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Home My WebLink About2011 01 24 Public Hearings 500 Choices in Learning Charter School Review For Special Exceptions CITY COMMISSION AGENDA Consent Informational ITEM 500 Public Hearing X Regular January 24, 2011 , Meeting Mgr. / D- Authorization REQUEST: The Community Development Department requests the City Commission review the information presented in this agenda item and consider four (4) requests for the proposed Choices in Learning charter school: (1) the special exception requests, (2) aesthetic review, (3) the fmal engineering/site plan, and (4) modifications to the Development Agreement (DA) to incorporate the requested code deviations if they are approved as part of the special exception requests. SYNOPSIS: The purpose of this agenda item is for the City Commission to consider all the information contained in this agenda item as a basis for recommendations for the special exceptions, aesthetic review, fmal engineering/site plan, and DA modifications for the 51,200 SF, 2 -story, Choices in Learning charter school (grades pre -K through 5), located on the vacant wooded crescent - shaped 8.7 -acre site at the northeast corner of SR 434 and Central Winds Drive. The site has been designated a Civic Site and a development agreement has been approved and executed in conjunction with the special exception for a large footprint building and a concept plan. Waivers of certain code provisions for the site plan and aesthetic review are addressed through the special exception process pursuant to the criteria set forth in Section 20 -321 (C). CONSIDERATIONS: LAND USE, ZONING DESIGNATION, ETC.: Zoning: Town Center Future Land Use Designation: Town Center APPLICABLE REGULATIONS & OTHER CONTROLING FACTORS: Florida Statutes Comprehensive Plan Chapter 9, City Code January 24, 2011 City Commission PH Item 500 Page 2 Chapter 20, City Code Civic Site designation Special Exception for large footprint building Development Agreement BACKGROUND AND OVERVIEW: The vegetated 8.7 acre upland site is strategically located along the north side of SR 434, at the western-most terminus of the Town Center, where two (2) important [visual] terminating vistas along SR 434 meet. It is also bounded by the Cross Seminole Trail, Central Winds Park, the Hound Ground paw park to the north, and the high school to the east. Across SR 434, to the south, is Heritage Park and its associated 1.6 acre undeveloped commercial site. There is an existing AT &T facility fronting Hicks Avenue that the site must design around. The applicant requests the final engineering/site plan approval for a 51,200 S.F., 2 -story, charter elementary school for approximately 450 - 650 students; most of whom are projected to live within 6 miles of the campus. This proposal is a relocation of the existing Choices in Learning Elementary School, which is currently located in Longwood, on the north side of SR 434, just beyond 17- 92). The school is proposed with 65 regular and 5 handicap accessible on -site parking spaces, a drop- off/pick -up area (with its associated queuing area for approximately 150 vehicles) for parents and school buses, 28 parallel parking spaces in the adjacent Hicks Avenue right -of -way (ROW), and bike rack facilities. CIVIC SITE: Section 20 -323 (a) of the City Code lists schools as a permitted use within the Town Center. Section 20 -324 (9) of the City Code provides for the designation of certain sites having special public importance to be designated as "civic sites." This allows the civic building certain architectural flexibility to create a special architectural statement, which the City's Town Center consultant, Victor Dover, of Dover Kohl and Partners, and staff believe is important for this site. Civic buildings contain uses of special public importance. Civic buildings include, but are not limited to municipal buildings, churches, libraries, schools, and places of assembly. Civic buildings do not include retail buildings, residential buildings, or privately owned office buildings. In order to provide greater flexibility to create a special architectural statement, civic buildings are not subject to build -to line requirements or building frontage requirements. The Commission conditionally approved the civic site designation at its June 14, 2010 meeting. This development constitutes the first civic site that has come before the City. LARGE FOOTPRINT BUILDING: At its regularly scheduled meeting of June 28, 2010, the City Commission, in its capacity as the Development Review Committee for the Town Center, made a recommendation of approval of the special exception for the large (> 20,000 SF) footprint building within the Town Center. The Commission also approved the concept plan, subject to conditions. The Commission approved the special exception at its July 12, 2010 meeting. A development agreement was approved on September 23, 2010, with the understanding that modifications would likely be required to accommodate the site plan, the aesthetic review, or both. January 24, 2011 City Commission PH Item 500 Page 3 For comparison, the most recent (approved in 2003) school built within the City is the Layer Elementary, located on SR 419, which is outside of the Town Center. It has a 66,837 square foot main building on 15.41 developed acres of a 34.37 acre site and includes 112 parking spaces (70 for staff, 36 visitor, and 6 handicap accessible spaces). The site is subject to the Town Center provisions of the comprehensive plan (Future Land Use Element) and the Town Center Code (sections 20 -320 through 20 -327 of the City Code). Section 163.3194, Florida Statutes, requires any development approved or undertaken by a local government to be consistent with the comprehensive plan. DEVELOPMENT AGREEMENT: The Choices in Learning Charter School Development Agreement (DA) was approved September 13, 2010. The DA documented approval of the concept plan, the civic site, aesthetic commitments associated with the civic site designation, hours of operation (to avoid traffic conflicts with the high school), phasing, relocating the existing overhead power lines underground, 4 foot tall black vinyl coated chain link fence around the play area, deferring on- street parking along the eastern site boundary, Hicks Avenue improvements, and future joint use of City park and charter school facilities along with addressing the foundation permit, building permit, parking and queuing, possible joint signage for the school and Central Winds Park, and payment in lieu of property taxes. The DA was recorded on October 26, 2010. It was acknowledged in the beginning that the DA would likely need to be amended to memorialize code deviations /waivers identified during the site plan and aesthetic review processes (and approved as special exceptions), as is typical for developments within the Town Center. TREES & LANDSCAPING: The heavily treed site contains a number of specimen trees, along with invasive exotic plant material. The trees within the southeastern corner of the site (closest to Central Winds Drive) will largely remain intact, although some exotic invasive species (e.g. camphor and ear) will be removed. The west end of the site contains bamboo, another exotic invasive, which will be removed. At least four (4) specimen trees will be removed from the development area. Seven trees within the parking and drop -off area are currently designated for preservation with additional trees at the west end of the site to be preserved. The site is to be designed so that the south and west sides of the site present attractive terminating vistas, with interesting and appealing architecture and landscaping. The trees and landscaping are to shield the vehicular areas (as much as reasonably possible) and utility features, while presenting views of prominent portions of the building and site that exemplify and manifest the importance of the civic site and location. LISTED SPECIES: There are at least two (2) gopher tortoise burrows on the site. If the burrows are located within a portion of the site proposed for development, then they must be relocated, pursuant to the required state Florida Fish and Wildlife Conservation Commission (FWC) permit before any clearing, filling, or construction may occur in that area. No other state or federally listed plants or animals (or evidence thereof) were found on -site by either the applicant's ecologist or City personnel. The School has received all required permits from the FWC and is pursuing January 24, 2011 City Commission PH Item 500 Page 4 relocation of the gopher tortoises as soon as weather conditions are within the parameters established by the FWC permit. TRAFFIC: The Charter School's traffic engineering consultant prepared a traffic impact study that, after several rounds of review, has been approved by Staff. The Charter School is estimated to generate 1,612 daily trips, including 527 AM peak hour trips, 377 PM peak hour trips (school PM peak from 2:45- 3:45), and 111 roadway PM peak hour trips (5:00 -6:00 PM), based on the ITE Trip Generation Manual, 8 Edition. A key issue identified in Staff's review was the potential conflict between Winter Springs High School (WSHS) exiting traffic and Charter School entering traffic for car line drop- off/pickup (mainly PM; AM also has a high volume but that volume is more evenly distributed). On normal school days, WSHS traffic is cleared each day by approximately 2:40 PM. The Charter School currently dismisses at 3:00 PM, but the car queuing line starts stacking as early as 2:30 PM. To address this concern, Staff recommended moving the Charter School's AM start and PM dismissal back to minimize this potential conflict. The Charter school agreed to a start time of no earlier than 8:45 AM (with doors open for normal dropoff no earlier than 8:15 AM) and a dismissal time no earlier than 3:15 PM, except on early dismissal days when the dismissal time is no earlier than 2:15 PM. This schedule adjustment is documented in the Developer's Agreement approved by the City Commission on September 13, 2010. CAR LINE QUEUING: As part of Staff's review of the project, Staff observed the existing PM car line operation at the Charter School's current location in Longwood on August 30, September 1, and September 3, 2010. At the current school location, the highest staff count for the static queue (longest line of vehicles) was 130 on August 30, 2010. Based on Staff's field observations and the 650- student capacity at the new school, a queuing capacity of 150 -160 vehicles was recommended. The Charter School's engineering consultant has provided an exhibit demonstrating a queuing capacity of 164 vehicles. The primary queuing area is the onsite parking lot, which has widened aisles in some areas to accommodate a queuing operation similar to that used at the current school location. In addition, the on -street parking lane being constructed along the south side of Hicks Avenue west of the project entrance has been designated as a "flex -lane" which will provide visitor parking during most periods but will be reserved for vehicle queuing during the school's PM car line operation. UTILITIES: The existing overhead power lines along the Hicks Avenue ROW are to be relocated underground. The site is served by City potable water, sanitary sewer, and reclaimed effluent. The site is designed with an on -site storm -water wet detention pond which will also serve as a source for part of the irrigation (the pond will be the primary source, with a device to switch to reclaimed when the pond draws down below a specified threshold). The stormwater pond's outfall connects to the existing FDOT stormwater system in S.R. 434 near the western end of the property. There are at least two (2) existing wells on -site, which will be abandoned, pursuant to SJRWMD standards. Schools are exempted by law from paying water or sewer connection fees January 24, 2011 City Commission PH Item 500 Page 5 (connection fees are typically collected before construction commences, to fund adequate infrastructure capacity, commensurate with expected volume). FENCES/WALLS/HEDGES: The existing development agreement allows a 4 foot tall black vinyl- coated chain link fence around the play area. Section 20 -327 prohibits chain link, barb wire, and plain wire mesh fencing within the Town Center, as was noted by Town Center consultant Victor Dover (Dover Kohl & Partners) during the charette. Subsection 20 -327 (b) prescribes the maximum height, opacity, materials and finishes, and configurations. The applicant has noted that the existing Hound Ground Paw Park, on the north side of Hicks Avenue, has black vinyl- coated chain link fencing. In addition to the play area, the applicant proposes black vinyl- coated chain link fencing along the north -west portion of the site. Decorative fencing is proposed along the SR 434 ROW. COMPREHENSIVE PLAN: Pedestrian Access to SR 434 (see FLUE Policy 1.6.6; FLUE Policy 5.2.5; MTE Policy 1.3.3; MTE Policy 1.5.3; and MTE Policy 1.5.12) Staff has indicated that the Comprehensive Plan encourages a sidewalk connection from the main entrance on the rear of the school to SR 434 as part of the newly adopted multi -modal strategies. Also, during the review of the site plan by the City's Town Center Consultant, Dover - Kohl, they also recognized the need for a pedestrian connection to SR 434 and stated, "SR 434 is intended to continue to evolve over time as a signature public space within the Winter Springs Town Center. As this important thoroughfare and its adjacent land uses transform, SR 434 will become a complete street - important not just as a vehicular route, but as a pedestrian route. Pedestrian connectivity between SR 434 and the charter school is therefore important. This connectivity would be further enhanced with the addition of a pedestrian pathway from SR 434 to the charter school entrance, possibly through the parking lot." However, the principal of the school has indicated that school children would not be safe walking along SR 434 as the roadway currently functions. Recognizing these safety and security concerns, Staff suggested a balance approach. A locking pedestrian gate to an extension of the sidewalk within the parking lot to the building entrance could be provided. This gate would be accessible on a limited basis and would be provided at such time as the City is able to achieve a speed reduction to 40 mph along SR 434 and the City or FDOT proceeds with reconstruction of the existing sidewalk. Until that point in time, the sidewalk along Central Winds Parkway and Hicks Avenue will be used by pedestrians to access the school at the main entrance on the north side of the building where the school's safety plan calls for pedestrians to access the building. In addition, if there is a LYNX bus stop located in the vicinity of the school, the school will work with the City to provide the locked gate that can be opened during special events and civic events at the school facility. Sidewalks Width along SR 434 (see FLUE Policy 5.2.6) The Comprehensive Plan requires all sidewalks within the Town Center to be a minimum of 6' wide. The existing sidewalk along SR 434 is only 5' wide. There are significant impediments to January 24, 2011 City Commission PH Item 500 Page 6 reconstructing this sidewalk and to the widening of this existing sidewalk. After consulting with the City's Public Works Department, it has been determined that the only feasible widening of this sidewalk would need to be accomplished by the FDOT or the City when, and if, warranted. All proposed sidewalks are a minimum of 6' in width. Street and Pedestrian Lighting (see MTE Policy 1.5.3; MTE 1.6.2; MTE Policy 1.11.3a) Currently there is no street lighting along the development side of the public streets which adjoin the property. The school is lighting only that portion of Hicks immediately in front of the school. Sidewalk lighting is required in the Comprehensive Plan, however, staff believes that additional street or sidewalk lighting along Hicks Avenue, Central Winds Parkway, and Central Winds Drive could be delayed until the adjacent frontage is developed in these areas. Staff has recommended memorializing this deferral in an amendment to the Developer's Agreement. As part of its review of this agenda item, the Planning and Zoning Board recommended that the City pursue adding lighting to the areas of Hicks Avenue, Central Winds Parkway, and Central Winds Drive where the new sidewalk is to be installed, thereby providing lighting all the way to the sidewalk's termination at the SR 434 right -of -way. This sidewalk also provides pedestrian access to the Central Winds Park, the dog park, and the high school. CODE DEVIATIONS: The site plan and its associated aesthetic review plans, require consideration of deviations from the code. This is not unusual for developments, particularly within the Town Center. Some of these deviations have been addressed in the existing DA. It was acknowledged that there would likely be additional items listed in the DA to accommodate the site plan and aesthetic review. The code deviations that were not addressed in the existing DA will be addressed through the special exception process and, if approved, will be proposed for inclusion in a DA modifications. 1. Canopy height above the sidewalk does not meet 10 foot minimum (Sec. 20 -326 (a); 2. [Black vinyl- coated] chain link fence prohibited in Town Center (Sec. 20 -327); 3. Expression line does not delineate the division between the first and second story (Sec. 20 -327 (a) (1)); 4. Transparency does not meet 15 percent minimum (Sec. 20 -327 (d)); and 5. 22', 25', and 40' curb -cut radii, instead of 15' maximum (20 -324 (1)). Staff typically accepts Dover Kohl's assessment of whether or not a code deviation request is acceptable within the context of a specific proposed development. The objective is to be flexible where necessary, without compromising important Town Center components or setting bad precedents. I. SPECIAL EXCEPTIONS: Section 20 -321— Requirements for Special Exceptions Special exceptions: (1) The city commission may by special exception waive strict compliance with provisions of competent evidence that: January 24, 2011 City Commission PH Item 500 Page 7 a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. The following are the special exceptions being requested by the applicant (with the applicant's justification), the applicable code criteria, the applicant's explanation, and staffs responses. The unedited request package from the applicant is included as an attachment. 1. Canopy /awning/marquee height above the sidewalk: Subsection 20 -326 (a) of the Town Center Code requires canopies to be at least 10' above adjacent sidewalks. Applicant's justification: The City staff and the Town Center consultant (Dover Kohl) encouraged the use of stepped parapet facades, expression lines, and varying height of building features. The original concept plan showed canopy heights at varying elevations, some of which, it turns out, are 9' above the sidewalk. The current design shows varying wall heights, wall relief, a dome, cornice features, multiple colors, and different canopy heights. Allowing areas of the canopy to be set at varying heights enhances the architectural appeal of the project. The current design and canopy heights were reviewed and supported by Dover Kohl and City staff. (Questions a through d are common to all Special Exception requests discussed below but are enumerated only under the first request) a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by designating this site a Civic Site. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. As a part of the Development Agreement, Choices in Learning will be making improvements, such as street parking, landscape buffers, and sidewalks. All of these items improve the City of Winter Springs and the Town Center. January 24, 2011 City Commission PH Item 500 Page 8 b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. Staff response: Although there is no apparent hardship involved, much of the Town Center includes awnings and canopies at or about the nine (9) foot elevation above the sidewalk, with no apparent harm. The primary reason for 10 feet of clearance appears to allow for signage under a canopy (important for pedestrian - oriented retail and office traffic) and still have adequate clearance so people do not hit their heads on signage which may be installed under a canopy. The school has indicated it will not have signage under the canopies or awnings. Staff supports this request. 2. Black Vinyl- coated chain link fence. Applicant's justification: An open wet retention pond with a sidewalk adjacent to it creates a safety concern in a school environment. Not all young children know how to swim so the applicant respectfully requests permission to install black vinyl fence along the Hicks Avenue side of the pond in an effort to prevent accidental entry to the pond. The black vinyl material will be compatible with the fencing used at the adjacent Dog Park on Hicks and at Central Winds Park. Staff responses: Although chain -link fencing was used in the adjacent dog park where its function is more applicable to this type of fencing, its spread is clearly inappropriate in the Town Center, with the possible exception of the play area. Chain link fencing does not enhance or further the Town Center, nor does it otherwise act as a positive catalyst. At the charette, very early in the design January 24, 2011 City Commission PH Item 500 Page 9 process, Victor Dover noted that chain link is prohibited by the Town Center. There was a discussion of decorative fencing around the pond and the remaining portions of the site which might need fencing. Staff does not believe the applicant has justified the requested deviation and does not support further use of chain link fencing beyond what was addressed in the DA (the play area). 3. Expression line location on building face, below the 2" floor window, in lieu of at the division between the ft and 2 floors. Applicant's justification: Moving the expression line higher on the building makes it more visible and prominent by eliminating conflicts with the covered canopy system. Leaving the expression line at the second floor elevation (as opposed to what is currently designed) will limit its visibility. The canopy tie -backs would block the expression line. The current location of the expression line is supported by Dover Kohl. Staff responses: Staff research has shown that a number of traditional school (civic) buildings were constructed with the expression line below the second floor windows. Staff supports this request. 4. 