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HomeMy WebLinkAbout2005-063 Council Resolution• • Apollo Landing, page 11 CITY OF LINO LAKES RESOLUTION NO. 05 -63 RESOLUTION APPROVING THE CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT; DEVELOPMENT STAGE PLAN /PRELIMINARY PLAT; AND ALLOCATION OF 2.5 ACRES OF COMMERCIAL M.U.S.A. FOR APOLLO LANDING WHEREAS, the City has received an application for conditional use permit, development stage plan/preliminary plat, and allocation of commercial MUSA approval for property currently described to -wit: Parcel A That part of the West 660.00 feet of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota lying South of the North 500.00 feet and North of the South 500,00 feet thereof, according to the US Government Survey, Anoka County, Minnesota. AND That part of the West 500.00 feet of the Southeast Quarter of the Southwest Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, lying easterly of the following described line: Commencing at the Southwest Quarter of the Southwest Quarter of said Southeast Quarter of the Southwest Quarter; thence Easterly along the South line of said Southeast Quarter of the Southwest Quarter a distance of 320.00 feet to the actual point of beginning of the line to be described: thence Northerly at a right angle, a distance of 500.00 feet and there terminating, subject to easements of record, if any, and road right of way. Parcel B That part of the East 160.00 feet of the West 660.00 feet of the South 500.00 feet of the Southeast Quarter of the Southwest Quarter of Section 8, Township 31, Range 22, according to the US Government Survey thereof, Anoka County, Minnesota, lying North of a line being 50.00 feet North of the centerline of public street described as follows: Commencing at the South Quarter Corner of said Section 8, Township 31, Range 22; thence on an assumed bearing of West along the South line of said Southeast Quarter of the Southwest Quarter a distance of 836.79 feet to the point of beginning of the centerline to be described; thence Northeasterly 1124.51 feet along the arc of a non - tangential curve, concave to the Southeast, having a central angle of 78 degrees 42 minutes 57 seconds, and a radius of 818.31 feet, the long chord of which bears North 67 degrees 05 minutes 31 seconds East 1038.14 feet; thence South 73 degrees 33 minutes 00 seconds East a distance of 221.72 feet, more or less, to the centerline of Lake Drive and there terminating; subject to easements of record, if any. ; and WHEREAS, the applicant is proposing to subdivide the property into five parcels described as Lots 1 -5, Blocl 1, Apollo Landing; and Apollo Landing, page 12 •ERJEAS, the conditional use permit for a planned unit development; the development stage plan/preliminary Plat; and allocation of commercial MUSA approval request is based on the following submittals: • Architectural Design Standards revised April 26, 2005. • Lighting Plan and Cut Sheets received February 28, 2005. • Elevation received January 10, 2005. • Apollo Landing Plan Set received January 10, 2005. • Revised Grading, Drainage, & Erosion Control Plan received April 4, 2005. and WHEREAS, at their meeting on April 13, 2005, the Planning & Zoning Board conducted a public hearing and recommended approval of the conditional use permit for planned unit development; the development stage Plan/preliminary plat, and the allocation of commercial MUSA subject to the conditions listed in the meeting minutes; and WHEREAS, the proposed conditional use permit; development stage plan/preliminary plat; and allocation of commercial MUSA meets the requirements of the City's zoning ordinance and subdivision ordinance subject to certain conditions of approval. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the conditional •use permit for a planned unit development; the development stage plan/preliminary plat; and the allocation of commercial MUSA for Apollo Landing subject to the following conditions: 1. By -laws for the developments association must be submitted for review and approval by city staff prior to the final plat being reviewed by the city council. These by -laws must include a joint access /shared parking agreement for the entire site. 2. The architectural design standards approved as a part of this application must be supplied to each incoming tenant upon signature of a lease. 3. The architectural design standards required to be approved by the City Council as part of any Planned Unit Development can not be modified imless reviewed and approved by the City Council. 4. A development agreement must be executed between the developer and the city prior to the execution of a final plat for the site. 5. Appropriate .drainage and utility easements must be shown on the final plat. 6. The proposed development is subject to Anoka County Highway Department requirements, review, and approval. 7 Prior to the issuance of building permits for each building city staff must review and approve a photometric lighting plan of the entire site including all previous construction on the site. • 8 9. 10. 11. 12. Apollo Landing,page 13 Prior to the issuance of building permits for each building city staff must review and approve a landscaping plan of the entire site including all previous construction on the site. City is willing to allow for a reduction in the number of parking stalls with the goal being to have the appropriate amount of parking. Pedestrian access in addition to the sidewalk depicted along the entry drive must be added to the site. Each building site plan and elevation shall be reviewed administratively by staff. The applicant must comply with all comments of Anoka County and obtain the appropriate county permits for work within the street right of way. BE IT FURTHER RESOLVED that the development of the property shall be subject to the Apollo Landin Site Desi n Guidelines attached hereto as Exhibit A and made a part hereof. Unless otherwise specified herein the development shall be subject to the provisions of the Lino Lakes Zoning Ordinance and all other applicable chapters of City Code. Passed by the Lino Lakes City Council this 9th day of May 2005. • • lfArl John (:erges•n, Mayor Apollo Landing, page 14 • EXHIBIT A APOLLO LANDING SITE DESIGN GUIDELINES TO BE ATTACHED. • DRAFT 5/2/05 Apollo Landing Site Design Standards CONTENTS 1. Building Design Standards II. Landscaping and Aesthetics Ill. Sign Plan Data exhibits IV. Lighting Plan Data exhibits V. Site Maintenance Apollo Landing Site Design Standards page 1 DRAFT 5/2/05 • L BUILDING DESIGN STANDARDS The design features of the individual buildings will include a select variety of design materials which will feature a combination of natural earth tones with appropriate accent colors, together in a very distinct, handsome architectural style that is in scale with the site and the surrounding land uses. Equinox Development may, at its discretion, retain review authority through restrictive covenants on the individual properties to insure compliance with the proposed commercial neighborhood architectural design theme. This authority, however, is subordinate to the City of Lino Lakes review authority. All proposed buildings will be required to create a pedestrian friendly streetscape image. Limitations will be created for detached accessory structures. Building massing for all individual buildings and for the arrangement on the site will combine with landscape elements and lighting to highlight entry and sequence. Each building's exterior elevation will work within the time honored aesthetic vocabulary of three -part composition. A base, middle, and top will each be articulated to give clarity to the buildings as well as tie all elements of the site together in a simple cohesive composition. Color and texture will be used to denote these differences. Common materials will tie the complex together. Buildings shall generally relate in scale and design features to others on the site and to other developments in the area, showing respect for local context. Equinox' intent is to create a complex in tune with Lino Lakes Marketplace and Legacy at Woods Edge thereby creating triangular anchors supportive of a common architectural design and color theme. • • Buildings shall avoid long, monotonous, uninterrupted wall or roof planes. A wall surface shall be no longer than 30 feet without a break. Building wall offsets, including both projections and recesses, fenestration, and changes in floor elevations, where possible, shall be used in order to add architectural interest and variety, and relieve the visual effect of a single, long wall. Similarly, roofline offsets shall be provided, in order to provide architectural interest and variety to the massing of a building and relieve the effect of a Isingle, long roof. The maximum building. height shall be 45 feet. as defined in accordance with the City of Lino Lakes Zoning Ordinance. The front facade of a builciing shall be architecturally emphasized through fenestration, entrance treatments and details. The architectural treatment of the front facade shall be continued, in its major features, around all visibly exposed sides of a building. All sides of a building shall be architecturally designed to be consistent with regard to style, materials, colors, and details. All visibly exposed sides of a building shall have an articulated base course and cornice. The top of the base course shall align with at least the sill level of the first story. The cornice shall terminate or cap the top of a building wall, and must project out horizontally from the vertical building wall plane and may be ornamented with moldings, brackets and other details. The middle section of a building may be horizontally divided at floor, lintel or sill levels with belt or string courses. Gable roofs must be constructed with a minimum pitch of 9/12 to the greatest extent possible. Where hip roofs are used, the minimum pitch must be 6/12. Both gable and hip Apollo Landing Site Design Standards page 2 Deleted: Lino Lakes • • S!2/O5 roofs should provide overhanging eaves on all sides that extend a minimum of one foot beyond the building wall. Flat roofs are required on buildings of two stories or more in height, provided all visibly exposed walls have an articulated cornice that projects out horizontally from the vertical building wall. Architectural embellishments that add visual interest to roofs, such as dormers, belvederes, cupolas, clock towers and other similar elements are encouraged. Fenestration shall be architecturally compatible with the style, materials, colors and details of a building. Windows shall be vertically proportioned wherever possible. Windows shall be recessed a minimum of two inches from walls or exterior trim to create shadow for visual interest. Clear or low -tint glass must be used for windows and doors; mirrored glass is prohibited. To the extent possible, the location of windows on the upper stories of a building shall be vertically aligned with the location of windows and doors on the ground level, including storefronts or display windows. Blank windowless walls are not permitted. All entrances to a building shall be defined and articulated by architectural elements such as lintels, pediment, pilasters, columns, porticos, overhangs, railing, balustrades, and others, where appropriate. Any such element utilized shall be architecturally compatible with the style, materials, colors and details of the building as a whole, as shall the doors. Storefronts that are an integral part of a building shall be designed with the upper floors of a building to be compatible with the overall character of the facade. Ground floor retail, service and restaurant uses may have large pane display windows on the ground level. Such windows shall be framed by the surrounding wall and shall not exceed seventy -five percent of the total ground level facade area. Glass curtain walls are discouraged. Buildings with multiple storefronts shall be unified through the use of architecturally compatible materials, colors, details, awnings, signage, and lighting fixtures. Fixed or retractable awnings are permitted at ground level, and on upper levels where appropriate, provided they complement a building's architectural style, are compatible with its materials, colors and details, do not conceal architectural features, such as cornices, columns, pilasters or decorative details, do not impair facade composition, and are designed as an integral part of the facade. Canvas is the preferred material, although other waterproofed fabric may be used: metal or aluminum are not permitted. In buildings with multiple storefronts, compatible awnings must be used as a means of unifying the structure. Light fixtures attached to the exterior of a building shall be architecturally compatible with the style, materials, colors, and details of the building and shall comply with local building codes. The type of light source used on the exterior of buildings, parking areas, pedestrian walkways and other areas of the site, and the quality of light produced, shall be the same or compatible. Facades shall be lit from the exterior and, as a general rule, lights should be concealed through shielding or recessed behind architectural features. Mounting brackets and associated hardware should be inconspicuous. Apollo Landing Site Design Standards page 3 • DRAFT 5/2/05 1I. LANDSCAPING AND AESTHETICS Entry into the site will be facilitated by a large Pylon sign at the West side of the entrance . Upon turning into the site, a user will be visually led down the tree -lined main drive to the four -story hotel at the terminus. General site landscaping is detailed on the landscaping plan including: 1. Zrivacy fence at the perimeter of the property 2. Ten foot wide sodded area between fence and curb for parking lot /driveways 3. Planter islands down the main drive including Green Ash or other shade trees 4. Parking lot planter islands in Lots 2 and 3 including Flowering Crab trees 5. Additional Flowering Crab trees shall be planted throughout the site In regard to the items listed above, the following shall apply: 1. The visual impact of the privacy fence will be mitigated by clusters of vegetation plantings and /or tree plantings at a maximum of forty feet on center. For the west, north, and the northern half of th.e east sides of the property this landscaping will be on the inside of the fence. For the south half of the east property line the fence will be stepped in intermittently and in those areas the Plantings will be required on the outside of the fence. 2. Both sides of the fence shall be maintained in wood structural and visual condition. 3. Per the request of the City of Lino Lakes Enviromnental Board, native plant communities may be installed in lieu of sod. 4. Planter islands shall also include ornamental vegetation 5. Additional trees shall be planted at the perimeter and on individual lots. All building plans shall include a landscaping plan to be reviewed by the City of Lino Lakes. All landscaping will conform to the City of Lino Lakes requirements under "General Provisions" Section 3, Subdivision 4 -Q. All areas with sod, and curb islands with vegetation, will be irrigated. It is Equinox' stated desire that we encourage input from the City in regard to all aspects of landscaping elements. Site features such as water, public art, flags and banners are strongly encouraged provided they contain no commercial message. Should building planters be desired, they must be integral to the design of the building It is required that all constructed buildings in this development have a landscaping element, at a minimum of sixty percent of the lineal front facade, and sixty percent of one other side, at a minimum width of three feet. It shall be encouraged that these beds be lighted. All areas of land other than that occupied by building or impervious surface shall be landscaped with sod and /or mulch and/or ornamental vegetation and /or river washed rock material in planting beds. Final slope grades steeper than the ratio of 3:1 will not be permitted without special landscaping treatments such as terracing, retaining walls, or ground cover. All trees used within this site development shall be indigenous to the Apollo Landing Site Design Standards page 6 - 4 5 - Deleted: Treated woodp • • DRAFT 5/2/05 appropriate hardiness zone and physical characteristics of this site. All deciduous trees proposed to satisfy the minimum requirements of this development shall be long -lived hardwood species. All landscaping incorporated in the plan shall conform to the following standards: 1) All plants must be at least equal to the following minimum size: Potted/Bare Root Balled & Burlapped Shade trees Half trees (Flowering C6rabtree) Evergreen trees Tall Shrubs & Hedge Material (Evergreen or Deciduous) Low Shrubs — Deciduous Low Shrubs — Evergreen Spreading Evergreen 6' 1 V2" 3 -4' 3 -4' 3 -4' 18 -24" 24 -30" 18 -24" 24-30" Potted 18 -24" 18 -24" Potted 2) New Plantings include but are not limited to: a) Deciduous Trees: Common Name: Oak Maple Hackberry (Thornless) Birch Honeylocust Linden/Basswood (American and Little Leaf) Ash (Green and White) Ginkgo (male tree only) Kentucky Coffee Tree Ohio Buckeye Amur Chokecherry Delaware American Elm Amur Cork Robusta Poplar Niobe Weeping Willow Crabapple Apollo Landing Site Design Standards page 7 - 4 6 - DRAFT 5/2/05 b) Evergreen Trees: Corazon Name: Fir Spruce Pine Canadian Hemlock European Larch Cedar c) Shrubs: Common Nacre: Dwarf - winged euonymus Winged euonymus Privet Mock Orange Sumac Common lilac Japanese yew American arborvitae d) Ground Covers: Common Name: Ground Juniper Periwinkle, myrtle e) Pond Plantings: All pond plantings shall require City review and approval 3) Prohibited Trees: a) Deciduous Trees: Amur Maple Norway Maple Silver Maple Siberian Elm Cottonwood b) Coniferous Trees: Apollo Landing Site Design Standards page 8 • • DRAFT 5/2/05 Colorado Spruce Apollo Landing Site Design Standards DRAFT 5/2/05 III. Sign Plan Data A. Description: 1. Apollo Landing 2. 540 Lilac St. - Lino Lakes 3. Graphic scale will be per exhibit B. Existing and Proposed Conditions: 1. At present, there are no existing freestanding or ground signs. 2. Proposed pylon sign, located to the West of main entrance, will total two hundred (200) square feet of sign area and will not exceed forty (40) feet in height and will not be closer than five (5) feet to property line. The Pylon Sign will conform to building design standards relating to composition, color, building materials and overall continuity with the Planned Unit Development. See Exhibit 1 Site identification mav be added on the base or ton of the pylon sign in addition to the 200 sf . 3. Proposed individual Business signs will be attached to the building wall up to one hundred (100) square feet or twenty percent (20 %) of the building face area, whichever is greater. Variations on face colors, size and font style of letters is allowed within the guidelines, color of all returns and Trim Caps to be Bronze. SeeExhibit 2: Channel Letter on Race - Way. Signs will be substantially in line horizontally with roofline and/or parapet line to maintain aesthetic continuity. One additional Business sign will be allowed for buildings with a secondary exposure, on the back or side of building, up to fifty (50) square feet or ten percent (10 %) of the building face area, whichever is greater. The additional sign shall be for the tenant behind the wall giving the secondary exposure. For example, a sign on the end of a building shall be only for the business located on the end of the building. Specifications other than size are the same as Primary signage However, no signs shall be allowed on the northern walls of buildings 1, 2, 3, or 4 and no signs shall be allowed on the west side of building 1. Siis shall not be allowed on the east side of building 4 that are less than 100 feet from the north border of Lot 4. 