficulty doing so between 7:30 and 8:30 a.m. and also again between 4:00 and 5:30 p.m, This will also be true of those who use the office park. e Will this office park be used only during day time hours or will it have some offices used at night? Will it be a lighted parking area all night long? I believe the current proposal is going to create many more problems for the residents of this area, and for the city of Arden Hills, If you wish to proceed, then I believe it should be scaled back so that there are not more than 20 offices in this small area, and more natural space ( unpaved or wooded area) provided, ..:J.nl~t::leIY, James R. Hartsoe 4430 Arden View Court Arden Hills, MN 55112 651 639-9963 ~ 41l9/2005 Page I of I . . Hellegers, Peter ~ - --.- ,---.------.--.. '-._--. ."------ From: Warren Pakulski Ipakulski1809@comcast.net] Sent: Wednesday, April 13, 2005 8:11 AM To: peler, h ellegers@ci.arden-hills,mn.us Subject: PC#05-12, PUD and Plat Royal Oaks Realty Peter, sorry I have a conflict on April 19th, but will try to attend the May 5th Planning Commission Meeting on the above subject My recommendation is a concern in seeing the parking lot and cars from 96 when this project is completed, Just drive south on 35E, between Highway 36 and Larpenter. On both sides of 35E are business parks which have the buildings in the back of the lot and the parking in front Very big eye sore to see all that black-top, oil drip spots, and cars parked, I thought the modern trend was to put the buildings by the street and enclose the parking or put the cars in back? Look at the business village in Maple Grove, or the Senior Housing in Shoreview, on the east side of Lexington north of Lake Josephine, or the Senior Housing on the corner of southeast corner of Snelling and Larpenter, Both projects have the buildings on the street and the parking out of view. What I propose for the above project, is to move or reposition the building shown with units # I 4,5,6,7 & 8; and, building shown with units# 15,16,17,18,19; from the back (south side) of the lot to the edge next to 96 (on the north side). This way we would only see the buildings and not the parking lots and cars ( in some years the big piles of snow that are plowed from the lots) from 96, and, the buildings would not be seen by the town houses to the south of the project. ~ ~ :' ~ -"", ';:J _.~ ".-" "._'i v,;u '--'!".ii' ''-''vI! that evening) but will be at the Planning Meeting on May 5th. Please contact me if I have been unclear. Please pass my comments to the Mayor and Council Members, Thank YOU. Warren Pakulski 4545 Pleasant Drive 651.6389338 (office) 651633.4833 (home. e 4/1 V200S " . . - Planning Commission Meeting June 1,2005 Attachment 4b - 7 e e / . , , - Planning Commission Meeting Jnne 1, 2005 Attachment 4b - 8 e e