15 Percent transparent glazing required. Applicant's justification: Subsection 20 -327 (d) of the Town Center Code requires that building elevations facing parks, squares, or streets contain 15% transparent glass. The current design has approximately 13% transparent glass Interior design of a school room requires the utilization of solid wall space. Per the request of the City Planners and the City Architect, the size of the windows was increased and the percentage of glass increased slightly. The applicant believes the percentage of glass on the north elevation is at a maximum while still keeping the interior of the building functioning as a school. The applicant therefore respectfully requests a Special Exception. The current design and percentage of transparency has been reviewed and deemed acceptable by Dover Kohl. Staff supports this request. 5. Corner curb radii greater than 15 feet (40', 25' & 22'). Applicant's justification: A turning radius of 15' does not accommodate a school bus or most emergency vehicles. The applicant therefore respectfully requests a Special Exception. This exception is supported by the City Engineer. Staff responses: Staff recognizes that curb radii sometimes need to be made larger to accommodate fire truck turning radii (in this situation) as well as FDOT requirements (no FDOT curb radii requirements for this site, however). Tight curb radii are important to creating and maintaining a walkable environment because January 24, 2011 City Commission PH Item 500 Page 10 they slow motor vehicle turning which improves bicycle and pedestrian safety - they should be provided within the Town Center wherever reasonable and applicable. Staff supports this request. II. AESTHETIC REVIEW: The submittal requirements for aesthetic review are set forth in Section 9 -605 and include the following: (a) a site plan; (b) elevations illustrating all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9 -603. Each aesthetic review criteria is listed below, followed by staff comments in bold print. The City Commission may approve, approve with conditions, or disapprove the application only after consideration of whether the following criteria have been satisfied: (1) The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The proposed aesthetic plans for the Choices in Learning meet this criterion, except for the black vinyl- coated chain link fencing outside of the play area. (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. No other more recent site plans have been submitted in this immediate area. The proposed project represents a very positive addition to the surrounding area (except for the black vinyl coated chain link fencing cited above). (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: (a) Front or side elevations, (b) Size and arrangement of elevation facing the street, including reverse arrangement, (c) Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. January 24, 2011 City Commission PH Item 500 Page 11 The proposed building is a civic building and does not appear excessively similar or dissimilar to the other structures in the immediate area. As a civic building, the proposed facility is intended to make a somewhat unique statement as part of the Town Center. (4) The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The plans are in harmony with the surrounding area and, as stated in (3) above, the civic site and building are intended to be somewhat unique and make a noticeable statement within the context of the surrounding area. (5) The proposed project is consistent and compatible with the intent and purpose of this Article, the Comprehensive Plan for Winter Springs, design criteria adopted by the city (e.g. Towne Center guidelines, SR 434 design specifications) and other applicable federal state or local laws. The Choices in Learning charter school aesthetic plan is consistent and compatible with the intent and purpose of the Comprehensive Plan and other applicable regulations, except for the black vinyl- coated chain link fence. (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite - resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of architectural enhancements in an appropriate and tasteful manner and in furtherance of the civic site /structure designation. III. SITE PLAN: The site plan is consistent with the comprehensive plan and the City code, except as noted. The Code deviations have been listed for special exception consideration as part of this agenda item. FINDINGS OF FACT: 1. The 8.7 acre Choices in Learning charter school site is within the City of Winter Springs. The site has a Town Center Future Land Use designation and zoning. 2. Subsection 20 -323 (a) of the City Code of Ordinances lists schools as a permitted use within the Town Center. 3. Subsection 20 -324 (9) of the City Code of Ordinances provides for the designation of certain sites having special importance as "civic sites." The City Commission designated this as a civic site on June 14, 2010 (with conditions). January 24, 2011 City Commission PH Item 500 Page 12 4. The Commission approved the concept plan on June 28, 2010 5. The Commission approved the special exception for a large footprint building (footprint larger than 20,000 SF) on July 12, 2010. 6. The Commission approved the development agreement (DA) on September 23, 2010 (it was recorded October 26, 2010). 7. Central potable water, sanitary sewer, and reclaimed water are available to the site from the City. 8. The aesthetic review and site plan are consistent with the comprehensive plan, except as noted. Except as noted for special exceptions, the plans are consistent with the City Code. 9. The Planning and Zoning Board, at its regular meeting on January 5, 2011, recommended that the City Commission approve the Special Exceptions (excluding the request for the additional chain -link fencing), the Aesthetic Review, and the site plan as submitted. FISCAL IMPACT: The applicant states that the school had a 2009 -2010 operating budget of $3.6 million, payroll (and associated taxes) for 45 employees of $2.0 million, in -house revenue for procured services of $1.6 million, finished its 2009 -2010 year at least $450,000 in the black, $1,350,000 in the bank (on 04/30/10), and no debt. The DA requires the school to pay $5,000 per year to the City (annual increases to meet CPI or 3 percent, whichever is less) in lieu of property taxes. The school projects an operating budget of $5.1 million, a payroll for 60 employees (15 new jobs) of $2.46 million, and debt payment on the new facility of $700,000. Planning literature states, as a general rule, that a small, high quality elementary school boosts residential property values at the neighborhood and often community level. In addition, a number of joint uses have been identified in the DA and are considered benefits to the City at large. These benefits were a large part of the City Commission's discussions as it considered the civic site designation. COMMUNICATION EFFORTS: This Agenda Item has been forwarded to the Mayor and City Commission; City Manager; City Attorney /Staff; placed in Press Packets; placed in the City Hall (Lobby) City Commission Meeting binder; and is available on the City's Website, LaserFiche, and the City's Server. Additionally, information related to this Agenda Item has been sent to media/press representatives who have requested Agendas/Agenda Item information, all Homeowner's Associations on file with the City, all individuals who have requested Agendas/Agenda Item information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public; and posted at five (5) different locations around the City. 1. A substantial and conspicuous sign has been erected at the site to notice the public hearing and property owners within 150 feet of the site have been notified by mail in addition to the postings by the City Clerk's office. January 24, 2011 City Commission PH Item 500 Page 13 2. All previous meetings relating to the Charter School have been advertised in accordance with City policy including the concept plan approval, approval of the large footprint building, and the Development Agreement approval. RECOMMENDATION: Staff and the Planning and Zoning Board recommend that the City Commission review the following items, take a separate vote on each item, and approve the items as outlined below. 1. Special exceptions, except for any chain link, beyond the black vinyl- coated chain link approved in the DA for around the play area 2. Aesthetic review 3. Site plan In addition, part of the Planning and Zoning Board's discussions when making their recommendation was that the City look into adding street lighting in the City rights -of -way along the portion of Hicks Avenue eastward of the school, Central Winds Boulevard, and Central Winds Drive to the intersection with SR 434. This item was discussed as a compliment to developing the parcel of land and was not a part of P &Z's official recommendation. Staff will have an estimated cost for these improvements at the January 24, 2011 City Commission meeting. ATTACHMENTS: A Location map B Existing Development Agreement C Approved Concept Plan D Dover Kohl memo E Unapproved Draft of the Planning & Zoning Minutes from January 5, 2011 F Applicant's Special Exception Document G Final Engineering/Site Plan & Aesthetic Review Plan , y y ATTACHMENT A y y . • H Lake Jesup • G • e--- ..__----' , - - . ■ • , • , F " - ---- 0 , 8 , . ■ NJ t...) , S4 . lA, Csi_A bel ''41)=Z • ; 'GI $., A - •••• 0 •-■ 4 . . t , • • . •,,.", s e, 1 0 430 ' *.s. 1020 ....- - ti-rFu■L WINDS - o ■ - CE o _ - if z U MI -338 ..). 740 -"'"‘ \ 0 ' 1. , • ■ ° A ' ...., 742 A • 744 1 lt 0 7 ' f , Z s . , , 751 752 7 370 r •f‘ • • ig4 * *2- ■ 7.56 . z 1:3 • U1 58 . I, 350 '0 760 A • -., , c , ' a a • -- 762 - c .6 ti,... b. , cz, c k 764 766 330 , Icz .. ', • g 4 0 . .. Cerard FfInds 768 4 . . .. , . . . . . Park . ' • , 770 I 0 19 • 1 :.1 • t , . . . 1111111 00 . . . . 1 . --, " -771 4 1 3 , .- sc. -, 774 vo 1 310 900 1 B - . . . x, °° IV CZ , . 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NORSE, CLERK OF CIRCUIT COURT SENDERS WIRY 8K 07468 Pis 0208 - 2031 t18pt) CLERK'S * 2010124076 RECORDED 10/66IE010 09438158 AN RECORDING FEES 1450 RECOFIDED BY T Srith THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony Garganese, Esq. City Attorney of Winter Springs Brown, Garganese, Weiss It D'Agresta, PA. 111 N. Orange Ave., Suite 2000 Orlando, FL 32802 (407) 425 -9566 6 • CHOICES IN LEARNING CHARTER SCHOOL DEVELOPMENT AGREEMENT THIS CHOICES IN LEARNING CHARTER SCHOOL DEVELO NT AGREEMENT (the "Development Agreement") is made and entered into this /6 of September, 2010, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (the "City"), whose address is 1126 East State Road 434, Winter Springs, Florida 32708, and CHOICES IN LEARNING INC., a Florida not - for -profit corporation (the "School "), whose address is 893 E. State Road 434, Longwood, Florida 32750. WITNESSETH: WHEREAS, the School represents to the City that it has the contract right to acquire approximately 8.7 acres of real property, located within the zoning district known as the Winter Springs Town Center, which real property is more particularly described in EDIT "A", attached hereto and fully incorporated herein by this reference (the "Proposed Site"); and WHEREAS, the School intends to develop the Proposed Site as a charter school for grades Pre-K through 5 (the "Charter School ") in accordance with the City's Comprehensive Plan and City Code; and WHEREAS, on June 14, 2010, the City Commission of the City of W er Springs, Florida (the "City Commission"), unanimously voted that the Proposed Site shall be designated a Civic Site within the Winter Springs Town Center, subject to conditions and provisions of the City's Town Center Code and provided that the School and the City will work in good faith to develop and memorialize in writing the mutual expectations of the City and the School regarding the development of the Proposed Site as set forth below in this Development Agreement; and WHEREAS, on June 28, 2010, pursuant to Section 20- 321(c)(lxc), City Code, the City Commission, acting in its capacity as the Development Review Committee, preliminarily approved a special exception to allow a building footprint greater than 20,000 square feet as prescribed in Section 20- 324(12) of the Code (the "Special Exception "), subject to the execution of this Development Agreement; and WHEREAS, on July 12, 2010, the City Commission granted final approval of the aforesaid special exception, subject to the execution of this Development Agreement; and WHEREAS, on June 28, 2010, pursuant to Section 20- 321(bx3) of the Code, the City Commission approved the Conceptual Development Plan, attached hereto as Exhibit "B" and incorporated by reference (the "Conceptual Development Plan "), subject to the execution of this Development Agreement; and WHEREAS, the City and the School desire to set forth the following special terms and conditions with respect to the proposed development and construction of the Charter School on the Proposed Site. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0. Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0. Authority. This Development Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act and Section 20-321 (d) of the Code. 3.0. Approval of Conceptual Development Plan; School Hours of Operation. 3.1 The School shall design, permit and construct a "school" on the Property that creates a civic site, as described in Section 20- 324(9) of the Code and Section 4.0 of this Agreement, within the City's Town Center. The Charter School development project shall consist of a 2 -story elementary school including grades Pre-K through 5, with a range between 45,000 square feet and 55,000 square feet, as well as appropriate parking, vehicle queuing area on -site traffic operations, bus drop -off area, recreational areas, and areas for future expan School acknowledges that aesthetic enhancements and establishing a civic site are a paramount public concern to the City and the residents of Winter Springs; and as such, School agrees to reasonably and adequately address these concerns during the design and construction of the Project The City hereby acknowledges and agrees that the Conceptual Development Plan is acceptable; provided, however, School shall have the obligation to further submit and obtain the City's approval of a final site plan and final engineering plans. School shall also have the obligation to construct aesthetic enhancements to the Project as depicted in the Conceptual Development Plan and as may be reasonably requested by the City in accordance with the City Code, particularly the City's aesthetic review ordinance. School acknowledges and agrees that the Conceptual Development Plan was not prepared with specific surveyed dimensions and that during the final site plan and final engineering process such dimensions shall be surveyed, duly engineered, and provided to the City in substantial compliance with the Conceptual Development Agreement • City ot S� Development In Leaning Inc. 2 Plan. Further, the elevations and roof lines depicted in the Conceptual Development Plan school building may have to be adjusted to the City's satisfaction in order to comply with the requirements under the City's aesthetic review ordinance. As such, School and the City agree that the Conceptual Development Plan is intended to be conceptual in nature and subject to reasonable adjustments at the final site plan and final engineering phase in order to bring the Project into compliance with the City Code and the needs of the Town Center Civic Site designation. 3.2 For purposes of satisfying the City's traffic and parking concurrency concerns during normal school days, the School doors shall open for school drop -off no earlier than 8:15 A.M., and the School start time shall be no earlier than 8:45 A.M; except, however, these times shall not apply to the School's extended care program. The School's normal dismissal time shall be no earlier than 3:15 P.M., except on early dismissal days when the dismissal time shall be no earlier than 2:15 P.M. The City and the School may temporarily or permanently adjust the aforementioned hours of operation during the term of this Agreement by a written side letter of agreement mutually agreeable to the parties. Any such side letter of agreement shall be subject to all other terms and conditions of this Agreement_ 4.0 Civic Site. In accordance with the City Commission's designation of the Proposed Site as a Civic Site, as described in Section 20- 324(9) of the City Code and pursuant to the terms and conditions of this Development Agreement, the Proposed Site shall be aesthetically designed and maintained as a place of special public importance with the architectural details shown on the Conceptual Development Plan, including a tower as a focal point, cornice expressions, stepped parapet facade and expression lines, that together create a civic presence on the Proposed Site. In consideration of the development of the Proposed Site as a Civic Site, building development may not be subject to build to line requirements or building frontage requirements. S.R. 434 Frontage Road requirements as set forth Section 20-325 (c) (8) of the Code of Ordinances are hereby waived by mutual consent of the parties and the Charter School building shall be fronted along Hicks Avenue as shown on the Conceptual Development Plan. 5.0 Multiple Phases. The School and the City hereby acknowledge and agree that the orderly development of the Charter School and the Proposed Site is critical the success the overall project; and, therefore, the City has agreed to implement an expedited permit view and approval process by agreeing to issue permits in phases to correspond to the phases of development of the major components of the Charter School as follows: • 5.1 The City hereby agrees that the School can simultaneously undergo aesthetic review and seek approval of its final engineering plans for the construction of the Charter School (the "Final Engineering Plans "). Subsequent to approval of the Final Engineering Plans, the School may request a pre-construction meeting after which the School can commence the horizontal site development work. 5.2 In accordance with the School's development timeline, the School may then apply for a separate permit for the construction of the foundation of the Charter School building (the "Foundation Permit"), prior to the School's submittal of final plans and specifications for the vertical construction of the Charter School and any related vertical imp the issuance improvements w on • the Final Engineering Plans. The School understands and agrees that Development Agreement City of Winter springs and Choices In 7.eanting, Inc. 3 ' 1 • d Foundation Permit and any subsequent construction based that the permit prior to approval be issuance of building permits for the vertical construction of undertaken at the sole risk of the School. Any modifications to the foundation, whether constructed or not, that are required in order to enforce the Florida Building Code and is a condition of approval of the building permit, shall be the sole financial responsibility of the School. 53 The School may also seek separate approval of a building permit for the vertical construction of the Charter School and any related vertical improvements shown on the Final Engineering Plans (the "Building Permit'). 5.4 The City will separately and promptly review and process each of the applications and submissions upon receipt of same for each of theFinal Engineering Plans, Foundation Permit, and Building Permit and in accordance with the additional expedited permitting procedures set forth in Section 11.0 hereof. Once each permit is issued, the School may commence the work permitted therein, and the City will conduct timely inspections as to the components of the Charter School project permitted by each of theFinal Engineering Plans, the Foundation Permit, and the Building Permit, as applicable, and without regard to whether all remaining permits have then been issued by the City for the remainder of the work to construct the Charter School and related improvements unless any unpermitted work or improvements constitute an integral component of the work that is the subject of the inspection and without said work or improvement a complete inspection for the purpose of enforcing the Florida Building Code would not be possible. 6.0 Town Center Street Types. The following streets adjacent to the Proposed Site are hereby designated for purposes of this Agreement and complying with the Town Center District Code: 6.1 Hicks Avenue located adjacent to the northern boundary of the Proposed Site shall be designated as an Edge Drive under the Town Center Code. Both parties acknowledge that the City's Town Center Master Plan calls for the eventual connection of Hicks Drive to the future extension of Orange Avenue west of the Proposed Site. The School shall be • responsible for the improvements set forth in this Section 6.1. Particularly and in furtherance of the Edge Drive designation, the School shall improve a portion of Hicks Avenue adjacent to the northern boundary of the Proposed Site by modifying the existing right -of -way ("ROW") and Proposed Site to include on- street parallel parking constructed within the Hicks Avenue ROW, a concrete sidewalk, and landscape buffer as required for an Edge Drive street type. The City hereby agrees that the School shall have the right to the exclusive use of the parallel parking spaces during the hours from 7:00 a.m. and 4:00 p.m., Monday through Friday, while the School is in session. The reserved parking spaces shall be available for public use when not reserved for exclusive use by the School. In addition, the parallel parking spaces located from the western edge of the Charter School building to the western edge of the Proposed Site shall be designated • a "flex lane" that can be used for vehicle queuing during school drop -off and pick-up times. The School shall install `reserved parking" signs that clearly identify the parallel parking space serve and flex lane requirements set forth in this Agreement Upon completion of the Hicks Avenue improvements and prior to the issuance of a certificate of occupancy for the Charter Development Agreanent • City of Winter springs and Choices In Learning, Inc. 4 School, School agrees to grant the City an easement for any portion of the landscaping and sidewalk required along Hicks Avenue that is installed outside of the ITlcks Avenue ROW. Said easement shall be in form and content reasonably acceptable to the City and the School. Furthermore, the School and City desire that the existing power poles located along Hicks Avenue be removed and the related power lines installed underground by the applicable utility provider during the construction of the Project. In furtherance of this desire, the parties agree to cooperate to accomplish the removal of said poles and undergrounding of said lines to the extent feasible. However, if the School is unable to have the power poles removed and the power lines installed underground, the parties recognize that the location of the landscaping, sidewalks, and parallel parking spaces along Hicks Avenue may need to be adjusted during final engineering in order to accommodate the existing power poles and related lines. 