4. All building wall signage will use 3M Scotchcal Translucent Film Series 230 or similar for color. SeeExhibit.3. C. General Regulations: 1. All signs shall be constructed in conformance with the provisions of the Uniform Sign Code published by the International Conference of Building Officials. 2. Sits shall not be painted directly to any exterior building surface, but shall be on a separate frame except for temporary display windows. 3. No sign shall be installed, which by reason of position, shape of color would conflict with proper function or interpretation of any traffic sign or signal. 4. There shall be no use of revolving beacons, flashing signs, zip flashers or similar lighted devices. Apollo Landing Site Design Standards page 10 • Deleted: Exhibit 3 .• Deleted: Exhibit 4 • • DRAFT 5 /2 /05 5. No sign shall be permitted to obstruct any window, door, fire escape, stairway or opening of any building or structure. 6. Signs which become unsafe or unkempt in appearance shall be repaired or removed by the Tenant / Owner upon notification by the Zoning Official. 7. The source of light for any sign must be indirect or diffused and shall not be directed into any adjoining residential district. 8. Roof signs are prohibited. Apollo Landing Site Design Standards page 11 DRAFT 5/2/05 • IV. Lighting Plan Data A. Description: Apollo Landing 540 Lilac St. — Lino Lakes Graphic scale will be per exhibit • C. Types of Lighting Applications: 1. Architectural: Accent lighting of architectural features is encouraged to highlight building massing and rhythm and enhance the pedestrian environment. Accent lighting shall not be a source of glare, reflected glare, or excessive light, especially when viewed from residences and streets, walkways or open spaces. 2. Building Entries: Building entries with high activity levels shall be illuminated. Appropriate treatments include: bathing entry surfaces and doorways with light, allowing the buildings interior light to glow through glazing, or using decorative lighting fixtures to announce entries. 3. Service Areas: Building mounted down light fixtures, in combination with pole fixtures, are preferred for the illumination of building service areas. Such fixtures do not cause glare of light leakage beyond the service areas. 4. Landscaped Frontages: Regular up lighting of walls or other structures in Landscaped Frontages may occur throughout Apollo Landing and must be coordinated to create a consistent and dramatic effect. 5. Landscaped Walkways: Landscaped Walkways and other pedestrian paths — unless adjacent to a building that provides adequate lighting — shall be lit by pole or bollard type fixtures that must be at least three (3) feet in height, to facilitate visibility in snow banks / drifts, but not to exceed four (4) feet in height. 6. Seating Areas: Where a more intimate environment is desired, light bollards and other forms of indirect illumination are appropriate. C. Existing and Proposed Conditions: This lighting plan is designed to use lighting systems that will reduce light pollution and to promote nighttime safety, utility, security and productivity. 1. Location and dimensions of all proposed structures and parking areas can be identified on the proposed Site Plan. See Exhibit 1 2. All lighting will be designed to conform with the following: a. Intensity —No light source or combinations thereof which cast light on a public street shall exceed one (1) foot candle (meter reading) as measured from the right -of -way line of said street. Any light source of combination thereof which cast light on adjacent residential property shall not exceed Apollo Landing Site Design Standards page • 2 DRAFT 5/2/05 four - tenths (0.4) foot candles (meter reading) as measured at the property line per the method outlined in Section 3, Subd. 4.F.5 of the Lino Lakes Zoning Ordinance. b. Cutoff— The luminaire shall contain a cutoff, which directs and cuts off the light at an angle of ninety (90) degrees or less, except lights highlighting architectural features or landscaping. c. Height — Parking and Roadway fixtures and poles will not exceed twenty five (25) feet above the ground grade, with all pole heights to be uniform. No fixture mounted on a building will exceed the height of the building. d. Location — All outdoor light fixtures shall be set back a minimum of ten (10) feet from a street right -of -way and five (5) feet from an interior side or rear lot line. No light source shall be located on the roof unless said light enhances the architectural features of the building. e. Hours of Operation — The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one (1) hour after closing, except for approved security lighting.] f. All illuminated on- premise signs for advertising purposes shall be turned off between 12:00 AM and sunrise except that said signs may be illuminated while the business facility on the premise is open for service. 3. Exemptions: a. This Lighting Plan does not prohibit the use of temporary outdoor lighting used during customary holiday seasons. b. This Lighting Plan does not prohibit the use of temporary outdoor lighting used for civic celebrations and promotions. Fixture Specifications: 1. Parking and Roadway lighting: a. Fixture — Ruud Lighting "Square Dome" with 6" extended pole mount; or approved equal. Color of all to be Bronze. See Exhibit 2 b. Pole Mount — Ruud lighting PS Series Crown -Weld poles; or approved equal. Color of all to be Bronze. See Exhibit 3 ?, Wall and Accent Lighting: a. Fixture — Ruud Lighting 8" Series SE5 "Up /Down Cutoff"; or approved equal. Color to be bronze. See Exhibit 4 b. Fixture — Ruud Lighting, Medium Parabolic Floodlight LPM Series; or approved equal. Color to be bronze. Note: Apollo Landing Site Design Standards page 13 • • • DRAFT 5/2/05 this fixture to be used only to accent landscaping features, not to be used for buildings. See Exhibit 5 i. Ground Mount Post PFM -1; or approved equal. Color to be bronze. ii. Wall Mount Bracket WM -4; or approved equal. Color to be bronze. c. Fixture — Ruud Lighting "Recessed Canopy Light ", RC Series 12" MRC0410 -1; or approved equal. Color to be Bronze. See Exhibit 6 3. Landscape / After - Sunset Directional Lighting: a. Fixture — Ruud Lighting "Luma Directional Well Light" Series GL23S; or approved equal. Color to be Bronze. See Exhibit 7 4. Bollards: a. Bollard Panel — Ruud Lighting PACE Series; or approved equal. Color to be bronze. See Exhibit 8 b. Fixture — Perimeter Cutoff CE3 Series; or approved equal. Color to be bronze. See Exhibit 9 Apollo Landing Site Design Standards page 14 • • • DRAFT 5 /2 /05 V. SITE MAINTENANCE A. Apollo Landing Property Association (ALPA) will be formed and membership required for all purchasers of lots in the Planned Unit Development. ALPA will be funded by members, will address and be responsible for the following: 1. Pylon Sign and Monument Sign maintenance 2. Main drive maintenance including landscaping, lighting, asphalt, sidewalks etc. 3. Stormwater management preservation, snow plowing and removal 4. Irrigation system maintenance 5. Perimeter fence maintenance. Both sides of the fence shall be maintained in a condition of good repair and shall not be allowed to become and remain in a condition of disrepair or danger, or constitute a nuisance. public or private. B. ALPA members shall agree to grant easements, in writing, to all members regarding utilities, joint access, shared parking etc. Apollo Landing Site Design Standards page 15 • Memorandum DATE: April 8, 2005 TO: Paul Bengtson FROM: James E. Studenski, City Engineer RE: Apollo Landing Attached for your use is the TKDA review dated April 8, 2005 for the Apollo Landing project. These i }ems must be addressed before final approval is given to the site. Please contact me at 651/982-2430 with any questions. 600 Town Center Park- •-• • "-lo Lakes, Minnesota 55014-1182 Phone: 651- _5 5 -�0 r Fax: 651 - 982-2499 TRDA •ENGINEERS • ARCHITECTS • PLANNERS • MEMORANDUM To: Copies To: From: Date: 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.00m James Studenski, City Engineer Reference: Apollo Landing/Equinox Scott A. Brink, P.E. April 8, 2005 City of Lino Lakes, Minnesota Comm. No. 13265 -002 Routing: Introduction A review dated March 10, 2005 was previously provided for a proposed Planned Unit Development Project t PUi) at the northwest corner of the intersection of Apollo Drive and Lilac Drive. The proposed development would essentially consist of five separate buildings of varied types of use (hotel, restaurant, office /retail, office /commercial) on an 8.1 acre site. Since the previous review, the following additional items have been received and reviewed: 1- Cover letter dated March 22, 2005 from Mattke Surveying and Engineering, Inc. 2• Spot elevations dated March 17, 2005 for the house located immediately adjacent to the site and existing pond. 3- Existing Drainage Calculations dated March 2, 2005. 4- Rate control calculations dated March 21, 2005. 5. Storm sewer sizing calculations dated March 21, 2005. 6- Full size Grading, Drainage, and Erosion Control Plan dated March 21, 2005. Executive Summary Following is a general summary of the main items and issues that must be addressed. Further explanation of these items and additional items to be addressed are provided in the remainder of this review memorandum. 1- The revised drainage information has been reviewed and is acceptable with the following note: The HWL elevation of the pond furthest downstream (Pond 1) cannot be higher than the smaller upstrear. ponds. An Employee Owned Comp - 5 6 -ting Affirmative Action and Equal Opportunity Apollo Landing /Equinox Page 2 April 8, 2005 City of Lino Lakes, Minnesota • • • 2. Comments regarding a Traffic Study were provided in the previous review. A response has since been prepared and provided. Further comments regarding the traffic study are provided further in this memorandum. 3. A utility plan was provided for the previous review, and no revised copy has been. provided. The utility plan as previously presented was stated as acceptable in concept. However, additional details for construction purposes were not provided at that time. In addition, the applicant (in the March 22 letter) suggests some revisions to the plan, and comments are further provided. A final utility plan must be submitted and include storm sewer pipe sizes, structure invert and rim elevations, standard utility plates, details, construction notes, provisions for erosion control, and other pertinent information as required. 4. The applicant previously provided copies of correspondence to the Rice Creek Watershed District (RCWD). The applicant shall be responsible for assuring compliance with the RCWD accordingly. 5. The proposed site development is located adjacent to two County roadways. The plat and site plan will therefore require the review and approval of Anoka County, both for the plat itself and with regards to driveway and site access. It is likely that the County will have comments with regards to right of way dedication and access from Apollo Drive. If specific improvement adjustments are required by the County (turning lanes, etc.), the applicant shall incorporate such improvements into the plans and install accordingly. 6. Drainage and utility easements must be provided on the Preliminary Plat as previously described. 7. The low floor and/or lowest floor elevation of the existing building on property directly west and adjacent to the pond has been verified against the proposed pond high water and emergency overflow elevations. The pond therefore meets requirements according to the information provided. Drainage 1. The first floor elevations shown for the proposed buildings would appear to be acceptable based on the information provided. However, because actual building plans are not provided, it is not known if there are proposed to be basements, lower openings, etc. In accordance with City standards, the lowest floor elevation must meet the City's minimum requirement of 2 feet above the 100 year flood level, 4 feet above normal water elevations and groundwater, and at least one foot over the emergency overflow elevation. . Long term maintenance responsibilities for the pond and infiltration areas must be eventually be clearly assigned in an Agreement between the City and applicant/future property owner. 3. An NPDES Phase II permit shall be required. All requirements of the Permit, including the submittal of a Storm Water Pollution Prevention Plan (SWPPP) to the City, shall be completed prior to engaging in grading activities. Apollo Landing /Equinox Page 3 April 8, 2005 City of Lino Lakes, Minnesota • Utilities 1.. An internal sanitary sewer main is intended to serve the properties and connect to an existing 6 -inch service at Apollo Drive. The existing 6 -inch PVC connects to an existing 21 -inch trunk main running down Apollo Drive. The existing manhole and service at the property line should be field inspected to verify that the size, condition, and connecting elevations of the existing facilities are adequate. The sewer main for the site itself must be at least 8 -inch diameter in accordance with City standards. A connection or downsizing from 8- inches to 6- inches is typically discouraged. However, if the applicant provides flow calculations and an adequate construction transition detail that assures flow sufficiency and avoidance of future maintenance issues, such a connection can be allowed. The most recent utility plan received proposes to connect a water main to the existing 12 -inch diameter main on Apollo Drive. No size for the main into the Apollo Landing property is shown, and it must be a minimum of 8 -inch diameter. Provisions must be included in the plans for wet tapping to the 12 -inch main and for the connection near the center of Apollo Drive. A permit from the County and establishment of traffic and safety control measures during construction, and repair of the street will be required in accordance with County standards. As an alternative, the March 22 letter from Mattke Engineering suggests connecting to an existing 6- inch hydrant line rather than to the larger 12 -inch main in the street. Because of the property's mixture of higher use development, and per standard City and industry practice, it is recommended that an 8 -inch pipe directly connected to the existing 12 -inch main remain as proposed. As previously mentioned, a revised (final) utility plan must also be submitted. 3. Individual sewer and water services are not shown on the plan. All trenches (including services) shall be backfilled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3 -feet. A minimum of two feet of cover over storm sewer pipe is desired. 4. Provisions for a future extension of utility services to the property located immediately adjacent and to the west of the Apollo Landing property have been suggested. It is therefore recommended that water and sewer stubs be extended from the newly installed 8 -inch sanitary sewer and water mains. The stubs would essentially extend to the NE corner of the neighboring property from near the center of the Apollo Landing property. A utility easement at this location should also be established. 2, Other 1. Long term maintenance responsibilities for the development area, including the detention areas must be addressed appropriately in an agreement between the Developer and the City. 2. Apollo Drive and Lilac Drive are under the jurisdiction of Anoka County. The plat and site plans will therefore require the review and approval of Anoka County, both for the plat itself and with regards to driveway and site access. It is likely that the County will have comments with regards to right of way dedication and access from Apollo Drive. At a minimum, right of way dedication will Apollo Landing /Equinox Page 4 April 8, 2005 City of Lino Lakes, Minnesota • • • be required at the south end of the property where the streets are located. Typically, the County has requested right of way dedication of up to 60 feet from the center of a roadway, and it is likely that an Agreement with the County will be needed. The proposed driveway entrance will also require a permit from the County. The County may have additional comments with regards to the driveway location, width, turning lanes, etc. 3. Drainage and utility easements are shown on the Preliminary Plat around all detention and infiltration areas. The drive easement should also be designated as a drainage and utility easement. Platted drainage and utility easements adjacent to property lines (10 feet) must also be provided per City requirements. 4. A proposed site landscaping plan has been provided. Screening from adjacent properties is proposed by the use of a Wood Privacy Fence, subject to approval by the City. The Landscape Plan should either include or refer to the Grading Plan the proper establishment around the ponds and infiltration areas. 5. Soil borings generally indicate a soil profile of topsoil underlain by coarse alluvium. For the building foundation and roadway and parking area subgrades, varying amounts of engineering fill and granular material will be required. Recommendations as provided in the Geotechnical Report must be provided throughout construction. 6. In addition to trees and vegetation, the existing site contains various remains of structures and facilities from previous site use (foundations, silos, etc.). All above and below ground abandoned facilities must be removed from site and disposed properly. The removal of any septic, well or other such facilities shall be also subject to the rules and regulations of the State of Minnesota and /or Anoka County as required. 7. A Traffic Study was previously prepared by Bonestroo, Rosene, Anderlik, and Associates (BRAA), and comments for the study were provided in an earlier TKDA review. A Memorandum dated March 9, 2005 has since been prepared by BRAA in response to the TKDA comments. Upon further review, the following comments and questions remain: A. An office development does not typically induce pass -by or diverted trips from existing background traffic. Also, with an office -only scenario, internal trips would be minimal or non- existent. For the office only scenario, it must be stated clearly if pass -by, diverted, and internal trips were added back into the project - generated trips for the a.m. peak hour analysis. B. The traffic study suggests that level of service will improve with the proposed development. It is understandable from a very technical modeling perspective how turn movement levels of service could actually improve under the with- project scenarios. However, this would likely be very difficult to explain during a public review process. It is recommended (if possible) that the future signal timing be modified such that the 0.1 or 0.2 second improvement in average vehicle delay would not appear under the with project scenarios. • • Recommendations Of the February 23, 2005 Environmental Board Apollo Landing /Equinox Development/Environmental Site Plan Review The February 23, 2005 Lino Lakes Environmental Board made the following recommendations concerning Apollo Landing: Motion to approve the rezoning of the and with the condition of the Environmental Board future review of PUD and review each PUD phase level by O'Connell, 2nd by Baumann. All were in favor. Marshan Meadows, Bruggeman Properties, 7364 Lake Drive, Preliminary Plat Review. The February 23, 2005 Environmental Board made the following recommendations concerning Marshan Meadows: • Surface Water Plan should show access for pond and infiltration area maintenance. • Surface Water volume calculations for pond and infiltration areas should be verified for adequacy. • Investigate removing storm pipe going into the lake and replace with a swale /rain swale design. • Direct all water from impervious areas to pervious. • Plan must address the 200 -foot area along the lake in terms of NPDES requirements that slopes be stabilized within 7 days in disturbance areas. • A temporary sediment pond diverting water on the SE side of the project would address BMP concerns for containing eroded materials. • A Conservation Easement should be described, for the Shoreland impact zone and the surface water treatment areas. • Signage should be placed at the easement areas describing wetland conservation, no mow, no dumping areas, as well as important natural considerations such as nesting water birds and Blandings Turtle. • An information brochure should be published and given to all property owners describing the Classification and nature of Marshan Lake and that appropriate boating should be confined to non - motorized uses. It should also describe rare species habitat considerations for the area, and conservation easement requirements. • Ponding and infiltration areas should be planted with the City native seed mix. Planting soils should not be incorporated into these areas in order to preserve areas that turtles might still nest. • Curbing in the project should be designed so that turtles can cross roads. (The Lino Lakes Blandings Turtle Modal shows this area as a possible breeding site.) • • • • Transitional native seed mix should be used for 8 -10 feet from all sodded areas. A seed such as Blue gramma should be used for this. • Developer should submit a detailed NPDES plan for using BMP's on this site. For example, the rock entrance should say, "at least 50 feet of rock entrance shall be placed." The developer should indicate where on site the NPDS plan and inspection reports would be located on site. Motion to recommend approval with staff and Environmental Board recommendations by Grundhoffer, 2nd by Bor. All were in favor. • • RUUD LIGHTING •2.0 1.1 1.: • '0.6 •0.5 1.6 1.1 '0.5 1.3 1.7 • .5 1.2 '0.1 •.0 '0.0 1.3 1.3 •.0 '0.0 1.0 1.0 1.0 3.0 '0.0 1.0 *0.0 3.3 '8.0 '0.0 •0. I 01' 0.5 0.7 5.4. I3.6 '0.3 -0.3 '0.3 1.0 1.3 '0.3 3.0 '0.3 *0.0 1.0 1.0 1.1 '3.0 •0.0 '0.3 1.3 '3.0 •0. 