6.2 Central Winds Drive located adjacent to the eastern boundary of the Proposed Site shall be designated as a Town Center Street under the Town Center Code, and the School shall be responsible for the improvements set forth in this Section 6.2. In furtherance of said designation, School shall improve a portion of the Proposed Site adjacent to the western boundary of Central Winds Drive by modifying the existing right -of -way and Proposed Site to include on- street parallel parking, a concrete sidewalk, and landscape buffer as required for a Town Center Street type. However, the on-street parallel parking spaces shall not be required unless and until the School constructs a building(s) in the area identified as "Fenced Play Area" and/or "Open Park Area" on the Conceptual Development Plan. In such event, the existing street curb and adjacent landscape buffer along the western boundary of Central Winds Drive shall be removed and converted into parallel parking spaces in such a way that will allow the sidewalk to remain in place. The parallel parking spaces shall be constructed and completed in conjunction with construction of the building(s), and may be "reserved" for the School's use in the same manner as provided in Section 6.1. Upon completion of the Central Winds Drive improvements and prior to the issuance of certificate of occupancy for the Charter School, School agrees to grant the City an easement for any portion of the sidewalk and landscaping required along Central Winds Drive that is installed outside of the Central Winds Drive ROW. Said easement shall be in form and content reasonably acceptable to the City and the School. • 7.0 Parkins Requirements. The School agrees to design, engineer, and construct parking spaces on the Proposed Site to include a mix of paved and unpaved parking spaces, which will include the parallel on - street parking spaces within the Hicks Avenue ROW as set forth in Section 6.0 hereof and the unpaved joint use parking spaces authorized pursuant to Section 8.1 hereof. The School and the City agree that the development of the parking spaces in accordance with the Conceptual Development Plan shall meet the development demands for the • proposed Charter Elementary School regarding building sizes and occupancies based on a parking analysis conducted in accordance with the Winter Springs Town Center Code. The City and the School agree that the final number of required spaces shall be determined as part of future development reviews in accordance with the approval of the School's Final Engineering Plans. The mixture of paved and unpaved spaces satisfies the relevant provisions of the Winter Springs Town Center Code, including but not limited to the parking requirements detailed in Winter Springs Town Center Code Section 20-324 (10) enacted to discourage the "over paving of areas" and overdevelopment of impervious space. Dcvaopmmt A City of Wi springs and Choices In Learning, Inc_ 5 8.0 Joint Facilitv Public Use. In furtherance and consideration of . the Civic Site designation approved by the City Commission, the City and School agree to enter into a joint facility use agreement reasonably acceptable to the City and the School which shall include the following minimum terms and conditions: 8.1 The City will allow the School to use the City's unpaved parking facilities adjacent to Hicks Avenue for overflow parking purposes during special events held by the School at the Proposed Site. The City will also permit the School to use the Central Winds Park practice fields and picnic pavilion area for School related recreation activities for the school children attending the Charter School. 8.2 So long as the use by the City of any of the School facilities do not jeopardize the School's existence and status as a 501(c) (3) entity, the School will provide the City the right to reasonable use of the Proposed Site and building(s) for. (i) City special event (ii) tin space for City held community meetings/workshops and Parks and parking; ( -•) meeg ...) Recreation Programs (e.g., program registration, umpire clinics, coaches meetings); and (iii) the City's summer camp program in accordance with any other similar agreements between the City and other property owners. 8.3 The School and the City will agree upon scheduling guidelines and procedures for the use of each other's facilities and property. The guidelines shall follow the general principle that each party shall have priority use of their own respective facilities and property, and that either party's use of the other party's facilities and property shall not cause a conflict or interfere with the other party's use of their own property. • 8.4 Neither party shall charge the other party a fee for the use of their facilities and property. However, each party reserves the right to charge for reasonable out -of- pocket expenses associated with the use of each other's facilities (e.g., electricity, supplies, extraordin:.ry labor costs for set-up and clean -up). 8.5 The term of the joint facility use agreement shall remain in effect as long as the Proposed Site maintains its Civic Site Designation, or until the parties mutually agree to terminate the joint facility use agreement - 8.6 The joint facility use agreement shall be approved and fully executed by the City and School prior to the issuance of a certificate of occupancy for the Proposed Site. In addition, the City and the School will attempt to negotiate the final terms and conditions of the joint facility use agreement during the architectural design phase of the Project so the School can reasonably take into consideration while designing the building the City's future use of the Proposed Site and building(s) pursuant to this Section 8.0. 9.0 Fencins For recreational purposes, the School shall be permitted to install a four (4) foot high, vinyl coated, black chain -link fence around the perimeter of the "fenced play area" depicted on the Conceptual Concept Plan. However, as a condition of permitting said fence, the School shall install and maintain in good condition an opaque vegetative screen along the outer perimeter of the fence so the fence is eventually not visible from Hicks Avenue, Central Development Agreement City of Winter Springs and Choices In Learning. Inc. 6 Winds Drive, and S.R. 434. The type of plant material shall be approved by the City's arborist prior to planting. At time of planting or replacement of diseased, dead, or damaged vegetation, the plant material shall be a minimum of seven (7) gallon container size and at least thirty (30) inches in height. Moreover, the plant material shall be capable of growing of sufficient height and width to opaquely screen the fence no later than two years after planting. If the School discontinues the use of the play area for any reason, the School shall remove the chain -link fence within thirty (30) days of said discontinuance. Additional fencing will be agreed upon between the City and the School during the aesthetic review process. 10.0 Town Center and Central Winds Park Or School Entry Sien/Featnre. 10.1 The City and the School recognize that the City a Winter Springs Town Center entry sign/feature at the northwest corner of the Proposed Site. Within thirty days of receiving a written request from the City, the School hereby agrees to grant the City an appropriate easement to permit the City to install and maintain the aforementioned sign/features including any related utilities. Said easements shall be in form and content reasonably acceptable to the City. Any entry sign/feature shall comply with applicable City Codes and be compatible with the School's Proposed Site and building(s). The City further agrees to submit the design of the entry sign /feature to the School for written approval prior to installation, which approval shall not be unreasonably denied or delayed. 10.2 The City or School may also desire to install an entrance sign/feature for Central Winds Park or the School at the southeastern corner of the Proposed Site. At such time either party determines that it is ready to design and install said entrance sign/feature, the party first initiating the entrance sign/feature agrees to provide the other party with written notice of said determination. Upon receipt of notice, the other party shall have fifteen (15) days in which to notify the initiating party in writing whether it desires to participate in designing and installing a joint use sign/feature. In the event the other party chooses to participate, the parties agree to cooperate in designing and installing a mutually acceptable sign/feature that complies with the City's applicable City Codes. Upon agreement, each party shall bear their proportionate share of the actual cost of the sign/feature, except that the City will be responsible for installation costs and future maintenance (excluding replacement) of the entrance sign/feature. However, if the other party chooses not to participate in a joint use sign/feature, the initiating party may proceed on its own with the design and installation of the sign/feature at their sole cost. In such case, the initiating party agrees to design the entrance sign/feature so that it is in compliance with City • Code and compatible with the School's Proposed Site and building(s) and Central Winds Park. In addition, if the City initiates the entrance sign/feature without the School's participation, the City further agrees to submit said design to the School for written approval prior to the installation. On the other hand, if the School initiates the entrance/sign feature without the City's participation, the City agrees to review the request promptly in accordance with applicable City Codes. The School's approval shall not be unreasonably denied or delayed. Whether the School desires to participate or not in the entrance sign/feature, the School hereby agrees to grant the City an appropriate easement to permit the City to install and maintain the aforementioned sign/features including any related utilities prior to the City's installation of the sign/feature. Said easements shall be in form and content reasonably acceptable to the City. Development Agreement City of winter Springs and Choices In Learning, Inc. 7 • • 11.0 xuedited Permitting. The City agrees that the Building Department shall perform inspections on an expedited basis. The School, or its designees, will endeavor to provide the City with accurate, complete, and code compliant construction documents for review. The parties further agree to identify members of a project coordinating team including representatives from the School and the City departments reviewing the Plans and permit application, which shalt meet frequently to develop and administer the Proposed Site development activity schedules and related City review and inspection schedules for purposes of resolving errors and omissions in plan documents, conflicts and disputes related to the interpretations of plan documents, and curative measures that need to be taken to expedite the project in a manner consistent with all applicable laws, codes, regulations and agreements. 12.0 Permit Fees and Impact Fees. Pursuant to Section 553.80 (6) (b) (1) of the Florida Statutes, the City shall charge fees for the actual labor and administrative costs incurred for plans review and inspections to ensure compliance with the code. These fees shall be used solely for carrying out the City's responsibilities in enforcing the Florida Building Code and shall include expenses as defined in Section 553.80 (7) (a). 13.0 Representations of the Parties. The City and the School hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the • terms and provisions of this Development Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Development Agreement This Development Agreement will, when duly executed and delivered by the City and the School and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto and the Proposed Site in accordance with the terms and conditions of this Development Agreement. The School represents that it has voluntarily and willfully executed this Development Agreement for purposes of binding the Proposed Site to the terms and conditions set forth in this Development Agreement. 14.0 Applicable Law. This Development Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 15.0 Amendments. This Development Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 16.0 Entire Agreement; Exhibits. This Development Agreement and all attached exhibits hereto supersedes any other agreement, oral or written, regarding the Proposed Site and • contains the entire agreement between the City and the School as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 17.0 Severabrlrty If any provision of this Development Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not • affect in any respect the validity or enforceability of the remainder of this Development Agreement. Development Agreement City of Winter Springs and Choices In Loaning. Inc. 8 • 18.0 Effective Date. This Development Agreement shall become effective upon approval by the City Commission and shall be the date on which the last party hereto executes this Development Agreement (the "Effective Date "). 19.0 Recordation. This Development Agreement shall be recorded in the Public Records of Seminole County, Florida. 20.0 Relationship of the Parties. The relationship of the parties to this Development Agreement is contractual and the School is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 21.0 Sovereign Immunity. Pursuant to Florida Statutes Section 1002.33, the School shall enjoy the benefit of sovereign immunity and nothing in this Agreement shall be construed as a waiver of the doctrine of sovereign immunity as it pertains to the School. Notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, or other limitations imposed on the City's potential liability under state or federal law, As such, the City shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not bt liable for any claim or judgment, or portion thereof, to any one person for more than one hundred thousand dollars (S100,000.00), or any claim or judgment, or portion thereof which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of two hundred thousand dollars ($200,000.00). 22.0 City's Police Power. The School agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Development Agreement be construed as the City bargaining away or surrendering its police powers. 23.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Development Agreement and no party shall be favored or disfavored regarding the interpretation of this Development Agreement in the event of a dispute between the parties. 24.0 Third Party Rights. This Development Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third Ply 25.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Development Agreement, each party shall bear their own attorney's fees and costs arising out of the arbitration or litigation. 26.0 Default; Opportunity to Cure- Should either party desire to declare the other party in default of any term or condition of this Agreement, the non - defaulting party . provide the defaulting party a written notice of default. The written notice shall, at a minimum, state with particularity the nature of the default, the manner in which the default can be cured, Development Agreement City of Wmtrr springs and Choices In Learning, Inc. 9 and a reasonable time period of not less than ten (10) days in which the default must be cured. ' No action may be taken in a court of law on the basis that a breach of this Agreement has occurred until such time as the requirements of this paragraph have been satisfied. 27.0 .Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve School or the City of the necessity of complying with the law governing said permitting requirement, condition, teen or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if School is in breach of any term and condition of this Agreement 28.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if the School fails to receive building permits and substantially commence construction of the Charter School project within three (3) years of the Effective Date of this Agreement If the City terminates this Agreement, the City shall record a notice of termination in the public records of Seminole County, Florida, and School shall lose any and all rights under this Agreement . 29.0 Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ( "Time Period ") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ( "Uncontrollable.Evenf'), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. 30.0 Payment in Lieu of Tames. The parties acknowledge that as a 501(c)(3) corporation and public school, the School is currently exempt from paying City ad valorem taxes. The parties further acknowledge that the School will need, and the City will be providing, general City services to the Property that are ordinarily paid for through the payment of ad valorem taxes including, but not limited to, police services. Notwithstanding this exemption, the School desires to voluntarily make an annual payment in lieu of taxes to the City. Said payment • shall be made annually commencing on November 1, 2011 and every year thereafter. The initial payment shall be Five Thousand and No /100 Dollars ($5,000.00). Subsequent payments shall be increased annually by three percent (3 %) or the percentage change in the Consumer Price Index (CPI) for all urban consumers, U.S. city average, all items 1967 =100 or successor reports for the preceding calendar year as initially reported by the U.S. Department of Labor, Bureau of Labor Statistics, whichever is less. In the event that the Property becomes fully subject to ad valorem taxes like any other commercial parcel of land in the City, the payment in lieu of taxes required Dovriopmezt City ofWinter springs and Choirs rn Learning. Inc. I0 . 1 • - - — _ _ • . ....— _,.. - - - . I . - by this Section shall cease. Nothing contained in this Agreement shall be construed as exempting the School from any taxes, assessments, or fees unless expressly provided by law. IN WITNESS WHEREOF, the School and the City have each executed this Agreement on the date set forth below each signature. WITNESS: SCHOOL: CHOICES IN LEARNING, INC., a Florida not-for- - rofit corporation ..„.../------------ • , By ' _1 .../,' Ai !f ..,.,.. ....._ Print Name: L a i■- ...—."-' i. Name: drailff._, . Title: , Irrir . 1 AAillO Print N. : — 1 - 1 7 41/0",1 1 h teetb --- Date: ?/ / CITY: . ., CITY OF WINTER a Florida mnnicipalieMitik P., I ' ,. - -• -..°0 ., --. . f .,k :: lk ,. ...•:. 7 %:- * ... . : . " t4tWt OPLieiq-- By: 47.0 . Name 1 1 MM,V11::. Print NaYee: Gayle- Co u-faAi- Title: mai. ...11 !.• i `'‘:: - ''' 'N.' ..,- ......,.. • Date: Sep tembehi .74 .- - P tName:2(1th,)I=J2gigi2a Dcyclopinent Agrccrand City oflArmasr Springs and Choices In Learning, Inc. . 11 . • STATE OF .F't..ortt v COUNTY OF S evn t t.tace The foregoing instrument was acknowledged before me this I(, day of 2010, by , as of CHOICES IN LEARNING, INC., a Florida not - for - profit corporation, on behalf of the corporation_ He/She is . [Al personally known to me or [ 1 has produced as identification and who did (did not) take an oath. ° eak) ANDF EW BARK otary 1 c .fate of F1.o al n A tA ES: a 30, 2O145S A,J p I > . EXPIRES: July 90, 2014 Print Name: %o " k ded1lnBotstNelanr same My Commission Expires: S'.+LY 50, 20+4 STATE OF x`& COUNTY OF t�G C. The far oing ' was acknowledged before mg this.'-1 �r' of i 2010, by Z , as 1 -kY� of CITY OF WINTER SPRINGS, FLORIDA, a Florida municipal corporation, on behalf of the corporation. He/She is [ 4 personally known to me or f 1 has produced as identification and who did (did not) take an oath. (Notarial S "' t �zo�a� , � No 1 '''� b c, • to of d i 1DD664334 _ t �+ � � Print Name: 1.,:,,L:. '' .� -� My Commission Expires: - { • Development Agreement City ofwintcr springs and Chow In Learning, Inc. 12 • • • EXHIBIT "A" PROPOSED SITE 111thOzoit A Development Agreement City of Winter Springs and Choices In Learning. Inc. 1 LEGAL DESCRIPTION A PORTION OF ON LAKE JES ,,SUP 20, S RECORDED IN PLAT BOOK PAG SURVEY 5, UBLIC LEVY GRANT RECORDS OF SEMINOLE COUNTY, FLORIDA. N 07 COMMENCING AT THE SOUTHWEST CORNER OTF�S V�VEST �2 E OF AID LOT 20, BLOCK D DEGREES 01 MINUTES 11 SECONDS W A DISTANCE OF 907.48 FEET TO THE NORTHWEST CORNER OF SAID LOT 20, BLOCK D, AND THE SOUTHERLY RIGHT-OF-WAY LINE OF FORMER STATE ROAD 434 (S.R. 419) ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION NO.77070- 2615,DATED 12/10/1998; TRICE RUN N 83 DEGREES 50 MINUTES 23 SECONDS E ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE OF SAID FORNER STATE ROAD 434 (S.R. 419) A DISTANCE OF 23.59 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE N 83 DEGREES 50 MINUTES 23 SECONDS E ALONG SAID SOUTHERLY RIGHT - OF -WAY LINE A DISTANCE OF 1056.41 FEET; THENCE DEPARTING SAID SOUTHERLY RIGHT -OF -WAY LINE RUN S 06 DEGREES 06 MINUTES 03 SECONDS E A DISTANCE OF 120.00 FEET; THENCE RUN N83 DEGREES 50 MINUTES 23 SECONDS E A DISTANCE OF 75.00 FEET; THENCE RUN N 06 DEGREES 06 MINUTES 03 SECONDS W A DISTANCE OF 120.00 FEET TO SAID SOUTHERLY RIGHT-OF -WAY LINE; THENCE RUN N 83 DEGREES 50 MINUTES 23 SECONDS E ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 146.49 FEET TO A POINT OF CURVATURE OF A CURVE ON SAID SOUTHERLY RIGHT-OF- WAY LINE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 112.25 FEET AND A CENTRAL ANGLE OF 72 DEGREES 47 MINUTES 59 SECONDS; THENCE FROM A CHORD • BEARING OF S 59DEGREES 45 MINUTES 37 SECONDS E RUN ALONG THE ARC OF SAID CURVE A DISTANCE OF 142.62 FEET TO A POINT OF TANGENCY ON THE WESTERLY RIGHT -OF -WAY LINE OF FORMER STATE ROAD 434 (ALSO KNOWN AS S.R. 419); THENCE RUN S 23 DEGREES 21 MINUTES 38 SECONDS B ALONG SAID WESTERLY RIGHT -OF -WAY LINE A DISTANCE OF 471.88 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF A PORTION OF PARCEL 110 OF STATE ROAD 434, ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY M199 AND SECTION 77070-2615, DATED 12/10/98 0 OF THE FUBLIC� RECORDS OF OFFICIAL RECORDS BOOK 2784, PAGES 1199 SEMINOLE COUNTY, FLORIDA; THENCE RUN S 66 DEGREES 38 MINUTES 22 SECONDS W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE A DISTANCE OF 25.74 FEET TO A POINT • OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 280.00 FEET AND A CENTRAL ANGLE EGRESS 00 MINUTES 46 SECONDS W RUN ALONG THE ARC A CHORD BEARING OF S 51 D • OF SAID CURVE AND SIAD NORTHERLY RIGHT -OF -WAY LINE A DISTANCE OF 152.73 FEET TO A NON - RADIAL LINE; THENCE RUN S 79 DEGREES 04 MINUTES 32 SECONDS W • ALONG SAID NON - RADIAL AND SAID NORTHERLY ARIG� OF A PORTION A DF S CE OF 48.00 FEET TO THE NORTHEASTERLY RIGHT OF SHEET 1 OF 2 _ • AND SAID PARCEL 110 OF SAID STATE ROAD 434 AND A POINT ON A NON - TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2815 FEET AND A CENTRAL ANGLE OF 02 DEGREES 36 MINUTES 03 SECONDS; THENCE RUN THE FOLLOWING FIVE (5) COURSES ALONG SAID NORTHEASTERLY RIGHT -OF -WAY LINE; FROM A CHORD BEARING N 57 DEGREES 12 MINUTES 00 SECONDS W RUN ALONG THE ARC OF SAID CURVE A DISTANCE OF 127.78 FEET; THENCE N 31 DEGREES 29 MINUTES 59 SECONDS E, BEING A RADIAL BEARING A DISTANCE OF 2.00 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2817.00 FEET AND A CENTRAL ANGLE OF 06 DEGREES 15 MINUTES 02 SECONDS; THENCE FROM A CHORD BEARING OF N 61 DEGREES 37 MINUTES 32 SECONDS W RUN ALONG THE ARC OF SAID CURVE A DISTANCE OF 307.31 FEET; THENCE S 25 DEGREES 14 MINUTES 57 SECONDS W, BEING A RADIAL BEARING, A DISTANCE OF 2.00 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2815.00 FEET AND A CENTRAL ANGLE OF 21 DEGREES 18 MINUTES 27 SECONDS; THENCE FROM A CHORD BEARING OF N 75 DEGREES 24 MINUTES 16 SECONDS W RUN ALONG THE ARC OF SAID CURVE A DISTANCE OF 1046.86 FEET TO THE POINT OF BEGINNING. CONTAINING 830 ACRES (378,797 SQUARE FEET) MORE OR LESS. •,,f J // 2°i0 LIAM E. LUC 6. .M. NO. 5782 TED SHEET 2 OF 2 • I r' A ,, 1 !S , a , J ' , � . rg1;l ; k , ,. b I I v 1 I t. ! o,. V I A ,ffJ w i ~ t1 I : ;... 