1.1 1.2 '0.6 1.6 '2.0 '0. 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PR2640-M 19IFIX1111125 =MVO XIMIXT:27 f91.191RWIESIVMSIt OffiliElEti 11.1.11111.111011.11011.1.11ZIAM 3.14i1111,11.11., A.61.3.136111Ma AMITOM1.30111NLAINIIIIWINSCIIII MUM 18. X.1123,011.1 I 83‘8,6668771666.63338.130168638wrnicsartemom '0.0 '0.0 '1.3 '0.0 •0.0 I0.6.10.5 .5.3 '0.0 '0.0 '0.0 '0.0 1.0 1. 1.1 1.6 0.3 3. 1.2 '8.1 '0.0 '0.0 '3. 6.0 1.0 1.1 •. 3.6 04 1.5 .6 1.1)8.0 *.D 1.0 1.0 1.0 1.3 1.3 '0.3 1:0 '3.1 1.1 1.2 1.7 1. 1.9 1.3 1.1 1.1 .1.3 1.0 1.0 1.0 1.0 '0.0 1.0 1.0 *0.0 1.0 '0.1 1.9 '0.3 1.1 '2 3.5 %. 3 •0.0 .0.0 -0.0 •3.0 3.3 •0.0 •0.3 '0.0 '0.0 1.1 1.7 1.2 '1. • .0 1.0 1.3 1.0 '0.0 1.0 '1.3 '0.0 .0.8 .0.0 .0.3 1.2 1.3 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 '0.0 1.0 1.3 '1.0 1.0 '0.1 1.1;(.1 0.0 1.3 1.1 '3.0 .0.0 •0.0 3.0 *0.0 .0.3 0.0 .04 .0.0 .0.3 • '0.0 0.0 '0.0 1.0 '0.0 '0.1 1.0 '3.0 '0.0 '0.0 '0.0 '0 0.0 '0.3 '0.3 '0.0 "0.3 '0.3 '3.0 1.3 1.1 1.0 '0.0 1 '0.0 '0.0 1.0 1.0 1.0 1.0 •0.3 '0.2 1.0 '0. 3.3 .0.0 1.0 1.1 1.0 1.0 .0.0 '0.0 1.0 1.3 1.0 '0.3 *b.: '0.1 1.3 '0.3 1.0 1.3 •.0 •0.0 1.3 1.0 1.0 1.0 •.3 '0.0 1.3 1.3 1.3 1.8 •0.0 •5.0 '0.0 .0.3 3.0 •3.0 '0.0 "0.0 '0.3 '0.3 •84 '0.0 '0.0 .0 1.8 1.1 '0.3 *0 1 0 '0.0 *0.3 '0.0 SE4410-D 100 W MH "FRONT" "SIDE" CCU- ,3•311 -..10E•1■6AN mogrm..36AMM51186•NL,806 RECEIVED FEB 2 8 2005 CITY OF LINO LAKE RUUD LIGHTING 1615233.7003 856 weft.* nmaigam.600.6703666868 fl.-g0$ time: 1,0 1st. bot flesnt,962.•IMMI.0 rievon512.2.11tel6FYI.11, Astla Meautsg. ea Brim eal a* Wm. mac. 1•4. Malimettlsarn■••••••••11.41...*.esumal. an.. mai ...a awn 63Errra6.0.365818.6r366786631vnima6866.6866 - 62 - '''''EmEHEEaram • SQUARE WALL MOUNT 1r ( O5 =him) PROJECTION CUTOFF Ballast Sealing Gasket Housing - Finish color: bronze Lens Spring -Clip Assembly Hidden from view Lamp (Included) Reflector Prefinished semi - specular aluminum Lamphoider Capacitor — 025" (6 mm) 3.1" (79 mm) - Silicone Gasket 5 "(127 mm) ❑ 12" (305 mm) =rrmoftr(as, BOTTOM VIEW METAL HALIDE SPEC* Wall Downlight 70W MH SE4407- (a)(b) :SPEC t4 Wall Downlight 100W MH SE4410- (a)(b) HIGH PRESSURE SODIUM E SPEC #1 Wall Downlight 70W HPS SE4507- (a)(11) D SPEC# Wall Downlight 100W HPS SE4510- (a)(b) FLUORESCENT E] SPEC Any 26W FL SE4226-(a)(b) SPBCfr Any 32W FL SE4232- (a)(b) SSPEG#` Any 42W FL SE4242- (a)(b) 'SDEC# Any 57W FL SE4257- (a)(b) Specify (a) Voltage & (h) Options. QntI ERAli°:Ir ESICRIP ION Aluminum die -cast housing supplied. Knockouts are provided on the back of the housing for 1/2" conduit entry or for mounting over a single gang box, 4' square or 4" octagon boxes. Two #8 x 1" threaded studs and nuts are provided for mounting over a junction box. Housing also includes 1/2 " -14 NPT threaded hubs on four sides for conduit entry. Closed cell neoprene sponge gasketing on the back of the housing provides a watertight mounting seal. Silicone sponge cord gasket between housing and lens ensures a water- and insect -tight seal. Injection molded clear polycarbonate lens and shroud assembly is held in place using a hidden spring clip assembly. Semi - specular reflector directs light downward to wash the wall below and to the sides of fixture. Reflector projects light out aid away from fixture. 0 M T 1 2 3 4 61. UL 1!2 " -14 NPT Threaded Hub - Polyearbonate Lens Notes .. 112 " -14 NPT Threaded Hub Bronze Polycarbonate Shroud U�X4 120/277V (Standard: 70 & 100W MH) 1201208/240/2771/ (Standard: 100W HPS) 120/277/347V (Canada Only) (70 & 100W MH; 100W HPS) 120V (26W FL Only) (Magnetic Ballast) 277V (26W FL Only) (IViagnetic Ballast) 208V 240V 347V (26 - 57W FL) (Canada Only) 120 - 277V Universal Voltage (Standard: 26 - 57W FL) For voltage avallabiltty outside the US and Canada, see Bulletin TD -9 or contact your Ruud Lighting authorized International Distributor. .�Tif3i11 Fluorescent fixture includes a 26W twin (quad) tube, 32, 42 or 57W triple tube, compact fluorescent lamp. HID fixtures include a clear, medium -base lamp and porcelain enclosed, 4kv- rated screw - shell -type Iampholder with spring - loaded center contact. Lamp ignitor included where required. HID and FL electronic ballast assemblies are high -power factor, FL magnetic are normal power factor and use the following circuit types: Reactor (120V HPS) 70 & 100W HPS HY, — High Reactance 70 & 100W MH; 100W HPS Preheat - Magnetic (minimum starting temperature 32 °F [0 °C]) 26W FL Electronic (120 - 277V Universal Voltage & 347V) (minimum starting temperature 0 °F [- 18 °C]) 26 - 57W FL 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 -(a)F .! Tamperproof Lens Fasteners -(a)P G Charm Standby (includes 100W quartz lamp) (N /A on 277V Reactor) Fusing Photocell Specify (a) Single Voltage - See Voltage Suffix Key RD FEB 2 8 2005 CRTY OF LINO LAKES L'f1`IEL1; ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations and enclosure classified IP54 per !EC 529 and IES 598. Housing is standard with our exclusive DeltaGuard® finish, featuring an E -coat epoxy primer with bronze ultra- durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. TPS -1 CESSDRIE Tamperproof Screwdriver FAX (262) 884 -3309 0 Ruud Lighting Inc. Printed in USA www,,ruudi ghtinp,pom - 6 3 - 01/08/04 RUUC LIGHTING • 6" EXPENDED POLE MOUNT r ( FM) 'ARIUNGER A>_ 3 J Housing Ballast Seamless, die -cast aluminum Capacitor \ I Finish color. bronze Ignitor I (Where required) \-6" (152 mm) ' . Il 016" (406 mm) Reflector Hydroformed aluminum with brightened and anodized finish Cord 24" (610 mm) long Extended Pole Mount Finish color: bronze PULSE START METAL HALIDE SPEC* SPEC* SPEC # SPEC.4 .SPEC; SPEC# SPEC SPEC# SPEC* SPEC# 200W PSMH PR2620- (a)(b) 250W PSMH PR2625- (a)(b) 320W PSMH PR2632- (a)(b) 350W PSMH PR2635- (a)(b) 400W PSMH PR2640- (a)(b) METAL HALIDE 175W MH PR2417- (a)(b) 250W MH PR2425- (a)(b) 400W MH PR2440- (a)(b) HIGH PRESSURE SODIUM 250W HPS PR2525- (a)(b) 400W HPS PR2540- (a)(b) Specify la) Voltage & (b) Options. Ballast Compartment Cover Patented Hinge Assembly 6.5" (165 mm) Lamp (Included) Lampholder Lens Frame Die -cast aluminum doorframe secures lens; sealed with silicone gasket Finish color: black Parking lot and roadway luminaire for HID lamp, totally enclosed. Supplied with IES Type III (250W MH is field adjustable to Type I1) optical system. Housing is seamless, die -cast alumi- num. Mounting consists of a 1.8" (44 mm) wide by 4.5" (114 mm) high by 6" -(152 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high- impact, clear - tempered glass. 27 8 4 5 6 120/208/240/277V (Standard) 120/277/347V (Canada Only) (Standard) 120V 277V 277V Reactor (PSMH Only) 208V 240V 480V 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin 10-9 or contact your Ruud Lighting authorized International Distributor. Fixture includes clear, mogul -base lamp. Pulse -rated porcelain enclosed, 41w-rated screw - shell -type lampholder with spring - Loaded center contact. Lamp ignitor included where required. All ballast assemblies are high -power factor and use the following circuit type: Reactor (277V PSMH) 200 — 400W PSMH CWA — Constant Wattage Autotransforrner 200 — 400W PSMH; 175 — 400W MH; 250 — 400W HPS -(a)F -(a)P Fusing Button Photocell -5P External Photocell (for 480V) 0 Quartz Standby (includes 100W quartz lamp) (N /A on 277V Reactor) ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 Specify (a) Single Voltage — See Vottage Suitt( Key RECEN=D FEB 2 8 2005 CITY OF LINO LAKES Exclusive DeltaGuard® finish features an E -coat epoxy primer with medium bronze ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven - year limited warranty. US 4,689,729 FW6 -16 Wire Guard SBL -16 Backlight Shield FAX (262) 884-3309 0 Ruud Lighting Inc. Printed in USA lwww.ruudlighting.com f - 6 4 - 12/11/03 RUU[ LIGH IN( 6" EXTENDED POLE MOUNT 1 °L (406 PARKING/ROADWAY Isotootcandle plots show initial tootcandies at grade. (Footcandles + 0.0929 =Lux) LPA 0.95 for single fixture with 0° tilt (Consult factory for EPA rating on multiple units). Lighting Sciences Inc. Certified Teat Report No. LSI 10473 Candlepower distribution curve at 400W MH Parking/Roadway Light Littitding Sciences Inc. Certified Test Report No. LSi 4941 Candlepower distribution curve al 400W HPS Parking/Roadway Light Poie-spacing Exalmlpie Data Cfttalog # Lamp Type PF124174,11 175W MH Pi 2425 -M 250W MH PP12440 -■ 400W MH 1)1:R25254 250W HPS P 2540 -g 400W HPS 180' 80' 60' 100' 80' 60' 40' 20' 0' 20' 40' 60' 60' 100' 30.5 244 18.3 40' 12.2 20' 1 6.1 0' e � 0m 20' '. 6.1 40' 12.2 60' 18 3 80' 24 4 100' 30 5 30.5 24.4 183 12.2 6.1 0 m 6.1 12.2 183 244 30.5 Isotootcandie plot of 250W MH Parking/Roadway Light at 25' (7.6 m) mounting height and 0° vertical tilt (Plan view) 100' 80' 60' 40' 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' t 30.5 244 16.3 122 6.1 20' 0' 20' 40' 60' 80' 100' 30.5 24.4 18.3 12.2 6.1 0m 6.1 12.2 18.3 24.4 30.5 122 163 244 30.5 O m 6.1 Isofootcandle plot of 250W HPS Parking/Roadway Light at 25' (7.6 m) 'ng,beight,and°0Lftettical tilt f"' On OF LINO LAKES Lamp Lumens 12,000 20,000 32,000 26,500 50,000 Mounting Height 15' (4.6 m) 20' (6.1 m) 20' (6.1 m) 25' (7.6 m) 25' (7.6 m) 30' (9.1 m) 20' (6.1 m) 25' (7.6 m) 25' (7.6 m) 30' (9.1 m) 100' 80' 60 100 80' 40' 20' 0' 20' 40' 60' 80' 100' 30.5 60 16.3 40' S 122 20' 0' 20' 40' 60' 3 80' 100' 305 24.4 183 122 6.1 0 m 6.1 61 Om 6.1 122 183 244 30.5 122 183 244 30.5 Isofootcandie plot of 400W MH Parking/Roadway Light at 30' (9.1 m) mounting height and 0° vertical tilt (Plan view) 100' 100' 80' 60' 40' 20' 0' 20' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 130.5 24 4 i 18.3 2 12 2 40' 60' B0' 100' 30.5 24.4 18.3 122 6.1 0m 6.1 61 0m 61 12.2 18.3 24.4 30 5 122 183 24A 30.5 isofootcandie plot of 400W HPS Parking/Roadway Light at 30' (9.1 m) mounting height and 0° vertical tilt (Plan view) Test area is centered within a (16) pole layout. Max. Recommended Pole- spacing X x Y Footcandles Lux 90' (27.4 m) x 60' (18.3 m) 3.97 43 120' (36.6 m) x 80' (24.4 m) 2.15 23 120' (36.6 m) x 80' (24.4 m) 3.60 39 150' (45.7 m) x 100' (30.5 m) 222 24 150' (45.7 m) x 100' (30.5 m) 3.56 38 180' (54.9 m) x 120' (36.6 m) 2.41 26 120' (35.6 m) x 80' (24.4 m) 4.94 53 180' (54.9 m) x 120' (36.6 m) 3.08 33 150' (45.7 m) x 100' (30.5 m) 5.41 58 180' (54.9 m) x 120' (36.6 m) 3.67 40 Average Initial Light Levels at Grade 2 Fixtures per pole @ 180° (Footcandles + 0.0929 = Lux) UUD IG 7ING 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 FAX (262) 884 -3309 0 Ruud Lighting Inc. Printed in USA - 6 5 - www.ruudlighting.com 12/11/03 • STEEL ,10.1 .ELF" POLES Pole cap (Supplied 11 tenon 5 not used) Square, non tapered pole Carbon steel base plate 2"x 8" (51 mm x 152 mm) Hand hole Hand-hole cover 1r (305 mm) Two -piece steel base plate cover Slotted anchor bolt hole Square Steel Poles H (tt) x W (in) x Wall (in) SPEC;} PS3S10C(a)BZ 10 x 3 x 0.125 D SPEC# PS3S15C(a)BZ 15 x 3 x 0.125 _I� SPEC* PS3S19C(a)BZ 19 x 3 x 0.125 SPEC # PS4S10C(a)BZ 10 x 4 x 0.125 i { SPEC* PS4S15C(a)BZ 15 x 4 x 0.125 SPEC W PS4S19C(a)BZ 19 x 4 x 0.125 SPEC* PS4S22C(a)BZ 22 x 4 x 0.125 BSPEC* PS4625G(a)BZ 25 x 4 x 0.125 ` sPE.0 PS4S25S(a)BZ 25 x 4 x 0.188 _J SPEC * PS4S27G(a)BZ 27 x 4 x 0.125 SPEC # PS4S30S(a)BZ 30 x 4 x 0.188 SPEC# PS5S25S(a)BZ 25 x 5 x 0.188 SPEC* PS5S30S(a)BZ 30 x 5 x 0.188 :, SPEC'* PS6S30S(a)BZ 30 x 6 x 0.188 SPEC= :; configuration. "'SPEC* H (m) x W (mm) x Wall (mm) 3.0x76x3 4.6x76x3 5.8x76x3 3.0x102x3 4.6x102 x3 5.8x102 x3 6.7x102 x3 7.6x102x3__ 7.6x102 x5 8.2x102 x3 9.1x102x5 7.6x127 x5 9.1x127x5 9.1x152 x5 Non - tapered steel poles are supplied with welded base with cover, four galvanized anchor bolts, masonite mounting template and a pole cap (except tenon mount). Each bolt is provided with two washers and two nuts. Steel pole base has slotted holes. Per National Electrical Code requirements, pole is standard with a 2" x 6° (51 x 152 mm) hand hole, located 12" (305 mm) above bottom of pole base. A #10 -32 stainless - steel weld stud with grounding lug is located inside pole, opposite hand hole; a hand hole cover is supplied but shipped separately. For EPA ratings, see "Windloading" sheet. US 5,820,255; 6,640,517 Notes 1 -0 2 u--® Single (direct mount) 5 Triple (direct mount) Twin Q 180° (direct mount) 6 a Quad (direct mount) 3 Twin @ 90° (direct mount) T Tenon (order tenon separately) For fbctures with fixed 20° mount, add prefix 2 to configuration numbers: i.e. 21, 22, 23, 25 and 26. Square, non - tapered pole of structural steel tubing (ASTM A 500); with a minimum yield strength of 46,000 p.s.i. Welded to a formed carbon steel base plate with a minimum yield strength of 36,000 p.s.i. Exclusive DeltaGuard® finish features an E -coat epoxy primer with medium bronze ultra- durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 CQfY OF LINO LAKE Ruud Lighting square poles meet or exceed National Electrical Code Requirements. In the US, Ruud square poles are classified by Underwriters Laboratories Inc. for electrical ground bonding; in Canada, they are CSA certified for electrical ground bonding and structural strength. Catalog # REC -GFIBZ (120V) Wet Listed In -use cover FAX (262) 884 -3309 0 Ruud Lighting Inc. Printed in USA i www.ruudiighting.com i - 6 6 - i 9/1/04 GFI Outlet Accessory RUUD UUGHT NC STEEL CRO 1N-WELD' POL ES r'838103(a)8Z 10' (3.0m) x 3" (76 mm) Wall thickness - 0.125' (3 mm) Base plate -10" (254 mm) square x 0.50' (13 mm) thick Anchor bolts - 3/4° -1 D x18" (457 mm) + 3° (76 mm) Bolt circle diameter - 10° (254 mm) 9.3' -11' (235 mm - 279 mm) Maximum fixture weight - 200 lbs. (91 Kg) Approximate shipping weight - 58 lbs. (26 Kg) P838158(a)BZ 15' (4.6 m) x 3" (76 mm) Wall thickness -10.1 25" (3 mm) Base plate -10" (254 mm) square x 0.750° (19 mm) thick Anchor bolt - 3r4' -10 x 18" (457 mm) + 3° (76 mm) Bolt circle diameter - 10° (254 mm) 9.3°- 11' (235 mm - 279 mm) Maximum fixture weight -175 lbs. (79 Kg) Approximate shipping weight - 82 lbs. (37 Kg) PS38198(a)132 19' (5.8 m) x 3' (76 rim) Wall thickness -0.125° (3 mm) Base plate - 10° (254 mm) square x 0.750° (19 mm) thick Anchor bolts -3/4"-10 x 18° (457 mm) + 3° (76 mm) Bolt circle diameter -10' (254 mm) 9.3" -11' (235 mm - 279 mm) Maximum fixture weight -150 lbs. (68 i(g) APproximate shipping weight - 92 lbs. (42 Kg) PS4810C(a)BZ 10' (3.0 m) x 4' (102 mm) Wall thickness - 0.125° (3 mm) Base plate - 10° (254 mm) square x 0.750° (19 mm) thick Anchor bolts -314 ° -10 x18" (457 mm) + 3° (76 mm) Bolt circle diameter -10' (254 mm) 9.3 "- 11' m Maximum fixture ture eight- 300lb5. (136 Kg) Approximate shipping weight - 78 lbs. (35 Kg) - PS4815C(a)BZ 15' (4.6 m) x 4* (102 mm) Wall thickness - 0.125° (3 mm) Base plate -10' (254 mm) square x 0.750" (19 mm) thick Anchor bolts- 314 ° -10 x 30' (762 mm) + 3" (76 mm) Bolt circle diameter -10" (254 mm) 9.3' - 11° Maximum fixture eight - 300 lbs. (136 Kg) Approximate shipping weight -119 lbs. (54 Kg) PS481918(2)8Z 19' (5.8 m) x 4 (102 mm) Wail thickness- 0.125° (3 mm) as plate -1 0 (254 mm) square x 0.750° (19 mm) thick Anchor bolts -3/4°-10 x30° (762 mm) + 3" (76 mm) Bolt circle dianeter - 10° (254 mm) 9.3" - 11' (235 mm - 279 rnm) Maximum fixture weight - 280 lbs. (127 Kg) Approximate shipping weight - 144 Ibs. (65 Kg) iPS4322C(a)82 22' (6.7 ni) x 4" (102 mm) Wall thickness- 0.125' (3 mm) Base plate -1D' (254 mm) square x 0.750' (19 mm) thick Anchor bolts - 3/4' -10 x30' (762 mm) + 3° (76 mm) Bolt circle diameter -10' (254 mm) 9.3" - 11' (235 mm- 219 mm) Maximum fixture weight - 240 Ibs. (109 Kg) Approximate shipping weight -163 lbs. (74 Kg) Pa4325C(a)8I 25' (7.6 m) x4° (102 mm) Wall thickness - 0.125' (5 mm) Base plate -10' (254 mm) square x 0.750° (19 mm) thick Anchor bolts- 3/4 " -10 x 30° (762 mm) + 3" (76 mm) Bolt circle diameter -10" (254 mm) 9.3° - 11° (235 mem - 219 mm) Maximum fixture weight - 210 lbs. (95 Kg) Ar,proxi mate shipping weight -182 lbs. (83 Kg) • PS4S253(a)BZ 25' (7.6 m) x 4" (102 mm) Wail thickness - 0.188" (5 mm) Base plate - 10° (254 mm) square x 0.750° (19 mm) thick Anchor bolts - 3/4 ° -10 x 30" (762 mm) + 3' (76 mm) Bolt circle diameter - 10° (254 mm) 9.3" - 11' (235 mm - 279 mm) Maximum fixture weight - 325 Ibs. (148 Kg) Approximate shipping weight - 252 lbs. (114 Kg) PS4827C(a)BZ 27' (8.2 m) x 4" (102 mm) Wall thickness - 0.125° (3 mm) Base plate -10" (254 mm) square x 0.750" (19 mm) thick Anchor bolt - 3/4°-11) x 30° (762 mm) + (76 mm) Bolt circle diameter - 10° (254 mm) 9.3°- 11" (235 mm - 279 mm) Maximum fixture weight- 200 lbs. (91 Kg) Approximate shipping weight -195 lbs. (89 Kg) PS4S30S(a)BZ 30' (9.1 m) x 4" (102 mm) Wall thickness - 0.188° (5 mm) Base plate -10° (254 mm) square x 0.750' (19 mm) thick Anchor bolts -3/4°-10 x 30° (762 mm) + 3" (76 mm) Bolt circle diameter -10" (254 ram) 9.3° -11 ° (235 mm - 279 mm) Maximum fixture weight- 250 Ibs. (113 Kg) Approximate shipping weight - 301 lbs. (137 Kg) P85825S(a)BZ 25' (7.6 m) x 5° (127 mm) Wall thickness - 0.18S" (5 mm) Base plate - 10' (254 mm) square x 0.750" (19 mm) thick Anchor bolts -1°-8 x 36" (914 mm) + 4° (102 mm) Bolt circle diameter - 10' (254 mm) 9.7" - 11.3" (248 mm - 287 mm) Maximum fixture weight -450 Ibs. (204 Kg) Approximate shipping weight - 320 lbs.(145 Kg) RUUD LIGHTING\ P85S36S(a)BZ 30' (9.1 m) x 5° (127 mm) Wall thickness - 0.188° (5 mm) Base plate - 10° (254 mm) square x 0.750° (19 mm) thick Anchor bolls -1 °-8 x36° (914 mm)+ 4' mm (102 mm) Bolt circle diameter - 10" (254 mm) 9.7" - 11.3° (248 mm - 287 mm) Maximum fixture weight - 375 lbs. (170 Kg) Approximate shipping weight -379 lbs. (172 Kg) PS6S3DS(a)BZ 30' (9.1 m) x 6" (152 mm) Wall thickness - 0.188° (5 mm) Base plate - 12" (305 mm) square x 1° (25 mm) thick Anchor bolts- 1°-8 x 36° (914 mm) + 4" (102 mm) Bolt circle diameter - 11.5° (292 mm) 11.3° - 12.8' (286 mm - 324 mm) Maximum fixture weight - 525 lbs. (238 Kg) Approximate shipping weight -457 Ibs. (207 Kg) 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA errY OF LINO LAKES PHONE (262) 1386 -1900 FAX (262) 884 -3309 © Ruud Lighting Inc. Primed in USA www.ruudlighting.com - 67 - 9/1/04 • • • EAST ELEVATION SCALE: EQUINOX DEVELOPMENT • .Sw SB�7]Fw04.4 660.01" • ,r....i_ tig - ..•..md.•wn•.•' ., ; ,...7, ) rya , r". ow. rynr;;;Y� \.,Seer t,.. 5" xei. .r... :rw ..: YG•r .xe a1 y "r .Lea e`r 7.. 1(.° �_. or es uw.m . ..w. Lr _ _ .77.2'k�e'.r x'r err .r ... \ 0•d i1 /45 • crM _•, -t e..-I vv et .5" err e.) l " .e . r g,r. °:r xad dr 6. wOr s'k'" - ..r "�r7kt \ .. _� ."