1 I 11 + 1 0 r 1J 1 J r • � lj 1 � t 1 r ,JUE� 1 Ls II � 1 r If f a. t y 7 + + (., L "�, a , { i''..4 l I tl Irti = tV'Ltl['ilr 1 I,IN rtl .a.i 1P 31 22 6 ' 1 ° U , L } � ��{ G rt1 + 11 .: f ta r „4 1 1 s s( i a ,,, I' a' p ' • f � �& �' , l i . d y , ` s7 it t • !� o �' . 1 ,1„,,q 1 J : ` ,k " 1 ,.,f:o-a .�� r It r'� t r . , � 'ry� • ri }e�, � + w, f , "1A ,k 1 3,V 4} n ��IJ�, 1 • „ , �� ) om f l r � +vr �, f {b a ^' wavpa�„�c n i .. _ _ K 6 d' �ryL9 f9f�7Hm , »7 f , fi , � 4tl f 1 +1' (�7 l 1 : f 4t9 ` { F' 4 ,.tiff i r[ .. kJ t ,, `+i r,. • , t a+ nwatimetm atswrrrt J ae+Y^t i �y it , 7 Y vi ..3 t ` i M' 1 •ay, . 1 • ,. 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I .. :je r , , � Jr � Yll e SYP 7•' �,4 :� U fa � • ' d,�t ,J, iC ., .J . , ..i.. „,,;� MASTER SITE PLAN — D.1 Jh • wormaeis ua.eu. kGWILITY UNSATISFACTORY FOR •SC'AhNING . ELEMENTARY CHARTER SCHOOL • WINTER SPRINGS, FLORIDA PROJECT DATA , BUILDING BLDG AREA REO'D.PARKING PROVIDED PARKING PARKING PRIMARY HIERARCHY: / BUI CHARTER SCHOOL (TWO- STORY) 50,000 SF 71 57 PAVED 1 PER STAFF (65 EST.) CENTRAL WINDS PARK �. �.T 5 -- 34 UNPAVED PLUS 1 PER 100 STUDENTS (650) - 10. STREET 434 (SR NO 4'19) ' _ -� — �--• •.. «. PARENT DROP -OFF ON SITE STACKING: 60 VEHICLES g NO __ - - --� =,,'4 ._� ' FORMER X50' RIW) -- G _ _ _ - DB _ •UND SIG PARKIN UTIIJTY a V �v . - ------ _ �--. -� -,dN - .w 0 1 STREE SIDE _ ..- . - -- _ � , ._ ' -! - - -' ; A d CHARTER SCHOOL _ _ ' � ti \ \\ - ,//'' �� r� {� _`�.� B US uNnN TWO -STORY ________—,..„--__ _ —_ xv ,, FENCED PLAY AREA t J N R. 434 V A y yP • t \ T EA S s ( - - 7TVQSG_ _- - - - -- v r : EMRY { ° 0 Do; "s cam, r ` ` O • p �i - - -- •� _,-,.......t ----- RETENTION POND \ 1 ' ^. icy m I .,e J PARENT DROP-OFF (60 STACK '71_ 1 . - EXISTING '✓ TREES ) ^ �\ f N TO REMAIN 1 74 t > > -�_ � lrll r FRED VIEWS ` I. z "l Y / r:r:,.. , _i \ a s ppy111www ,, .,+ " "�� ■ i �QO MSR. 4i al ` �.F lu i s it gDURt �--T ` ! N _ - _ _ I - �_ f E %ISTIREMAINES . ;. , �,��, �� ; V,' � T� 1 Y ' � _ M TO 13 I�x _II _ sr •A � ` . � p`t� 4 R „ �� • `k ° ° k Y #` ` ` � � (R/147°,90 N O S.R. • • \ - ""YC •� NG TREES Xl ID • _ ` j • REMAIN .I!,' ° Mae iJ • s / ,\ VA, ° "� , . OPEN PARK AREA \' 1 * ataditH ^ 1 , 1 Z _ k x . ,.. TO REMAIN \ � EXISTING TREES y I ! f 1 - �\ : N. IS . I jlFI, VIEWS p * ` p� - A•' _. . _ • ( , ,,,. F °F THE PR. TO .P . ` TRA / / .� iy, , � �` ° M ANY TREES TO REMAI ° I ` . Y' O(1 15 : / CE CI rr"l�t� • a \, � ;. R 434 AND CENTRAL WINOS D', 10. ` "- y ' "O1 �� ' � 0 ' \\ i I �. ' l 4 I ‘� LANDSCAPED � / � V_ 1 0 , GROUND SIGN y ! /�� e. l `� * _ 1 SURVEYOR'S NOTES } `\� N y 1 - \ � � �� Oft I CENTER DR 1150 BUSINESS LA. MARY FL 52 „ MASTER SITE PLAN - D.1 bh 437 5533005 000.0131 2010016 0511,10 ELEMENTARY CHARTER SCHOOL TOWER EMPHA • WINTER SPRINGS, FLORIDA • A CIVIC PRESESIZNCE ES STEPPED PARAPET FACADE EXPRESSES A CIVIC PRESENCE CORNICE EXPRESSIONS ` '.,gala r S _ k 1 Y ` - lsA �[.� _R'"':' ! IL . . te — 1 ._ _ Y s. «, wa ^ems -s. ._ ■ EXPRESSION LINE fs T 1 I � a C. } n ' • f " I - L +1 , *- 'i • 1 ; !' .f ° .,.- .. a.. .�. i__ ._. -- S A. '. .i: �,,, _ __ . sue— .- 4 an f...f^ l L :. / -. NORTH ELEVATION (PRIMARY HIERARCHY - CENTRAL WINDS PARK) , : A "" '^" TOWER EMPHASIZES s T A CIVIC M HASIZE �4 Si .1 '' CORNICE EXPRESSIONS -. rr < I - `*^ >. �•" Y 7 Urf -- F ! - .-k kw EXPRESSION LINE n r` le i "` "mot , tom � -N _ . - , - 1 1p I4 .i i Y'OL 1" ,� 11 r" I Y1 ' 1 yi1' °I; �■ r . A , r T Y w� __..+ A'! / °• , � _.d�1RG,L3Yr•. a.,1... MAIN ENTRY ` ./ ' °" ■ SOUTH ELEVATION ' z. S.R. 434 VISTAS TERMINATE AND CONVERGE 7 .? >` APPROXIMATELY AT THE FOCAL TOWER ► , t T S5'-0', ‘.46......• ‘.46......• '. STEPPED PARAPET FACADE EXPRESSES A CIVIC PRESENCE ..- 1 CORNICE EXPRESSIONS R x '+F' 0' ▪ 1 z �' ' Disclaimer, This drawing reflects a design concept generated by the architect In the EXPRESSION LINE initial phase OM. design process Only the final design and construction documents Lt _ y/ will reflect the tme design with respect co character, style, area, spetlal relationships, t 1- �qt V .1(4 f.*:" 1 ' I finish materials and all other aspects of the proposed project. i1I ` _ ___ F'^ s. 1 � a 1 . a o 8 16 32 NICKS AVE R.O.W. (0L0414) WEST ELEVATION (EASTBOUND S.R. 434 VISI'ATE•MINATION) °" _°NE_ CE INC CONCEPTUAL ELEVATIONS b I 11.3 407 3.3.3 2CO5 asc000ns 2010016 05.27.10 ATTACHMENT D DOVER, KOHL & PARTNERS t o w n p l a n n i n g Memorandum To: John Baker City of Winter Springs Cc: Victor Dover From: James Dougherty Date: November 14, 2010 Subject: Choices in Learning Elementary Charter School: Review of May 27, 2010 Pre - application Conceptual Plans and Elevations; and Subsequent October 4, 2010 Revised Pre - application Plans and Elevations [A conference call between City Staff, Dover -Kohl, and the applicant was conducted on Friday November 19, 2010 to discuss the issues raised in this memo. The conclusions reached during the conference call are included below in brackets and bold type.] While this memo notes a number of areas for improvement in the current proposed configuration and details of the elementary charter school, the school's current design also embodies a number of laudable attributes. Among these are: • The civic use itself— schools are vital components of complete neighborhoods and this charter school will mean an elementary school within possible biking and walking distance of many of the current and future residents of the Winter Springs Town Center. This represents a tremendous asset. The school will also function as a focal anchor use, attracting people to the Town Center from further abroad in the Winter Springs community. The design and siting of the school facility are critical to its function as a civic anchor. • Multi -story building height — the building's two -story height will help to create a sense of identity and place. • The building footprint is shaped to define public spaces — the north facade will help to create spatial defmition for the edge of Central Winds Park. The west facade will help to give The Winter Springs Town Center an attractive front face for those traveling eastbound on S.R. 434. (See the notes below regarding suggested improvements for these facades). • Fenestration — while many schools today unfortunately feature blank outer walls and minimal windows, this charter school is being designed with windows on each facade providing light and views. (See the notes below regarding suggested improvements for details of the window configuration). • Horizontal layering — the building facades are designed with the classic arrangement of a clear base, middle, and top. These layers are separated and defined with expression lines. The top of the facade is crowned with cornices and projecting eaves. These facade divisions help to give a sense of human scale to this large building. (See the notes below regarding suggested improvements for details of the configuration of the concrete base trim). This said, there are several important areas for potential improvements: General Code compliance issues: • The building's primary frontage faces Hicks Ave. and Central Winds Park. This, as was mentioned above, is laudable and has many positive aspects. In order to properly function as the building's primary frontage, the facade facing Hicks Ave. and Central Winds Park must contain the building's primary entrance. (The current building plan and elevations appear to show the primary entrance located facing the rear parking area). While a secondary main entrance facing the rear parking lot and vehicular drop -off area may be important for the function of the building, a primary entrance facing Hicks Ave. and Central Winds Park is critical in order for the building to project a proper civic presence toward this very important public space. [While the architectural importance of the entrance from the parking lot will be maintained, the two entrances from Hicks Ave. on the north facade of the school will be altered to increase their visual importance. The intent is for these to appear as important entrances to the building, not simply emergency exits. The two entrances on the north facade will be augmented with additional glazing and shopfront -like windows.] • The Winter Springs Town Center District Code requires facades facing streets parks and squares to have a minimum 15% of their facades made up of clear untinted windows. The facades of the charter school should be checked to be sure they comply with this provision. As mentioned above, providing `eyes on the street' with adequate window area is an important part of creating comfortable and safe public spaces throughout the Town Center. Reflective or bronze tint windows inhibit this important visual connection between the interior and exterior of buildings and should therefore not be used. Glass that is designed to reduce solar heat gain and thus improve energy efficiency often has a very light coloration, which should be acceptable as long as it does not prevent adequate visual communication between interior and exterior spaces. [The applicant will increase the height of the ground floor windows by lowering their sills. This will increase the window area of the building's facades somewhat. While the total window area may be slightly less than 15% of the facade area it will be very close (a remarkable contrast to the fortified and often windowless exterior facades of many new schools today). We therefore recommend permitting a window area slightly less than the Town Center Code's 15% minimum.] Site plan and landscape issues: • Within the Winter Springs Town Center, the fronts of buildings are required to be built close to the street. Parking lots are required to be located behind buildings in mid -block locations. The front of the charter school therefore faces Hicks Ave. and Central Winds Park. The back of the building faces the parking lot in the direction of S.R. 434. Parking lots within the Winter Springs Town Center are to be screened from view from public spaces. The view of the school's back parking lot must therefore be screened from view from S.R. 434. This can be accomplished largely by ensuring that the existing trees along the S.R. 434 edge of the property remain. Check also to be sure the parking lot complies with Town Center District landscape requirements. [While many of the existing trees along the S.R. 434 frontage are apparently not high quality and worth preserving, the applicant has agreed to add several new trees as part of the S.R. 434 frontage landscape plan and has additionally agreed to screen the view of the surface parking lot from S.R. 434 with a fence combined with shrubbery.] • The main flag pole of the building appears to currently be located in the back of the building facing the parking lot. While a secondary flag pole may be appropriate at this back secondary main entrance, the building's main flag pole should be located on the Hicks Ave. side of the building to reinforce this facade as the building's primary front. [The applicant has agreed to move the flag pole to the Hicks Ave. side of the building.] • S.R. 434 is intended to continue to evolve over time as a signature public space within the Winter Springs Town Center. As this important thoroughfare and its adjacent land uses transform, S.R. 434 will become a complete street - important not just as a vehicular route, but as a pedestrian route. Pedestrian connectivity between S.R. 434 and the charter school is therefore important. This connectivity would be further enhanced with the addition of a pedestrian pathway from S.R. 434 to the charter school entrance, possibly through the parking lot. [The applicant has agreed to provide a pedestrian gate through the fence along their S.R. 434 frontage.] Building form items: • The central focal building masses on the north and west elevations would be improved with an odd rather than an even number of window openings across their width. These masses could have, for example, three windows across rather than the two currently shown. This would result in a central window opening in each mass that would reinforce these masses as focal points in their facades. Also, central ground floor openings in these masses would be good locations for doors, such as the additional door needed facing Hicks Ave. / Central Winds Park. [As mentioned above, the applicant has agreed to augment the appearance of the doors at each end of the north facade with additional glazing and architectural treatment to give them a greater visual prominence.] • Cupola height — the inclusion of a cupola in the design is highly laudable. In order to reinforce the civic nature of this site, raising the cupola several feet higher on a taller base drum would improve visibility of this important architectural focal element. The 55' height limit in the Town Center District may be exceeded by a cupola if the cupola measures less than 250s.f. in footprint. [The applicant has agreed to examine the height of the cupola drum as a means to lift the cupola and make it more visible.] • Number of sides / rotation of cupola — the earlier sketch version of the design appears to show an octagonal cupola which therefore looks symmetrical from all facades. The revised cupola appears strangely rotated in relation to the facades (perhaps it is no longer octagonal ?) The symmetrical formality of the octagonal cupola in the sketch design seems more appropriate for a focal civic structure. [The applicant has agreed to utilize an octagonal cupola (instead of a hexagonal cupola) which will better relate to the building's facades.] Architectural character items: • Windows should have lintels and sills. Doors should have lintels. The addition of these items will help provide a sense of apparent structure. This is very useful to help give this civic building a feeling of substantiality and permanence. [The applicant has agreed to add lintels above the building's windows to provide a sense of visual apparent structure. This will be provided with scoring and coloring of the building's precast panels.] • The expression line currently located at the sill height of the second floor windows should be moved down a bit. This will allow the sills of the second floor windows to be seen clearly. [It was decided, based on a number of photos of historic school precedents, to maintain the continuous expression line at the height of the building's window sills.] • The ground floor of the building looks unnecessarily squat. This results partially from the ground floor windows being short. The ground floor windows should ideally be as tall as or taller than the upper floor windows. This feeling of ground floor squatness would be largely eliminated if, also, the pre -cast concrete base trim did not extend so far up the wall. This base trim need not extend all the way to the bottom of the windows. Ideally the top of the base trim would only extend up to the approximate elevation of the interior first finished floor. This will give the ground floor facade the appearance of greater height. [The applicant has agreed to enlarge the ground floor windows to match the height and size of the upper floor windows. This will be accomplished by lowering the bottom of the windows and consequently lowering the top of the base trim which aligns with the sills of the ground floor windows.] • The height of the building, so important for a structure of civic significance, will be further enhanced by restoring the hipped roof areas shown on the early concept sketches. Adding a bit of height to the cornices will also help to increase the building's sense of civic presence. [The applicant explained that the hipped roof areas previously capped stair towers which have since moved. The hipped roofs have therefore been eliminated.] Hopefully these suggestions will be helpful in the further refinement of the design of this exciting new civic use in the Winter Springs Town Center. ATTACHMENT E CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE 3 OF 32 AWARDS AND PRESENTATIONS AWARDS AND PRESENTATIONS 300. Not Used. 400. REPORTS No Reports were given. PUBLIC INPUT Ms. Maureen Landgraf, 327 Freedom Ring Drive, Winter Springs, Florida: spoke regarding the Choices In Learning Charter School and has concern with traffic and safety; thanked Brian Fields and staff for their assistance; and suggested ingress and egress points on the western side of property. PUBLIC HEARINGS AGENDA PUBLIC HEARINGS 500. Community Development Department Requests The Planning And Zoning Board Review The Information Presented In This Agenda Item And Consider Three (3) Requests For The Proposed Choices In Learning Charter School: (1) The Special Exception Requests, (2) Aesthetic Review, And (3) The Final Engineering/Site Plan. Mr. Randy Stevenson, ASLA, AICP, Director, Community Development Department presented this Agenda Item and stated, "This is a request from Choices in Learning Charter School and there will be three (3) requests at the end for which I would ask for separate Votes. One (1) on the Special Exceptions, one (1) on the Aesthetic Review and one (1) on the Final Engineering Site Plan." Continuing, Mr. Stevenson commented, "Staff also understands that those Special Exceptions that may be Approved here tonight would be incorporated into the Development Agreement prior to it going to the City Commission." Mr. Stevenson noted, "There are currently two (2) gopher tortoises that are on this property. These are recent imports — but the Applicant is aware of those and is also aware of the Florida Fish and Wildlife Conservation Commission permit that will be required and it will be necessary to relocate those gopher tortoises." CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE 4 OF 32 Mr. Brian Fields, P.E., City Engineer, Public Works Department noted, "In reviewing the Traffic Study there were really two (2) major concerns in addition to the normal items reviewed in the Traffic Study for this particular site that made it unique. One (1) was the potential to have an overlap in conflicting traffic with the High School traffic. With the High School, we have very high peaks and also with the elementary school and this is explored in detail early on in the process and what the Charter School agreed to do was to actually move back both their start times and their dismissal times to minimize that potential conflict." Discussion ensued on the carline queue at the proposed Choices in Learning Charter School. Mr. Stevenson displayed photographs of the property and stated, "A black vinyl coated chain link fence was part of the original DA (Development Agreement) - for purposes of working with the play area. That has been incorporated into the existing Development Agreement." Pointing out a particular area, Mr. Stevenson added, "Because there is some concern along this area of the pond where with the kids and the sidewalk and so forth, they have proposed an additional segment of black chain link fence here. That is a deviation request that at this point in time, Staff does not support." Mr. Stevenson then discussed a bus shelter and sidewalks in front of the school. Continuing Mr. Stevenson added, "Staff is recommending that we memorialize this deferral in an amendment to the Developers Agreement at a future date, but that would be when the lighting would take place on that sidewalk out there, as well as the parallel parking once they develop that portion of it." Architectural drawings were displayed and explained by Mr. Stevenson. Discussion. Mr. Matt Breen, Program Manager, Breen Construction Services, 205 West State Road 434, #D, Winter Springs 32708: Mr. Breen stated, "The school has been very successful and currently they have been partnering very closely with First Baptist Church of Longwood. They have a facility there, a classroom building that was filled up very promptly due to the success of the school. Subsequently, a lot of the teaching activity is happening in portable classrooms. So, in order to continue the success of the school and create a positive environment for teaching and learning it was important that a new facility be built so that the school can continue to grow and prosper." Brief discussion. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE 5 OF 32 Mr. Breen noted, "We are installing sidewalks around the entire perimeter of the piece of property to ensure that the children can come and go under supervision safely and stay out of harms way." Mr. Breen added, "It is very important to separate children that are primarily on foot from children that are being dropped off by their parents in vehicles. The children in vehicles will happen on the south side in the parking lot area and, children that will be walking or arriving by bus will be received on the north side. So that separation is very important and is incorporated into the design." Discussion. Vice Chairperson Rosanne Karr asked, "Is there enough parking for the parents ?" Mr. Breen replied, "Yes, there is." Vice Chairperson Karr then asked, "Is there enough parking for 500 plus ?" Mr. Breen replied, "There is not enough parking for 500 vehicles. During the planning process we worked very closely with Eloise (Sahlstrom), John (Baker), Randy (Stevenson) and Brian (Fields) and part of the challenge that we have is trying to make sure that everything functions from an engineering perspective and a safety perspective, but also minimize the impact the construction and design has on the environment. And a lot of parking has been added on the perimeter of the sight, primarily on Hicks (Avenue) which will also be very beneficial for the City during events that happen on the weekends and off hours, when the school will not be in session. In addition to that, you heard Randy (Stevenson) mention the Development Agreement that he and Anthony (Garganese) worked with us very extensively on over the summer. Part of that Development Agreement talks about the utilization of parking at predetermined times, for the City to use the parking lot and that the School will be designing and constructing, and also for the school at predetermined times to utilize the grass parking lot at the Parks and Recreation across the way. There are approximately ten (10) events that happen at the school right now that are what we call the over flow events. So we believe that is going to be a very manageable process. And as Randy (Stevenson) talked about earlier, it is pretty well thought through and documented." Discussion ensued on proposed school Events. Referencing parking spaces, Mr. Breen conveyed, "There is approximately 124 parking places at the City Park, grass parking lot and there is — 105 or 110 that are going to be developed by the School." Mr. Breen then commented that, "Currently we have the Police at the City of Longwood on an as needed basis." CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING — JANUARY 5, 2011 PAGE 6 OF 32 Continuing, Mr. Breen added, "This particular site, the way it has been designed, and with Brian's (Fields) help and advice, it has been designed and developed such that it would not be necessary need for any management from the City of Winter Springs Police Department. The Staff currently at Choices in Learning are very, very involved there everyday in the parking lots directing traffic making sure that people and that the children are kept safe and that traffic flows in an efficient manner and it is only going to improve on this site. The queuing area is ample without over paving the planet. It also can be expanded a little bit to the west with more impervious pavement stone and gravel that is actually already built into the plan as well if it is required. But, right now the intent is to have design in such a way and we believe that it is, so, there will be no additional burden on the City of Winter Springs Police Department to come out and direct traffic when they could be utilizing their time in a better way." Vice Chairperson Karr asked, "Is there going to be a School Zone in front — in that area of State Road 434 ?" Mr. Breen replied, "We cannot make you that promise as it is a State Road. I can tell you that Choices in Learning has been at two (2) other locations prior to moving to Winter Springs." Tape 1 /Side B Board Member Howard Casman asked, "Are residents of Stone Gable, Winding Hollow, Parkstone eligible for busing ?" Mr. Breen replied, "Busing happens after — a two (2) mile radius that is required in our Charter, outside of a two (2) mile radius." Next, Board Member Casman asked, "Will there be crossing guards if they are not eligible for busing ?" Mr. Breen responded, "At (State Road) 434 and Central Winds Road? Yes, there will be." Continuing, Board Member Casman remarked, "As a civic matter, is the School going to have an auditorium and if it does will be open to civic groups either on a rental basis or just being a nice guy basis for civic organizations ?" Mr. Breen replied, "The school has what is — the concept is called Cafetorium'. Most elementary schools do not have auditoriums and this one will not be any different then that. They have to stay within some guidelines. But, what we do have is a flex space called a `Cafetorium' where the school can hold assemblies, plays, things of that nature, meetings and of course serve lunch there as well. They also will have their after school programs in there. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE7OF32 As a part of the Development Agreement that Randy (Stevenson) spoke to earlier, there are some provisions that are made for the City's use. For the Cafetorium area and actually we tried to incorporate into the design ability to access that area without having to worry about somebody wandering off into the School that does not belong the Media Center for instance. Some of that is incorporated as well." Discussion. Referencing the Traffic Study, Mr. Fields commented, "The Traffic Study is available if you would like to review it." Mr. Breen mentioned that, "At the intersection of Central Winds Drive we will be installing six foot (6') sidewalks around the perimeter so everything will be interconnected." Regarding off street parking, Mr. Breen stated, "Right now our agreement with the City is to install parallel parking along Hicks (Avenue) — there is not enough right -of -way right now, actually around the entire site. This is why there was the necessity for an Agreement. A lot of these improvements that are being made for the benefit of the City and the benefit of the Applicant are being held on private property. This particular area is very tight. Chairman Poe opened the "Public Input" portion of this Agenda Item. Mr. Michael Cannell, 221 Torcaso Court, Winter Springs, Florida: commented on the Fiscal Impact; traffic safety concerns; and is opposed to this project. Mr. Rich Zarda, 204 Torcaso Court, Winter Springs, Florida: spoke on the position of the building; the removal of trees; and the concern of coordinating the time of the local schools in the area. Chairman Poe closed the "Public Input" portion of this Agenda Item. "I MAKE THE MOTION THAT BASED ON THE HEARING TONIGHT THE PLANNING AND ZONING BOARD APPROVE THE SPECIAL EXCEPTION REQUEST FOR THE CHOICES IN LEARNING CHARTER SCHOOL." MOTION BY VICE CHAIRPERSON KARR. SECONDED BY CHAIRMAN POE. DISCUSSION. MR. STEVENSON STATED, "MR CHAIRMAN, MAY I ASK FOR A POINT OF CLARIFICATION ?" CHAIRMAN POE REPLIED, "YES SIR." MR. STEVENSON ASKED, "DOES THAT INCLUDE THE SPECIAL EXCEPTION FOR THE CHAIN LINK FENCE ?" CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE 8 OF 32 CHAIRMAN POE ANSWERED, "I BELIEVE, CORRECT ME IF I AM WRONG MS. KARR. I BELIEVE YOU WERE RECOMMENDING IT AS IT WAS RECOMMENDED BY STAFF ?" VICE CHAIRPERSON KARR CONFIRMED, "YES." MR. STEVENSON COMMENTED, "JUST FOR CLARIFICATION, STAFF RECOMMENDED DENIAL OF THE BLACK CHAIN LINK FENCE - WE WERE RECOMMENDED APPROVAL ON THE OTHERS. I JUST WANTED TO CLARIFY WHAT THE MOTION WAS ABOUT." VICE CHAIRPERSON KARR ASKED, "OKAY, SHOULD I AMEND THE MOTION THEN ?" CHAIRMAN POE REPLIED, "ARE YOU RECOMMENDING IT AS STAFF HAD RECOMMENDED IT ?" VICE CHAIRPERSON KARR STATED, "YES ". CHAIRMAN POE THEN ADDED, "I WILL SECOND HER MOTION AS IT IS PRESENTED BY STAFF." VOTE: BOARD MEMBER PHILLIPS: NAY VICE CHAIRPERSON KARR: AYE CHAIRMAN POE: AYE BOARD MEMBER CASMAN: AYE BOARD MEMBER SCHWARZ: NAY MOTION CARRIED. "I WILL MAKE THE MOTION TO APPROVE THE AESTHETIC REVIEW AS PRESENTED." MOTION BY CHAIRMAN POE. SECONDED BY VICE CHAIRPERSON KARR. DISCUSSION. VOTE: BOARD MEMBER SCHWARZ: AYE BOARD MEMBER PHILLIPS: AYE VICE CHAIRPERSON KARR: AYE CHAIRMAN POE: AYE BOARD MEMBER CASMAN: AYE MOTION CARRIED. "I MAKE THE MOTION THAT WE APPROVE BASED ON TONIGHT'S HEARING APPROVE THE PLAN; THE FINAL ENGINEERING AND SITE PLANS." MOTION BY VICE CHAIRPERSON KARR. SECONDED BY BOARD MEMBER PHILLIPS. DISCUSSION. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JANUARY 5, 2011 PAGE 9 OF 32 VOTE: VICE CHAIRPERSON KARR: AYE CHAIRMAN POE: AYE BOARD MEMBER CASMAN: AYE BOARD MEMBER SCHWARZ: AYE BOARD MEMBER PHILLIPS: AYE MOTION CARRIED. Board Member Schwarz said to Chairman Poe, "When the item goes before the City Commission, I would like the recommendation that street lighting be provided on Central Winds Boulevard and Hicks Boulevard (Avenue), as a compliment to substantially developing that parcel of land, as a recommendation." Chairman Poe replied, "I am not certain that that could be put into the recommendation. I believe that it could be added as a footnote that it was a concern but it was not included in the Motion but I certainly believe that we could bring that..." Board Member Schwarz noted, "...I do not know what the protocol is. It is just very dark there." Chairman Poe then responded, "I understand, I was out there myself. I clearly understand but I think that a note could be made in the Minutes that that was a concern to this Board." PUBLIC HEARINGS 501. Community Development Department Requests The Planning And Zoning Board Review The Information Presented In This Agenda Item And Consider Four (4) Requests For The Proposed Winter Springs Village: (1) The Special Exception Requests, (2) The Aesthetic Review, (3) The Final Engineering /Subdivision Plan, And (4) The Development Agreement. Mr. Stevenson introduced this Agenda Item and stated, "You will be considering; I apologize; there is a mistype, you will not be considering the Development Agreement tonight — you will be considering the Special Exceptions for inclusion in the Development Agreement that will go to the Commission. Again, there will be three (3) requests again I would request a separate Vote on each request. Those are similar to the ones we just talked about and that would be the Special Exception Request, the Aesthetic Review and the Site Plan." Mr. Stevenson stated, "We are asking the Planning and Zoning Board(/Local Planning Agency) to consider the recommendations for the Special Exceptions, the Aesthetic Review and the Final Engineering Site Plan for a 252 residential unit facility — currently as Winter Springs Village. It also includes a clubhouse, a community garden site, park and recreational areas, Trail access and a portion of Spine Road and Michael Blake Boulevard on a forty (40) acre site along the eastern edge of the Town Center District." Mr. Fields spoke on Stormwater; the Traffic Study; utilities; and site grading. ATTACHMENT F Special Exceptions Aesthetic Review Comments Canopy Heights Please refer to Senior Planner Eloise Sahlstrom's Comment #3 and Senior Planner John Baker's Comment #1 addressing canopy heights. The Town Center Code requires canopies to be 10' above adjacent sidewalks. The original concept plan showed canopy heights at varying elevations, some of which are 9' above the sidewalk. Justification: The City Staff and the City Architect (Dover Kohl) encouraged the use of stepped parapet facades, expression lines, and varying height of building features. The current design shows varying wall heights, wall relief, a dome, comice features, multiple colors, and different canopy heights Allowing areas of the canopy to be set at varying heights enhances the architectural appeal of the project. The current design and canopy heights were approved by the City Architect (Dover Kohl) and is supported by the City Staff and the City Architect. Section 20 -321— Requirements for Special Exceptions a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by designating this site a Civic Site. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. Also, as a part of the Development Agreement, Choices in Learning will be making improvements such as street parking, landscape buffers, and sidewalks. All of these items improve the City of Winter Springs and the Town Center. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. Black Vinyl Fence Please refer to Senior Planner John Baker's Comment #2 addressing black vinyl fence. The original concept and Development Agreement addresses fencing of the play areas only. Justification: An open wet retention pond with a sidewalk adjacent to it creates a safety concern in a school environment. Not all young children know how to swim so the applicant respectfully requests permission to install black vinyl fence along the Hicks Avenue side of the pond in an effort to prevent accidental entry to the pond. The black vinyl material will be compatible with the fencing used at the adjacent Dog Park on Hicks and at Central Winds Park. Section 20 - 321 — Requirements for Special Exceptions a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by utilizing very unique architecture. The project utilizes a stepped parapets, a dome, and four different colors on the facades. This proposed building is beautiful and will the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. All of these items improve the City of Winter Springs and the Town Center. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. Expression Line Please refer to Senior Planner Eloise Sahlstrom's Comment # 2 and Senior Planner John Baker's Comment #4 addressing the expression line. Town Center Code requests that the expression line be located at second floor level. The current location of the expression line is the same as it was during the Concept Submission that was approved by the City Commission. Justification: Moving the expression line higher on the building makes it more visible and prominent by eliminating conflicts with the covered canopy system. Leaving the expression line at the second floor elevation (as opposed to what is currently designed) will limit its visibility. The canopy tie -backs would block the expression line. The current location of the expression line is supported by the City Architect (Dover Kohl) and this special exception is supported by City Staff. Section 20 - 321 — Requirements for Special Exceptions a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by designating this site a Civic Site. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. Also, as a part of the Development Agreement, Choices in Learning will be making improvements such as street parking, landscape buffers, and sidewalks. All of these items improve the City of Winter Springs and the Town Center. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. Transparency Please refer to Senior Planner Eloise Sahlstrom's Comment #1 and Senior Planner John Baker's Comment # 5 addressing 15% transparency. Town Center Code requests that building elevations facing parks, squares, or streets contain 15% transparent glass. The current design has approximately 13% transparent glass. Justification: Interior design of a school room requires the utilization of solid wall space. Per the request of the City Planners and the City Architect, the size of the windows was increased and the percentage of glass increased slightly. The applicant believes the percentage of glass on the north elevation is at a maximum while still keeping the interior of the building functioning as a school. The applicant therefore respectfully requests a Special Exception. The current design and percentage of transparency has been reviewed and approved by the City Architect. a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by utilizing very unique architecture. The project utilizes a stepped parapets, a dome, and four different colors on the facades. This proposed building is beautiful and will the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. All of these items improve the City of Winter Springs and the Town Center. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. Final Engineering Review Comments Curb Cut Radii Please refer to Senior Planner Eloise Sahlstrom's Comment #1 and Senior Planner John Baker's Comment #6 regarding turning radii at Hicks Avenue. Town Center Code requests turn radii be limited to 15'. Justification: A turning radius of 15' does not accommodate a school bus or most emergency vehicles. The applicant therefore respectfully requests a Special Exception. This exception is supported by the City Engineer. a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development contributes and improves the Winter Springs Town Center by utilizing very unique architecture. The project utilizes a stepped parapets, a dome, and four different colors on the facades. This proposed building is beautiful and will the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. All of these items improve the City of Winter Springs and the Town Center. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will create 15 new jobs and bring 50 existing jobs to Winter Springs. In addition to jobs, the School has tremendous buying power and needs. After Choices in Learning relocates to Winter Springs and completes the expansion, the School will have an operating budget of $5.1 million and procure services totaling $1.95 million. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 30- 324(12) for these limitations. The proposed building will be the first civic facility built in cooperation with the City of Winter Springs and in compliance with the Town Center Codes. The applicant was granted a Special Exception in June, 2010 for a large footprint building. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center Master Plan. A Development Agreement exists between the City of Winter Springs and Choices in Learning. Limitations regarding hours of operation and vehicle queuing have been addressed. CHOICES IN LEARNING WINTER SPRINGS PRELIMINARY/ FINAL CONSTRUCTION CITY OF WINTER SPRINGS SEMINOLE COUNTY, FLORIDA n us ITE DECEMBER 2010 SHEET INDEX Goof COVER SHEET S -1 LAND TITLE SURVEY S -2 TOPOGRAPHICAL SURVEY S -3 UTILITY SURVEY S -4 TREE SURVEY Cool GENERAL NOTES C1oo SITE PLAN C2oo EROSION CONTROL & DEMOLITION PLAN C2o1 EROSION CONTROL & DEMOLITION PLAN C3oo GEOMETRY & STRIPING PLAN C3o1 GEOMETRY & STRIPING PLAN C400 GRADING & DRAINAGE PLAN C4o1 GRADING & DRAINAGE PLAN 0402 GRADING & DRAINAGE CROSS SECTIONS 0500 WATER & SEWER PLAN C600 SITE DETAILS C6o1 FDOT DETAILS C70o DRAINAGE DETAILS C800 UTILITY DETAILS C8o1 UTILITY DETAILS C9oo LIFT STATION DETAILS LA -1 LANDSCAPE PLAN LA -2 LANDSCAPE PLAN LA -3 LANDSCAPE PLAN IR -1 IRRIGATION PLAN IR -2 IRRIGATION PLAN IR -3 IRRIGATION PLAN SL -1 SITE PLAN PHOTOMETRICS SL -2 SITE LIGHTING CUTSHEETS SL -3 SITE LIGHTING CUTSHEETS CONTACTS OAVNI -.R/ APPI.IC.—P 893 N'. AS 'I 5 LONGN'00T , FL. 31�,So CONTACT: CAROI. RNAF CRTT. F,NGETFF.R FLIM.A WEEKS CIVIL ENGINEERING, INC, 386 >OUGLA. AVE., SUITE 2100 TA T: SF.SPRI .W WEEKS, P.E. I'll .URIUA 3 +,1; CONTACT: 8 9—G. NTE .: 40>.4�S.S�vO 1RCHITEC'T BU URIC. UOGUF. MII.1 S, INC. I 30 BUSINESS CENTER E—E .A Rte:AIAI1' LOBIIIA CON-CT:.IR.9NY_4 ]f O \f TET. :40).333 - -005 SURVEYOR WAIF. TUC AS S ASSOCIATES ao llROOFLINE AVENUE NFlV SNVRN' A BEACH, FLORTE, A 3-9 COI TACT: WILL IE. I- •Ae I`- TEI- 38(l 87 1878 I. ANE'.SCAPF ARCHITECT BELLOAfO- IIERBERT S COAIRANV INC. 833 HIGHLANII AVENUE. SUITE 101 OSIU— ,FLOR—C,803 COYI'AC'I': RU'I ) 1`—) TEL 4074 S WTIT SONEER N RENGINEE "114 IIIGII'S WICREASO V-Ul RII G, NC. SUIT I I.CII AVID :NUF. SUITE 100 (IRI, NF10, FI.OUIUA 3 CONTACT: ER, R, PE TFi.: g0738c :.5)00 LOCATION MAP 11 , LEGAL DESCRIPTION: Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 lee e 0 tlz�In by aDP10�'a!b Proeci numbal LIT oRMERw U 43 F 4 (SR, NO l z A RE, - - - - - - - - - - I i�� ....... 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TELL- E LllAl e A11.1-1 PERAED 7131111 PEI ATTORNEYS RATE TI I 11FT I 11TIN, IN AD �J-LR T IF FLAINI, 1ELITICE P.11TIANIT FICIVICI IF 'III 1111EI IFEI NOT EPIEED THAT I T E DATE ------------- YIEMENTI ITIAM E LIIAI I A A NO 17EA TO IF CORRECT, TO E A - A FERYT F -1 11 - PCINI �l 11NIIN11 I � 1 A AT " � `T D I FEI P 'I A 1.D N A N SNO'ETTY 7 - F S E E E CTE�D N 5 , 11IN F E T AN�DNGNI PA - A,�,N�, EG AT, C P R" '=C I FJR E I E �Y I A =L F-E A N, A B, AD, TA /AC LAND TITLE VEY I AEl AIE F PRIA APAII El INEFEREPREAL NEIEEEP11 .1 NREDII � PCC A3`1�ATOFFE F,, A N FI , IFF M A L AN �A AD A 2 A DITI A EL A) PRICE EV DN T � ` ELV C IND�Cl R LKH K 1111 11 Pll 111 -1 OR EN111 F D- L N EL K -,o � 17 W F NP DEC - POINT FF IEIEIlE 11111ANT TD -TIN 17-17 TRAll IT-ITE1. A N -NUI'NT DA DEIFITEENT OF ArN E I INNIIETE EININENY PRINT EL, - ELEllYCN - IFIF-ED 10— PRE INITEI IN A BEANN AIDE T ONE, S, AT A NFVEITATINN I - I-D El FRADY IN 1111 1, - IEINANEYT 1ANTIDT INI - �NIEIT III - NETIT CIA AD A, A NF - IEINNANENI IEFEIENIE I I - = IIATI A YNNNE z'T N IN A DIITANIE) FL N A, A A NO PI NT AT IN III V IT 'IN IAL L-C F LllFl, I A NF - 17. L A RE OFTO[01 BEFTON NOTES G GENERAL NOTES G GF01G[N.'1'RYN01ES U UTILITYNOTES 1. ALL AREAS WHERE UTILOIE5, CONDUITS, AND /OR UTILITY STRUCTURES HAVE O OJECT IS ENTIRELY IN FLOOD ZONE Y PER FEMA MAP Na 12117CAK0 F, LAST 1 1. THREE (3) FOOL CURB TRANSFIONS SHALL BE PROVIDED AT ALL CURB 1. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM l0 BEEN REMOVED SHALL BE BACK FILLED WITH SELECT BACK FILL MATERIAL 1 REVISED SEPTEMBER 28. 2007. A TERMINATIONS AND DROP CURB INTERFACES. 1 AND SHALL BE INSTALLED, TESTED PAID CLEARED FOR SERVICE IN ALL SELECT BACK FILL MATERIAL SHALL BE OF OFF AND COMPACTED PER R 2. HE CITY OF WINTER SPRINGS IS THE WATER, SEWER PAID RECLAIMED WATER SERVICE 2 2. CLIFF ABLE SURFACE ON CURB RAMP WALKING SURFACE PAID ALL A ACCORDANCE WITH THE STANDARDS OF THE CITY OF WINTER SPRINGS AND CLIFF STRAIT ENGINEER. P 3 EXISTING VEGETATION IS OPEN GRASS FIELD & WOODED. T THE SAME ELEVATION. 2 THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. MMf VICE UNTIL TREE PROTECTION BARRIERS AND TREE PROTECTION AREA A HE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM 3 UT AND INTERSECTION LOCATIONS. STORM SEWER WASTEWATER OR ST HE FORCE MAINS P A M CONTRACTOR'S RESPONSIBILITY FO CONFIRM THE LOCATION OF EXISTING UTILITIES TO D DSPOSPL SYSTEMS DESIGNEff. C DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND FO G GRAI)TN(U ANT) T)RAINAGE NOTES A A. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL LMTED TO RUCTION MA�ERI MACHINERY, CHEMICAL OR TEMPORARY CONSTRUCTION. INFORMATION SH OWN. INCLUDING WATER LEVELS. REPRESENTS EXISTING I INVESIIGAFION AND RECOMMENDATIONS R RECLAIMED WAT[R. REGULATED UNDER PLL EROSION AND SEDIMENT CONTROL !NORK SHALL CONFORM FO C LL BE AT IF OR SHE FAILS FO PROVIDE THE WRITTEN NOTIFICATION G u� s+OWN, wIIH THE E%cEPnGN GF IHGSE PG1cA�EG oN THE G WATER MAINS SHALL BE LAID 10 PROVIDE A HORIZONTAL OR AS V RIDGE CONSTRUCTION WHERE I RIGINA GROUND LINE AND FINISHED 5. IT L EI STUBBED By CONSTRUCTION ACTIVITIES SHALL BE GF D M GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE 7' S PROIECI ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. O OFICA IONS UNLESS NOTED OTHERWISE. THE CONTRACTOR H HORIZONTAL SEPARAH DISTANCE BETWEEN WATER MAINS AND DIICHE$. STREAMS. STORM GRAINS, LAKES ANG PONDS C CONTRACT. 7 M W E (6) INCHES ABOVE THE TOP OF THE SEWER. NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. A A. SILL FENCE (INDEX NO. 102) 9 9. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ALL TIE -INS TO ROOF T THE WATER MAIN AND ALL PARIS OF ANY EXISTING OR PROPOSED PUBLIC OR O C TYPE P -2 & P -5 CURB INLET (INDEX No. 200 & 210) A ASSOCIATED FITTINGS. 