--`-914. .. : ' ..ern. -. l.� ..,,rr�� \ Co". IF 1� .l.\ od.e err 0P la .ry .mw \ 1 l dfnund I x �,r .n G { ,. f ?o' ea . 4 .r:1. r • . 1 tor `-- eae,,_- -1 •• / .a: lea\ T,I � I 1 I / / 1 St \ ....4,.. , •....... ,.,,, .... 4.- ..0 , / 6069-00.03 -W 222.21 1 i / \\ irpt'1 a Tole! 511. Arne . ]4 995 SF .9.01 Ada. Net Ste Area . 340.204 SF e, 7.91 Ades r • .X i Z • ..._..506 ........... ... . >a a" L!iloc'?Drive r+6 .r rF•900.. i, .' . ./ '....SO6..... --. - ... •din ,4,'' ere f. eel .:3 g - / GRAPHIC SCALE t.attl VCR rr...n D.aWt0o: FILE COPY Penal Thv pet el the Wet bb0.09 En of Ma Semk Quarter of tbe Seuthw. Quota 015dtbe 0. Township 31, Ngel2. Amts Gum. M . yh, South albs Muth 500.00 fed and Ne.tha /1.k South 500.00 het dace( asool 0le IAs US 0..am.m S.n•, Amin Guar. Min... AND 77a pat else W.500.00 fed of the South 500.00 her onto Soo.bv Charter of the Sea.. Qmna 65a,ue S. TowmNp 31.11"50 22. Amts County. Mh ®0a tying seals of the 6m.mg damned Gureshg v O. Southwest Cmov of wd Southeast Quota of the 0001lo t Qronv: en. Faea4, along .he South See of said Saute. Quarter of the Soolhoar Aunts Aunts of 320.00 rut to S. .o I puha ofb•gieaus of the Om to he dmMd: tens Northerly./ • tight argh.e Maumee of MOM feat end them m ®ems. "thi.+'ro u.mmo N. ®d if my, and toed des of "ay. Party 6 the stn ofd. Ems 160.00 feet of the Woo 660.00 reel or the South 50100 ha of the Soothe. (puma et the Seelhwel Qoma Of Stabs 4 Township 31, Raise 22, month* to the 119Oo.me00 Survey seam[ Auks County. Mim..d. ybv Ninth or.0.e amp 10.00 Aa Ir.oh ofehe rm.rm of pub0e 00000,040.00.0600000 Conveauug at the Soah (Nam Con. of said Swims r.'bowl* N, Reese In Mein. en a.00 0ed beating or W..bq der Seat. Eno amid Southeast Quota of the 03 0 00 00 1 0 66 1 6 . 7 9 6 00 0 . 0 0 0 0 6. 0 6 0. 0 0. 00 00 .0 h.gheksofthe astafiee .etsdambea thence No6bunaly 1124.51 f e e t Wag the ate ofa...tugutiel ca e.maa.a to the Seabmt. Wing ....triangle of 711 degas 420daua 57 seated, soda adios of 11L51 feel. the Ions shad of which bun Meath 07 degree 03 minis 31 lam. 0,103114 feet thmm S.M 71 dt5.033 means 00 rte. Fmt a diwua of 221.72 Stet. mem or lea. t. the amalhe of Lek, Drivelled them ,mnmvays: t.ilat ere eawmeet. oneem& Oan. NOTE: se. et, ea t 1. snot em *a.0y *es 6000.. I a0m1 vus� ANY UTILITIES SHOWN ON 1HIS PLAN .ndee my *east rut nee he 1 DA IF (/4AN CN60 a 6r.1 ARE ONLY APPRO %IMAIE IN DEPTH AN0 0 t 0 0 0.or t.am.0 1.000 5...000• I I err .......0 00.0 me 5mn et NO,lee10 1 VISIONS CO. wt NIS 1 dha Mattke Surveying & Engineering. Inc. \II 7671 Cenl'sl Avenue NE Equlno. Development, UP Ile L°laa• ON S r 423 600043006 510,6 IE (1112( 009 -2529 6utNd9l PRDbCT TITLE Apollo Landing C..1c.77nn f`..,nrlifinns SB9'06'04eE 660.01 • Lilac Drive 1489100'03"'N 6BO.00 I NO_ ANY 07U( AP SHOWN TE THIS D P1LNA AN0 oar MU( APPROXIMATE M DFP ^ e mer a614 1114, 1 m30.030.0643ma00 ep to • my erect Y 0R4N 1444 5,0enre m0.. •,- N..e'e1 the sere:, 41 Wneeeme GRAPHIC SCALE (!x IO Ar p.rv-S 5ee 4 9.18 ob..lNn0 c 3, ax Pv. ^.4 Stew 478 If weep. ge.. eee 3. an 0000 - °t0 5, 1 eure ,eSele04. 30 r 6. 1•em d•,•e 4034 rO d�M ^9 6 AT D,edogl ^eve ren'�0r. e &000D^J•S REw50N5 Teed SI0O rasa P. 348.003 SF ee 0.01 don Ernie, 1mpeMeo° Are 4x670 SF NeoO9 MI. tem. Ana OINr 11,14. rasa e. 3.710 SF 'Woe lenpereleo Are.: 0.309 SF ee 0.19 Awn SFmACK OATA • RECE DATA ND a 'OCC PRELSR Fsew9: Cenmen.W Exist* RSA Proposed: Cm.;Bmndf SIIEARFALAICIBATIONS Lp Ateft Minton, Rw•:ed(CD7: reopen& 70,1 70} Lae Width Miom 0Rooked(OH): 100 Proposed: Ed46:0 Per4e04/110P0`iete Arm I impervious ero m 3,11 pee 740 Tad Alm HI Reposed 0vied0eepddem rea A Pe01om Moe Remind Mb iereme' 07: Propene 107 Po6:e:e+Aran Ilexel0mdrnpN Islands ea Pain Inger•bm New Me*m:e AMaed 761 Fdapoded: N RuM:g Pd Atm: ST. Toml 741 R CE E JAN 1 CRY OF t Proposed: Fond Yed . DoOdmR Led Sind CeMdor et Medd Sued P4dbg 50 Yood: reerldor 0,040110: Ron Y6 Duilduq: PeemF: 10 Fed 40 Fee 15 Feel 10 Fees 10Feee 70 Fed 10 Fed mammy ',min RATA Npd 406,04,01: R.IL'S'G.30 °Fed Pp611e Required: rot Sena homed: IOO Spats Rd d/OISce/Co:vm°b0 74.OFO Sq:ne Fed Ware Re4vieed: 157 Spaces reopened: 106 Spew Renton,: 6.710 Sgede Feet Perking Rep:bd: /1 Sped !� rm.... 54 Spec. r 1"( SO 44.Irdp 9604 Memnon Sonoma ddeiN: 45 Fen itI Mottke Surveying & Engineering, Inc. 767! C e.e NE Feat). MN 55432 Equinox Dovoloprnonl At.IN[Yxly 47S 04w4.1 PROTECT DIEE Apollo Lc ..AMNO 0111 Site Plan • 256.50 90.355 . s5. n. 2.07 °ere. N89'00031W 322.21 Lilac Drive 251.01 2 g <.26 s9 11 1.26 ouef 06.00 152.50 3 20.000 en 11 0.46 Sues 152.50 59910111 219.50 Eenln9 C7semm1 Lne 69 acre nee _°semenv lave .' 1 5 67.600 16. rl. 2:3 ee.o 5.565.51 1.10636 15.7131'54- 509'00'03" 123.00 N89'00'03'W 18000 1.540 5 1 I 96.76 1 6.12.56'09.4 1 ••32150 Sr., t' R- 868.51 r•'a 1 •e L- 233.39 e, 9- 1523'48" •�J t6. .32 965 r 51 \ 3 Q t NOTE: ens earn,, :e° nn vs nose! .0e 0,60+.451 ANY UTILITIES SHOWN ON THIS PLAN fir:"• °• anOO m9 00161 .05.a5.51n. 004 40 ARE ONLY APPROXIMATE IN DEPTH AN0 e . m e ew, :e:en004 Lore 500.157. LOCATION AND MUST 8E VERIFIED 8T r nne re.1 71 104 Siena en I:ew1010 0730 RSN. 75051055 / 6(6.1015 C:540. 6111,91 CI5411515 GRAPHIC SCALE Iv I men rtw Ie Tend SR. Area - 356.063 SF - 5.01 Acres FILE COP ■ Equln05 Devnlapmenl. LID U"O "ip• 6' U CR1tt 425 Mwe175 db.. IE Ilea 406-2029 At MOttke Surveying & Engineering, Inc. A 00 A olio Landing o4E06 mu P 7671 CenUet Avenue NE __ _-..' (6,0563. MA 55432 1110 5,1.E Preliminary Plat • 1. Sdoitaxt will Ix InsintIcd nrandlts paimetes of Ake ea rho+. on El, ta pooh In. ft.., erommt. Within der. or <merlin:on arguellen oft:40.1nel a( Me a.. mem go matelot to votfirt 0041109 ,47111101111000 ended 011161 seeded col notched. INFO, fltAlION 11001910 No toinon of &ma colloial calla allowed in thou leto woo 110001 onv011g ofIlmo hoinf .21 II. kb mormoollog moo lam Im. einbiruell tritionnl.end hintoonout potnent. end win avonndalta nhe a. Nock d0," ninlmho coorpocon. lhoe mat: ;0;5;17;11.11[in t:e;141e01:::;1..ent.,tons;1410.r:efet..tred.rmst,n.timnintdectIt of ft aches. oak xch ram CONS'FltlYCTION Pood t %went:Oen hchele emote-ohm ar memory sumo to ellon drnordne the rot Nilo, ,.01,.o, wider to be dhchord ,lo the pooh dhell of Ube Mire. Th: fand Im ocoradol off......rtfoo of a lo-Coc ..haff1h1 p,110d. omund Ole com• oo. NI c.c. enoolions 901.9.9019, and resCi&hof Milo collie pond. The pout atohm he oversew le0 ' Ik 111iNg Wow &c.f.:IMMO end hi .1 WI.. the 0..1o. 098ehal WPC The bottom end Ado all to loot 2-(ton diet boncohi-nonl mixture (sektute .40 50000000 es rronstmenrkd hy bentanite oopekt elletittlyt seqogrd op to Oi,111k01019ll24 . GrOlosiDe 111. ane under 01041 of boulder riya. fo phorn1 on4,0.1 rend between de 0110000,4 9011 sod 904. Abovr lo rknp, the inottheill he mcded with 1V0J Pitnen 111, ode motion ammol fo he snouted by the Engineer. t;R IMPLEMENTATION SCIIENULE 1i1111C ROW.. Irtel. 6151:10 Aflame - I I-1Y 5-"ei.11■1-10LMMlitil■liN111L11141"1-Wil.alMal Snip nal swank turmoil, tortorreebthnt bitadhlr &brig AO le Fmoram Pool fie Inie bentothe. drop, 1010.01t City emu.. node she nfoll 25-May Hry Nevin lintel Cnontunion Nab • • Imo& mnec, emar. sumo — May 9-27 Grade toolevettb end sobrole, 11114 cob & ruler May 31.h.ne Id handl Clots 5 hoe. reploce taloa. seed mulch WIN 10-17 Pow Mt& &coo Rued -hoc 20.24 . occwoocerco, blitfonce Nets! Seiko00 nil be Installed around nil Cgs until pernatoent eraeiro control Melasflollon h Imoilaont 7.•2 I, _4 10 24 100110n MIK MIMI MINS■1111111011 Thew Y. no thehipleht el this eke. 11 Is boomed that Moldings nn Ath.on-ganle. Ilea eerr.fitr,elou It 1 'pealed fin bob inditfine. Now bujidini b tt/bud to hew a Ifihn eletailon 1,00,llo. Tre,swewer.1111 mobacirumvill M regisitodco doteaoliO2 ME lowest alinemble Boor eleratton. • Fenton Treated 2.12e an Pond Side of 00101009 Structure as ham obova. Pond Outlet Reconfiguration Top View ..••••.""'; .• Nock teevnell ta. ro• Moo,. Top'f08.4 irdno ,0.0!O0114 Side View Skimmer w/ Orifice Detail (no scale) ........ Ovweee DIreollor Ulac•.?Drive b• oni.11 /9- /.../ ANT 1.111LITIES SHOWN ON THIS PLAN I ■eporl ens nt Moot b, 1". 9, .0.91 mY I NU. tr_g_ Alk & F • • - (61! 11-4150.45- 41,1A MattIce Surveying ..ngineenny, Inc ; - ----.... Equinox LieveInpmmt UP Ono tekep.041 Apollo Landing NOTE: 1 hereby certify Mo. 11. M.. Wm..., oar col C. FM. SMIa2 ouno .17 APR 0 4 2005 CITY OF I • FF :12.0 1111111111441111111I Pond Hormel Pend 502.20 I00-Year 908.24 Lilac Drive NOTE: ANY UNUTIES SHOWN ON 1111S PLAN ARE ONLY APPROXIIIATE IN 00P11-1 AND LOCATION AND MUST BE VERIFIED BY GRAPHIC SCALE 1 IP ITV I tem - Se tt by ens er under my IfIrect toper...mom end ke;":1,1:1i/ IOW° / hereby ce■bly mat thts 'covey .03 lbeemeb non ern a they Licensee Leod See•IeVor 1 1 A05111045 / unbet Ine lees &1h State •I *estate. PENSIONS 'MOW, O.55 AILMoltke Surveying & Engineering. Inc. 7671 Cent•el Avemm NE Fricley. MN 66432 FILE COPY RECEIVED Ai 1 0 2005 CITY OF LINO LAKES Equinox Development. UP Une Some 115 425 Arro..44 50.4. IE (5121 405-2525 r.o.cc„ni Apollo Landing Utility Plan • Treated Wood Privacy Penes lhonoeler Treated Wood Privacy Pence Pylon Sign Lilac Drive NOTE: . '......n • no ANY UTLITES SHOWN ON THI S PLAN _ e._...., ... e o..sae ea ADOIIION5 GRAPHIC SCALE I m rrET 1 Inch MI R 1I 0 ]� 4 w' Srotef ,e.n A.. Notes: 1. Entire site will be stabilized against erosion. 2. Parking islands will have 2- wood chips over landscape fabric. 3. Custom Landscape Plans will be developed for each individual building. 4. Main Drive We including ielonds and sidewalk will be constructed M first phase. REw54e.5 Mottke Surveying & Engineering, Inc. Cl' -e71 central Avenue NE L1I • FILE COPY Eguines Development. LIP line Lei'°' I UlwpltiT ey3 Aaeehwa bd,.. IE (elZ) sae -36 edict mE Apollo Landing • ®.1 Llac.jDrive •;, • NOE: : hereby erl h Wel surrey wee wooer ANY UTILISES SHOMI ON 7HS PLAN arm er order My erect d� ore... woo .... .. - _ _ ..... one S0.0” GRAPHIC SCALE 111 MT 11th. SO n LIL� Mattke Surveying & Engineering, Inc. Cll 7071 r...Ire1 A•enue NE • FLT U COPY Equino. Development. LIP Una Lek.‘ Iv 425 Ane.l.eu Mere. lE (612) N:0-21 10:.C. nn. Apollo Landing AGENDA ITEM 6.B. STAFF ORIGINATOR: Paul Bengtson CC MEETING DATE: May 9, 2005 TOPIC: PUBLIC HEARING Rezone to GB (General Business) Conditional Use Permit to allow a PUD (Planned Unit Development) Development Stage Plan / Preliminary Plat Allocation of MUSA reserve Apollo Landing VOTE REQUIRED: 3/5 BACKGROUND Equinox Development is proposing a 5 lot commercial subdivision on property located at 540 Lilac Drive. The application submitted includes a Rezoning to GB (General Business), a Conditional Use Permit to allow a •Planned Unit Development, a Development Stage Plan/Preliminary Plat, and allocation of commercial MUSA reserve. • The main occupant of the site will be an 80 room hotel proposed for Lot 1 of the Plat. The development also includes a restaurant pad on lot 5, and retail /commercial pads on lots 2, 3, and 4. ANALYSIS Comprehensive Plan, Land Use and Zoning, The table below identifies the existing land use and zoning as well as guided land uses for the area. . Location Existing Land Use I Guided Land Use Existing Zoning . Site Vacant 1 Commercial Rural _ North Single Family Residential Industrial Rural South 1 Apollo Drive, Industrial Commercial General Business East Vacant Commercial Rural West Single Family Residential Cemetery Industrial Rural General Industrial The comprehensive plan guides the site for Commercial land use. The site is within the stage 1 (pre -2010 growth area and a portion is within the existing MUSA boundary. Public water and sanitary sewer are availablf within the Apollo Drive right -of -way. Apollo Landing, page 2 Planned Unit Development The proposed commercial center will include five lots on which multiple buildings will be potentially built. Since each lot will not have street frontage a Planned Unit Development is necessary. In the case of a commercial development the procedure for doing a Planned Unit Development is through a Conditional Use Permit. The applicant is proposing to rezone the site to GB (General Business); however through the Planned Unit Development those base standards can be modified. Within each of the following development standards topics, the proposed standards will be discussed along with the base GB (General Business) zoning district standards, and of course recommendations from staff. Setback Standards . Buildings General Business Proposed Arterial Street 40 feet 105 Feet Side Yard 10 feet 30 feet Rear Yard 30 feet 40 feet The proposed setbacks are more restrictive than the GB (General Business) zoning district, and are therefore acceptable to staff. The proposed setbacks for parking are equal to or more restrictive than the GB (General Business) zoning district, and are therefore acceptable to staff All signage will be required to be setback the typical 5 feet from any property line. This will be included in the architectural design standards for the site. Lot Sizes The Planned Unit Development allows deviation from strict provision of the zoning code related to lot area and width. Each lot is designed to accommodate a building pad and sufficient parking to serve the intended use of the lot. The proposed lot areas and widths are in conformance with the GB (General Business) zoning district, and are therefore appropriate. Architectural Design Standards The enclosed design standards address buildings, landscaping, signage, lighting, and site maintenance by an association. Staff has proposed some revisions to the submitted document. Strikeout text represents text to be deleted; underlining represents text to be added. Marks in the margins indicate where revisions were made. Most are for clarification purposes, but there are a few significant changes. Parking Lot General Business Proposed Arterial Street 15 feet 83 feet Side Yard 10 feet 10 feet Rear Yard 10 feet 10 feet The proposed setbacks for parking are equal to or more restrictive than the GB (General Business) zoning district, and are therefore acceptable to staff All signage will be required to be setback the typical 5 feet from any property line. This will be included in the architectural design standards for the site. Lot Sizes The Planned Unit Development allows deviation from strict provision of the zoning code related to lot area and width. Each lot is designed to accommodate a building pad and sufficient parking to serve the intended use of the lot. The proposed lot areas and widths are in conformance with the GB (General Business) zoning district, and are therefore appropriate. Architectural Design Standards The enclosed design standards address buildings, landscaping, signage, lighting, and site maintenance by an association. Staff has proposed some revisions to the submitted document. Strikeout text represents text to be deleted; underlining represents text to be added. Marks in the margins indicate where revisions were made. Most are for clarification purposes, but there are a few significant changes. Apollo Landing, page 3 •Ui1din Materials/ Elevations The elevation that was submitted with this application is strictly an artist's rendering of what a hotel built to the height standards of the zoning district, and to the commercial design standards of the city zoning code would look like. It is in no way an architectural elevation depicting exactly what will be built on site. The architectural elevations are intellectual property of the different hotel chains and since a specific user has not been tabbed to take the hotel location final architectural elevations are not available at this time. However, as a Part of the Planned Unit Development rezoning request, architectural design standards must be established to dictate the aesthetics of the buildings eventually built on this site. Staff has worked closely with the applicant to develop architectural design standards that are acceptable to the developer as well as enforceable by the City of Lino Lakes. • Building Height Again, the fmal occupant of the hotel, and therefore the final design of that building can not be verified at this tune. The architectural design standards limit height to 45 feet, as is the limitation in all GB (General Business) Zoning district. ar�ling In accordance with the Screening requirements of the zoning ordinance screening is required along the boundary of the residential property adjacent to this commercial use. Either a green belt with 80% opacity, six feet in height must be provided, or alternatively a solid screening fence six feet in height. The plans as submitted provide a six -foot fence augmented with some additional landscaping. The remainder of the landscaping on site looks rather minimal, but that is based on the lack of definitive users and building size/layout for the site. As each site is designed with the final user the landscaping would be designed to work with the layout. However, again the architectural design standards would be able to spell ou the types of allowable plant materials. This would create the cohesiveness desired. As requested by staff, additional landscape islands have been added to the parking area for lots 2, 3, and 4. Green Area The GB (General Business) zoning district requires that impervious surface coverage not exceed 75 %. Th submitted plans currently show the property at approximately 70.5% impervious surface coverage, well withi the limitations of the zoning district. Revisions to the plans depicting additional landscape islands in tl: Parking area shared by lots 2, 3, and 4 further reduces that percentage. Parkins -The parking analysis is attached to the end of this report. It clearly shows that the site is providing parking at above the requirements of the zoning ordinance. The lack of defined tenants for the retail /commercial /office .portions of the site makes the reduction of parking a difficult task to undertake. City staff certainly does not 'want to eliminate parking which then causes the tenant mix allowed on the site to be limited. With the parking provided a variety of uses (as allowed within the zoning district) can be provided for with the parking depicter Apollo Landing, page 4 •11 the site plan. Originally the applicant was proposing to use some parking spaces be eliminated in favor of rash enclosures, though staff is recommending that trash storage be seamlessly integrated into the designs of 1e building. Recommendations from the Environmental Board as well as city staff regarding increased landscaping in the parking area shared by lots 2, 3, and 4 have been implemented without reducing the parking Provided on site. Access /Circulation Access to the site is via an entry /exit driveway directly from Apollo Drive. As indicated in the City Engineer's nnerlorandurn, approval for this access must be obtained from Anoka County. The applicant has submitted a separate application to Anoka County; however comments have not been made available at the time of this report, City staff is ready to proceed with the application, anticipating that the comments of the Highway DePent will not greatly affect the layout of the project. Staff has recommended a condition that requires the applicant complies with all of the comments of Anoka County and obtain any necessary permits for work Within the right of way. The Planning and Zoning Board recommended a condition that stated the following: "Examine the potential for future access to the property to the southwest along Lilac street, and if possible provide for access between the two properties." City staff has had ongoing conversations with the applicant on this subject. The applicant is leery of putting • easements across their property lines that essentially lead to no where but would then allow the neighboring property to access their site. The neighboring properties mentioned in the condition are zoned Rural and are guided for Industrial development. The applicant and City staff are both quite reluctant to allow an industrial Site access through a commercial center like Apollo Landing. In the future staff and the current applicant are interested in the potential for connecting the two sites, but only if the other site was to be developed in cohesive manner. This would mean a commercial use with architectural design standards that would bl compatible with the rest of thi s master planned commercial center. The photometric lighting plan submitted with the application includes the lighting for the entry drive and t1 hotel Property, and meets city standards. Staff is recommending a condition requiring all future development incltTde a photometric lighting plan of the entire site that depicts all development so a comprehensive revie can be completed with each building. 'bias for the lighting fixtures are included in the architectural design standards for the project. • Si- i gore As to applicant is proposing multi -tenant buildings, and the architectural design standards for the site designed to create a cohesive design throughout the entire commercial center. The architectural des standards also include the sign plan for the development. Apollo Landing, page 5 • Trash / Mechanical Equipment The site plans submitted with this application do not clearly depict a location for trash enclosures. However, in meetings held between city staff and the developer, the developer agreed to include specific language within the architectural design standards that would address this issue. Trash enclosures will be required to be built into the buildings with roll up (garage) doors or swinging gates for access. This will eliminate the need for the accessory trash enclosures that detract from the aesthetics of the entire site. The exception is the restaurant pad Which will use a detached trash enclosure for health code reasons. This is acceptable to staff because its location will be screened by the building itself. Mechanical equipment will need to be completely screened from the view of the right of way and the neighboring properties. The six foot high fence proposed around the majority of the property should do this rather effectively, with the exception of the view from Apollo Drive. All mechanical equipment and utility boxes located on the ground should be placed to be visible only from within the center, or should be effectively screened by either screen walls or appropriate landscaping materials. All roof mounted mechanical equipment should be architecturally screened by the roof structure or parapet walls as required by the zoning code. • • Utilities Water and Sanitary sewer service are available within the Apollo Drive right -of -way. Revisions to the Preliminary Plat drawing depict the correct location of the tie in to the municipal sewer system, thus any questions regarding easements on the neighboring property have been eliminated. A question still exists as to the size of service that will be required to serve the entire site, however the City Engineer feels comfortable proceeding with the application and determining that prior to construction as it has little impact on anything except the cost of the development. Stonnwater management The City Engineer has reviewed the submitted grading and drainage plan, and his memorandum is attached to this report. Evidence has been submitted to show that the existing wells for the residential properties to the north-are well outside of the required setbacks from drainage ponds. The plan is subject to review and approval from the Rice Creek Watershed District. The city has received copy of the Conditional Approval Pending Receipt of Changes from the Watershed District. ENVIRONMENTAL BOARD The Environmental Board reviewed this application at the February 23, 2005 regular meeting. They only requested that each building be brought back before them as the final plans for each lot were completed. With the recommended condition from the Planning and Zoning Board that each subsequent building be reviewed Apollo Landing, page 6 dministratively by staff, the environmental coordinator would review the plans rather than bring them to the ,nviromnental board. PLANNING AND ZONING BOARD The Planning and Zoning Board reviewed this application at the April 13, 2005 regular meeting. They reconunended approval subject to fifteen conditions. Two of those conditions required adding the maintenance of the perimeter fence and the maximum height of the buildings to the design standards. These changes have been made and are indicated in the design standards attached to this report; therefore those conditions have been eliminated. OPTIONS 1. Approve ordinance 01 -05 for the rezoning to GB (General Business) and resolution 05 -63 for the Conditional Use Permit for Planned Unit Development, Development Stage Plan/Preliminary Plat, and Allocation of Commercial MUSA. 2. Deny the project. 3. Return to u taff with direction. RECOMMENDATION • Staff recommends approval subject to the following conditions: 1. By -laws for the developments association must be submitted for review and approval by city staff prior to the final plat being reviewed by the city council. These by -laws must include a joint access /shared parking agreement for the entire site. • 2. The architectural design standards approved as a part of this application must be supplied to each incoming tenant upon signature of a lease. 3. The architectural design standards required to be approved by the City Council as part of any Planned Unit Development can not be modified unless reviewed and approved by the City Council. 4. A development agreement must be executed between the developer and the city prior to the execution of a final plat for the site. 5. Appropriate drainage and utility easements must be shown on the final plat. 6. The proposed development is subject to Anoka County Highway Department requirements, review, and approval. 7. Prior to the issuance of building permits for each building city staff must review and approve a photometric lighting plan of the entire site including all previous construction on the site. • • • Apollo Landing, page 7 8. Prior to the issuance of building permits for each building city staff must review and approve a landscaping plan of the entire site including all previous construction on the site. 9. City is willing to allow for a reduction in the number of parking stalls with the goal being to have the appropriate amount of parking. 10. Pedestrian access in addition to the sidewalk depicted along the entry drive must be added to the site. 11. Each building site plan and elevation shall be reviewed administratively by staff. 12. The applicant must comply with all comments of Anoka County and obtain the appropriate county permits for work within the street right of way. ATTACHMENTS 1. Parking Analysis 2. Architectural Design Standards revised April 26, 2005: 3. City Engineer's memorandum dated April 26, 2005. 4. Environmental Board memorandum from February 23, 2005 meeting. 5. Lighting Plan and Cut Sheets received February 28, 2005. 6. Elevation received January 10, 2005. 7. Apollo Landing Plan Set received January 10, 2005. 8. Revised Grading, Drainage, & Erosion Control Plan received April 4, 2005. • • • CITY OF LINO LAKES RESOLUTION NO. 05-63 RESOLUTION APPROVING THE CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT; DEVELOPMENT STAGE PLAN/PRELIMINARY PLAT; AND ALLOCATION OF 2.5 ACRES OF COMMERCIAL M.U.S.A. FOR APOLLO LANDING WHEREAS, the City has received an application for conditional use permit, development stage plan/preliminary plat, and allocation of commercial MUSA approval for property currently described to -wit: Parcel A That part of the West 660.00 feet of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota lying South of the North 500.00 feet and North of the South 500,00 feet thereof, according to the US Government Survey, Anoka County, Minnesota. AND That part of the West 500.00 feet of the Southeast Quarter of the Southwest Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, lying easterly of the following described line: Commencing at the Southwest Quarter of the Southwest Quarter of said Southeast Quarter of the Southwest Quarter; thence Easterly along the South line of said Southeast Quarter of the Southwest Quarter a distance of 320.00 feet to the actual point of beginning of the line to be described: thence Northerly at a right angle, a distance of 500.00 feet and there terminating, subject to easements of record, if any, and road right of way. Parcel B That part of the East 160.00 feet of the West 660.00 feet of the South 500.00 feet of the Southeast Quarter of the Southwest Quarter of Section 8, Township 31, Range 22, according to the US Government Survey thereof, Anoka County, Minnesota, lying North of a line being 50.00 feet North of the centerline of public street described as follows: Commencing at the South Quarter Corner of said Section 8, Township 31, Range 22; thence on an assumed bearing of West along the South line of said Southeast Quarter of the Southwest Quarter a distance of 836.79 feet to the point of beginning of the centerline to be described; thence Northeasterly 1124.51 feet along the arc of a non - tangential curve, concave to the Southeast, having a central angle of 78 degrees 42 minutes 57 seconds, and a radius of 818.31 feet, the long chord of which bears North 67 degrees 05 minutes 31 seconds East 1038.14 feet; thence South 73 degrees 33 minutes 00 seconds East a distance of 221.72 feet, more or less, to the centerline of Lake Drive and there terminating; subject to easements of record, if any. • ; and • WHEREAS, the applicant is proposing to subdivide the property into five parcels described as Lots 1 -5, Block 1, Apollo Landing; and WHEREAS, the conditional use permit for a planned unit development; the development stage plan/preliminary plat; and allocation of commercial MUSA approval request is based on the following submittals: • Architectural Design Standards revised April 26, 2005. • Lighting Plan and Cut Sheets received February 28, 2005. • Elevation received January 10, 2005. • Apollo Landing Plan Set received January 10, 2005. • Revised Grading, Drainage, & Erosion Control Plan received April 4, 2005. ; and WHEREAS, at their meeting on April 13, 2005, the Planning & Zoning Board conducted a public hearing and recommended approval of the conditional use permit for planned unit development; the development stage plan/preliminary plat, and the allocation of commercial MUSA subject to the conditions listed in the meeting minutes; and WHEREAS, the proposed conditional use permit; development stage plan/preliminary plat; and allocation of commercial MUSA meets the requirements of the City's zoning ordinance and subdivision ordinance subject to certain conditions of approval. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the conditional use permit for a planned unit development; the development stage plan/preliminary plat; and the allocation of commercial MUSA for Apollo Landing subject to the following conditions: 1. By -laws for the developments association must be submitted for review and approval by city staff prior to the final plat being reviewed by the city council. These by -laws must include a joint access /shared parking agreement for the entire site. 2. The architectural design standards approved as a part of this application must be supplied to each incoming tenant upon signature of a lease. 3. The architectural design standards required to be approved by the City Council as part of any Planned Unit Development can not be modified unless reviewed and approved by the City Council. 4. A development agreement must be executed between the developer and the • city prior to the execution of a final plat for the site. • • • 5. Appropriate drainage and utility easements must be shown on the final plat. 6. The proposed development is subject to Anoka County Highway Department requirements, review, and approval. 7. Prior to the issuance of building permits for each building city staff must review and approve a photometric lighting plan of the entire site including all previous construction on the site. 8. Prior to the issuance of building permits for each building city staff must review and approve a landscaping plan of the entire site including all previous construction on the site. 9. City is willing to allow for a reduction in the number of parking stalls with the goal being to have the appropriate amount of parking. 10. Pedestrian access in addition to the sidewalk depicted along the entry drive must be added to the site. 11. The final plat for the site will need to be accompanied by the final development plans for the hotel (Lot 1). At that time all of the lots will be platted, and site development plan reviews for subsequent buildings will be done administratively by staff. 12. The applicant must comply with all comments of Anoka County and obtain the appropriate county permits for work within the street right of way. 13. A maintenance free fence shall be used to surround the property. BE IT FURTHER RESOLVED that the development of the property shall be subject to the Apollo Landing Site Design Guidelines attached hereto as Exhibit A and made a part hereof. Unless otherwise specified herein the development shall be subject to the provisions of the Lino Lakes Zoning Ordinance and all other applicable chapters of City Code. Passed by the Lino Lakes City Council this 9th day of May 2005. ATTEST: Ann Blair, Cj Clerk • Apollo Landing Site Design Standards CONTENTS I. Building Design Standards II. Landscaping and Aesthetics III. Sign Plan Data Exhibits IV. Lighting Plan Data Exhibits V. Site Maintenance Apollo Landing Site Design Standards page 1 I. BUILDING DESIGN STANDARDS The design features of the individual buildings will include a select variety of design materials which will feature a combination of natural earth tones with appropriate accent colors, together in a very distinct, handsome architectural style that is in scale with the site and the surrounding land uses. Equinox Development may, at its discretion, retain review authority through restrictive covenants on the individual properties to insure compliance with the proposed commercial neighborhood architectural design theme. This authority, however, is subordinate to the City of Lino Lakes review authority. All proposed buildings will be required to create a pedestrian friendly streetscape image. Limitations will be created for detached accessory structures. Building massing for all individual buildings and for the arrangement on the site will combine with landscape elements and lighting to highlight entry and sequence. Each building's exterior elevation will work within the time honored aesthetic vocabulary of three -part composition. A base, middle, and top will each be articulated to give clarity to the buildings as well as tie all elements of the site together in a simple cohesive composition. Color and texture will be used to denote these differences. Common materials will tie the complex together. Buildings shall generally relate in scale and design features to others on the site and to other developments in the area, showing respect for local context. Equinox' intent is to create a complex in tune with Lino Lakes Marketplace and Legacy at Woods Edge thereby creating triangular anchors supportive of a common architectural design and color theme. Buildings shall avoid long, monotonous, uninterrupted wall or roof planes. A wall surface shall be no longer than 30 feet without a break. Building wall offsets, including both projections and recesses, fenestration, and changes in floor elevations, where possible, shall be used in order to add architectural interest and variety, and relieve the visual effect of a single, long wall. Similarly, roofline offsets shall be provided, in order to provide architectural interest and variety to the massing of a building and relieve the effect of a single, long roof. The maximum building height shall be 45 feet, as defined in accordance with the City of Lino Lakes Zoning Ordinance. The front facade of a building shall be architecturally emphasized through fenestration, entrance treatments and details. The architectural treatment of the front facade shall be continued, in its major features, around all visibly exposed sides of a building. All sides of a building shall be architecturally designed to be consistent with regard to style, materials, colors, and details. All visibly exposed sides of a building shall have an articulated base course and cornice. The top of the base course shall align with at least the sill level of the first story. The cornice shall terminate or cap the top of a building wall, and must project out horizontally from the vertical building wall plane and may be ornamented with moldings, brackets and other details. The middle section of a building may be horizontally divided at floor, lintel or sill levels with belt or string courses. Gable roofs must be constructed with a minimum pitch of 9/12 to the greatest extent possible. Where hip roofs are used, the minimum pitch must be 6/12. Both gable and hip roofs should provide overhanging eaves on all sides that extend a minimum of one foot Apollo Landing Site Design Standards page 2 • • • • • beyond the building wall. Flat roofs are required on buildings of two stories or more in height, provided all visibly exposed walls have an articulated cornice that projects out horizontally from the vertical building wall. Architectural embellishments that add visual interest to roofs, such as dormers, belvederes, cupolas, clock towers and other similar elements are encouraged. Fenestration shall be architecturally compatible with the style, materials, colors and details of a building. Windows shall be vertically proportioned wherever possible. Windows shall be recessed a minimum of two inches from walls or exterior trim to create shadow for visual interest. Clear or low -tint glass must be used for windows and doors; mirrored glass is prohibited. To the extent possible, the location of windows on the upper stories of a building shall be vertically aligned with the location of windows and doors on the ground level, including storefronts or display windows. Blank windowless walls are not permitted. All entrances to a building shall be defined and articulated by architectural elements such as lintels, pediment, pilasters, columns, porticos, overhangs, railing, balustrades, and others, where appropriate. Any such element utilized shall be architecturally compatible with the style, materials, colors and details of the building as a whole, as shall the doors. Storefronts that are an integral part of a building shall be designed with the upper floors of a building to be compatible with the overall character of the facade. Ground floor retail, service and restaurant uses may have large pane display windows on the ground level. Such windows shall be framed by the surrounding wall and shall not exceed seventy -five percent of the total ground level facade area. Glass curtain walls are discouraged. Buildings with multiple storefronts shall be unified through the use of architecturally compatible materials, colors, details, awnings, signage, and lighting fixtures. Fixed or retractable awnings are permitted at ground level, and on upper levels where appropriate, provided they complement a building's architectural style, are compatible with its materials, colors and details, do not conceal architectural features, such as cornices, columns, pilasters or decorative details, do not impair facade composition, and are designed as an integral part of the facade. Canvas is the preferred material, although other waterproofed fabric may be used: metal or aluminum are not permitted. In buildings with multiple storefronts, compatible awnings must be used as a means of unifying the structure. Light fixtures attached to the exterior of a building shall be architecturally compatible with the style, materials, colors, and details of the building and shall comply with local building codes. The type of light source used on the exterior of buildings, parking areas, pedestrian walkways and other areas of the site, and the quality of light produced, shall be the same or compatible. Facades shall