3 3. VERTCAL SEPNtaFON BETWEEN WATER MNNS AND SANTARY OR STORM ON R E. TYPE F CURB & GUTTER (INDEX N. 300) N NPOF,S PF.RnTTT W SEWER WASTEWATER OR STGRMWAFED FORCE MANS AND RECLA AND ANY DISTURBED LA NC AREAS SHALL BE COMPLETED WITHIN 15 1 1, VALLEY GOITER (INDEX No. 300) A CONTRACTOR SHALL PREPARE AND SUBMIT IS THE FLORIDA DEPARTMENT OF V A WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR & THE EROSION CONTROL MEASURES ARE INTENDED AS MINIMUM STANDARDS T C PER FLORIDA ADMINISTRATIVE LVOE 6 PR O TY WATER MN NS CROSSING ANY EXISTING OR PROPOSED PRESSURE 11 CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY A ANC DOCUMENTATION ON FILE AS BEOURED FOR CEP REVIEW. ALL FEES SHALL C C AT THE LITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND 1 PRCTf CT f%ISIING FRffS NOT MARKED ON THIS PLAN FOR REMOVAL AGAINST . B CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS F FOR ANY PENALTIES OR FINES DEP MAY LEVY FOR FAILURE F0 COMPLY WITH C BE - UNNECESSARY CUTTING BREAKING OR SUNNING OF ROOTS C AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY T THE PERMITTING REOUIREMENTS M PFIVE BE OTHER PI A - SMOTHERING CF TREES BY STOCKPILING CONSTRUCTION MATERIALS C ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF PIPELINE. ALTERNATIVELY, Al SUCH CROSSINGS, THE PIPES SHALL BE - EXCESS FOOT OR VEHICULAR TRAFFIC F 12 THE CONTRACTOR SHALL ENSURE THAT ALL SECURED CONSTRUCTION PERMITS A FIRE SPRINKLER NOTES ( (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, - PARKING T E T WITHIN DRP -LINE H HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK_ S A AT MINIMUM, A CLASS FIVE CONTRACTOR IS REO B TORM ACTIVITIES. C 13. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT - BEGIN AT THE POINT AT WHICH THE PIPING Is USED EXCLUSIVELY FOR U RECLAI MED WATER AND AT LEAST W = NE A CONSTRUCTION AN APPROVED DISPOSAL FACILIACTIVITIES SHALL BE DISPOSED OFF 1 FIRE PROTECTION AND END Ai A POINT 1 -FOOT PROVE THE FINISH CD FLOOR M MAINS, OR PIPELINES CONVEYING RE CLAIMED WAFER w LOVER EXPOSED ROOTS WITH WET BURLAP 10 PREVENT DRYING PAID COVER M MATERIAL ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY c c O UTHE WATER CONNECTION SHALL BE OF F OF TH FIR LINE C 4 ALL M -SITE WATER LINES SHALL BE OWNED AND MAINTAINED BY THE WITH EARTH AS SOON AS POSSIBLE O OF THE CONTRACTOR. G G. THE FIRE CONNECTION SHALL BE WITHIN 200 FEEL OF THE FIRE HYDRANT 5 5. BACTERIOLOGICAL SAMPLE POINTS SHALL BE PS DESCRIBED IN THE FDCP LANDSCAPE ARCHITECT AND /OR BY A CERTIFIED ISA ARBORIST, LICENSED FOR P PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS F F. THE ONLY VALVE PLLOWEB ON INE F 6. MANHOLE ELEVATIONS ARE TOP OF RIM, WORK IN THE CITY . N NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE G G AL R SHALL N 7. ALL WATER AND SEWER CONNECTIONS MUST BE WITNESSED BY THE CITY 5. THE CONTRACTOR SHALL BE RE5PON51BLE FOR REPAIRING OR REPLACING A ARCHITECT WITHOUT DELAY. B BEINGCOVERED . NSPECTOR L TO THE LANDSCAPE ARCHITECT AND THE CITY. SUCH AS. a). THE A AND ARE INDEPENDENT OF VALUES DEPICTED ON THE SURVEY. PROVIDED TO THE CITY FOR APPROVAL CONTRACTOR SHALL EMPLOY A CERTIFIED IAA AR RI LICENSED FOR 1 16. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE 9 9. ALL UTILITIES SHALL BE UNDERGROUND. WORK IN THE CITY 10 REPAIR MAJOR DAMAGE TO TREES AND SHRUBS N NOTED ON PLANS. DAMAGE; OR 0 Tn TREES DAMAGED T TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON BEYOND REPAIR, WITH A QUANTITY OF TREES DETERMINED BY CHAPTER 2 U UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION, AND THE LATEST FLORIDA TREE OR 1O S10 FEESHALL B 1B. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, EE WHICHEVER N DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR C C c I BARRIERS MAY LOCATED CLOSER THAN THE PRISTINE BUT ONLY WHEN W WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE I n L AP PROVED IN ADVANCE BY THE CITY MEDICAL W WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY F F p C /�t� G WITH 2,4 S 9 A ICI t GRADE AND SHALL BE SET DEEP ENOUGH IN THE GROUND FO BE STABLE T THE STATE OF FLORIDA, SHALL BE PROVIDED PER THE PROJECT SPECIFICATIONS. Winter Springs, Florida WITHOUT ADDITIONAL SUPPORT. W WITHIN THE PROTECTED AREA, BARRIERS SHALL BE MOVED BACK TO A SECONDARY LOCATION. APPROVED BY THE COY AWISIT, AT THE EDGE OF THE WORK. ALL WORK WITHIN THE FREE PROTECTION BARRIER AREA P PERMIT SET 2 MUST BE DONE BY HAND. EXTRA CARE MUST BE TAKEN Al THIS LIME BY 2 0 1 0.0 4 3 PARKING CALCULATIONS. FBC REQUIREMENT PROVIDED FOR REFERENCE CHAPTER 4 SECTION 423.10.2.8 FLORIDA BUILDING CODE FOR PARKING REQUIREMENT ELEMENTARY SCHOOL: ONE SPACE FOR EACH FACULTY/ STAFF PLUS ONE VISITOR SPACE PER 1DO STUDENTS 1 SPACE x 62 FACULTY/STAFF = 62 SPACES FA ULTY STAFF 1 VISITOR SPACE X 650 STUDENTS = 6 SPACES 100 STUDENTS REOUI RED SPACES 68 SPACES PROVIDED SPACES 65 REGULAR PLUS 5 HANDICAP ACCESSIBLE = 70 SPACES (ON —SITE) PROVIDED SPACES 28 PARALLEL SPACES (OFF —SITE) TOTAL PROVIDED SPACES 98 SPACES SITE DATA TABLE BULDINO AREA 1ST FLOOR: 25,520 OF 2ND FLOOR: 25,680 SF TOTAL 51,20D OF TYPE OF CONS CTION TYPE II B, SPRINKLER ED NUMBER OF STORIES BUILDING — TWO STORY SOIL TYPE ASTATULA, BASINGER, POMELLO, ST. JOHN LAND USE INFORMATION' EXISTING USE: VACANT PROPOSED USE ELEMENTARY CHARTER SCHOOL FUTURE LAND USE INFORMATION SITE: TOWN CENTER DISTRICT NORTH: TOWN CENTER DISTRICT EAST: TOWN CENTER DISTRICT SOUTH: MIXED USE WE5T: MIXED USE /CONSERVATION ZONING INC ORM ATION SITE: T —C (TOWN CENTER) NORTH: T —C EAST: T —C SOUTH: C -1 WEST: C -1/C -2 PROJECT AREA: APPLICANT —OWNED AREA 8.70 Ac 8,70 Ac (378,972. SF) OPEN /IMPERVIOUS SPACE OPEN SPACE AREA: 266,625. SF. (6.12 ACJ IMPERVIOUS AREA 112,347, SF. (2,58 AC.) FAR: TOTAL BUILDING AREA /SITE AREA 51,200./378,972. = 0.14 PRE & POST CONDITIONS IMPERVIOUS 0.00 AC PRE — CONDITION IMPERVIOUS 2 .60 AC. POST— CONDITION IMPERVIOUS sR N4 ]9 — — —_ — — — � 11111111 �L \p \ \ Nae � CO an ILANI '11 D1111LLL � ED ¢( <N51 Lrv✓ANKI' KL E I N VAAAVA a° pe 47 vv a v� If= U P ' \, �r�,A d P m \\ w. \\� if }1 fk vv r � v X. ryghfN NSA ^ ��" "u `" a o .ems o:Nr µ ( R/ SETBACKS NORTH ( ): SR 4 SOUTH 3' d EAST (C 4 TRAL L 96 96 WINDS): 347' LEGEND �* Pu E1 of IXIIINC C11 TICCAL 1111ALT 1XIIENT SECTION LEAw DCEV AKPxa\T P—ENT —TIN 10 1ETE wAL11, ILARA P—ENT NEHECTAELE -INK. N GRAPAJC SCALE m � � P p .earning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.04', MAO JAK reeve date dz.m by aD rT dM, protect numb SITE C 1 0t PLAN v srreei nurnbt _ I T J�:I. N GRAPHIC SCALE (I IN- . M ®m ) EcE °� ,NArvLE.� a 5R. -fvD. 419 _ =,l Nl FORMERI,y SR N0; 50 _ - - - -.. A\\ \\ Fv \ \ ` oN TT \ \ \ ° BE n A 'a vuvE. \ PC v A C " F W W x W w w z 14 A j a A I A A � s , ` CO � / o% \\ o j \t V O \ \ \• 'p V \ \ \\ 2 H�METAL RALNC . �� P 6' PVC f EE °v _� SIGN T FENCE v` vv ,�acEti nx R \\ ` \ PRONDE PeaTECTaN AS /� ". �� e«w: N EN REPER HE aR v v FEN' FALL g° G ®reLA v ` o ST s2s o� A 1Y- PAM` AISNE TE P( PNE `a °APNF rMre��rerRNrere �EIwA. a�FNEre� VgRNO aeo CA BA 2C' OUR 2P UP IIINI AIDE VAR �� gag B YN N � 15 ; mrtrt vrr¢ aa�os n \ O ' _ owN% rCl.C� 11 FR` TO FILL I fLM a �srec 5 _ ... 60 (SE) _ IRA E EL C2 2a (SW) �1 RC \/ \ I IT N CT E ( E EG ENIRANCE SHALL BE S EDIMENT oN,a Pueuc RICnT�°F -wAV. HU MAv ovoR UUIRE 'OR PRESSING, REPAIR CL[A OUT OF PNV MEAS REA UE[D TO TRAP ffDINEN,. 2 wNEN NECESSARY, NMEELS SHALL BE CLEANED PRIOR l0 ENTRANCE ONTO PUBLIC RIGHT -OF -WAY. ERE WHEN WA5H NO IS BEQUIREI, IF 1HALL BE SEE MEN' BASN cEENSRUCnoN MAINTENANCE To BE PER APPUraIE SICISNS °E EDm srANDARO svFaDCATION Nre. mA 5 I ALL 11011N C1 TIRE USE SANDBP95, SYMHETIC BALES OR OTNER APPROVED METHODS TO CHNJNELfLE RUNOFF TO BASIN REQUIRED, 6, COURSE ATE & FILTER FABI 10 BE PER SECTEUNS PC FEEL STANDARD SPECIFICATION ON 901 & N�, 95, DESPECTI-I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL PRLF AN s a )1�-I / E R L l) ass DISH PEDESTAL s ' EROSION CONTROL AND a DEMOLITION PLAN C C ,I,e�I ,C DEMOLITION LEGEND X TREE ALT FENCE TO BE REMOVED OUTS OF TREE REMOVAL AREA TREES TO REMA W TREE REMOVAL AREA (REFER TO NOTES ON SHEET CK1 AND DETA 6 SHEET LA 3). ® L OF TREES SHRUBS AND UNDERBRUSH TO BE REMOVED. REFER TO GEOMETRY & GRADING PLANS FOR EXACT LIMITS, F7 CLEAR ALL VEGETAT AND DEBRIS VNTH 0. THE EXCEPTION OF TREES. PROTECT ALL TREES N THIS ARE FILL HOLES AS NECESSARY TO MATCH SURROUNDING GRADE W ALTERING DRAINAGE EXSTNG DRA PATTERNS. REFER TO LANDSCAPE PLAN5 FOR STABILIZATION REQUREMENTS, . NOTES NO STE CLEARNG GRAD TREE REMOVAL OR OTHER AEM OLT ON 5 TO COMMENCE UNT TREE PROTECTION BARRIERS AND TREE PROTECTON AREA SGNAGE ARE IN PLACE AND APPROVED BY THE C ARRORIST OR HIS DES GNEE. 2. EX OTC INVASIVES MUST BE REMOVED FORM THE ENTIRE SITE B NOTES ON SHEE C001 APPLY TO THIS WORK Choices in Learning Elementary Charter School C ER ITIA Winter Springs, Florida PERMIT SET 2010.0, MAO JAR I'GUE, dale USI by ADD\m'al by D\OeCI EROSION CONTROL AND a DEMOLITION PLAN C C ,I,e�I ,C 43434 (SEE N0. 419) aNCRETE SPLLPWI ATT COMMON CaTON LNES FORMERLY SEC �NR�WE FINE EX 'I NG FLUMC PNB AS REOU RED IT El iE � ... AT $ISTING SERNCE BOX 252587 OR ®o LI P YEMEN, J FENCE _ / / /j% E A , (DOES NOT HE PHO INLET OR) ATT ODMMDNOA ON LNEe FOR E 1, 21 11 RONDE INLET ROT WITH ME c VENCRETE WALK i�wl� DE �L EPInINP INLE;=; �sNR TOP T STATE ROA (R / ARIE) 434 OPTIONAL POST POSITIG P C HORT z S R INCPL POST POs ON 1 13 L ;FT' MIN, °r— «AN,EDE2D TGWARDTIFLGW, RIG (IN _ 9B5 FDDT SPE , R FABRIC ry _ _ _ _ W ELEVATION SECTION SFT FLOW NOTE. ACCORDANCE WITH WITH PLANS AND B PE S IT FE NCE P ROTECTION AROUND DITCH BOTTOM INLETS 1. RECULAP SILT FENCE TO BE FDDT TYPE III, SILT FENCE APPLICATIONS n GRAPhPC SCALE Ii IN= ao seer 1 SYNTHETIC PIIri DIt�hLES. (TIP.) DITCH BOTTOM INLET SYNTHETIC BALES. (TIP.) 0 a , ewmr� O °"� Nrn &(,Etter Nro & Vtilter P PARTIAL INLET COMPLETED OR ANCHOR EXISTING INLET BALES WITH 2- 2 x 2 X a STAKES PER BALE. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES NT I 43434 (SEE N0. 419) aNCRETE SPLLPWI ATT COMMON CaTON LNES FORMERLY SEC �NR�WE FINE EX 'I NG FLUMC PNB AS REOU RED IT El iE � ... AT $ISTING SERNCE BOX 252587 OR ®o LI P YEMEN, J FENCE _ / / /j% E A , (DOES NOT HE PHO INLET OR) ATT ODMMDNOA ON LNEe FOR E 1, 21 11 RONDE INLET ROT WITH ME c VENCRETE WALK i�wl� DE �L EPInINP INLE;=; �sNR TOP T STATE ROA (R / ARIE) 434 OPTIONAL POST POSITIG P C HORT z S R INCPL POST POs ON 1 13 L ;FT' MIN, °r— «AN,EDE2D TGWARDTIFLGW, RIG (IN _ 9B5 FDDT SPE , R FABRIC ry _ _ _ _ W ELEVATION SECTION SFT FLOW NOTE. ACCORDANCE WITH WITH PLANS AND B PE S IT FE NCE P ROTECTION AROUND DITCH BOTTOM INLETS 1. RECULAP SILT FENCE TO BE FDDT TYPE III, SILT FENCE APPLICATIONS n GRAPhPC SCALE Ii IN= ao seer 1 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 21-1111 MAO JAB l"U, J'R, ED., by AMFr.Fd by plD]nt numhn, EROSION CONTROL AND DEMOLITION PLAN C C ,I,e�1 ,12, DEMOLITION LEGEND X TREE SILT FENCE TO BE REMOVED OUTSIDE OF TREE REMOVAL AREA - E] TREES TO REMAIN WITHIN TREE REMOVAL AREA (REFER TO 'NI _ _ -- - NOTES ON SHEET C001 AND DETAIL 6, SHEET LA -3). - ® LMTS OF TREES SHRUBS AND UNDERBRUSH TO BE REMOVED. REFER TO GEOMETRI & CRAD NG PLANS FOR PACT LIMITS o _ f NoTEs NO S CLEARING GRADING, TREE REMOVAL OR OTHER .� DEMOLTION BRRERS 15 TO COMMENCE UNT TREE PROTECTION AND TREE PROTECTION AREA SIGNAGE ARE IN W PLACE DES AND APPROVED BY THE C ARBORI57 OR HIS GNEE. w 2. EXOT 3. NOTES C NVA5IVES MUST BE REMOVED FORM THE ENTIRE SITE, ON SHEET C001 APPLY TO THIS WORK. w w W z a v HLT DEng Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 21-1111 MAO JAB l"U, J'R, ED., by AMFr.Fd by plD]nt numhn, EROSION CONTROL AND DEMOLITION PLAN C C ,I,e�1 ,12, a ®E TRIP LINE 11 wswo zD UPn swu GRAPHIC SCALE z -A.. UNES l iN reer 1 PVC IEIAI.AN " _ _,__'�_ N \ �\ �POwEa POLE �uaii's nt N re nt N re � y�o E i� � IA; W � ox F � MEEAt DS E l All Palnt M Raw D-1 pi ob NO, 19 Ea11 PEW N R 20 \ E >\a" 2_ , ua _IIIIII a ��A 0 e _ �rvmrz,t °Lpo vA ��ae.aI \ 'a9 m mD E ( } LAN re POLE OLL D (T NcArz oN ' A A EE I L �` I . , �. A A ° v�R AA vE �� no E wA E A A LN a rzPA Es. cD A ( oN o �" °rzPa<N � AA A E arere A �W IDIANT .. ..� c NII \. AND VALVE. xc Y w a� NES cAEO 3 \�� KEYNOTES \ LIEGCVD O z 1111 OTLEL 111111 E NUERN N—, O Dm curee RAMP NUMBER ILI roo\ ND. No. "1 Q �tEre o�,.� ory sre«, aoo aE» = c® oda „Ere. aESE o E � ,rzo� ° �rz �re 1 PtN,E. „ o'DPirvE o,rz�re9 `PANE,sP, A ° A A g � ° gaNS ° �' " A Aa BE s I, © o "w`°<,re' aG „Rry ”. �v s� v ®� 0.4 © ;E aD c ` E«` oPEire 1 reN.E © pwsaME , w rvrvre — ANENODP No,�.0 —PINE o,�NELNEE" DENLDrvoD�d yyA � ( \ DDre E A �� °o e ® ry e 6 / D� °,rzPrv� A v A Pa rv, (9 A , D t / o DP rvE ®�s .in ,z rzPRoP rvE os. NE o,.awE �a 1', O 2J cu un 1'rza rc mD °D O IP�rvE N INE ' AE o;ed:,;., eVAA 0�4e. szQ ® ,ADE,NE arvEL, m11MDrv. -EDP. ' D m `;a vrees re l o �� * A A`� ® g 1 E �Ea ,EE 11 t ®rz.o �aEA Z 2 o,rzENE NLAM Av. A � ° .�D�EMA N ® (.OI —IN11 tee © o D* c MP dm* remu rem m oznP o ! UM ' oKK6P o o3 j; DE \ \ p ® ( 1 N' (11FEre.o F. rvDEr o 11. onu n A E .zDnr � 'DD WN1 A P Rry A \\ �\ s. s e wiD wis- sP(reEE1 1 IE A, UP rzovuu ez. -EOOUa o ,zawE _ ° DP' ' ® , oervnuEU,u rzua e <revEre,a m 7 : m wD n..) nA_l� \ \A A \ • a, \D \ o a L.D o�oDw: o�eour e.rzaAV -,DO,ix .nA wArEa \ \ AA d2 POTABLE 4 U A A� os au _ o A \ \\ ' s 12 1 °' ° °` o „.re, ;SPENE z; .'�oE aGP Choices in Learning TE P, a °,aP�'E IPN °„ v v A A�» �, Po ° 3 =A -a} Elementary Charter School (R �qQ N \ P O, rvE P<E ,D ooa m�rv111 —u E E PN, D o etE MARreER gRiF 9 o:u m.rzDAU -3DDAU S INE N ” ry o.PDE, re� © Winter Springs, Florida O S3 ®rzDD o rzP BA-E'° E° 4 o,DP�ry �E „ 2010.043 a' PERMIT ;INry RAP -u D o j IN ` "o fP °E "oD °NE' e, J,tI, D �re� by dre, NCNE NI ppr —ddv prDiDD( DD D \E, sp rz owm"ttE °E P �°�g eaE�PkC,E PA M E 40 . A . R� # a ni, E i, P-1 # C,, Des �� E�rre P�3o 41, C300 GEOMETRY & 7:71 Z STRIPING PLAN PALE D D `io ° .,�eR D�EU L DEnPL v v A o�, >. us GRAPIUCSCALE LEGEND (cR FE01 CURB RAMP NUMBER PER FDNI ID . N. 301 K nINOTFIS 1111 111E A IE111 1111 I , �f , �IEI E NPBI E �1, 1E1EI �I 111AU I IIEI III �1� . 1 , E , E= 11 111E1 IN ��I�IAI IE�4 '�EIIICAI 1111 �1 41%�CNOI I�El I E E , 11 , 1 , "I 1AE I E l 1 R " A AN I I I N� A 111E 1A E'RCE 11- IR IIIAII IN 1-1 1111 1E1EI 'I 111AU . IIIE' .11 Sao rymra 1101 XE IEIII E III I ER IEI -1 11, 11 (11 El I 1— 11 1-1 11 IIEP� III U. R' III I IN III IIINI 1 1— 11 1-1 1 MIEEI 1111 .11 1.RI R11E ENIE1 DIN (11-q c PAPP-1 011MR11 iROrR N' �� II�El . . I . 1 1 '" 1 r Nlll N� A, EA1 111, .1 11 NRR1 11-1 . BIE111 1a IRUI RllR U. I'll EIIU E 11RABIR111 1E. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.0431 11 21-1111 MAQ SGW "'I, d,tD J.., by ,.Cd by GEOMETRY & STRIPING PLAN C30,12 KEYNOTES TOP D -3 To D -sA DRAIN BASIN T ° 24' 115 LF.- 18" RCP @ 4.35% - a ry TOP 39.80 re1°renol arvnrel rvE 4, IS 46 OT 4699 INV 36J5 f PA SRae D -5 �.. ,wore ,s remurem rvx F4 45 so 4111 4 ^�� em D 1 T - C % INV 25 F LARED END SECTION n LF. 12" PV EX (1311, wV 2.06 GRAPH]C SCAoE 0 L s Pvc ro12eMAN _ - o E 3 ENT To - - A2. e - -- 1 PowFR POLE DRAIN 7 0 ED END SECTION G ,x 4o Boom ) � Til fio D 2A D SA X�+F E(3a 5 R �>`�� '� NP 6,50 ��`_ 03 � d 72" INUNE ED 07 FLAB FQRMER�Y S R N0._ - - _ _ _ �� 4 Nv 2 s _ w 4 C �+ ew,D 2 IN - 36,50 F D - T TYPE �_ y d uR D - 2 DOPE P 3 CURB INLET 6- _ - - _ 9 T � 68G INV 4193 ( +/ 63e aeovF Fx. PvraT. j;', a' UNF DRAW -- -- ��°"— — '" �� 4 s 1 IN /� ToP D ss wV w 37,56 G �POwER a p INV. 37.45 : POLEc�Te o 1a TO D 1 4eE 1 STORIT LEGEND nereno am 1wE �.. � \ 4a11 238 LE 15 HDPE' @ 283% e a A p �3 EDICT CONCRETE WALKS AND PAVEMENT j D 8E FDOT TYPE P -2 CURB INLET FDOT TYPE V GUTTER INLET l Rt e pa H+ rex \\ TOP 37.fi1 OP 3525 SE D T m,= PV ° wA E INV NE 33.05 NA' E 31.25 ,J L reTU o ", y 4° G Pu Q p LT INV NW 36.60 INV W 31.26 $ DETECTABLE WARNING PAVERS 1 ETROPO ),U. (PER FLORIDA BUILDING CODE) I n, R, KSER 8Th f,.r1 S p \ ® PLILU R 441�.AT� F �- \' 1 �� TE A \0 A\ D -2 12 DRAIN BASIN F , _ W D UD ILI 9 O W -sa U 35 I I < F \ ss I I UP, 1 e 11 24 " R.G.W. (LOCAL VARIES) I I R GPE YI G PA E ER CENTRAL WINDS N RGW (LOCATION AGREE) I I GPE %ND PA NEM ER S -S ": FORMERLY SR. 434 G VARIES I D m s 4.1 SLOPE d STNG PAVEM 209 MATCH T GRADE C L ": HICKS AlTNHE Lu \ \A A A\ TOP 46.66 6" DEEP No. 57 STONE ON P \ A AV a43 V. INV E 3J. NON -WOVEN GEOTE %TILE FABRIC 6.88 4 , LL 12 PROPOSED SPOT GRADE 1A4 ]3 4 ANT D -12 To D -13 \W \ 58 LF.- 8" PVC C 0.30% ' EXISTING SPOT GRADE \ A T �ti PROPOSED DRAINAGE FLOW AD K D-13 \Z \ A� 12" DRAIN BASIN GRADE BREAK P ` SAN KK \ pV XT TOP 4615 OW�Orzs A AA p .� INV SE. 3671 +E-I BLACK VINYL CHAIN LINK FENCE NE YNI \ o0 onk ° dxzanr B00 G' N \ A A \\ �-SD INV N 37.25 I G,00 A p A INV AN 38.80 \ Lu ,xP xre ece \ AE RE \ \ AA ° \\ p F D -13 To D -14 RETAINING WALL NOTE. Rom °o,zeeooF' A A `� 50 LE- 10" PVC C 0.30% CONTRACTOR SHALL PROVIDE ENGINEERED IL111 A_ ae A CA \ 5 � (SIGNED & SEALED) RETAINING WALL PA \ o -p SUBMITTALS FROM MANUFACTURER FOR C-1a o Pry osce Prvs °Pry , �D OP D RAW BASIN REVIEW AND APPROVAL, 0 I I I ®T � A � A � AR o. INV NE 3645 z \ NV NW 37 67 INV 34 84 L L BE ADS /mm o zP rvE o,oa Nre / Q P ° \ A\ lP HD PIPE SHALL VS \ sANITITE HP OR A - ACCEPTED TV °rvw ®is rzE ° � \ A \A\ EQUIVALENT 2 . d+°, 're mre,U?Hgh" ° "K o rzPRF �` x AA A V NE .o sr v3rz.oa °PNEm n �nre uu o,v Ne o R E rvTO,sn rvoN MFD / KK�'a1a o NE mTSa$r RE O,oPN o 41E F NY VERNE rz°Pa<R o,00..a ®rz�T�a� o ,rzPwE o,oPwF ° 'RN, wATH A C A, 0 p\ 4as s \\\(( B \A p ,l Ra x V A A pl AA AA AA� A A A AA V V! eawo zureT wTm °r cuve�L .,.A,: o,eou, s geou: TG Uirvun ru°Nrere°�>G "o \r4 \�B0'1A own,: ozo 2°o vry o2PrzP ERN TE R INN ' TOP ) pµ arv �aPNE „PN �R �0qa w %PNE q N� . arz�o69 ooB Pry 4/ 43g �B ®area oarz4 A VIBRNE 0 �23 RES RETAINING WILL SECTION "D -D ": N F1 F. 4A 11 IF NB CURB PA N F ~ VE SFCTTON UTA 483 A 47 83 R Ps 47 34 X 4764 31 012PINE a 8 oryCPNE P 6 2 N, IIIN -Y 11 PINE-11PINE C CNA v � APNF aoo € R 116 v rv[9 nPN % G Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAK i"'I, date dWW by ,.Id N, pr %eat nu nba, °(ME) R °P t D. F GRADING AND rdo B o° I DRAINAGE PLAN �•/T GLE D D x is � a rNw, , / a 1 ass DISK PEDEn4L s' Ax �FF. 407 012 T c&c PPE D PLAININ WALL r SELl'ION 'F F PT I ore ®eoce of PnvEMeN,. N (oafs NaT NO Sa N1E. gsl �wumnwsle1m [i X5 434 (S R N0. 419) 31 5 aNCae,e sP �1wAV All ca I aN NIVAT LNes FORMERLY S(RR 0�/W) 3 22 �c — — — 30.22 — 2-0 1AAD 21 7 17 2 ._ 2— 27 -.5 sa _ -_ 11 Pwcel'eeN o,w NN) g ME esusou *r ssav cs eox - a�U aTT CawwuNCa�aN tNSS `° m�so oN RE.E ", T�sN� a T.1 11 2715 STAR /W VARIES) 434 T Da IT 29 50 N GRAEH]C SCALE 0 1x= �o cee7' 1 STORM LEGENi): REINOTES 1200 D -6 +1LD0 TRENCH DRAIN �— ZURN Z882 —U6 —VP w/ 1.04% SLOPE (8205- 8206- 8206N) TOP 32.31 — 3204 GENERAL NOTE: INV. 31.37 — 31.61 D -6 TO D -7 5LF — 6 "PVC 01.00% D -7 FDOT TYPE P5 CURB INLET TOP 32.69 INV E 28.00 INV SW 26.15 D -7 TO D -8 30 LF.— 15" HDPE @ 0.50% D -8 FD OT MITERED END SECTION INV 26.D0 CS-1 FDOT TYPE C INLET REFER TO SHT. C700 FOR DETAILS D — n TO D - 1 2 — 300 LF. 15" HDPE- 0 1.57% D -12 LECH TYPE V GUTTER INLET O TOP 30.50 z INV E 26.50 C INV S 26.25 D -12 TO D -13 44 FF.— 18" HDPE- W 0.57% W W D -13 TROT MITERED END SECTION � INV. 26 ED ITS PE PIPE SHALL BE ADS W SANITITE HP OR CITY— ACCEPTED F2] EQUIVALENT. W z a x F N GRAEH]C SCALE 0 1x= �o cee7' 1 STORM LEGENi): CONTRACTOR SHALL PROVIDE ENGINEERED (SIGNED S, SEALED) RETAINING WALL SUBMITTALS FROM MANUFACTURER FOR REVIEW AND APPROVAL. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.04', :1 MAX sue date d.., by aDGmusd by pgntnumb F IT STING ADF „_z._,e� - -- GRADING & (� DRAINAGE PLAN C 4 �,e�l0 e1_, POND CROSS — SECTION (A —A) CONCRETE WALKS AND PAVEMENT 1200 PROPOSED SPOT GRADE +1LD0 11 STING SPOT GRADE �— PROPOSED DRAINAGE FLOW GRADE BREAK BLACK VINYL CHAIN LINK FENCE GENERAL NOTE: CONTRACTOR SHALL PROVIDE ENGINEERED (SIGNED S, SEALED) RETAINING WALL SUBMITTALS FROM MANUFACTURER FOR REVIEW AND APPROVAL. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.04', :1 MAX sue date d.., by aDGmusd by pgntnumb F IT STING ADF „_z._,e� - -- GRADING & (� DRAINAGE PLAN C 4 �,e�l0 e1_, POND CROSS — SECTION (A —A) N CANOPY TREE AT d �° G CANGPY TREE-4 4 0 LANDSCAPE ISLANDS fl 44 42 40 38 36 34 4e 46 44 42 40 38 0 4 8 12 16 o ° CANOPY TREE AT 4 LANDSCAPE ISLANDS d o � o 0 4 8 12 16 20 24 28 32 36 4D 44 48 CROSS - SECTION ( "H -H ") SCALE: 1 IN.= 2 FT, HORIZONTAL 1 IN.= 2 FT. VERTICAL 20 24 28 32 36 CROSS — SECTION ( "G —G ") SCALE: 1 IN 2 FT. HORIZONTAL t IN. 2 FT. VERTICAL 0 0 C:) d a C � a o CANOPY TEE �E m 4D 44 48 4' -0" HI ALUMINU H ORNAMENTAL FENCE V J N N w — w — v ` _ — OPAQUE H LANDSCAPI DGE G Ti LANDSC -AND5C A H DGE c — 444 \ \ \\ \ _u \ \\ YLT �U'\ \ TTY \ \ \ \ MAT H GRADE t,4, \� . \_> o ° CANOPY TREE AT 4 LANDSCAPE ISLANDS d o � o 0 4 8 12 16 20 24 28 32 36 4D 44 48 CROSS - SECTION ( "H -H ") SCALE: 1 IN.= 2 FT, HORIZONTAL 1 IN.= 2 FT. VERTICAL 20 24 28 32 36 CROSS — SECTION ( "G —G ") SCALE: 1 IN 2 FT. HORIZONTAL t IN. 2 FT. VERTICAL 0 0 C:) d a C � a o CANOPY TEE �E m 4D 44 48 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 MAO JAY ie —date d.., by -Yd by protect numba, GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, 4' -0" NI AL NU H ORNAMENTAL FENCE V N w — w — — LANDSC -AND5C A H DGE c — \ \ \\ \ MATCH GROPE t,4, CT Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 MAO JAY ie —date d.., by -Yd by protect numba, GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, N uNES GRAPHIC SCAoE o �aa OF NF.TR e1 4-34 - NO;. _ _ - - nuw _ r \xx4�. E`MEN NO .'' S:R _ 4ssr = =_ 4� 4 E fOR�ER�Y S.R. R - _ -- _ _�1cs�Ra,ei �` a ��vAv a7. , E 50 _ - - - -- -_ o ° °� �@ ALL uae 16 21 b _ -� - -� % \\4 - - -- — E as CD " UT11.ITV CROS5iNG: KEYNOTES ( P) HaLE sw,vry rcrecwwry ! \L + CONTRACTOR TO COORDINATE ALL POINTS pHA T 48 s \'mot \\ \\ 8" PVC SANITARY: q ra N P 1 1 11 1 10 UNCaTDN - h \\ INV= 3556 OF NS CONNECTION W/ MEP AND ARCHITECTURAL \\ - �\ PLA aT Adt � LNE u,1.v EUEUEx, p \\ 0 071'SEPARATION 11 LNI CONNECT ALL BUILDING SANITARY LATERALS - E �\ 4 V \\ \ j'LR �I F \\ 4 \\ 12" PVC STORM: W/ INCREASER UNLESS OTHERWISE NOTED. PhUYDSI L I TE Evnu c \ \ V \ \\ TOP- 35 12L 37S i"SO wn�ER E N rU \\ \ \ \\ NV =34 i,µ 4 75 wnsE \ .��N NnPnRi7 T \ V V A \ y S -1 SANITARY MANHOLE S- SANITARY MANHOLE ISP - SENT. L - vT )MMUNIRAT a" PVC SANITARY: O SHFIE 11 1 - 11 oR2 rzzPUU v E1 M IC9W Rae A A AA V V AA IN 37 N RNV = W P NV 34.16 UO I" ry c K _ \\ \ 0.51 SEPARATION W. INV 35.44 N. INV 34.Q6 \ d j 10' PVC STORM: E INV= 35.17 caT ry4 A\� AND VALVE. TOP- 37_32 SPI I'll, uu LINE \ \ INV= 36.49 o ° o ePUU \\ \ \ R \ \\ _ wL wv ❑ xxauu O WET TAP EXISTING SANITARY FORCEMAIN W/ B'X 4' TAPPING LINE INS IANIHAFF RE a ,an— \ \\V \\ � 12" PVC STORM: VALVE &SLEEVE. s s \\\ \\ \,\ NV .= 35.80 oi0oa we o T ® CONNECT TO EXISTING 8' RECLAIM WATER O MAIN W/ 2 CORP. STOP, 1.5' IRRIGATION METER AND 2' 11 a - \ oECLVA, ,rz \ \\ \\ 1.04' SEPARATION xw. - \ \ 4 A REDUCED PRESSURE BACKFLOW PREVENTER. V c e 311 icaoaNA I � ud ,zP � a1s V o V � E PVC SANITAR O WET TAP EXISTING 12' PVC WATER MAIN W/ 12 "h 12" zs V s'J - ("" P'T) ` - " Bo W��q Ep \\ °VA V \\4 �.0 TOP= 347s NV =34 25 TAPPINC VALVE &SLEEVE. 