be lit from the exterior and, as a general rule, lights should be concealed through shielding or recessed behind architectural features. Mounting brackets and associated hardware should be inconspicuous. Apollo Landing Site Design Standards page 3 All air conditioning units, HVAC systems, exhaust pipes or stacks, elevator housing and satellite dishes and other telecommunications receiving devices shall be thoroughly screened from view from the public right -of -way and from adjacent properties, by using walls, louvers, fencing, roof elements, penthouse -type screening devices or landscaping. Fire escapes shall not be visible from any street right -of -way. In buildings requiring a second means of egress pursuant to local building codes, internal stairs or other routes of egress shall be used. Dumpster space, with the exception of food service refuse or other refuse not permitted indoors according to Building Code, shall be contained within a building. All outdoor trash areas, if necessary, shall be fully screened per the City of Lino Lakes Ordinances and shall be compatible with other structures on site in regards to architecture, building materials, coloration, etc. All materials, colors and architectural details used on the exterior of a building shall be compatible with the building's style, as well as with each other. A building designed of an architectural style that normally includes certain integral materials, colors and or details shall incorporate such into its design. Material changes must not occur at external corners (with the exception of quoins, which are encouraged), but may occur at reverse or interior corners or as a return — at least four feet from external corners. Equinox Development shall review all design, coloration, placement and construction on this property prior to submittal to the City of Lino Lakes. The use of common materials throughout the development will be required in order to provide visual continuity of the site, as well as with nearby developments. All buildings will use the following materials or other materials substantially similar in color and texture: Material Manufacturer Color Finish Brick field Belden Jewel Blend Velour Texture Brick Accent Belden Potomac Clear Dart-Tex CMU Base Anchor Mojave Rock Face CMU Accent Anchor Saddle Burnished EIFS Base Dryvit Patchwood Quartzputz EIFS Field Dryvit Manor White Quartzputz EIFS Cornice Dryvit Cotton Quartzputz Metal Roof UNACLAD Hartford Green smooth Metal Roof UNACLAD Brandywine smooth Metal Flashing to match or compliment Cornice Color Ledgestone O/C Caramel n/a Majestic Slate Ecostar Stone Red n/a Majestic Slate Ecostar Earth Green n/a Hardi -Board Hardie to match field colors n/a Slateline GAF Slate Red n/a Slateline GAF Slate Green n/a Franchise images of tenants shall be coordinated with these materials when possible. Apollo Landing Site Design Standards page 4 • • The following exterior building materials are specifically prohibited: Plastic, except when used to replicate old styles (e.g. polyurethane moldings, columns, etc.) Metal or vinyl siding Plywood Corrugated metal or fiberglass Standard form concrete block- smooth faced Tilt -up concrete panels — smooth faced Smooth pre- fabricated steel panels Apollo Landing Site Design Standards page 5 II. LANDSCAPING AND AESTHETICS Entry into the site will be facilitated by a large Pylon sign at the West side of the entrance. Upon turning into the site, a user will be visually led down the tree -lined main drive to the four -story hotel at the terminus. General site landscaping is detailed on the landscaping plan including: 1. Maintenance free privacy fence at the perimeter of the property 2. Ten foot wide sodded area between fence and curb for parking lot/driveways 3. Planter islands down the main drive including Green Ash or other shade trees 4. Parking lot planter islands in Lots 2 and 3 including Flowering Crab trees 5. Additional Flowering Crab trees shall be planted throughout the site In regard to the items listed above, the following shall apply: 1. The visual impact of the privacy fence will be mitigated by clusters of vegetation plantings and /or tree plantings at a maximum of forty feet on center. For the west, north, and northern half of the east sides of the property this landscaping will be on the inside of the fence. For the south half of the east property line the fence will be stepped in intermittently and in those areas the plantings will be required outside of the fence. 2. Both sides of the fence shall be maintained in good structural and visual condition. 3. Per the request of the City of Lino Lakes Environmental Board, native plant communities may be installed in lieu of sod. 4. Planter islands shall also include ornamental vegetation 5. Additional trees shall be planted at the perimeter and on individual lots. All building plans shall include a landscaping plan to be reviewed by the City of Lino Lakes. All landscaping will conform to the City of Lino Lakes requirements under "General Provisions" Section 3, Subdivision 4 -Q. All areas with sod, and curb islands with vegetation, will be irrigated. It is Equinox' stated desire that we encourage input from the City in regard to all aspects of landscaping elements. Site features such as water, public art, flags and banners are strongly encouraged provided they contain no commercial message. Should building planters be desired, they must be integral to the design of the building It is required tliat all constructed buildings in this development have a landscaping element, at a minimum of sixty percent of the lineal front facade, and sixty percent of one other side, at a minimum width of three feet. It shall be encouraged that these beds be lighted. All areas of land other than that occupied by building or impervious surface shall be landscaped with sod and/or mulch and/or ornamental vegetation and/or river washed rock material in planting beds. Final slope grades steeper than the ratio of 3:1 will not be permitted without special landscaping treatments such as terracing, retaining walls, or ground cover. All trees used within this site development shall be indigenous to the appropriate hardiness zone and physical characteristics of this site. All deciduous trees Apollo Landing Site Design Standards page 6 • • • • proposed to satisfy the minimum requirements of this development shall be long -lived hardwood species. All landscaping incorporated in the plan shall conform to the following standards: 1) All plants must be at least equal to the following minimum size: Potted/Bare Root Balled & Burlapped Shade trees Half trees (Flowering C6rabtree) Evergreen trees Tall Shrubs & Hedge Material (Evergreen or Deciduous) Low Shrubs — Deciduous Low Shrubs — Evergreen Spreading Evergreen 2" 6' 2" 1 %2" 3 -4' 3 -4' 3 -4' 18 -24" 24-30" 18 -24" 24 -30" Potted 18 -24" 18 -24" Potted 2) New Plantings include but are not limited to: a) Deciduous Trees: Common Name: Oak Maple Hackberry (Thornless) Birch Honeylocust Linden/Basswood (American and Little Leaf) Ash (Green and White) Ginkgo (male tree only) Kentucky Coffee Tree Ohio Buckeye Amur Chokecherry Delaware American Elm Amur Cork Robusta Poplar Niobe Weeping Willow Crabapple b) Evergreen Trees: Apollo Landing Site Design Standards page 7 Common Name: Fir Spruce Pine Canadian Hemlock European Larch Cedar c) Shrubs: Common Name: Dwarf - winged euonymus Winged euonymus Privet Mock Orange Sumac Common lilac Japanese yew American arborvitae d) Ground Covers: Common Name: Ground Juniper Periwinkle, myrtle e) Pond Plantings: All pond plantings shall require City review and approval 3) Prohibited Trees: a) Deciduous Trees: Amur Maple Norway Maple Silver Maple Siberian Elm Cottonwood b) Coniferous Trees: Colorado Spruce Apollo Landing Site Design Standards page 8 • • • • I11. Sign Plan Data A. Description: 1. Apollo Landing 2. 540 Lilac St. - Lino Lakes 3. Graphic scale will be per exhibit B. Existing and Proposed Conditions: 1. At present, there are no existing freestanding or ground signs. 2. Proposed pylon sign, located to the West of main entrance, will total two hundred (200) square feet of sign area and will not exceed forty (40) feet in height and will not be closer than five (5) feet to property line. The Pylon Sign will conform to building design standards relating to composition, color, building materials and overall continuity with the Planned Unit Development. See Exhibit 1 Site identification may be added on the base or top of the pylon sign in addition to the 200 s.f. 3. Proposed individual Business signs will be attached to the building wall up to one hundred (100) square feet or twenty percent (20 %) of the building face area, whichever is greater. Variations on face colors, size and font style of letters is allowed within the guidelines, color of all returns and Trim Caps to be Bronze. See Exhibit 2: Channel Letter on Race -Way. Signs will be substantially in line horizontally with roofline and/or parapet line to maintain aesthetic continuity. One additional Business sign will be allowed for buildings with a secondary exposure, on the back or side of building, up to fifty (50) square feet or ten percent (10 %) of the building face area, whichever is greater. The additional sign shall be for the tenant behind the wall giving the secondary exposure. For example, a sign on the end of a building shall be only for the business located on the end of the building. Specifications other than size are the same as Primary signage However, no signs shall be allowed on the northern walls of buildings 1, 2, 3, or 4 and no signs shall be allowed on the west side of building 1. Signs shall not be allowed on the east side of building 4 that are less than 100 feet from the north border of Lot 4. 4. All building wall signage will use 3M Scotchcal Translucent Film Series 230 or similar for color. See Exhibit 3. C. General Regulations: 1. All signs shall be constructed in conformance with the provisions of the Uniform Sign Code published by the International Conference of Building Officials. 2. Signs shall not be painted directly to any exterior building surface, but shall be on a separate frame except for temporary display windows. 3. No sign shall be installed, which by reason of position, shape of color would conflict with proper function or interpretation of any traffic sign or signal. 4. There shall be no use of revolving beacons, flashing signs, zip flashers or similar lighted devices. Apollo Landing Site Design Standards page 9 5. No sign shall be permitted to obstruct any window, door, fire escape, stairway or opening of any building or structure. 6. Signs which become unsafe or unkempt in appearance shall be repaired or removed by the Tenant / Owner upon notification by the Zoning Official. 7. The source of light for any sign must be indirect or diffused and shall not be directed into any adjoining residential district. 8. Roof signs are prohibited. Apollo Landing Site Design Standards page 10 • • • • Sign Exhibit 1 ID- Pylon Sign Prototype Apollo Landing — Lino Lakes, MN ' isfrx Apollo Landing Site Design Standards page 11 Sign Exhibit 2 1 PREFINIBHED ALUMINUM RETURNS (.040 MIN.) � 1" TRIM CAP • STOCK COLOR ?REFINISHED ALUM. SACK (.063 MIN.) 3/16" ACRYLIC FACE • STOCK COLOR 16mm NEON TUBING (PUMPED ARGON or NEON) GLASS ELECTRODE HOUSING •IN1200 NON - CORROSIVE FASTENERS STANDARD GLASS TU6E SUPPORTS 'an AS REQUIRED DRAIN HOLES / 1 (1/4" MIN.) / i ; M/- B" DEEP X 10" TALL RACE -WAY' X 3/16" ALUM. STRU. ANGLE 20Aa. PAINT GRIP STEEL PTO. STD. BOma 120v TRANSFORMCR • 120v5ERNCE '?BONDED i CONNECTED 6Y OTHERS NOTE: EXACT WALL CONSTRUCTION DETAILS AND APPROPREATE MOUNTING HARDWARE 10 SE DETERMINED QSECTION:CHANNEL LETTER ON RACE -WAY 0 0 6CALE:3' -r-o Apollo Landing Site Design Standards page 12 Sign Exhibit 3 3M Scotchcal Translucent Film Series 230 Description 3M Scotchcal Translucent Films are durable and dimensionally stable. They die de,iyned fur use un internally illuminated signs or lur window graphics applications. !hey have uniform tutor in bath reflected and transmitted light, and have low gloss to eliminate glare. These films are intended tor application to flat acrylic, polycarbonate, fiberglass, and glass substrates. they can he applied to either the interior or exterior surface of any of these substrates, but are not intended for use on flexible sign faces. with the exception al Panatlex 940 and 945 flexible substrate. 3M Scotchcal Translucent Films have optimal cutting, weeding. lifting. and transfer properties when used with automated vinyl cutting machines. as well as optimal printing( baractet is! u, fin usr. with the GERBER EDGE digital printing system. 40 of the 50 translucent colors simulate popular PANTONE' Colors. The appropriate PANIONC Color number is listed below the applicable translucent color name. Effective Performance Life When processed in accordance with 3M iecummeniled procedures. and exposed vertically five year performance may be expected (230 -131 and 230 -141 three year performance may be expected). Alt performance statements are based upon field experience and exposure tests conducted throughout the United States. Performance will be determined by substrate selection and preparation, exposure conditions and maintenance of the markings. In the case of south facing signs in areas of long, high temperature seasons and maximum sunny days. such as the Southwestern area of the U.S.. exterior performance will be decreased. Shelf Life Uup'inted film may be stored by the fabricator for a period of up to one yea'. Mar kings rndy be stored for an additional period of up to one year. Sheeting and markings must be stored in a clean area, free from excessive moisture and direct sunlight, with ambient temperatures of 100'1(38'C) or less. Apollo Landing Site Design Standards page 13 IV. Lighting Plan Data A. Description: Apollo Landing 540 Lilac St. — Lino Lakes Graphic scale will be per exhibit C. Types of Lighting Applications: 1. Architectural: Accent lighting of architectural features is encouraged to highlight building massing and rhythm and enhance the pedestrian environment. Accent lighting shall not be a source of glare, reflected glare, or excessive light, especially when viewed from residences and streets, walkways or open spaces. 2. Building Entries: Building entries with high activity levels shall be illuminated. Appropriate treatments include: bathing entry surfaces and doorways with light, allowing the buildings interior light to glow through glazing, or using decorative lighting fixtures to announce entries. 3. Service Areas: Building mounted down light fixtures, in combination with pole fixtures, are preferred for the illumination of building service areas. Such fixtures do not cause glare of light leakage beyond the service areas. 4. Landscaped Frontages: Regular up lighting of walls or other structures in Landscaped Frontages may occur throughout Apollo Landing and must be coordinated to create a consistent and dramatic effect. 5. Landscaped Walkways: Landscaped Walkways and other pedestrian paths — unless adjacent to a building that provides adequate lighting — shall be lit by pole or bollard type fixtures that must be at least three (3) feet in height, to facilitate visibility in snow banks / drifts, but not to exceed four (4) feet in height. 6. Seating Areas: Where a more intimate environment is desired, light bollards and other forms of indirect illumination are appropriate. C. Existing and Proposed Conditions: This lighting plan is designed to use lighting systems that will reduce light pollution and to promote nighttime safety, utility, security and productivity. 1. Location and dimensions of all proposed structures and parking areas can be identified on the proposed Site Plan. See Exhibit 1 2. All lighting will be designed to conform with the following: a. Intensity — No light source or combinations thereof which cast light on a public street shall exceed one (1) foot candle (meter reading) as measured from the right -of -way line of said street. Any light source of combination thereof which cast light on adjacent residential property shall not exceed four- tenths (0.4) foot candles (meter reading) as measured Apollo Landing Site Design Standards page 14 • at the property line per the method outlined in Section 3, Subd. 4. F.5 of the Lino Lakes Zoning Ordinance. b. Cutoff — The luminaire shall contain a cutoff, which directs and cuts off the light at an angle of ninety (90) degrees or less, except lights highlighting architectural features or landscaping. c. Height — Parking and Roadway fixtures and poles will not exceed twenty five (25) feet above the ground grade, with all pole heights to be uniform. No fixture mounted on a building will exceed the height of the building. d. Location — All outdoor light fixtures shall be set back a minimum of ten (10) feet from a street right -of -way and five (5) feet from an interior side or rear lot line. No light source shall be located on the roof unless said light enhances the architectural features of the building. e. Hours of Operation — The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one (1) hour after closing, except for approved security lighting. ] f. All illuminated on- premise signs for advertising purposes shall be turned off between 12:00 AM and sunrise except that said signs may be illuminated while the business facility on the premise is open for service. 3. Exemptions: a. This Lighting Plan does not prohibit the use of temporary outdoor lighting used during customary holiday seasons. b. This Lighting Plan does not prohibit the use of temporary outdoor lighting used for civic celebrations and promotions. 2. Fixture Specifications: 1. Parking and Roadway lighting: a. Fixture — Ruud Lighting "Square Dome" with 6" extended pole mount; or approved equal. Color of all to be Bronze. See Exhibit 2 b. Pole Mount — Ruud lighting PS Series Crown -Weld poles; or approved equal. Color of all to be Bronze. See Exhibit 3 2. Wall and Accent Lighting: a. Fixture — Ruud Lighting 8" Series SE5 "Up /Down Cutoff'; or approved equal. Color to be bronze. See Exhibit 4 b. Fixture — Ruud Lighting, Medium Parabolic Floodlight LPM Series; or approved equal. Color to be bronze. Note: this fixture to be used only to accent landscaping features, not to be used for buildings. See Exhibit 5 Apollo Landing Site Design Standards page 15 i. Ground Mount Post PFM -1; or approved equal. Color to be bronze. ii. Wall Mount Bracket WM -4; or approved equal. Color to be bronze. c. Fixture — Ruud Lighting "Recessed Canopy Light ", RC Series 12" MRC0410 -1; or approved equal. Color to be Bronze. See Exhibit 6 3. Landscape / After - Sunset Directional Lighting: a. Fixture — Ruud Lighting "Luma Directional Well Light" Series GL23S; or approved equal. Color to be Bronze. See Exhibit 7 4. Bollards: a. Bollard Panel — Ruud Lighting PACE Series; or approved equal. Color to be bronze. See Exhibit 8 b. Fixture — Perimeter Cutoff CE3 Series; or approved equal. Color to be bronze. See Exhibit 9 Apollo Landing Site Design Standards page 16 • • • • • Lighting Exhibit 1 Treated Wood Privacy Fence Treated Wood Privacy Fence Lilac Drive NOTE ANY UTILITIES SHOWN ON THIS PLAN ARE ONLY APPROXIMATE IN DEPTH AND LOCATION AND MUST BE VERIFIED BY THE CONTRACTOR. OTHER UTILITIES 1 hreey terr.ly tno: 1h1 aur+er .de w Cy ..e w +new ,fly Steel sVPete... 0.0 mCI ' d-. d euy - manse° 60.0 S.r•err Londe• the M.e if the Stele Of SAnnesdtd I A3D.'IDN: I sC 1 CAT DPW' JCHKD APP I i I I ( I I T i I t Apollo Landing Site Design Standards page 17 Lighting Exhibit 1 (Continued) RUUD LIGHTING 'a 1.5 '3. I.& 1.3 .3. 1 3 .2 3 3 3.3 1•1 1.1 1.1 '3.3 3.3 1.1 'a.a 1.3 1.3 1.3 1.3 1.3 3.3 'a.* 1.3 /.3 'a.a -3.3 1.3 1. :1,2 1.a '3.5 1.3 1.3 1.3 1.2 1.2 1.3 3.3 1.3 1.4 1.3 1.3 1.3 1.4 1.1 1.11.3 1.2 1.1 1.3 1.3 1.3 1.2 1.2 1.2 1.a 1.3 3.3 1• 3 '3.2 3.3 1.2 1.3 "2.3 'a 3 - .3 1.3 s 1.2 1.3 1.a 1.a 1.3 'a., 1.3 1.3 1.3 -3.3 '3.3 1.3 1.3 .3.3 1.2 1.2 1.• -3.11 .3.1 1.2 .3.3 1.3 1.3 '2.3 .3.3 1.3 .3.3 1.3 1.2 -3.2 1.2 1 a *a. 1.2 • 1.2 1.Z 1.2 1.3 .3\ii ).3 1.1 1.2 %A 1.3 1.3 1.3 1.2 1.3 3.3 1.3 1.3 1.3 S. .3 PR2640-M e Demo. I ; ! I • 35' &13551r1C3 '1415 •■••••• NOW*. 53.3.13=.03■•■■•■•■• •■•••■••••■••••■•■•■••*.vorml* 3 3 1.5 .3 3.: 1.1 /.3 1.3 1.3 1.3 1.2 1.3 •3 '3.3 1.35 '3.3 1.2 ',I 1.• 1.•.1 a '3.1 1.2 1.3 1.2 '4.3 1.3 S. 3 1.3 1.2 'an 1, 1.2 1... 5 1.7 32,1.1 '3.s 1.1 .3.3 1.3 '3.3 /.1 .3. 3 1.3 1.3 1..3 1, '3.a 1.1 .1. 1.1 IA 4".• 'a. 1.2 1, 1.2 1.3 /. 3 1.3 1.3 3.3 1.3 1.t 1.11. 1.3 .3.4 .,.{ %.1 .2.4 X. . %.1 .5 ■ 1 .3 1. 3 .1., 1.3 1.3 1.2 S., '3.. 1.3 '3.1 .3.1 'S.: S., 3. 1, 5.s. 1.2 1.3 S.; 1.2 '2.3 1.3 1.3 1.3 1.1 1.4 1.4 1.3 1 .3.5 .s.i.'.2 131 1 3 1.2 1.5 1.3 1.3 1.2 1.3 1.3 1.3 1.■ .2.1 1.5 173 1 .3.5 71\1 /6..1 ..). \\ .3.3 '3.3 .3.3 1.3 1.3 '3.3 133 '3.2 1.3 1.3 1, 1., 1.2 1.3 i1.2 1.3 .3.) 1.3 132 1.2 1.3 1.3 1.3 1.2 /.2 1.3 1.3 1.2 '3 1 a 1.2 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.3 1.1 .3.1 V( .1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.3 %A 1.3 1.3 1.3 1.2 1.3 1.2 1.2 1.3 1.1 1.3 '3.2 1.3 1.3 1.2 .3.3 1.3 1 1.1.3 1.2 1.3 1.3 -2.2 '3., 1.2 1.3 1.2 1.3 '3.3 1 1.3 1.a 1.3 1.3 1.2 1.3 1.3 1.2 1.2 1.3 1.2 1.3 '1.2 1.2 1.3 1.3 1.2 "3.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.3 '2.3 1.2 1.3 1.3 1.3 1.3 '3., 1.3 1.1 .3.3 5.1 1.1 '3., 1.3 1.2 1.1 1.2 1.2 1.3 1.3 1.3 .3.3 1.3 1.3 1.2 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.3 r2.2 1.a 1.3 '3., .3.3 1.3 1.3 1.3 133 SE4410-D 100 W MH "FRONT • •STDE" Apollo Landing Site Design Standards page 18 • • • • Lighting Exhibit 2 r EXTENDED MOUNT SQUARE DOME® PARKING/ROADWAY (TYPE III) W (152 mm) Ballast ---- Housing Seamless. die-cast aluminum Finish color: bronze 19.W.3 (482 mm) 1— Capacitor 13.T (349 mm) —1 — Ignitor Cord 24* (610 mm) long Extended Pole Mount Finish color bronze -- Patented Hinge Assembly SPEC* WATTAGE CATALOG* PULSE START METAL HALIDE sPtr 200W PSMH S3V2820-010)) cwr 250W PSMH S3V2625-1a)(b) SEC ...300WF5MI1S3V2630-(a)(b) 01 SPEC Lpowypmm S3V2632-(k)(b) ST'F., f ssow PSMH S3V2635a)(b) 0 SPEC.. t4COWPSMH S3V2640-(a)tb) EiSPEC 450W PSMH S3V2645-lallh) smc .450W-P818H SY12645:fijib) sir • 250WpSMH S3V2675-1a)(b1. METAL IUUJIM El 77 _II SPEC e $ 400W MK 53V2440-1a)(9) HIGH PRESSURE SODIUM 5pEc . 400W HPS 53V2540-(a)(b) Way la ) Voltage and ft) Options. 2-laml readable - consul bendy. I Redeced mem* ED2S lamp GENERAL DESCMPTION Parking Id and roadway luminaire for HID lamp, totally enclosed. Supplied with IES Type III optical system. Housing is seamless, rie-cast aluminum. Mounting consists of a 1.75 (44 mm) wide by 4.5* (114 mm) high by 6" (152 mm) long extruded aluminum arrn. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole. and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high-impact, clear-tempered glass (sag lens for 450 & 750W PSMH and 250 & 400W HPS). Lampholder -- Lamp (Included) — Lens Frame Die-cast aluminum door frame secures lens: sealed with silicone gasket Finish color black - Reflector Hydrolormed aluminum with brightened and anodized finish (a) VOLTAGE SUFf1X KEY M 1201208/2401277V (Standard) T 120/277/347V (Canaria Oniy) 1 120V . _ 2 277V _ . 27 _277V Reactor (200-450W PSMH Dity) 3 208V 4 240V 5 480V 6 347V (Canaria (WA coma my kW Wimp adavonedd Iseamend Doneued. ELECTRICAL Future includes clear, mogul-base lamps. 320 - 400W PSMH and 400W MH utilize the E028 reduced envelope lamp. Pulse-rated porcelain enclosed, 4W rated screw-shell-type tampholder with spring-loaded center contact. Lamp ignitor included where required. Ballast assemblies are high-power factor and consist of the following circuit types: Reactor (277V PSMH) 200 - 450W PSMH CWA — Constant Wattage Autotranstorrner 200 - 750W PSMH; 250 - 400W MH; 250 - 400W HPS 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA Ruud Wilms Ins Pinned in USA PHONE (262) 886-1900 wymeniudliglebnp.cOM Notes lb) op-fluffs (lachre-insialled) •(a(F Fusing -(a)p Button Photocell (WA on 480V) _ -5P External Photocell (tor 480111 Speedy 131Sinple Vaasa — Sae Voided Suffix Kri ACCESSORIES MIL-19 Baddight Shield plat Wes) _ S111-19S Backlight Shield (rag lens) FINISH Exclusive DettaGuard• finish features an E-coat epoxy primer with medium bronze ultra-durable powder topcoat providing excellent resistance to corrosion. ultraviolet degradation and abrasion. The finish is covered by our seven- year limited warranty. LABELS- ANSI lamp wattage label supplied, visible during relamping. UL and CUL Listed for wet locations, and enclosure classified IP54 per IEC 529 and IEC 598. PATENTS - Patent Pending US 4,689.729 FAX (262) 884-3309 01/14/S4 RUUD LIGHTING Apollo Landing Site Design Standards page 19 Lighting Exhibit 2 (Continued) S3V2 SERIES r EXTENDED MOUNT SQUARE DOME' PARKING/ROADWAY (TYPE III) Lighfing Sciences Inc. Certified Test Report No. LSI 15891 Candlepower distribution CUM ol 400W HPS Square Dome Light Lighting Sciences Inc. Willed Test Report No. LSI 15868 Candlepower distribution curve el 400W PSMN Square Dome Light Pole-spacing Example Data 1217141 42 42 402003742 42 42 1W 10,1 100 42.7 120 1W 3115 - 244 60' 10 20 217 40 163 122 51 Om 122 103 244 100 305 332 33.5 214 143 122 ill 0 m 61 122 16] 244 305 336 Isolootandle plot of 4011W HPS Caton Square Dome Light at 30' (9.1 m) mounting height and r tilt above horizontal (Plan view) 0024014141410 4141014114100 140' 42.7 326 303 24.4 10.3 122 61 6.1 122 10.3 120 120. 42 42 217 24 40 24.4 100 303 30315 314 163 122 6.1 Oen 0 122 1/13 3U 335 316 Isdoolcandle p101 01 400W PSMH Savant Dome Light 01 35' (9.1 m) mounting Might, r tilt above horizontal (Plan view) T .1 • /"' . 1217 1WWWW 37 0' 200 NI WICO1W 42.7 36.6 303 244 103 122 140 0.1 0. 6.1 122 153 244 100 303 ME =MI 1W 122 61 Om 61 122 113.3 244 335 360 isdoetcandie plot d 250W HPS Square Dome Light at 25' (7.6 m) moulding height, 0 tilt above horizontal (Plan view) 1271WWW40 140' 20 47 W W 142130 42.7 33.6 333 24.4 183 122 6.1 Om 51 122 101.1 21.4 100 30.5 333 332 31.4 163 122 11.1 0 m 61 122 103 314 3:13 336 Isolootrandle p101 01 250W PSMH Square Dome Light at 25' (7.11 m) mouling Might. r Mt above horizontal (Plan view) Average Initial Light Levels at Grade Wog is anneormhor Minos event (Rxecandles + 0.0929 .. Lod Max. Recommended Pole-spacing Lamp TM, Lamp Lumens Mounting Height X z Y Footrandies Lux 250W PSMH 23,750 25' (7.6 m) 125' (38.1 m) x100' (30.5 m) 2.43 26 30' (9.1 m) 150' (45.8*) x 120' (36.6 m) 1.68 18 320W PSMH 31,350 30' (9.1 m) 150' (45.8 m) x 120' (36.6 m) 2.22 24 35' (10.7 m) 175' (53.4 m) x175' (53.4 m) 1.77 19 . .. . 150' (45.8 m) 2150' (45.8 rn) 2.47 27 1.89 20 . - 2.09 22 1.43 15 2.59 28 1.96 21 • 400WItMil 41,800 250W HPS 400W HPS - 51.000 RUUD LIGHTING 35' (10.7 m) 25 (7.6 m) 30' (9.1 m) 30' (9.1 m) 35' (10.7 m) 175' (53.4 m)x 175' (53.4 m) 150' (45.8 m) x125' (38.1 m) 180' (54.9 m) x 150' (45.8 m) 180' (54.9 ni) x 150' (45.8 m) 210' (64.0 m) x 175' (53.4 m) 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (262) 886-1900 FAX (262) 884-3309 0 Ruud Ligitins Inc. Pruned in U.SA vnintivedlignting.catn 01/1MM Apollo Landing Site Design Standards page 20 • • • • • Lighting Exhibit 3 STEEL CROWN- WELD' POLES (s,Wrdrrwe is ner umd) CATALOG* t .ES1ZE Square Steel Poles xPOE rlrl= Wall lrl HistsrLslx Well Mel SPEC; PS3S10C(a)BZ 1ox3*0.125 3.O*76x3 SPEC PS3S15Cla)8Z __ 15 x 3 x 0.125 _ __4.6 x 76 x 3_ SPEC a PS3S19CIa )8Z 19 x 3 x 0.125 5.8 x 76 x 3 SPEC PS4S10C1a)BZ 10x4x0.125 3.0x102x3 ID SPEC a PS4S15Cla)BZ 15 x 4 x 0.125 4.6 x 102 x 3 B- SPEC 4 PS4S19CIa)BZ 19 x 4 x 0.125 5.8 x 102 x3 CPEC P54522C(a)BZ 22 x 4 x 0.125 6.7 x 102 x 3 SPEC a PS4S 25C(a)BZ 25 x 4 x 0.125 7.6 x 102 x 3 SPEC a PS4S25SIa)BZ —45—X-4 x 0.188 SPEC a P54S27C(a)BZ 27 x 4 x 0.125 PS4S3OSIa)BZ 30 x 4 x 0.188 PS5625SIa)BZ 25 x 5 x 0.188 PS5S30SIa)BZ 30 x 5 x 0.188 P56g3061a)82 30 x 6x0.188 SPEC SPEC SPEC:* SPEC a SPEC a 0 SPEC GENERALDESCRIPTION Non - tapered steel poles are supplied with welded base with cover, four galvanized anchor bolts, masonite mounting template and a pole cap (except tenon mount). Each bolt is provided with two washers and two nuts. Steel pole base has slotted holes. Per National Electrical Code requirements, pole is standard with a 2' x 6' (51 x 152 mm) hand hole, located 12' (305 mm) above bottom of pole base. A #10-32 stainless - steel weld stud with grounding lug is located inside pole. opposite hand hole; a hand hole cover is supplied but shipped separately. For EPA ratings. see'Wmdloaderg" sheet. PATENT US 5.820.255; 6.640,517 7.6x102x5 82x 102x3 9.1x102x5 7.6x 127x5 -- 9.1x127x5 _ _ ._— 9.ix152x5 Notes (a) POLECONFIGUAATWN 1 -. Single (diirect_mount) _ _ 5_ cis Triple (direct mount) 2!-!Twin ®18g_(direct mount) . __ 6 r _ Quad (direct mount) 3 • Twin 0 90direct mount) T — tpeon_(ordar anon separately) For Mures we i 'bud 20" meant add Ire* 2 to cenfenmdsn numbers La. 21.22.2x.25 and 2e. MATELIIALS Square, non -tapered pole of structural stet tubing (ASTM A 500); with a minimum yield strength of 46.000 psi Welded to a formed carbon steel base plate with a minimum yield strength of 36,000 psi FRIISN Exclusive DettaGuarde finish features an E-coat epoxy primer with medium brows ultra- durable per mph. inking excellent msistarhre to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. 9201 Washington Avenue Racine, Wttsconsin 53406 -3772 USA O Pond Lighting Inc Minix! in USA PHONE (262) 886 -1900 www.rxuaagmng.wm LABELS Ruud Lighting square poles meet or exceed National Electrical Code Requirements. In the US, Ruud square poles are classified by Underwriters Laboratories Inc. for electrical ground bonding; in Canada. they are CSA certified for electrical ground bonding and structural strength. ACCESSORY' Catalog li REC -GFIBZ (120V) Wet Listed In-use cover FAX (262) 884-3309 a1au RUUD LIGHTING Apollo Landing Site Design Standards page 21 Lighting Exhibit 3 (Continued) PS SERIES STEEL CROWN- WELD' POLES 1133180181112 10'(3.0m)x3'(76mm) Wall thickness -0.125' (3 mm) Base ppte - 10' (254 mm) square x 0.50' (13 mm) Blida Anchor bolls - 3H' -10 x 18' (457 mm) +3' (76 mm) Bolt circle diameter -10' (254 nun) 9.3' -11' (235 mm - 279 mm) Maxinom to m weigh - 200 bs. (91 Kg) Approximate shipping weight - 58 es. (26 KO) PS3S15C(a)8Z 15'(4.6 m)x3'(76mm) Wag thickness - 0.125' (3 mm) Bass plats - 10' (254 mm) square x 0.750' (19 mm) thick Anchor bolls -314-10 x 1r (457 mm) • 3' (76 mm) Boll crab diameter - 10' (254 mm) 9.3' - 11' (235 mm - 279 mm) Maximum fixture weight - 1751bs. (79 Kg) APprmdmate shipping weight - 62 bs. (37 Kg) PS3S18C(a)B2 19' (5.8 m) x 3' (76 mm) Wag Wck ess -0.125 (3 mm) Base paw - 10' (254 mm) square x 0.750' (19 mm) thick Ander bolts - 3/4'-10 x it (457 mm) • 3' (76 mm) Bolt drab diameter - 10' (254 mm) 9Z - 11' (235 mm - 279 mm) Maximum fixtem weight - 15016s. (68 Kg) Approxmate shipping weight - 92 bs. (42 Kg) P0411110C(a)BZ 10' (3.O m) x 4' (102 mm) Wall thickness -0.125' (3 mm) Base pate - 10' (254 mm) square x 0.750' (19 mm) Win Anderbob- 3/4' -10 x 18' (457 mm)+7 (76 mm) Bolt dude diameter -10' (254 mm) 93' - 11' (235 mm - 279 mm) Maximum fixture weight - 300 lbs. (136 Kg) Apprmdmate shipping weight - 78 bs. (35 Kg) PS4S16CIa)82 . .- . -.-_ ______ - __ ---- 15' (4.6m)x4'(102mm) Wall Wci ass - 0.125' (3 mm) Bass plate -10' (254 mm) square x 0.750' (19 mm) thick Ardor bolts- 3lr -10 x30' (762 mm) • 7 (76 mm) Bolt Mkt diameter - 10' (254 mm) 9.3' - 11' (235mm -279mm) Madman Item weight - 300 es (136 Kg) Apprmdmate shipping weight -119 Ms (54 Kg) PS4S190(a)11Z 19' (53 m) x r (102 mm) Wag lividness - 0.125(3 mm) Base plate -10' (254 mm) square x 0.750' (19 mm) thick Anchor bolls- 3/4-10 x30' (762 mm) +7(76 mm) Bolt circle diameter - 10' (254 mm) 93' - 11' (235 mm - 279 mm) Maximum enure weight - 280 bs. (127 Kg) Appredmate shipping weight -144 bs. (65 Kg) PS4S22C1,112 - - - - 22' (6.7m)xr(102mm) Wall Mildness - 0.125' (3 mm) Base plate-10' (254 mm) square x 0.750' (19 mm) thick hider bags- 3/4'4D x 30' (762 mm) • 7 (76 mm) Bolt circle diameter - 10' (254 mm) 9.' -11' (295 mm - 279 mm) Maximum fixers weight - 240111s. (109 Kg) Appradmate shipping wsigM -163 bs. (74 Kg) P5482501a)IIZ 25' (7.6 m) x 4' (102 mm) Wall thickness - 0.125' (5 mm) Base pate - 10' (254 mm) square x 0.750' (19 mm) dick hider bale - 314' -10 x30' (7 62 mm) • 3' (76 mm) Bolt circle diameter - 10' (254 mm) 93' - 11' (235 mm - 279 mm) Maximum gxtem weight - 2101bs. (95 Kg) Approximate shipping weight -182 lbs. (83 Kg) RUUD LIGHTING PS4S2511(a)BZ 25' (7.6 in) x 4' (102 mm) Wag Oiisbess - 0.188' (5 mm) Bass pate - 10' (254 mm) square x 0.750' (19 mm) Udcb Ardor bogs -3 4' -10 x30' (762 mm) +3' (16 nen) Bog crab diameter -10' (254 mm) 9.7 -11' (235 mm -279 mm) Maximum fixers weight - 325 ga. (148 Kg) Apprmdrnate shipping weight -252 ga. (114 Kg) PS4S27Ca)BZ 27' (8.2 m) x 4' (102 mm) Wall thickness -0.125' (3 mm) Base pis -10' (254 mm) swats x 0.750' (19 mm) thick Anchor bolt - 314'-10 x 30' (762 mm)+ 3' (76 mm) Bog circle diameter - 10' (254 mm) 9.3' - 11' (235 mm - 279 mm) Maximum 8xurre weigh - 200 lbs. (91 Kg) Appnsdmats shipping weight -195 lbs. (89 Kg) PS4S90S(a)BZ 30' (9.1 m) x 4' (102 mm) Wall thickness -0.185 (5 mm) Base pan - 10' (254 mm) square x 0.750' (19 mm) thick Ardor bolls - 3/4' -10 x30' (762 mm) • (75 mm) Bog circle diameter -10' (254 mm) 9.3' -11' (235 mm - 279 mm) Maximum enure weight - 2501bs. (113 Kg) Approdmate shipping weight - 301 es. (137 Kg) PS5S21S1a)BZ 25' (7.6 in) x 5' (127 mm) Wall gdduess - 0.188' (5 mm) Base pate - 10' (254 mm) square x 0.750' (19 mm) Win Ardor bolts - 1'-8x36 (914 mm) +r (102 mm) Bolt circle dbmebr -10' (254 mm) 97 -11.3' (248 mm - 287 mm) Markham blunt weigh - 450 bs. (204 Kg) Apprndmaleshppng weight -320 bs.(145 Kg) PS533118Ia18Z -------- -` -- °- - 30'(9.1m)x5'(127mm) Wail 0ridueas -0.188" (5 men) Base plan - 10' (254 mm) square x 0.750' (19 mm) Adak Arxhorbob -1'41 x36 (914 mm) +4' net (102m) Bolt dude dement -10' (254 mm) 91' - 11.3' (248 mm - 287 mm) Maximum a hot weight - 375 bs. (170 Kg) Apprmdmate shipping welpM -379 his. (1721g) PSIS3C841IZ 30' (9.1 m) x 6' (152 mm) Wall thickness -0.188' (5 urn) Base plate - 12' (305 mm) square x 1' (25 mm) thick Ardor belts- r -8x36 (914 mm) +4' (102 mm) Boll circle dement -115 (292 mm) 11.3' - 12.8' (286 mm - 324 mm) Maximum fixers weight - 525 lbs. (238 Kg) Apprwlmate shipping weight -457 ga. (207 Kg) 9201 Washington Avenue Racine. Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 FAX (262) 884 -3309 O Ruud Lighting Inc Road in USA www.IWxghdrwg.osm Apollo Landing Site Design Standards page 22 • • • • • Lighting Exhibit 4 SOUARE WALL MOUNT 8aa (203 mm) UP /DOWN CUTOFF Ballast — Lampholder - Ignitor Sealing Gasket - L. — ODs- (6 mm) 3.1" (ra mm) r I . -1- Silicone Gasket \ I 4.1'(104 mm) — I- Polycarbonate i Lens Housing Finish color. bronze Lens Spring-Clip Assembly Madden from view Crouse Aluminum Reflector and Ballast Cover (Included) — — 6'(203 mm) - BOTTOM VIEW SPEC */ . ism ' WATTAGE CATALOG # " METAL HALIDE ❑ SPEC # Any 50W MH SE5405- fallb) ❑ SPEC # -. Any TOW MH SE5407- (a)Ibl - HIGH PRESSURE SODIUM ❑ SPEC# - N,y 35WHPS SE5503 -Mb) ❑ SPEC# Any 50WHPS SE5505- (a)lb) I] SPEC# Any 70W HPS SE5507-(a)(b) Sorely 11) Vona AIM Options. GENERAL DESCRIPTION Aluminum die -cast housing supplied. Knockouts are provided on the back of the housing for 112 conduit entry or for mounting over a single gang box, 4' square or 4' octagon boxes. NOTE: Knockouts are centered 1.6' above centerline of fixture. Two S8 x 1' threaded studs and nuts are provided for mounting over a junction box. Housing also includes 112-14 NPT threaded hubs on three sides for conduit entry. Closed cell neoprene sponge gasketing on the back of the housing provides a watertight mounting seal. Silicone sponge cord gasket between housing and lens ensures a water- and insect - tight seal. Injection molded clear polycarbonate Tens and shroud assembly is held in place using a hidden spring clip assembly. Combination of internal painted shroud and diffuse reflector provides controlled upligM and downlight with side cutoff. - - Aluminum Shroud Finish color bronze , 11241 reads' Me (a) VOLTAGE SUFFIX KEY D 12012T7V (Stallard: 50 - 70W MH) T 120277)347V (Canada Orly) (70W MH) 1 120V (Standard: 35- 70W HPS) p 277V (35 -70W HPS) 3 201iV (35 - 70W HPS) 4 240V(35- 71WHPS) 6 347V (Oaf Only) (50 -Mir MH: 70W HPS) For HAW aaYeily mama as Mad rimdL s Mom )V- a rased your Red L*aq ausmma Iwenaame OWnt or. ELECTRICAL Fddures include a clear, medium -base Tamp and porcelain enclosed, 41(v-rated screw -shell -type lampholder with spring - loaded center contact Lamp ignitor included where required. All ballast assemblies are normal power factor and use the following circuit types: Reactor(120V only) 35 - 70W HPS Reactor/Transformer (208. 240, 277V) 35 - 70W HPS HX - High Reactance 50 - 70W MH LABELS ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations and enclosure classified IP54 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 SE5 -8 SERIES Notes (b) OPTIONS (factory - install d) -(a)F Fusing' H High Power Factor Ballast (UA for 50W MH or 50- 70W HPS with 347V) J Tamperproof Lens Fasteners ia■P Photocell 0 Quartz Standby' (Includes 100W quartz laew) Sorely fa) Sings Vamp -See Votes Suns Der 'Manz a her optimism not available tougher FINISH Housing is standard with our exclusive DeltaGuard• finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. ACCESSORIES TPS -i Tamperproof Screwdriver FAX (262) 884-3309 0 Ruud Lighting inc. Piloted in USA www.tuudigMing.cmr 12711103 RUUD LIGHTING Apollo Landing Site Design Standards page 23 Lighting Exhibit 4 (Continued) SE5 -8 SERIES WWI:120°1 Ote.tidi '400,` • Front View SOUARE WALL MOUNT 8" (203 mm) UP /DOWN CUTOFF Lighting Sciences Inc. Certified Test Report No. LSI 11603 Candlepower distribution curve of 50W HPS Square Up/Down Cutoff Fishes. EFFICIENCY = 59.3% Distance In Units of Mounting Height • %5 3 4 p 1 2 3 4 Distance In Units of Mounting Height Isotootcaade plot at 50W HPS Square Perimeter Cutoff Itldore a1 1C (3 m) mounting height. (Plan eiw) RUUD LIGHTING Isofootcande plots show initial footcandles at grade. (Footeandles = 0.0929 = Lux) ANGLE MEAN CP i ANGLE MEAN CP 0.0 371 725 106 5.0 381 75.0 106 10.0 410 77.5 92 15.0 415 80.0 69 20.0 410 82.5 46 25.0 405 85.0 32 30.0 404 87.5 24 35.0 412 90.0 22 40.0 557 j 95.0 36 45.0 218 105.0 92 50.0 502 115.0 148 52.5 617 125.0 619 55.0 552 135.0 425 57.5 504 145.0 432 60.0 454 155.0 432 62.5 157 165.0 427 65.0 127 175.0 439 67.5 126 180.0 387 70.0 122 Maximum Candlepower. 619 Plane of Maximum CP: 67.5° Vertical Angle of Maximum Candlepower. 