11111 se. Aae , \2\ u e 12'x a" TEE N 2 FIRE HYDRANT ASSEMBLY I n o,4 w4 e'x 4' TEE CA .1II L - ATT p� Nom' W 40 r REDUCER UNESNICAO'oa oPo 7T\ v�� ® 2' METER AND 3" REDUCED PRESSURE BACKFLOW PREVENTER. 1 1 _ vv0 N \ \ p\ O a" DOUBLE DETECTOR CHECK VALVE ASSEMBLY o,TEw 8'G 6' LEE %00P n BLE MANKEN v Ls ' � o� w/ TAMPER swlTnH. v4Tn METAL RAUNC 6P � NC °'0P1NC ®n�.TET CP wE Dvaimc vv� Z o\ vP�;N /4asSQ wS POST INDICATOR VALVE (pIV) (POINT of SERVICE) ) � awixc nAL o��aP�n"1`„ 4 v s ° ; oz.2 o a m a a �oL a<N z °D o,SPwN�AM P v vvA s" wuNE CHECK VALVE (class 200, w VALVE BOX) A AA 0 1 FRIGE.AN VIP NE \ \\ \I \V O FIRE DEPARTMENT CONNECTION (FDC) .Teak: RE ED \ \ \ 4 x x o,oPirvE 1nPiNE V V 1/4' " CORP STOP rzoPw.l ALry VA: .11-11-1 �2PirvE oioPirvE ° �Pirv��N a Px \ V\\ \ \A\ PE W17 3/4" REDUCED PRESSURE BACKFLOW PREVEMER ai �p \ o V mnea,w - w a�oa,w a,eaAr enzaw: ,00,ix SE, POTABLE °�� oe 'ePn \ \ \ \ \' PND NOSE BIB oeo V \ \ \\ F wOie 12'x 8" REDUCER r OP rvo- €zl3AefxeK reEnuum 1 uu VV p= s �a�7 °�� °,2.P II-1P,=8`�IRA,IRN R ° S'�� a ' a D Choices in Learning TE P, - ppoM o K BP�N`z�,„ eoN,�NRA�RN A�) ?a Elementary Charter School ��, t� 4 R RR o E a � �,o 4 "E a 2RnR �� 4 ,SE „EE �NE — C N "E OLE M ER Winter Springs, Florida � PERMIT SET 201 0.043 P1 o,Raix oCMryE I SNI �Q� ¢ d dby PrEnt bxr M rm,by appr - RRln N, ",' NPI P E �NE p ° , zo 2 o \ tJ�� I n o,T . ��2P�NE` '�d`2.E OAR °wd POLE AND O zL it "T�-BRA II SEE PE S OE TAL � OF eti> °` WATER & �� SEWER PLAN e�1RRl ' r WALrc �NDFH AAR�aNCREiEE PLAN) � � WALK �NDFHA VCa�NCREFE PAN .. .. . . ... . . . . �� C4J A9 � K WA Roar ELAS C Lx �n 1 a1 J / � wui: xelTn vAre D [s e (sE�PLaw) rxPnrvs IN 1m �, s%v ..... ........ ��: L ssx AASHFO F iso °E i��{~��/��/��!/Y!i� Iii a � T STILE T ILI— EP IT I P FILE .INT AT IFFEN11 111 IF — TO 11111D FILE, I_ wish SE TeL_ED DFOI � FEET CONCRETE WALK DETAILS l L =1I EI L =1I EI L =1I EI L =1I7 EI L=1IEII W— II —II W Il1 =W111 I�IIL— IIUIL —IIUI uI�IIL— II�IIL —IIA 111 11 HII a (Ana 1-111. AuFnaF iaol�Miu�DEUSm. BASKETBALL PAVEMENT DETAIL I S - III ITI . D 4IIKF FILE C' m HANDICAP STRIPING DETAIL III FITIP I o (1rvc FE) ewE 3 ED ° (�1aR1EERi11 CRPEE) IP s. ON V) POTROU IT DUELED P IPT 1111. HANDICAP PAIUUNGESYMBOL E OFF um�TE s<ewE�'E srewE [I T'. ALLP S IPE EL11 R PE ® °s p o rE 1D TYPICAL HANDICAP PARKING SECTION 1.5 FILE AP '_ 1 11 ASPHAL ASPHUT� T.s 111EIII1E TILE sP Tzs AsvnnL �THIS5H BE OOAE EE 1 ( M o Ts1 AASmo T T o) uAV uuu M N CENSn S ( I F Fo LBR aH NN. ell DENSiYe (Asia o sn a eo) uAV u y N DENS PeL D[NA Y. u HE LBR 41 MN. OFF ' �s5x msnT Uwr Ta ;wH Psi 1 a mn 11 WAcm 11—rNET I11 —LED ma CONCRETE RIRRON CURE FTI E — PAVEMENT 'METH v ES PILL PLAN) — REBARPCa1Filuaus) I III II III �H EIS I EI � III =IFI II ll lllll IFEI III �II FIII— PIT IIW III -I I L+' s To/11 wwr �1s. tE PAVEMENT ow 1u�u o-�sn. AASma,,eol ot�NSr ILI' 11 111 111 1 El 1111 PFNEFEIE 11 E-1 DLJMI'STER I'AD PAVEMENT DETAIL F N A L IOrv e rvH Eou vAIENFI� P 10 VIN 11 'E TOP STOP tW ALLAH OP OF — CED �NT S ea of siDE HEw ERHIVALINT L e ,� IDNI I E i rilAnals. MIN E TYPICAL SIGN IN PUBLIC RIGIITdtFNWAY HF. A \'Y DUTY PAVEMENT SECTION ILI �coric T — is I IF uAx Dwmv.'ae t1- o- " P eOFFTF T H.) 1111E1 H) AAA F.ie FIT - FENIIP sielN Lae <o AN PAPTCAI. PARTATENT SPECTER( IN ITI STOP FISH MwHM v y y > T INAIE TO I.FIIM TO L a,J _ AT T,oNA. MIN TYPICAL SIGN ON PRIVATE PROPERTY NTI SECTION THROUGH RAMP WITH LANDING AT NORMAL SIDEWALK ELEVATION ' NEW RAMP 10 MATCH EXISHIC IN TYPE OR AS REQUIRED RY CITY OF WINTER SPWNOS EFFE IF WA, NNK IF 11FIEL O O O _IffE DEFAiL) O O O O O O O TRUNCATED DAME PLAN VIEW CURB RAMP DETECTABLE WARNING SURFACE ' �3 T T—I TIE FILL 'TL ALAN AxD aHSn x�Tn �N CURR RAMP DETATT S Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT S ET 201 "FIE, NED, ° tlra QWE ApEr. prEEntnumAn, SITE DETAILS C 6 00 �•/ ,L1e�tDH1�b_, HICKS 4AENUE P AR AT LF.T. P ARK ING PAVEMENT SEC IPCEN ILI E100 M�Nt 1a AEA K1 MM ALL DETAI 112 1111 THIS TINLE" NOT aTncemsE) FEE 61, 21 DI,F PS 2 500 ' I Br SIZAI:" "I E100 M�Nt 1a AEA K1 MM ALL DETAI �4Z �P,1-1-11 I A g" L-AL EEO cum & CILM Elf SPEC� MARI n ,. 17348 -, ir , T CAW RM QII Choices in Learning WT RAWS Elementary Charter School Winter Springs, Florida NOTE DRAINAGE GRATES TO BE INSTALLED PERPENDICULAR TO TRAFFIC PERMIT SET 2010.043 11 21-1111 MAC JAK "'I, d,tre d.., by appr—d by pr bar E FDOT DETAILS C60,12, YNYMYi s. � ; I nr ° a,° ,.� ti „� I I I I I I I I I I I I I I I �� -� yryr� ,. �n�¶ «..,.., ....A ...,. ebb TRENCH WIDTH VARIES W/ SZE OF PIPE ' FINISHED GRADE C WITH C¢Ae DPCK- ACIPPECOP arern's"ovP.i 'WD Eo III INI=„EO �re,.�E RA SO COMMON FILL/ ,SEE NOTE 5� , /. ns eFrvD VC PIPE I GO PIPE Q0 A \ o wYF 12" (IYP.))))) SELCCT _ FILL AT E U [ NDISTURBED j COMMON (sE�E NET E S KEL CLEANOUT DETAIL N.T.I. NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER 2, TRENCH BACKFILL COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER PAS O 3, PIPE BE TIDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH DING A TRENCHING D A ENGINEER. 4 ( BE ) D S D (RZN MIN.) FOR PI PE DIAMETER LESS THAN 2 , AND 24 MA%. (12" MIN.) FOR MAX PIPE DIAMETER 24" AND LARGER. 'IT C, ALL EPIPEHTO ALL PACT BE BE INSTALLED BELL H FACI NO UPSTREAM TO TIT DIRECTION OF FLOW 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS a AGENCIES. G GAMMON FILL SHALL CONSYST OF MINERAL SOIL, SUBSTANTIALLY FREE OF CLAY, ORGANIC MATERIAL, MUCK, LOAM, WOOD, TRASH AND OTHER OBJECTIONABLE MATERIAL NMICH MAY BE COMPRESSIBLE OR WHIGH CANNOT BE COMPACTED Py - PF (} 1ESEINE I CONIP STONES LARDER THREE AND ONE H /2') INCH DIMENSION IN lHC TOP LSE LLL HALL ( ) I NOT NCHES OR SP' (D) INCHES IN ANY DIMENSION IN L THE E OF A ANY REA AND SAID COMMON FILL SHALL NOT CO PROPERTIES SU BROKEN CONCRETE, MASONRY, RUBBLE. BLE. OR OR OTHER R MATERIALS IT SHALL HAVE FILL ST PROPERTIES SD THAT U CAN BE READILY SPREAD P COMPACTED ED DURING FILLING MDITIONPL COMMON FILL SHALL BE NO MORC THPN 12 PERCENT BY WEIGHT FINER THAN THE NO 200 MESH SIEVE UNLESS FINER MATERIAL IS APPROVED FOR UK C IN A SPECIFIC LOCATION BY THE ENGINEER. 9, MATERIAL FALLING WITHIN THE ABOVE SPECIFICATIONS ENCOUNTERED DURING THE EXCAVATION MAY BE STORED IN SEGREGATED STOCKPILES FOR REUSE. ALL MATERIAL WHICH. IN THE OPINION OF THE ENGINEER, IS NOT SUITABLE FOR OPEC F ED ABOVE FROM MMEUN F I EXPECT AT RE USE 'HALL BE 'PEE LED AS SO Elff E A ` PREIN FIR ""SAL OF UNSU7ABLE MA �E 74 MATERIAL AUDIT N /2 INCHES IN LARGEST DIMENSION, AND SHALL BE NO MORE THAN 5 PERCENT BEDDING AND TRENCHING DETAIL DOWNSPOUT caouT NuLOPLAST INUNE STANDAR (LOCKED) � IMTH FINISH GRADE OF SIDEWALK wsH CAST IRON OR OR // ACCEPTED EN UIVALENT 'PER PLAN DOPMESPEAUI # 6' A By MACON PLASTIC OR APPROVED ER — MR 45' PVC BEND 2 -WA BARS 6 THICK CONCRETE MATCH DRAIN OR EA. WAY COLLAR, FULLY FORMED N SIZE . STORM LINE MATCH FINISH GRADE. PVC TO STORM SEWER SW H IL HEVER I SEE PLANS FOR LATERAL SIZING MA LEB) PER PLAN 11 VERIFY THAT THERE ARE NO CONFLICTS WITH BUILDINGjWALK FOUNDATION. PROVIDE FITTINGS AS REOUIRED TO MITIGATE CONFLICT. 2 ENSURE THAT CENTERLINE OF HUB MATCHES CENTERLINE OF E:4:: DONMSPOUT AT JUNCTION, S REFER TD ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION ELBOW DQ NSPOUT CONNECTION TNT .WE. DRATN DETATT. DETAIL IN SIDEWALK N.T.I. NFI NOSE APARK SIR. TOP EL. 3015 SKIMMER EL 3015 SKIMMER BST. EL SKIMMER BLADE FDOT INDEX NO ioP of EI6ERGLA11 SKIMMER BELT. SAIIE1' I A NUT R AT IT 4 XTI AFTER ATSEMBLV �s- vrz' , POO ' SIQMMER MOUNTING BRACECLf DETAIL N IS NOTE: REFER Io PLAN SHEET FOR ACTUAL ORIENTATION OF OF TFALL PIPE. CONTROL STRUCTURE DETAIL (CS—E.) N.T.S. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAY l—W SRO, SEA., by Ep,r d by prOnt numhn, DRAINAGE C709, DETAILS 11 1HHN 50LID COPPER TRACING WIRE GENERAL NOTES DECLARED WATER AND TWO, FORCE BAN, wcuowc R Te I IA NC 1 N57ALLED OVER THE ENTIRE L ENGTH D O THE MAIN EVER' 5 FEET NTH ADHESIVE TAPE ARE SHALL EXTEND A COILED PLACED IN A BOX CH FOR EASY ACGESSIBILIn, I IN DEAD END BURNS THE TIAINI WIFE 1HAL L BE PLACED N A PROPERLY DENTFED PVC VAL, BOX AT THE END IF THE PH N TRACING WIRE CONNECTION NTI SET A 11 VALVE BOX / 0 FINISHED GRADE XEIIDE EXTENSION STEM NTH C. S0. WRENCH NUT RE AND LIPPER THAN 4 DEPTH — 4" CONCRETE MEET ON VALVE WITH 44 REBAR OF PIPE BLE VALVE (TYPE 00% N. AS SPECIFIED) N TRA CAL JOINT MI 14 T CEER N IWREID COPPER VALVE TYPICAL VALVE AND VALVE BOX DETAIL STA NTS HYDRANT 2 1/2" HOSE WITH S, /4"OPENING NOZZLES /aac CAP CHAINS BREAKABLE 0 BARREL COUPLING ONE PUMPER OUTLET NOZZEL OR FLANGE ON STREET SIDE FINISHED PROVIDE CONCRETE COLLAR GRADE IN PAVED AND UNPAVED AREAS I� 18 "X18 "14" CONCRETE COLLAR WITH q4 REBAR CAST IRON BOX 3' -0" MIN COVER DIAN VALVE fi' MECHANICAL JOINT SHALL BE PUT COED GATE VALVE I y NOTES CLOCKING 6" HYDRANT ADAPTER AND HYDRANT 1. THE HYDRANTS ACCEPTABLE TO THE TEE, OR 3/4" TIE CITY OF WINTER SPRINGS SHALL RODS (MIN 2 PER BE EITHER THE CLOSE N 42 MEDALION CONNECTION PIECE) AMERICAN DARLING B84B, OR THE MUELLER A -423. 6" CONNECTING PIECE — 2. THE ASSEMBLY SHALL BE PAINTED SHERWIN WILLIAMS SAFETY YELLOW 3. GRIP RING RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING nmrvas BACKFLOW PRESENTER N ACCOANCE WI PWJS APP BY TH GATE VALVE THE CI1V OF WINTER SPRINGS IF TEST COCK (TYP) GATE VALVE THREADED 41 UNION NIPPLE (TYP.) N/A (2 REQUIRED) 90= BEND (2 ReaulReD) FINAL GRADE P z �/r acrvD X 18" 7 9 l A, DIAMETER BY 6" 1 N/A EPE „T, OR 18' x 1B" x 6" FROM CONCRETE COLLAR TO MAIN WITH #4 BAR ALL AROUND (2 REQ'D.) SERNCE N/A NOTES. 12 12 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE 11 /A THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. N/A oGO E „ 2, ENTIRE ASSEMBLY TO BE PAINTED BLACK, 1 14 96 REDUCED PRESSURE BACKFLOW PREVENTER NTI SET A 11 VALVE BOX / 0 FINISHED GRADE XEIIDE EXTENSION STEM NTH C. S0. WRENCH NUT RE AND LIPPER THAN 4 DEPTH — 4" CONCRETE MEET ON VALVE WITH 44 REBAR OF PIPE BLE VALVE (TYPE 00% N. AS SPECIFIED) N TRA CAL JOINT MI 14 T CEER N IWREID COPPER VALVE TYPICAL VALVE AND VALVE BOX DETAIL STA NTS HYDRANT 2 1/2" HOSE WITH S, /4"OPENING NOZZLES /aac CAP CHAINS BREAKABLE 0 BARREL COUPLING ONE PUMPER OUTLET NOZZEL OR FLANGE ON STREET SIDE FINISHED PROVIDE CONCRETE COLLAR GRADE IN PAVED AND UNPAVED AREAS I� 18 "X18 "14" CONCRETE COLLAR WITH q4 REBAR CAST IRON BOX 3' -0" MIN COVER DIAN VALVE fi' MECHANICAL JOINT SHALL BE PUT COED GATE VALVE I y NOTES CLOCKING 6" HYDRANT ADAPTER AND HYDRANT 1. THE HYDRANTS ACCEPTABLE TO THE TEE, OR 3/4" TIE CITY OF WINTER SPRINGS SHALL RODS (MIN 2 PER BE EITHER THE CLOSE N 42 MEDALION CONNECTION PIECE) AMERICAN DARLING B84B, OR THE MUELLER A -423. 6" CONNECTING PIECE — 2. THE ASSEMBLY SHALL BE PAINTED SHERWIN WILLIAMS SAFETY YELLOW 3. GRIP RING RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING nmrvas NPI z[ (irveu[s) 24 11 41 41� N/A N/A N /A N/A N/A z �/r acrvD 5 7 9 1 10 1 N/A N/A N/A 4 4 1 1 1 N/A N/A N/A SIANCH RE 'El 12 12 74 11 /A N/A N/A oGO E „ z 1 14 96 1 111 N/A N/A N/A TO NOTES GREATER THAN SHOWN IN THE N TABLE T FARTHET OTAL NT LENGTH CECIL RED. 2, WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTINGS WHICH YIELD THE GREATEST NUMBER OF FECTRAINED JOINTS. 3, CONTRACTOR SHALL SUBMIT FOR RENEW AND COMMENT, DRAWINGS FOR RESTRAINED TO N1 EM. ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE COUNTVY A HISLIDNrvI CBo THE w NG: BASED PIPE , CAPACITY, SOIL TYPE, DEPTH OF COVER. TEST PRESSURE, LAY NO CONDT�ONS YFACTOA 5, RE AT RANT A FOR FIRE LINE SHALL BE PER FIRE SPRINKLER ENGINEER'S RE 'PEC B. RESTRAINED dTNS IN PVC PIPE TO BE GRIP RING (NO MEGALUCS). RESTRAINED JOINT PIPE TABLE UPS AS C' F LOW PIE 'ENTE A APPROVED Al THE CITY OF I RE I F TT NGI WT IT PT NI SUPPORTS AS E RE00IRED (IINI SHED 11 HE CnY) w/ VACUUM B BREAKER INSTALL VAL T EVAL E 40 GALV_ PVC TO SON ISO I SEE TER) AT TIME M(M OF i 40 PVC REMOVAL JUMPER PV' T' PRESSURE OAK AR ACT SO AALV ADAPTOR EalsNC WATER LINE/ \ OF MIT CLOSED AND FORD A LOCKED ITT TO 11.VDE SADDLE (TYP)IF LOOK NO MEEHAN BE TEMPORARY JUMPER CONNECTION DETAIL N OTE LICATIIN TO RE DETERMINED — CONSTRUCTION CONFERENCE w/ CITY. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 U MAO AK lee,d,te d.., by aDP -OdINS PTDleat numINS FLOW GATE VALVE 12 MINIMUM FINISHED GRADE `. 36' L— PRIVATE LINE TO FIRE SYSTEM NOTES: FLOW 1. ENTIRE ASSEMBLY SHALL BE PAIMED BLACK. 2 ASSEMBLY SHALL BE PROVIDED W/ MONITORED TAMPER SWITCH. FIRE LINE DDCV ASSEMBLY UTILITY DETAILS TYPICAL METAL PIPE 25" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE, LEFF EEZ POTABLE WATER MAIN POTABLE WATER MAIN ANLILE IAN PIPE 11T EE CAB -1- IN-IMINT NLE1 -NECTINN NF 11111L 1111 uaunoEE IN-F F- 11 servo DROP CONNECTION PENET"T ON .1Ep To re.LL sE "oreE 1L1 " aa F L' T,00 IN E HE TYPICAL CONNECTION 6' - 16 PIPE - 6" TAPE rvnn PLA a BOTH rvnn a S OF 7 0P HALF OF P nea G. TL 20 AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. f , EEPEEEE N111 111- NOTE: Standard Non - Detectable Warning Tape Water Line Tape is 3" Wde and Blue With Black Lettering Sewer Line Tape 'is 3' Wide and GFeen With Black Lettering Force Main Tape is 3" Wde and Brown With Black Lettering PIPE IDENTIFICATION AND WARNING TAPE LIT LI�E h� ��cure PLAN �H u. f ur+ I IN PlwnOx Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.0, MAO OAK e o dD., by aMprmal by prL7 NIE UTILITY DETAILS C 8 v �I O I HE- Y- LQAD EATON T *—E HEILAI.P -N nnreM �nu�nre�E 16re< ".. oR Fore Ma ", �zT T /. �1 Ea, "A T "(TA of a �dE," ( AL L DE -AI 1-1 11ru ",N" C 1 s o nre,E re y WrE q � � MANHOLE FRAME & GOVER ws. Ra�aI 6-9-00 —PE —PE o IN s swere AECiIN HOP LINES AND PO?�AiE� " WEI uAEn E �gWrEq MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE RECLAIMED AND SEWER LINES LIT LI�E h� ��cure PLAN �H u. f ur+ I IN PlwnOx Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.0, MAO OAK e o dD., by aMprmal by prL7 NIE UTILITY DETAILS C 8 v �I O RILEY & Company, Inc. (H -20 GP) ALUMINU COV ER FIBERGLASS VALVE BOX (LOCKABLE) w /BATTERYBACX —UP FORA UDIO AND VISUAL ALA"S © wIILGCKAA ACCESS HA ERGENCV PUMP-OUT SCOPE: Supply o h", be let, lefg i Pre -Fab UR 9t ,pertlesign. Pumps sM1all be capable ofgrindinH and pumpinH domestic 8 commercialsewage. Complete system shall be supplied by: RILEY& Company, Inc. SanTOrd, FL 32773 (Ph. 407 -265 -9963) PUMPS AND ELECTRICAL CONTROL PANEL MUST BE WARRANTED FOR A MINIMUM OF3 YEARS. FIBERGLASS WETWELL MUST BE WARRANTED FOR A MINIMUM OF 20 YEARS. Loatl Raretl Fib¢rglass W¢Na¢II Must ee Manufacturxtl By L.F. n r. uririg, Giddiriµ --, Teraa - - , WM1ith lncludesAWr ;tteri 20 Vr. Wananry Certtfication of rM1e wetwell H 201oad rating must be supplied wAM1 submgt H -10 certif a( s(besrgned andseal <d by an y y red in( sN pr FNNda the load rated wet 1 b M1as een install•,, ASTM Certiricafion A _.- All - -1 Serul Tro—R Number nms[ be klb. PUMPS: (JVEARWARRANTY) Submersible sM1all be How --RP. Tlr¢ pumps shall be inst 10 GP FRP wertvell utilizinga tlualslitle rail system. he grintler unit shall be capable of macerating materials normally rountl in domestic and crommemial sewage _fine slurry wM1ich will Vass th—h rM1e and the Sch.80 PVC discharge ';Piny. Sm o'—d sIII b¢open rype with Class Finsulation antl shall be h - ' 'ttetl into Me selor M1OUSiny. The use o (pins, bolts, or ofM1er fastening devices is riot aeceytable. all be affaebed fo fM1e tvV end of fhe mIf" ding antl— 11 be series wgM1the_ Il,'C contacrorcoi/in rM1e control panel to stop motor if winding temperature erceeds 1d0 C., but winding ter th -ure returns (o normal. w ea a.ru r i rm a s II be Id n us e ee a m for yAnds short ahaR be AMI eSPF SS rM1e—(, k< III, pump impellerand the Hririder;mpNle, upper a low¢r mechanical sea6 sM1all be Silicon Carbide rs Silicon Wrbide. DUPLEX CONTROL PANEL: (3 YEAR WARRANTY) grid --y r<sporuibRAY fhe electrical --1 nelunustL nm andbuiltby rM1e pump supplier. The goofy s must be a FLY (IL 50AA CERTIFIED) —.--q —11ty, with a rrrmmamrrr ors Yea. hisrory b. In< �renpNnyrmg <r<I<crr ;¢pl ¢ <nn<I w,. <la. all be NEMA IX, niininiuni JO° high x JO - wider 10" deep fibergks with pad lockable draw larcM1es. TM1e enclwure shall have ,.,foal mounting feet N allow for wall nivuntinp. TM1e following components thIll be mounted througM1 the enclosure: Red A`_ Beacon (Light) Akan Horn 1 -ea. G,ne raror Rerept w /weatM1 <ryroof cover 1 ea.Ahrn Silence Pushbutton TM1e back Vanel aM1all be hbricated frvm.125, 5052 -HJ2 nraririe alloy aluminum. All componems shall be mounted by ma--d stainless steel The R ing —,q, ienII shall be mourned to back Vanel: 2. ea. Met MO�fo y r ( 5 m le Phase) Phas< M r or (Th ee Phase) 1 -ea. Comrol —0-- (480 von — on ea. Si Ph°eam -y Model RCB85AH 81lfery Bark -Up W Sni1d ChIMI1 la Cennenipns IS T- -j—k FI, M-1 epnae,dPas (s;nyle Phase Gny) 3 -ea. Grounding Luys er door shall be fabricated fro ,- —32 marine alloy flill ruHen wing compon sh sh all b¢mounted lh—gh the rn in Cirwil B,-., er Emergency Gf—h Breaker mergency And Main Brwkers ea. Short Lirr:uit PrtrNCNe 1 -ea. Control Circuit Breaker 2¢a. Sea Intlicaror Lights - and- Orr -AU to Selector 3wi(ches 2 ea. Pump Run Pilot Lights wet On PIIO L." a (NO eNble) 1 -ea. GFI Dopler Convenienn Outlet COMPONENT SPECIFICATION All c uq breakers shall be mr TM1emeclmnical interlock shall mmgency main breakers bein An emergencygenerator recel cordance with DEP sNndarc ahau be atlequarey sired ro m I—pM1ases. —bl, trip iridicativri, test, and reset capabiliry st be provided -h— RE-Mg inner door. Open fume, across the line, ...... fato all be rated per IEC C faodards and ProPerVy shed per (M1e moNr'reyu ;rernents. ontactors shall provide for safe rormh Powerand central nals. ahead di- o Is 1 [M1e r<quir I-I or ,Ippl EEsNSCO2 s 21' erf- d.6.. andSTJ shall etl b e M1e bottom side f rM1e suPPli Y le cM1 sconnect of llr< A v rsM1all be sIF Iledf k Nas service. ge monito VP H p A phase monyort be supplktl for (3) phase service. all be supPlkd l'or each motor. T p o1 E - h R s — Attu, gnat, wch time the rnvror is rolled fo run —R pump 11111 have an Elapse Ti— Meter to 16 rM1e m all be 2 d - u ttabkUS i pAI encap uatetlunit. ..lied pelo[IiyM1t shall be supplkd Nr control power. i <' light sM1all illuminate wM1en rM1e .,.trot Vawer is available i olds t panel. a I — -cube plug in rype. R- y ontacts shall be . 1oamp m ; -111 1It, °a c Twenty (10) - -11 sM1all be suyVlled fur field cvnriectioris. Ground lugs shall be supplied and app,pprtat<ly sized for I— supplier antl be a TOY (UL50AA CIIA -) facility FASTENERS AAPPURTANLES: All fast —, SRlny cables, Roa1 cable Lmcket, M1inges, and appurt h-h— shall be made of AISI 0 ss. A JOdSG slide/Ia1cM1 assemby shall be prvv;ded Ior M1oldinH Hie doors aP- vn the wetwell acid valve Lox. all be made of SCH.do AISI GWSS pipe. pt� p I,p cables shallbe or AISI J00 SG. Pump liking bales shall fe made of AISI30d 55. H -20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must b, H 20 Wd rated with inNyml lifting Hbwgla in bottom Ifwetwell and valve bor. Lertif H..I.dd m( u l l w1111:lied abefirn< fo of subrmfta Eny�neer_ all be manufacNrxtl of fiberglass reinforced polyester' (FRP) of d<pIM1 and dmmeter aa.show dehiL Th 1H It, adepuafe fv fhe depth v 1h, O L.A. RATING. B.S. HINGES r FIBERGLASS WETWELL wI BALL VALVE `/ 0 LOAD RATED 20 VR. WARRAN 25" SS I.- PSI) PRESSURE GAUGE w1TY wI SHUT -OFF VALVE O PVC DISCHARGE LINE 2" DRAIN LINE VENT ISOLATION PLUG VALVE EXECUTION: Installation shall b, 1,, strict accordance w1M1 the nufacturer's recomm¢ntlations;n the locations RI —COMPANY s M1Own on fM1e dewing. 3" ACTIVATED CHARCOAL FILTER VENT INSPECTION &TESTING: A facto r r I -I1 ") FI E LD shall be rxvide fora one 1 ti and shall p () m nup INSTALLED KNOCKOUTS l wkdge qr f PI-1 oP<ebpn FOR ELECTRICAL / l amid m;u'lenareke of cornPlefesyslem Megyer the motors. TM1e pump CONDUITS motors sM1a be megged o prvr tart - N the sup tM1at N enswx rM1e IhI p r /cable is j-1. INTEGRAL LIFTING LUGS Thepump If ontrols acid pumps shall be cM1ecked for mechanical reliability and proper operation. LIFT STATION WILL BE PRIVATELY OWNED AND MAINTAINED. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 35 GPM TOP OFWETWELL 49.65 PRIMARYTDH 52'TDH NLFT INYFRT 33.75 P — CTURER HOMA HIGH LEVEL ALARM HLA 33.75 PUMP MODEL GRP1611 2nd PUMP ON (LAG) 32.75 R.P.M. 3450 1st PUMP ON LEAD 31.75 nogsEPOwER 2.9 PUMPS OFF (OFF) 39.75 LECTRICAUVOLTS /PHASE 23OV/1 BOTTOM OFWETWELL 19.75 PUMPOISCHARGE —E 2" IVETHFELL DIAMETER 46" * ELECTRICIAN NOTES: 36 °x24 °ILU KABLE) 32 °x3o °ILOCKABLE) FRP VALVE COVER ALUMINUM HATCH AL UM HATCH 1fi "x16 "x16 "DEEP FIBERGLASS VALVE BOX A No. S] STONE 1 "x30 "red " DEEP ) E MERGENCY w'FILTER FABWC UR—UT WITHIN ENCLOSURE 1 / I NU M r BRONZE BALL 1 VALVE FIN GRADE LCASTJRON FLANGED PLUG VALVE - 2 "SCH.80 PVC L CASTARON FLANGED CHECK VALVE SLIDE RALS V SCHAI A8131488 PIPE CONCRETE BASE SLAB AS PER J WETWELL BOTTOM SPECIFICATIONS wl il4 REBAR 18" O.L. BOLT & SUPPORT DETAIL •x6 "INTEGRALFRP e BOTTOM SUPPORTS Choices in Learning pmaerzrz.ne — ErE°ra a.aa¢arerzrzF¢naaraoM --HI IIOMSOPOPiS "" . "`a.N ° Elementary Charter School acE;o aemeo Winter Springs, Florida ,NanNrWe. PERMIT SET 2010.0& rz�..rze.asar, rent. rowar,,..e.aax wnoep.,i - - MAO SE 1 e d,th 0 droll. by apprmal by pgnt NOTE: as ue - - �- pao are ` vewn,.�POweavo a sES ° s -rz- ci cor+uEry s ELECTRICAL RISER FOR ^ A 0 ILLUSTRATION PURPOSES ONLY LIFT ( ` ( I J / STATION e l FL N GRAPH]C SCALE ( — - - - -- _ SS -1 SLEEVE Y ---- -- - - - - -- �w �e� a°s� ® EX. TREES TO 5L� REMAIN, rrR. SELF INCA 'ate SUCTION ON SCREEN LEVEL FLOAT SWITGFIES �4 REFER TO THE HOOVER \� 'J PUMPING STSTEM6 WRITTEN EPECIFICATIONS ��11111 V r- ro 1@ _= = �I -0 wrs.s c.ILE Ireoµ PoIV.E° c <TS �R ourvs ^ � crtr EETN nnw RE-U5E METER BACK FLOW DETAIL DETAIL Om�ERn<H o;�E�EE�o` ° "A� `� o.r -°T oao o� PLC 0 ^ <N o TAT R 0' oK pP °�� o ° SIT °° � ITY- o ��slpy O" AT- R ° -EN ° o == . Ex ^P O�aHO E - T o" F .T.LL 7 = ,ktZLE , �s ESQ PE ® v LiuE m° ¢sTUrws To �ncs swrxs� ui�u za` 11 siwx. <L SiA �e ti0 'TIN" INN- 111ETE 117 Ap 0 �m . isz row No To xazE _ zm n +rlirers�auTwwTlc _ srzeei r�LCO <r Firvisu CHOICES S IN LEARNING ELEMENTARY m �� L �� C+- IARTER SCHOOL " '_ E CENTRIPUC�AL PUMP SYSTEM DETAIL R Choices In Learning °aFILTER L. °LEA ° DENTIFIER Elementary Charter School IN T. Winter Springs, Florida On Oa OT OAtiI�E. O �HISn a, BOAT PERMIT SET o s. ELI o.. °,n o o3'ms.ELL iw;��RI�� os. o�� 2010.043 G T- _ T r.a ER CONTROL VALVE 12" POP -UP SHRUB SLEEVE 6' MP ROTATOR TRENCN 4" POP -UP ROTOR GATE VALVE DETAIL SPRAT DETAIL /n\ DETAIL DETAIL DETAIL DETAIL DETAIL �4ST V _ST4LL4,T10 V ED NOT TO SCALE 1 - - JM RP 0`-�� rreTn sery ue s tlete zo 10 tlrewn by ePp,,,b6 by p,,,bH n,Nbb, O IRRIGATION I �� ao „RSasza PLAN aos x m� mvucces uixwuu ewwwo mops wo L a c�ec Oamexu ECO LLO J1..H C 0 BELIAMO � HsaBenT k � o ca�`tie b „o Lo»a 1� ______ �NiRPL r111N0 �_ - - - - - - - -- _ " "" oPPq� v° 111 sl a° 5L > > -I III I I 1 1 \ �I� IIIIII / z IIIIII 1 ICI I I UI3 \ bEE LEGEND) 5 rh I srA �RO 4D I 4� I I I I I f ��•_': 811 r3i r' sLr' sL ry z eL e" sL 3" MAINLINE5 a 151L LN OUTSID LIMIT5 FOR CL, - �D 5L v, s \\ \\ \\ SHOWN FO ONL CLARITY WITHIN 3" MAINLINE5 a 151L LN OUTSID LIMIT5 FOR CL, - 3" MAINLINE s \\ \\ \\ \ \\ \ \\ \ \\ .. r o f HTT BUILDING AR •°a O�zawc � o vv vv z�r y>z rz' E 2 1 \\ \\ \ \ AA 0 I I 1 C vxc 1 GPM TREE Ore NI BUB 5(TI F. \\ zR a aaaM 1 z1R —y oaawc °a\ % \ \ �� \ 2b O ° sou: NI O�vwr oixE a oeauu \ o L 1 ,• \ zk °n pace � 1, /�' / ece awE v� \Y A. \I •TS O Oae� ,P0 00 \ \\ \ \\ \ \\ �° T —2 1 •°a O�zawc \ \ \\ 11" 5L I I 1 C vxc 1 GPM TREE Ore NI BUB 5(TI F. \\ /�' / ece awE przaw[ \ A L° e O mw[ uirvaai ZN r O °�zawE .a L saws IINI N1 pr we �ean,u T1 TR -3 \\ O zo 2� 71 ` s �roa, oOsrw a° REE €C1� SA_A , z Choices in Learning ° 6 ' eT arv, rr r au: ° Lb IRRGA ION INSTALLER 15 TO AVOID DISTURBING THE CRITICAL ROOT ZONES Elementary Charter School J 2'h Oa ziau, -R MATCHLINE2»ov= E EXISTING TRiEAIN . �o' REM " ° T � " — NE — R ®_' - =' - =a° --- - - — - -- a wuF N`N Winter Springs, Florida - PERMIT SET 2010.043 M ue tlate tlrawn by ap pr -6 by protect — br sT<«e sTUe uv —\ GRAPHIC SCALE 21 2117 of cUrm �ua .. W .. W .. 