125.0° Lumen Rating: 4000 MOUNTING HEIGHT CONVERSION TABLE Footwndle indiums for mounting Aeigbla other than 10' (3 m) may be obtained by maf 1piying la slues by the following: HEIGHT 7.0' (2.1 m) 8.0' (2.4 m) 910' (2.7 m) 12.0' (3.7 m) 15.0' (4.6 m) 20.0' (6.1 m) FACTOR 2.04 1.56 1.23 0.69 0.44 025 LAMP WATTAGE CONVERSION TABLE FootwMle endings Inc wattages and tamp types other than 50W HPS may be oblained by multiplying le rallies by the following: LAMP/WATTAGE 50W MH 70W MH 35W HPS 70W HPS MULTIPUER 0.77 126 0.56 1.60 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 FAX (262) 884 -3309 O Ruud Lighting Inc. Printed in USA w«w.ruWI gnene.com 17!11413 Apollo Landing Site Design Standards page 24 • Lighting Exhibit 5 r ADJUSTABLE ETI TEB RECTANGULAR MEDIUM PARABOLIC FLOOD ❑ • ❑ e Db Cast Aluminum Rasing t reed color bronze pate hams dead): 9.3- Q35 mm(N n 16- (406 mm)L: 5.1• (130 mm)D 4illtrr - peewee metered) Cassettes Adjustably Finer flat Scams Side Vim ^ Black stainless stet Tanpmed Gies Las with stems set Paiseasayd Pa miala Lampholder I® lamp (Included) Reflector Hydrofamed aluminum wilt etched and anodized knish High Power Factor Ballast Passisd Inbred Hinge Assembly —Lana Frame Die-cast aluminum door hams: sated with L.icon 'wake Fish color. block Captive Lae Saw Black awnless steel Adjuabble R Die-cast aanteuam knuckle s sized he T p,. (2-3111-150 mm) OA.) Finish odor. breeze (5as See wow) SPEC # WATTAGE CATALOG# PULSE START METAL HAUDE SPECS 1251V PSMH LPM3612- (a)(b) SPEC A 150WPSMH LPM3615- (allh) METAL IfALJOE SPEC a 5ITW MH LPM3405- (a)lb) SPEC a 70W MH LPM3407- (a)(b) SPEC 11 100W MH LPM3416- a)(b) SPEC a 175W MH LPM341713)(b) HIGH PRESSURE SODIUM _ SPEC r 35W HPS LPM3503- (a)(bl SPEC 50W HPS LPM3505-IaM_b) SPEC r __ 70WHPS LPM3507- (a)lb) SPEC a 100_HPS LPM3510- 4)(1)) SPEC a 150W HPS LPM3515 -la 11b) Spada (a) Vamp 4 la) 0060M GENERAL DESCRIPTION Medium -beam parabolic floodlight luminaire for HID Tamp. totally enclosed. Hydroformed aluminum reflector is etched and anodized. Housing is seamless, die -cast aluminum. Aluminum die -cast adjustable fitter mounting is sized for 2' pipe (2 -318' [60 mmj 0.D.). Allows for directional aiming as well as 2 -1/2a incremental vertical adjustment. Contains integral wiring compartment. Two stainless -steel set screws provide clamping to vertical tenons. Lens assembly consists of rigid aluminum frame and high - impact, dear - tempered glass. FINISH Exclusive DdtaGuarda finish features an E -coat epoxy primer with medium bronze ultra- durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven - year limited warranty. (a) VOLTAGE SUFFIX KEY D 120/277V (Standard: 125W PSMIt 50 -100N 1.1H: 50W HPS) M 1201208/240277V (Stadar& 151W PSMH; 175W Mgt 70- 150W HPS) T 120277/347V (Canada Only) (Stanched: 150W PSMIt 70 - 175W MH: 70 -150N HPS) 1 120V ( Stallad: 35W HPS) 2 277V 27 277V Reach (150W PSMH Only) 3 208V 4 240V 5 480V (175W 191 70- 100W HPS) 6 347V (Canada Only) Fa vases aasoia9 Wets to 115 eel randy me 9naam TIM or comet yew Bed Lows out tie l ha moue Metal= ELECTRICAL Fature includes dear, medium -base Tamp. Pulse -rated porcelain enclosed, 4kv -rated screw- shell-type Iampholder. Lamp ignitor included where required. All ballast assemblies are high - power factor and use the following circuit types: Reactor(277V PSMH) 150W PSMH Reactor 120V: 35 -150W HPS HX — High Reactance 50 - 100W MH; 50 - 150W HPS CWA — Constant Wattage Autotranstormer 125 & 150W PSMH; 175W MH LABELS ANSI lamp wattage label supplied. visible during relamping. UL Listed in US and Canada for wet locations. 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA 0 Rule Lighting Inc Pitted in USA PHONE (262) 886-1900 www rutelligheng.com Notes (b) OPTIONS (factory-installed) -la)F Fusing J Tamperproof Lens Fasteners -5P Eternal Photocell per 480V) X Linear Spread Lens - Horizontal Y Linear Spread Lem-Vertical Speedy Ise Sinew gongs —See *dace Such Kay PATENT US 4,689,729 ACCESSORIES DB -12 01-L 05 -12 LS-L Deep Baffle Internal Louver Glare Shield Polycarboote Vandal Shield foot for use with trews in uptight position) PC -1 Button Photocell (tar noires se to 120V) PCa6 Button Photocell Ow li mres set to 347V) PC -2 Button Photocell Dor trams set to 209.240.27711) PGM-1 Ground Mount Post TPS -1 Tamperproof Screwdriver WG-L Wire Guard FAX (262) 884-3309 12/1103 RUUD LIGHTING Apollo Landing Site Design Standards page 25 Lighting Exhibit 5 (Continued) LPM3 SERIES EPA RATING r ADJUSTABLE FITTER RECTANGULAR MEDIUM PARABOLIC FLOOD Isotootcandle plots show initial tootandles at grade. (Footandles , 0.0929 = Luz) EPA 1.14 for single fixture with 60° tilt (Consult factory for EPA rating on multiple units). awe 2719 new loses ■ - --- -- ■t•�t•�1t• ■f•NIf•p1111\• ■1•..d'111-m ■IIIMMIHMV MINIM ■I♦I♦II♦]ititlf•, ti 1•11■ ■I•t•wra L'11111110■ ■f•f•f1�f•k1f•f•■ ■•MEMIMl'NNI■ ■I•viau l•\ \f•■ ■ IVAMI f•ti•M■ VERTICAL nonaDNfAL 40 1 1 16• oat ANGLE 116819 ®1 30 40 Lighting Sciences Inc. Certified Tat Report No. LSI 9687 Candlepower trace through origin of 175W MH Rectangular Medium Parabolic Floodlight. IIEMA Type: 4V s 5H. RUUD LIGHTING 4v 312' 4P 30' 20' 10' 10' 20' 30' 12.2 9.2 6.1 3.1 27 10' 7 10' 20 3P .7 122 9.2 6.1 3.1 0m 3.1 6.1 9.2 12.2 0 m 3.1 6.1 9.2 12.2 Isotootcandle plot of 175W MH Medium Parabolic Floodlight at 15' (4.6 m) mounting height and 0' vertical tilt. (Plan view) 2P 10' P 10' 20. 30' 40' 6.1 3.1 0m IaafoolamtN plot of 150W HPS Medium Parabolic Floodlight at 15 (4.6 m) moulding height and 0' vernal till (Plan view) SP 417 30' 20' 10' 0' 1W 97 DO' 70' 9P 50' 4P 30' 20' 10. P 10 153 9.2 6.1 3.1 Om 3.1 6.1 92 10' 20' 30 4P 50 30.5 27.5 24.4 21.4 18.3 15.3 122 92 6.1 3.1 Om 3.1 122 92 6.1 11 Om 11 6.1 92 122 153 I381oot030db' plot ol 175W MH Medium Parabolic Roodlight at 20'16.1 m) moulding height and sr vertical Mt. (Plan view) 9201 Washington Avenue Racine. Wisconsin 53406 -3772 USA 0 Ruud Lighting Inc Primed in USA 4P 30' 40 30' 20 10' 7 10' 20' 30' 40' 12.2 9.2 6.1 3.1 Om 3.1 20 17 P 10' 27 37 47 12.2 6.1 9.2 6.1 3.1 0m 3.1 6.1 9.2 122 92 12.2 Izntordandle plot 0175W MH Medium Parabolic Roodlight at 20' (6.1 m) mounting height and r vertical tilt. (Plan view) 40' 40 37 20' 1P 7 10' 2P 37 40' 12.2 3Q 2P 10' P 17 20 30 40' 12.2 9.2 6.1 3.1 Om 3.1 6.1 92 122 92 6.1 3.1 0 m 3.1 6.1 92 12.2 Isoloohaadle plot al 150W HPS Medium Parabolic Roedlght at 20'16.1 m) mounting Might and r vortical GIL (Plan view) SP 40' 37 Inc. 9P eP 70' 60' 50' 30' 20' 10' 10' 153 122 92 2P 1P 0' 10 27 30' 40 5P 30.5 6.1 31 Om 31 61 27.5 24.4 21.4 18.3 15.3 122 92 6.1 3.1 0m 3.1 92 122 153 Isotoolcandle plot of 150W HPS Medium Parabolic RoodligM a120' (6.1 m) mounting height and or vertical 1111 (Plan view) PHONE (262) 886-1900 FAX (262) 884 -3309 www.nnldlgmng.ccm 12!17/13 Apollo Landing Site Design Standards page 26 • • • • • • Lighting Exhibit 6 RECESSED MOUNT 16" (406 mm) RECESSED CANOPY LIGHT Capacitor (Where required) Ballast Insulation Detector Patented — Hinge Assembly Lampholder rHousing Seamless, de -cast aluminum Fnish color: black ❑ 16' (406 mm) -- -` - -- Reflector Refinished specular aluminum Lamp (Included) oi�..� S (165 mm) ,� 6. L Bracket Adjustable for up to 1 -3/6' (35 mm) ceiling etidmess Trim Frame ---- - -•- Finish color. white `17.3" (438 mm) O.D. Lens -- - High impact. #73 crystal tempered glass SPEC # WATTAGE' CATALOG* PULSE START METAL HALIDE p SPECK 200W PSMH RC0620- la )(b) METAL HAUDE E3 SPEC i 175W MH RC0417- (a ((b) HIGH PRESSURE SODIUM 0 SPEC# 150W HPS RCO515- (a)(b) SOWS (al Voltage b Tel Wiens. GENERAL DESCRIPTION Recessed Canopy luminaire for HID lamp, totally enclosed. Reflector is specular aluminum. Housing is seamless, die -cast aluminum. Includes four adjustable steel "L" brackets for mounting to various ceiling thicknesses and four hold down clips to prevent fixture movement during trim installation. Rough -in 16.3' (413 mm) sq. hole required for fixture installation. Two 112 (13 mm) conduit openings are provided for wire supply. A maximum of 4 No. 12 AWG (2 in2 out) through branch circuit conductors suitable for at least 150"C allowed on fixtures. Fixtures are provided with a UL fisted insulation detector, which will deactivate fixture if inadvertently covered with insulation. Lens assembly consists of rigid aluminum frame and high-impact, /73 crystal tempered glass. — Hold Down Clip • Lens Frame Die-cast aluminum door frame secures lens; sealed with silicone gasket Finish color. white (a) VOLTAGESUFFIX KEY 1 120V (Standard) 2 277V 3 208V 4 240V 6 347V (Canada Only) for roans avaeaalay adstee ea US and Canada. fee & OW T04 or weal your Rae LaIamq weaned uYSaealenat 06etam. ELECTRICAL Fixture Includes clear, mogul -base Tamp. Pulse - rated porcelain enclosed, 4kv -rated screw- shell- type lampholder with spring - loaded center contact. Fixtures require a minimum 150°C temperature feed wire. Lamp ignitor included where required. Ballast assemblies are high - power factor and use the following circuit types: Hx — High Reactance 150W HPS CWA — Constant Wattage Autotransformer 200W PSMH; 175W MH LABELS ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations. 517fl1 Waf hinntnn Avenue Racine Wiscnn in 53406 -3777 I ISA PHfNF 0F71 366r1q110 Notes (b) OPTIONS (factory- installed) -la IF Fusing D Quartz Standby (includes 100W Pura imp) Soedly lax Single Voltage — See Voaege Suffix Key FINISH Exclusive DeltaGuard' finish features an E -coat epoxy primer, with white ultra- durable powder topcoat for the ins frame and trim frame, providing excellent resistance to corrosion, uttraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. PATENT US 4,689,729 ACCESSORIES LPF-16 2 x 2 Lay -in Panel FAX (7671 RR4- 33fl9 RUUD) Apollo Landing Site Design Standards page 27 Lighting Exhibit 6 (Continued) RCO -16 SERIES RECESSED MOUNT 16" (406 mm) RECESSED CANOPY LIGHT Metal Halide Lamp: 400 Walt (Clear) - 36.000 Imes Lem~ /73 Crystal Tampered Glass Test Distance: Z (8 m) Certified Teat Report Lighting Sciences Inc. No. LSI 5767 prom, 14 *A Efficiency • T6.0%: SC • 1.2: SIMH .12 onpwo•rSaawr SAM Brow 275 49 17.5 Boos 010. 0 10952 10902 10852 11352 10452 5 10955 10907 10953 11005 11041 1047 10 10931 10973 11012 11019 11070 15 11132 11163 11085 10985 10859 3111 20 10545 10828 10014 10715 10993 25 10002 9174 10020 10025 9568 4597 30 8883 1915 9380 9336 8837 35 7546 1096 0700 8734 8243 5260 40 6058 7274 7971 8096 7509 45 5767 6349 7194 7304 1645 5214 50 L595 5268 6305 6330 5742 55 3470 4170 5314 5292 4892 4261 W 2540 3162 4295 4251 4026 65 1826 2315 3210 3270 3200 2851 70 1292 1621 2342 2384 2425 75 797 1017 1494 1557 1621 1422 10 407 513 772 010 057 95 117 144 216 241 268 296 90 0 0 0 0 0 OW laws and Pm:Wpm low Nam' %lsa %Firm 0-39 9754 24.32 31.19 940 14021 3696 4199 009 23496 6527 83.72 090 28063 77.96 100.00 1099 14042 301 59.94 9090 4567 1211 1411 90110 0 000 0.09 0-110 21063 77.96 10010 Coefficients of UtIIiratIon Effective Floor Cavity Reflectance = 0.20 cc t 71 se i 19 11011. 15 50 31 10 71 Y 30 151 50 39 19 00 31 10 31 39 18 RCN REFLECTANCES: -. • S ✓ w • .3 : Io • .2 t 33 : 1 an 020 010 0.77 0.01 031 019 076 0.71 0.78 674 075 673 022 072 0.71 015 2 679 074 070 OAS 0.76 611 016 010 0.70 056 013 017 010 012 0.55 013 051 3 073 010 W 0.50 071 ass 030 0211 023 058 055 081 057 654 650 636 053 4 016 015 051 049 056 059 053 149 057 052 049 035 051 047 033 650 647 5 063 036 047 043 051 053 0.47 642 031 046 042 030 ON 042 OAS 0.44 041 5 150 DAe 0.42 027 056 649 0.42 047 0.46 at 037 040 040 IN 044 039 936 7 050 043 037 031 032 043 027 022 042 036 932 041 076 032 040 635 022 • 050 040 011 029 0.4 039 0.701 029 4JB 073 029 0.9 0.32 626 076 032 020 9 046 026 070 020 0A5 079 020 016 025 021 025 0.34 029 025 023 0.71 015 10 013 073 027 013 042 022 027 023 072 026 023 031 026 021 025 016 022 OUICK CALCULATOR: Use this chat 50 determine the number and spacing of Ruud 16' (406 mm) Canopy Lights with 40031 clear MR lamp. Numbers and spacing to other wattages may be determined as follows: 175W multiply by 0.39; 250W multiply by 0.57. RUU D l• g9n1 Waghinntnn AvnnnR Rarinn. Wisrnnsin 5:1411F-3772 I ISA PHnPIF (9891 RAF -19510 FAX (7521 RA4 -33119 Apollo Landing Site Design Standards page 28 ao REFLECTANCES: -. • S ✓ w • .3 : Io • .2 t 33 : f /Yro • 1.2 SC • 13 sn e a4 RCR 1 20 i /o p t2 e- RCR•3 , a so. rt. n. 0 rmmwt R 00tw4e• 200 000 +000 1400 1e00 , 2200 2,000 maim. 10 1/ 20 25 30 35 40 45 e0 OUICK CALCULATOR: Use this chat 50 determine the number and spacing of Ruud 16' (406 mm) Canopy Lights with 40031 clear MR lamp. Numbers and spacing to other wattages may be determined as follows: 175W multiply by 0.39; 250W multiply by 0.57. RUU D l• g9n1 Waghinntnn AvnnnR Rarinn. Wisrnnsin 5:1411F-3772 I ISA PHnPIF (9891 RAF -19510 FAX (7521 RA4 -33119 Apollo Landing Site Design Standards page 28 • • Lighting Exhibit 7 LOW VOLTAGE LUMA AFTER - SUNSET DIRECTIONAL WELL LIGHT 1• (25 mm) 61.23 SPEC* LAMP TYPE WATTAGE CATALOG* 0 SPEC a PAR36 Max SOW GL23 -BK shake PAR36 Max SOW GL23S -BK GENERAL DESCRIPTION Directional well Tight is adjustable. GL23 moves up and down, GL23S is stationary. Black fixture head is die- formed aluminum; body is extruded PVC; black stainless -steel hardware. For use on ground surface or directly buried. 61.233 ELECTRICAL Fature utilizes 12V, PAR36 (maximum 50W) Tamp with screw terminal base. PigtalI and connector is 18/2 SPI; 60' (152 cm) long, molded polycarbonate, with nickel plated beryllium copper contact pins. FINISH Exclusive DeltaGuard' finish for head features an E -coat epoxy primer with black textured ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven -year limited warranty. 9201 Washington Avenue Racine. Wisconsin 53406 -3772 USA O Ruud Lighting 1R Prinrc0 in USA PHONE (262) 886 -1900 mmmWegbem.mm Notes LABELS UL Listed in the US and Canada for wet locations. ACCESSORIES For 61.23 TAF13 Color Alters fuse wxh TAH13) TAH13 Louver/Mar Holder TAUS Hex Cell Lower mom use( wen TAH13) For 6123E GA -81 -B11 Black Cast Aluminum Grate GA-03 -11I Black (asst Aluminum Lens Holder TAR' Convex Lens (use wise GA03) 'Se¢iy color. A. Amber. a . Blu. G . Green. e . Ree. FAX (262) 884-3309 12/11,03 RUUD LIGHTING Apollo Landing Site Design Standards page 29 Lighting Exhibit 8 ALUMINUM — FOR CIRCULAR FIXTURE BOLLARD PANEL Conduit Openings 01.1' (29 mm) r 374' condos( 36' (914 mm) _(231 mm) c. (83 mm) (211 mm) SPEC # CATALOG # DESCRIPTION sPEC s PAGE {a) Panel for Ctrculer fixture' 'aamr Worn W Wren separably. Spaaay la) OOeWa (a) OPTIONS (factory - installed) P Hole tor Photocell ACCESSORIES PC -1 Button Photecea (120V) PC-2 Button Photocell (20a. 240.277V) PC'S Button Photocell (347V) (Canada Ony) Panel 0A6T (2 mm) tic* aluminum Finish color Wong Frame 0.186 (5 non) Mick a 33 (83 non) aluminum Finish color brava — Galvanized Steel Anchor Bolts 316 -18:6 (152 mm) •13 (32 mm) GENERAL DESCRIPTION Bollard Panel, commonly used to support one circular security light. consists of a heavy gauge aluminum frame with two panels, and is easily assembled with the stainless -steel phifiips head fasteners provided. When purchased for use with our Circular Security Light, the fixture slips through an opening on the front panel. Attachment is made by removing the conduit opening enclosure plug at the back of the fixture. and then assembling the fixture to the panel using a single 112' -14 NPSM attaching bolt (provided). Two 3/8' -16 x r (152 mm) steel anchor bolts are included to secure in a poured concrete base. Suggested poured base: 2' (610 mm) deep x 1? (305 mm) dia.. depending on soil types and frost fine in your area. Two 3/4' conduit openings are provided in the base of the frame, to allow ease of wiring when a fixture is used. 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 O Ruud Uoheng Inc. Pnnled in USA www.ruudligheng.wm Notes FINISH Exclusive DeltaGuard• finish features an E -coat epoxy primer with medium bronze ultra- durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven - year limited warranty. FAX (262) 884 -3309 12n1N3 RUUD LIGHTING e Apollo Landing Site Design Standards page 30 • • • • • Lighting Exhibit 9 CIRCULAR WALL MOUNT PERIMETER CUTOFF Ent Goodall r- DI►Gst Lana Reflector and Entry I ( Ring — ABalked C 025' (8 mm)--1 '-3• (78 mm) �-{— 5.3- (133 mm) Ignitor (fro inquired Mounting Hole Knockouts 1R' —/ Conduit Entry —Clear and Internally Painted Acrylic Lana Reflector Prdireshed Speadar Aluminum C.1 8.8' (714 mm) Back Gasket Housing - i= Finish color L V2' Conduit bronze Entry - Lamp preluded) Moral arm - Silicone Sponge - lampholder Ballast Rubber Gasket SPEC # WATTAGE CATALOG* METAL HALIDE El SPEC k Wall Downiight 50W MH CE3405- la )(b) 0 SPECa Wall Downlight 70W MH CE3407- (a)(b) HIGH PRESSURE SODIUM 0 SPEC a Any 35W HPS CE3503- (a)(b) 0 SPEC Any 50W HPS CE3505-(a)(b) 0 SPEC a Wall Downlight 70W HPS CE3507- (a)(b) SPEC a Wall Down8gM 100W HPS CE3510- (a)(b) FLUORESCENT 0 sew e Any 13W FL CE3213- (a)(b) Solidly (a) Vdtage S tit) poem GENERAL DESCRIPTION Aluminum die -cast ballast housing supplied with two 1/4' (6 mm) knock -outs for 18 or 110 mounting screws; two sealing washers are provided for watertight mounting. Housing also Includes three 1/2' -14 NPT socket drive closure plugs for surface wiring or entry from the back. Neoprene gasketing on the back of the housing provides a watertight mounting seal. Silicone seal bonds the lens to a die -cast aluminum retainer ring, which secures the assembly to the housing. A second silicone seal is provided between lens assembly and housing. Injection molded clear acrylic lens and specutar reflector direct fight downward to wash the wall below and to the sides of fixture. Extra wide cutoff distribution provides glare control and permits maximum spacing between fixtures. Corals., beam Back MN, NON: Future can bas mated 90' to Mort for We to ads or fop to bottom conduit entry (a) VOLTAGE SUFFIX KEY D 120277V (Standard 50 - 7DW MH) T 120277/347V (Canada Only) (7eW MH) 1 120V (Standard: 13W FL; 35 -10OW HPS) 2 277V (13W FL 35 - 70W HPS) 3 208V (35 -7DW HPS) 4 240V (35 -70W HPS) 6 347V (Canada Ody) (70W IPS) For ooga ao bi*y amen Oa US aid Gnarls. an edam 1119 or cot= mar Red tigauq- adken®d beanekid Diseboo c EiECTRICAL Fluorescent fixture includes a 13W quad tube compact fluorescent lamp. HID fixtures include a Gear, medium -base lamp and porcelain enclosed, 4kv -rated screw -shell -type lampholder with spring - loaded center contact. Lamp ignitor included where required. M ballast assemblies are normal power factor and use the following circuit types: Preheat (minimum starting temperature -51 [- 20'C)) 13W FL Reactor (120V only) 35 -100W HPS Reactor?ransfonner (208, 240, 277V) 35 - 70W HPS HX — High Reactance 50 - 70W MH 9901 Waxhinntnn Avenue Racine. Wiecnncin 534m6-3772 IISA PH()NF r9R71 RArr19I11 Notes (b) OPTIONS (factory- installed) H High Power Factor Ballast J Tamperproof Lens Fasteners -(a)P Photocell V Poycarbonate Lens Spedry la) Skigls Voltage- site Nonage Sutra key LABELS ANSI Tamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. FINISH Exclusive DeltaGuard• finish features an E-coat epoxy primer with medium bronze ultra- durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven - year limited warranty. ACCESSORIES TPS-1 Tamperproof Saewdriner FAX t7R91 AR4 -33(19 RUUD Apollo Landing Site Design Standards page 31 Lighting Exhibit 9 (Continued) CE3 SERIES CIRCULAR WALL MOUNT PERIMETER CUTOFF Side View Lighting Sciences Inc. Certified Test Report No. LSI 9911 Candlepower distribntlon curve of TOW HPS Circular Perimeter Cutoff Kean. EFFICIENCY = 67.0% Distance In Units Of 2 4 A 2 3 4 5 Distance In Unes Of Mouneng Height Iw lootwndle plot of 70W HPS Circular Perimeter Cutoff fncbrre at 10' (3 m) mounding height. (Plan view) IsofootcandIe plots show initial Iootcandles at grade. (Foot cand les + 0.0929 = Lux) ANGLE MEAN CP ANGLE MEAN CP 0 1170 5 1209 10 1228 15 1291 20 1383 25 1535 30 1731 35 1905 40 1937 45 1987 50 1909 55 1819 60 1739 65 1636 70 1569 75 1503 80 1441 85 1399 95 1320 100 1283 105 1223 110 1033 115 762 120 383 125 170 130 121 135 49 140 25 145 16 150 16 155 30 160 40 165 40 170 8 175 3 180 2 90 1392 Maximum Candlepower. 1987 Plane of Maximum CP: 45° Vertical Angle of Maximum Candlepower. 45° Lumen Rating: 6400 MOUNTING HEIGHT CONVERSION TABLE Footcandle readings for momrting heights other than 17 (3 m) may be obtained by multiplying le values by the following: HEIGHT 7.0' (2.1 m) 8.0' (24 m) 9.0' (2.7 m) 12.0' (3.7 m) 15.0' (4.6 m) 20.0' (6.1 m) MULTIPLIER 2.04 1.56 1.23 0.69 0.44 0.25 LAMP WATTAGE CONVERSION TABLE Footpadis readings tarwa9ages and lamp types other than 70W HPS may be obtained by multiplying le values by the following: UIMPAVATTAGE MULTIPLIER 13W Fluor 0.13 50W MH 0.48 70W MH 0.79 35W HPS 1 0.35 50W HPS I 0.63 100W HPS 1.51 • (RUUD l 9901 Washinntnn Avenue Racine. Wist•.nrmin 53466 -3777 IISA PHONF (2691 RR6r19111) FAX (2621 RR4 :X109 Apollo Landing Site Design Standards page 32 • • • • V. SITE MAINTENANCE A. Apollo Landing Property Association (ALPA) will be formed and membership required for all purchasers of lots in the Planned Unit Development. ALPA will be funded by members, will address and be responsible for the following: 1. Pylon Sign and Monument Sign maintenance 2. Main drive maintenance including landscaping, lighting, asphalt, sidewalks etc. 3. Stormwater management preservation, snow plowing and removal 4. Irrigation system maintenance 5. Perimeter fence maintenance. Both sides of the fence shall be maintained in a condition of good repair and shall not be allowed to become and remain in a condition of disrepair or danger, or constitute a nuisance, public or private. B. ALPA members shall agree to grant easements, in writing, to all members regarding utilities, joint access, shared parking etc. Apollo Landing Site Design Standards page 33