11 - W —w lll X 111 i aP - - N w eLeevE sne uP allICK COUPLER NT c i€r�nvA��cKCw�r�T, TYPICAL DETAIL ROUGH IN 5LEEVING DETAIL n 6 n ' IV. eLecmcx .T DNGHING ET ?IL IRRIGATION I PLAN R -2 , abeet —ber k1ER�BER�T 0 a 0 Oean�?%,o eow: O6 � ry •.eau: o `\ Osou Sr 3 0 �z,o.k - -xR �s 2 NG L LERI r TOA �z. Oioawn P ALLER IS TO AVOID \\ CRITICAL ROOT ZONES V': TRiEbudO REMAIN. \ \\ \\ MATCHLINE IR -3 •.. ......... \� �oarvE �\T� T � O ere O�cou, EX TREES TO o�eour •.eou: o-No-iaou<s gr'Irv� ,ea Z \\ REMAIN, TYP. \ \\ ( _ p' 2" RECLAIMED WAaE�_METER '0 \V V d�,csea Cviry -.awp,sa \ \\ a8Z' or „`3 ° w C z eoLo °V�L� o „P�rv� osP�rv� v �P�rvE 3 RH¢ 'IED SHE -MAlPf TO THE •,n -�oows 8P1NC aPirv� �4LDi-':/EI2 PUMP STATION, •.zow: O�i�� rvE , o�rzawc �•zeou: KK �� , � nn �a io �Op �r'iry �I 00— O,oairvc eairvE 0111 ,eauu ,3Pirvc� iNC� .. o p o. =�rv= i REA5 TO 5E R IRIGATED =3.9T 0 11-1 AC oos.�rvE A �¢ `\ ��airy o�miry oPw oio 11-1 rv� eaw� iaPirvE,y "V 21 11 9 GENERAL NOTES UT 1—NI 1111111- N511 1-1 TV -- 111L I — 11111-1 T11 Ill IINIL RRIGATION 5Y5TE l FERFOF” ANCE NOTES IT N GRAPHIC SCALE t �x ceea � Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 M 'P issue dl�e dr— by 1 ed by -ieH number IRRIGATION PLAN �� ebeet —hr HE�E� Q I I IN 5 TREES 6 PALMS TREE REMOVAL KEY TY OT IGA NA E CO O A 51Z A G RE DBH QUANTITY REMOVED CREDITS REPLACEMENT REQUIRED l0 4 III, 'C—f 9487 oak Leer Loll pp y Cal Leaf Hon y 5' -8' x 4' -s' A.S. r' cal, 3m Ga6 Foll to u� ground, Pynmldal shape_ OV 25 s virg iniene Live oak Im' - 12' x 5' - 6' A5. Cal, 0 MI, a Canopy 4 - 7 266 266 sP 9 Sabel palmetto sabal Palm 12 - la' c.T. A.S. Sizes on Plan 8 " - II' 129 2 258 TD 9 Texodium di stichum Bald cypress 6 '- 8 ' Ht x a' -5' AS 2' Cal, 15 Gel., Full canopy 12" - IS' 108 3 324 UP Im ulmus parvlfolia All— ' Alley Elm Im'- 129H 6 -8' AS 2' Gal, 30 Gal, Full Canopy 16' - 23" Imo 4 41 6 24 . 25 TO BE PRESERVED UA 21 ul— elate th Elm - 12 "1, x 6' -a' Ae 2• cal, 30 Gal, Fun canopy TOTAL 635 1,264 SHR1B5 a GROUND COVERS KEY OTY BOTANICAL NAME COMMON NAME 51 ZE SPACING REMARKS TREE PRESERVATION LDE 229 Lantana dep—a F'nelend Lantana 12' -15" 5prd. 30 " O.C. I Gallon, Full to Besa DB Q- LaNTITI' REMOVED CREDITS REPLACEMENT REQUIRED MOA 1 Muhlenberg le ceplllena Muhiy Gress 15 - 18^ Height 4a" o.c. 3 Gallon Full IOU 29 Paspalum quadrifar(um Evergreen Paspalum IS " -24" O,A. 4' OC. 3 Gallon, FUII 4-0 62 1 62 VO5 viburnum obovatum 'Mrs. Shiner's Delight' Dwarf viburnum 12 " -IS' x 12 " -IS' 24' oe 3 Gallon, Full 9' II" 37 2 74 V15 276 viburnum suspensum viburnum 24 " -3m' x la 24 36' CC. 3 Gallon, FuII 12' - 73 3 219 vIB1 m5 Vlburnum suspeneum VSUrnum 3m' -36' x la -24" 42 = 7 Gallon, Full ZFU 157 Z-ia pumila Coontie 12 " -IS' z 12 " -IS' 30 ' O.C. 3 Gallon, Full to Base 16 -23 36 4 144 TOTAL 203 499 LITTORAL PLANTS LEGEND EXISTING TREE s,h TO REMAIN • N NOTES: M I. Use an 15A Certified Clty App-,d Contractor for KET QTY BOTANICAL NAME COMMON NAME SIZE bPACING REMARKS CAF 50 Canna fleccide Yellow canna Lily Im " -12' Ht, 3m" O.C. 3 Gallon, Min. S Runners FCC a7 Pontaderle cordata Pickerel Iuaed Im ^ -12' Ht. 30 " 11 3 Gallon, Full 50. AND MULCH SOD 157,856 SF Argentina Baiha Contractor to verify amount MULCH Pina Bark Nugget 13 ' I'1In. Deep 2. Tree Barriers around trees to be saved, must be In GRAPHIC place prior to any demoliuo or tree remora ls. (Wren) LANDSCAPE NOTES: I It the went of variation between the st qua shown on the plant li tiles end the plans, the plans shall control. Sod quantity lake -offs are the responsibility of the landscape contractor. 2. No plant material substitutlons shall be permitted or will be accepted wi—I I- written consent of the Landscape Architect. 3. Fertilizer shall be applled to all planting areas at the rate of 1 I/2 Ibs of actual nitrogen 1 112 Ibs. of actual phosphorus, and 1 lit Ibs. of I—,I potash per 1000 square feet of planting a — 4. All plantings —Iii — badcfilled with a mi 1— of 2/3 of the best of the on -site Boll and pt moss_ 5. Tha landscape contractor is esponsible for the immediate repair, at his /her o —r any o uilities damaged by these -site t landscape construction operations. _ s the responsibility of the landscape o pre nt plants 6 from (ailing or being blown over. The 5 d any be any pia la " "ease— by a 'ail actor shall pr"r ly n s pa I and /or replace nta damaged ure hto properly stake — guy any tr - hls /hero expen _ The endscape ontractor shall not nreapo at n O f ri or trees blown o ver or amaged by winds in ezcass of m miles per hour. 1. Unless otherwise stated on Chase plans, the landscape ontractor shall only be responsible for eine grading oe the planting and eodding Fine grading Is described es the final Im for of grade to be achieved. 8 The i Me - pe contractor shell e e that this work foes not ante runt exlzting or projected drainage petterna. 9. All sod must be placed with staggered Joints tightly butted, with no gaps or overlapping pieces. All sod shall be rolled. I0 All planting beds shell be top dressed with 3" of pine bark nugget mul 11 The landscape c shall re a his /her excess waste material from the project site on dally basis. 12 -ht— shall be the responsibility of the landscape contractor until such time as final acceptance of tY>r project has been granted by III Landscape Architect. Maintenance shall inciuda watering, mulching, . —I's pruning, replacement or deed end dying plants c ring sod and any o r operation necessary for the proper care of these plantz. 13 All tr shrubs, ground c end sod shall be gue eed for o year from date of substantial completion of this p roject Replacement of material shall ba guaranteed for an additional one year. 14.The landscape ontractor shall not be responsible to ho wa nor any a",b For me loss of any trees, ahrubs ro , gund c sod used by floo ling, fire, freezing temperatures winds over 5m miles per — lightning o any other natural disaster. The landscape ontractor is also not responsible for any damage caused by vandalism or negligence on the part of the owner_ 15.All plant material shall be Florida Number I or better in quality I descrllh— in Florida Grades end Standards for Nursery Plants, Florida Department of Agriculture. lb The Landscape Architect shell have the right e any t' s during these operators to reject any and an plant materiel and worWnanahip whim In his /her opinion does not meat the requirements of these specincations. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 �H RP issue la tl nby ep bd by proibot number LANDSCAPE �� PLAN �� b h Choices in Learning ... . . ..... Elementary Charter School — — — — — — — — — — Winter Springs, Florida PERMIT SET 2010.0, Y RP r, "o _, v or,jeot LFC,FNt:' TO REMAIN LANDSCAPE PLAN LA-21 i N GRAPHIC KALE HEMERT bh w w w " eAEAL PALM y Orre ase� 0,2PWE aow zoaaM •rznow: \ V V \ \L �ORCEMA \\ \ � - eT ,nca MdTCNLINE L4-1_s ,r \'\ \\ \!— eow r .' OO ' SOD ow MATCNLINE LA -3 • en— iaieov -s �nrzow O,oaws o,aPws esuu oa0 t� \\ O � ! Ooo, aoaow ez, -zoo GRAPHIC $GALE EX _ Oew, o�aou: _REMA NETTPO o�eou: •naonv- o-�aoua o Boa x \S 01- 0 meow Oe awM O�PiNE °\ rzo 0,O O O'O,saws Z o a i Wrn7 IN 1�1 se%e 0 Choices in Learning 0 .0 c OnairvE 000 ® ,aa E p,zairvE zaiOEizPirvE O \ zzPUU ` \�srow zzsu aom ,o-eonrs o•oao �ewry Oeairve airve Oealrvcw \\ �� S 1z ow .,r -.00ws � •TOa,w �scry au: .42111 oa °IrvE 0,�,�rvz 0 �.n, , T<o,w , 3� G aon o O�aaio ` C� Orvsca O,aarve O,oPirvc ePirv[E eai eairv[ ,evuc a c wE �3airvE .. \ o0sv �E oaw oimirv[ r c,o E �Q ` \airvOevry \ eawe 1211 a " eAEAL PALM D ' .�u. L°car�ow > r IN-- E,INI-1 --II— s To .VffrI� Aee�� ° rl� ALL I— PITe �oR /11 LARGE TREE DETAIL ENTEwNe FIORE - 5,1 — OR SLOPE STABILIZATION a 1Q U 0-- 5T0CK ANT ALL 411 IN Ex SOIL n e n ♦ T— TO IY DEPTH. eolL eEia, ro NoL° warE e —5 -- SHALL BE Wi IN e11-1 came. see cpminc PVN ° NO R RIML B WATER LEVEL n - roR�� °��ReE° I II II II II II II II IIll� use °'v - - II FIIFIIFIIFIIF N F02 ALL anal xpa irr� eLNYr MIE11 -E E1 as sect o_ GRApI— CANTING SHRUB AND GROUNDCOVER DETAIL / \ AQUATIC PLANT PETAL 3 N.TS. . x..e mwo m A-3 N.T.S. i EXISTING TREE BARRICADE PERMIT SET 201 0 Ics s p drew eaRrP ue aate � n ev ea ev xa � LANDSCAPE LA- PLAN T anrvrvI PLAV N BH]CW HERBERT �1 MULTI TRUNK TREE DETAIL N.rs. �� i � LE6END EXISTING TREE m TO REMAIN r-RIOR ro wsrnCLOrou TUV 1rrd.l s P 0 N woo°enK_ Tw e -z.s.a sr GRAPHIC $GALE 0 °E E0 a i Wrn7 IN 1�1 se%e Choices in Learning Elementary Charter School Winter Springs, Florida D ' .�u. L°car�ow > r IN-- E,INI-1 --II— s To .VffrI� Aee�� ° rl� ALL I— PITe �oR /11 LARGE TREE DETAIL ENTEwNe FIORE - 5,1 — OR SLOPE STABILIZATION a 1Q U 0-- 5T0CK ANT ALL 411 IN Ex SOIL n e n ♦ T— TO IY DEPTH. eolL eEia, ro NoL° warE e —5 -- SHALL BE Wi IN e11-1 came. see cpminc PVN ° NO R RIML B WATER LEVEL n - roR�� °��ReE° I II II II II II II II IIll� use °'v - - II FIIFIIFIIFIIF N F02 ALL anal xpa irr� eLNYr MIE11 -E E1 as sect o_ GRApI— CANTING SHRUB AND GROUNDCOVER DETAIL / \ AQUATIC PLANT PETAL 3 N.TS. . x..e mwo m A-3 N.T.S. i EXISTING TREE BARRICADE PERMIT SET 201 0 Ics s p drew eaRrP ue aate � n ev ea ev xa � LANDSCAPE LA- PLAN T anrvrvI PLAV N BH]CW HERBERT �1 MULTI TRUNK TREE DETAIL N.rs. GRAPHIC SCALE _ . . . . . .. . . . rM .......... ... .. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJ&KI JP Issue dale b� approved by protect number SITE PLAN - PHOTOMETRICS SL-1 10027 i I WmIct ECOLUME ECA/ECW lair -Z T== POLE SELECTION FOR FIXTURES SLkSLA2,5LB, AND SLIF W ECOLUME ECA/ECWw== W " POLE SELECTION FOR FIXTURES SLkSLA2,'SLB, AND SLF 1002 ZL Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJ&KI JP Issue dale drmn b'/ _—dbry SITE LIGHTING CUT SHEETS C -2 cae'(oeeu c•1 174 POLE SELECTION FOR FIXTURES SLkSLA2,5LB, AND SLIF W ECOLUME ECA/ECWw== W " POLE SELECTION FOR FIXTURES SLkSLA2,'SLB, AND SLF 1002 ZL Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJ&KI JP Issue dale drmn b'/ _—dbry SITE LIGHTING CUT SHEETS C -2 A l ®100 Line 101 Performance Sconce H IME3013133C3 I I IMill1l pp p EI011111113E]EME100 mom am= M O M O M O op p opppppp = pp M= =in amppppp ----------------------------------------------- ECOLUME ECA/ECWm=- P= Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJAKI JP ECOLUME ECA/ECWw= pm eat nwnber A l ®100 Line 101 Performance Sconce H IME3013133C3 I I IMill1l pp p EI011111113E]EME100 mom am= M O M O M O op p opppppp = pp M= =in amppppp ----------------------------------------------- ECOLUME ECA/ECWm=- P= Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJAKI JP I,— date d"" by approved by pm eat nwnber SITE LIGHTING CUTSHEETS C -3 ,lie -,b,r oe 1OD27 7 =11 I" IELE---L T- 110 Line I I I Mini Sconce PHILIPS GARDCO .: =-- M..E7 TOPOGRAPHICAL SURVEY SR N o . 434 (S NO. FORMERLY (50 R/Vq) S T' �, 5,,,o I .�aa .moo a S 7 '1 7)� Al LEGAL UL-1-1-14 A POEL ` E' LET5 LE 1 11— 11 LAI� 8 JE S D A1 ` EE ' lWl ' l ` E I- IPILAD, ELAY lll TIE EaoK i. —0— .1 1E.-LE rl—, 1LO-1 SURVEY NOTES: Tl —T . ......... .... .... .. . .. ........ L - - - -- Z% � v GRAPHIC SCALE 0 30 60 120 180 SCALE 1" – 60' SPECIFIC PURPOSE SURVEY: UTILITY LOCATIONS Z% D GRAPHIC SCALE 41 9) te I Np 434 (S.R. .�: -_ o 30 60 )2o a FORMERLY 5(5 N0, 0' RAW) • — T _ SCALE: t" = 60' — aw •x _ — — — _ - ----------- ..,E « Y� A KrvDa a9 _- - M A A oa — — — A A T, .A� DED� D D, AD .1� D (R R0.1 * 'PI 4 LEGAL DESCRIPTION I I II c A M LEI 11ANT IN Iry ELA, DDDA , PDeuc Pace s E I I \ 1ECa1o1 OF sEMINFLE FLOADA I « I A I TR Y I p I \ I I SURVEY NOTES P : I � gQ-� TA „a ,'F. —E L - - -- rvc�E R/w = .1 _ _ () _ _ s (Iry rvc) - suRVEVa SPECIFIC PURPOSE SURVEY: UTILITY LOCATIONS "Ara�w are F�E vcc — vourvo ER N.GVO. — — — T Ec E) — - - - T - A DISTArvcE _ _ _ s L III LENGTH BLKHWK vre.u.- eareervce Es ) (rvre) Rn s f N ols PRC - asE cURUE ,. �E.,_ uAw E, wcas. aAETEa sD -�T, r.AC, PuRSUnNT Ta sECTlory 112 111, aoamA sATUT l AN c. Y. - rvT cDNTIOL - - ss (oR Pws oR wlrvusl o.D.T. = T T DE _ .TM _ -- - - - TEs ory A ee INGE ATC -�DAIE lory T "ire a,. „o , PLATE PTDc SPECIFIC PURPOSE SURVEY: TREE LOCATION Z% s GRAPHIC SCALE NO, 419) 0 30 60 120 160 NO. 434 :,s•::ay...,., FORMERLY 5 ( 50' R /w) — — — — — — — , ~ •,,• — — — — — — — — SCALE: 1" = 60' — T4La „EO _ b,:• "� b ° ® . ° `�= ":::.• °o ®� d ° ...I.a ate" a:P" ,.° app, ®® vµ •� ,� ;G ` 'A”: ...r", "attA ®g "w o o„s °ems; : s °rs'�$° ,w N,E " \ °_n 4 P ®e Via, a�r.g ° s' ° sa.�,� " ° ., " ", °,,, s a: "" $""° mo oi9N°TO u ,� b -- �., r o;m o °" � eY • re a. °' °; ' a,.g �„ n °o \ \ �a �. "Bq,,, ° "° °o •o �':., . & "a9d',t9 ..°° P°a ,m.,° -43,6, I'll , y I .u2'�B.w `°1➢ ".�"`^ • � • o,.m ,,.. oR ° °,.. ° `amp °, m.S� " "ID °, ° " °, °.m., \ ' L NI o o, eo �I ` ` I - w i .,, ° �.o, .,,», •4 '� 6a ° ® °.�., .,. °m� \ 2 ROl Vg w Bra, Eaoa ,. BacE s. EEEL�c ` —0— Or 1E.-LE � ELaRioa. I �.c o \ . "r eB�K S ^ , P„` [ m°. "r �uL °X 4 ` ^�•/ II II N PV e " . s I Lo 0, I j PI TREE LEGEND SURVEYOR'S NOTES I - ° soevEB El —A. E. wcas. oaEEO —L s, zo,o. Eoe BEe�wEEEe 11 GNEE �• °. °m °° ° "a ° °m� v A o ary F �,� EaEE WERE ,. °5,a�mo ��rrzo� - �i�� B' IH v v A Ia� °, °, �r, , ,9aa r�BE�, ar,a��BE� �a,aroo v A —I LINE Ol �, °„ 9 °��,, �a „„,ORE INo a NNA 111EO lEAL of <ELOR�oa v \ LAOIEL ro „ °, °„m INE S \ o-GE BwE r °re p m I E .MreK. ,moo Doff Ho, A R.( °imn °, ,° o- °,i A E rmN��tt.�.v °r I - \ ELM < ° " °s om A °� °, °� <. R o m ° „n, „� a „�� ONE�E�l B°RBOEE 101— �E E0R THE E-1111 ISE aE . of ,REEF ” o� E.ER �o v 0 4, AND BBEEN IINIL, `N �OINlr �N ONDE, LLI A 1-1— L� -11 LaMBN,. — n.O.o„ E P11 -1 EO m. —. I —EN. L — — - -- w ORNAMENTAL FINIAL ELEMENTARY CHARTER SCHOOL METAL LOGO AND SIGNAGE CURVED PARAPET CAST REVEAL HEADER, C -2 ALUMINUM STOREFRONT WINDOW WITH A SINGLE LAVER OF TINTED GLAZING, M -3 FRAME I C -4 C -3 METAL NUMBER LL�J�J TI ADDRESS C -3, CAST REVEALS --/ BASE TRIM J C -Z, CAST REVEALS 58 9' C -1 TEXTURED CONCRETE C -2 TILT _WALL, TYP. METAL C -3 M-3 NUMBER 14' -5' I DDRESS 19 2' TEXTURED CONCRETE M -2 TILT -WALL, TYP. SEE ENLARGED ELEVATION ON A6.2 C -1 � C-Z METAL DOME ■ WINTER SPRINGS, FLORIDA PRE- FABRICATED CUPOLA 'AL SE LOUVERS STANDING SEAM METAL ROOF WITH CURVED FASCIA CORNICE - TEXTURED EPS SHAPE M -3 C -1 C3 [] BRACKET - TEXTURED EPS SHAPE, C -1 I ❑ M -4, ALUMINUM CANOPY C2 —/ M -3, LIGHT FIXTURE —7 C4 METAL DOWNSPOUT, MATCH C -4 NORTH ELEVATION (PRIMARY HIERARCHY CENTRAL WINDS PARK) � ORNAMENTAL FINIAL METAL DOME PRE - FABRICATED CUPOLA FAL SE LOUVERS STANDING SEAM METAL ROOF WITH CURVED FASCIA, M -1 ' ALUMINUM STOREFRONT WINDOW WITH A SINGLE LAYER OF TINTED BRA KET - TEXTURED EPS SHAPE, C -1 GLAZING, M -3 FRAME CORNICE - EPS SHAPE, C -1 C -4 CURVED METAL C 1 M -3 CAHOP" M -4 C -3 C -4 ® BBB mommmiB I B 1■Mn, Mr, ■ HOC 7 STOREFRONT C-3, CAST :�/ ENTI YA.E REVEALS — 7 7 7ASE TRIM M-3 F SOUTH ELEVATW- C-2, CAST REVEALS METAL LOGO AND r SIGNAGE 1 0 58 9' TEXTURED C.NCRET� UR ED TILT _ WALL, T". CURVED PARAPET C-3 C-2 /�-74 M-4, ALUMINUM CANOPY F 111. I� HICKS AVE. R.O.W OLD 434) C -2 M -4, METAL CANOPY C -2, CAST REVEALS CORNICE - EPS SHAPE ALUMINUM STOREFRONT WINDOW WITH SINGLE LAYER OF TINTE) GLAZING, M -3 FRAME C -4 14' 5' 7 F M -3, LIGHT FIXTURE 11 19m 11 1 M -4, METAL CANOPY METAL COLUMNS, M -4 EX C -1 TEX -COTE COOL WALL SMOOTH TEXTURE "DIVINITY" 25A -2P M -1 VALSPAR ANTIQUE BRONZE 397X 36 4 8' 9' fERIOR WALL COATINGS PAI C -2 C -3 TEX -COTE TEX -COTE COOL WALL COOL WALL FINE TEXTURE FINE TEXTURE "PECAN PIE" "PEARLY GATES" 23A -lA 47A -2P EXTERIOR METALS M -2 M -3 PAC CLAD YKK AP "COPPER PENNY" MEDIUM BRONZE KYNAR 500 ANODIZED PLUS YB1N ETTE C -4 TEX -COTE COOL WALL FINE TEXTURE "TIBER GOLD" 3813-4D M -4 PAC -CLAD "ARCADIA GREEN' KYNAR 500 GLAZING 44 G -1 BRACKET - TEXTURED EPS SHAPE, C - TEXTURED CONCRETE VIRACON GLASS TILT -WALL, TYP. R BRONZE - 4 C -1, CAST DASE TRIM C- 2,[0.57 REVEALS C -2 C REVEALS METAL DOWNSPOUT, MATCH C -4 REVEALS WEST ELEVATION (EASTBOUND S.R. 434 VISTA TERMINATION) EXTERIOR ELEVATIONS � EAST ELEVATION Lv1 N OTE: NOT SHOWN A CLARITY FOR ELEVATION EVATION CLARITY F 6 . 1 U 2010.043 1221.10 C -1, CAST DASE TRIM C- 2,[0.57 REVEALS C -2 C REVEALS METAL DOWNSPOUT, MATCH C -4 REVEALS WEST ELEVATION (EASTBOUND S.R. 434 VISTA TERMINATION) EXTERIOR ELEVATIONS � EAST ELEVATION C -4 BASE TRIM C -2 M -4 STOREFRONT ENT CAST REVEALS ,&, EAST ELEVATION AT WEST WING ORNAMENTAL FINIAL, M -2 METAL DOME, M -2 PRE - FABRICATED CUPOLA, C -1 FALSE LOUVERS ALUMINUM STOREFRONT WINDOW WITH A SINGLE LAYER OF TINTED STANDING SEAM METAL ROOF WITH CURVED FASCIA GLAZING, M -3 FRAME CORNICE - TEXTURED I CORNICE - TEXTURED EPS SHAPE M -3 C -3 C -1 BRACKET - TEXTURED I M -4 i �.� C -4 BASE TRIM CAST REVEALS ,,& LOBBY ENTRY C -4, STUCCO ON CMU STOREFRONT ENTRY ELEMENTARY CHARTER SCHOOL ALUMINUM STOREFRONT WINDOW ■WINTER SPRINGS, FLORIDA WITH A SINGLE LAYER OF TINTED GLAZING - CORNICE - TEXTURED EPS SHAPE EXTERIOR WALL COATINGS PALETTE GLAZING EXTERIOR METALS C -1 C -2 C -3 C -4 G -1 M -1 M-4 VALSPAR COOL TEX- LL COOL WALE FI WALE COOL WALE VIRBRONZE-4 ASS "ANTIQUE BRONZE" "DIVINITY" "PECAN PIE" "PEARLY GATES" "TIBER GOLD" M -4 25A -2P 23A -1 A 47A-2P 38B -4D BASE C -2 CAST REVEALS ,&, WEST ELEVATION AT EAST C -4 C -3 CAST REVEALS - ........ ,� MULTI PURPOSE ROOM ENTRY METAL FLAGPOLE BURKE HOGUE MILLS, INC. I I 3D BUSINESS CENTER DR. LAKE MARY.FL32746 w bhm.us. AACDDD233 INUM ., .....JSPOUT, MA EXTERIOR ELEVATIONS C -1 _ FIFS CAP M-2 PAC -CLAD "COPPER PENNY" KYNAR 500 AL SIGNAGE ERS, BLACK M - 3 NOTE: LANDSCAPING NOT SHOWN A 6.2 FOR ELEVATION CLARITY YKK AP MEDIUM BRONZE ANODIZED PLUS YB1N M-4 PAC -CLAD "ARCADIA GREEN" KYNAR 500 D 8 16 32 6 2010.043 12.21.10 L. IN LH FAU CU CLC V H I IU IN D 2 4 8 1HILLLK AN UUIVIF'SILK LNV _LUSUKL LLLVAIIUIV D 2 4 8 ORNAMENTAL FINIAL METAL DOME PRE - FABRICATED CUPOLA FALSE LOUVERS M -2 STANDING SEAM METAL ROOF WITH CURVED FASCIA 58' -9" wo ALUMINUM STOREFRONT WINDOW , WITH A SINGLE LAYER OF TINTED C -1 GLAZING, M -3 FRAME C -1 C-1 C -3 C -2 M-3 M-3 C -1 ACKET- TEXTURED EPS SHAPE C-1 C -4 BASE TRIM C -2 M -4 STOREFRONT ENT CAST REVEALS ,&, EAST ELEVATION AT WEST WING ORNAMENTAL FINIAL, M -2 METAL DOME, M -2 PRE - FABRICATED CUPOLA, C -1 FALSE LOUVERS ALUMINUM STOREFRONT WINDOW WITH A SINGLE LAYER OF TINTED STANDING SEAM METAL ROOF WITH CURVED FASCIA GLAZING, M -3 FRAME CORNICE - TEXTURED I CORNICE - TEXTURED EPS SHAPE M -3 C -3 C -1 BRACKET - TEXTURED I M -4 i �.� C -4 BASE TRIM CAST REVEALS ,,& LOBBY ENTRY C -4, STUCCO ON CMU STOREFRONT ENTRY ELEMENTARY CHARTER SCHOOL ALUMINUM STOREFRONT WINDOW ■WINTER SPRINGS, FLORIDA WITH A SINGLE LAYER OF TINTED GLAZING - CORNICE - TEXTURED EPS SHAPE EXTERIOR WALL COATINGS PALETTE GLAZING EXTERIOR METALS C -1 C -2 C -3 C -4 G -1 M -1 M-4 VALSPAR COOL TEX- LL COOL WALE FI WALE COOL WALE VIRBRONZE-4 ASS "ANTIQUE BRONZE" "DIVINITY" "PECAN PIE" "PEARLY GATES" "TIBER GOLD" M -4 25A -2P 23A -1 A 47A-2P 38B -4D BASE C -2 CAST REVEALS ,&, WEST ELEVATION AT EAST C -4 C -3 CAST REVEALS - ........ ,� MULTI PURPOSE ROOM ENTRY METAL FLAGPOLE BURKE HOGUE MILLS, INC. I I 3D BUSINESS CENTER DR. LAKE MARY.FL32746 w bhm.us. AACDDD233 INUM ., .....JSPOUT, MA EXTERIOR ELEVATIONS C -1 _ FIFS CAP M-2 PAC -CLAD "COPPER PENNY" KYNAR 500 AL SIGNAGE ERS, BLACK M - 3 NOTE: LANDSCAPING NOT SHOWN A 6.2 FOR ELEVATION CLARITY YKK AP MEDIUM BRONZE ANODIZED PLUS YB1N M-4 PAC -CLAD "ARCADIA GREEN" KYNAR 500 D 8 16 32 6 2010.043 12.21.10 L. IN LH FAU CU CLC V H I IU IN D 2 4 8 1HILLLK AN UUIVIF'SILK LNV _LUSUKL LLLVAIIUIV D 2 4 8 bELEU I IVt KEYNU I t5 I I i z 4 ; 9 r- are) FORMERLY SR. s0 - - -- - - -- E sR. No. carcr�rE Sw LLw °r arr oouMUry cnrcri urvES FORMERL (50 a•.e: _ —� - - -� _— � - Poll es=na�. vovE 0 Ccznrrro oNG� rE - — P ....0A' .o ea can IL 2-1 m 1 STATE AD IES 434 Gars° _ - -+- (R /W °VARIES) 1 - --�_� IF °_o. R,c.rr t = LL7Q'�LZJQZ22 1 eN \ ~ I d �rES 1 z°— °I a• ST-�.o Y \ �' \ �50' TRUE �� R ROA DGR�.,GG - -/ o°ce x x NORT �� ARiE 4 EL �NV ARCHITECTURAL SITE PLAN a roN'wr FS ,ggPH A PP w INCLU GVYS HAND HO E OE (TYP) o EEGesrnr prep � I® BU xp �\ .. E ��.a ow9, s;• m ° . „,,.� . PHOPOSEV BUILDING I CONCRE F.F. = 40.75 x PAD Choices in Learning 22PALM Elementary Charter School ® a °50' 23 "c Winter Springs, Florida *IFT r �� 5 4TTON (:12UUN1) T,(g p /1 —AK Cb50A 00 n80 K SOAK \ 01-C PARTIAL SITE PLAN J Scale: 1 " =30' -0" PERMIT SET 201 0 .043 '2 -22 -10 CAPIDTVIARM CMH issue date drawn by approved by project —her 1joN SCHECULE WFIgV ARCHITECTURAL �� ber SITE PLAN w F .,...,....a .. �...� � , . su.n,,. ..n ..umr.< ..• �„ ... .� h . 1rs.. IIY]3usle sreCan��r Cirz Leke MVy, sL4o H5 INGROUTED CELLS SEE PLAN FOR SELEU I IVE KEYNU I EJ I I LOCATION & us PEBAP AT 1z' o -c. - a001.aE ON 3" CHAIR 07x41 03001 CONCRETE WORK SPACING 07541,A1 07541 ADHERED KEE MEMBRANE ROOFING SYSTEM RIGID BOARD INSULATION 0300,,A2 CONCRETE FOUNDATION PROVIDE HOOK ii601A6 03001.A6 03001.C4 CONCRETE FOOTING CONCRETE SLAB ON GRADE DOWELS INTO OPAQUE METAL SCREEN ATTACHED INSIDE FACE - PAINT INTERIOR CMU - 030D1.C6 THICKENED CONCRETE SLAB FOOTING WITH 31" MIN. LAP =1 03450 PRECAST ARCHITECTU PAL CONCRETE TjT� —jj 11 1 - 11 - 1 - 11 - 111 — I➢ — 117- ll_� - 1�1 W_ W_ — Tll — I 0345165 ARCH PRECAST CONCRETE CAP H5 DEBAR AT 24" =111= I =1 - ll_ 0 04220 CONCRETE UNIT MASONRY O,C -TOP FOR Il ll lll —I 0422D Al 04220,84 MASONRY WALL MASONRY TIE BEAM VJ.P. 3.5 ONLY — 1T H H 1 0422D D1 CAN BLOCK _- I 11 — 11 11 11 III 04220,86 CONTROL JOINT 3) 45 REPAIR CONT. — 1 111 I IJ I — NF-2 -0 05001 05001.G2 STRUCTURAL STEEL WORK STEEL ROOF DECK 4) 45 REBAR CONT, 2'1 w. F. 20 05001.H7 COLD -FORM ED STEEL JOIST N "F "3.5 05505 METAL FABRICATIONS W. F. 3.5 05500.D4 CONCRETE FILLED METAL BOLLARD UUIVIF'J I CR OI l,l 11LLCR CIVLLVJURC CLCVH I IVIV UUIVIF'J I CR Gc l.l 11LLCR CIVI�LVJURC Cl IVIV BURK- HGCU= nnLLSIl 3 scale: " =1' -0" 9 scale: ,/4 " =1'ti" nvL S�sm si c,�m�z Lak, m.�r, szae, c�2n' nac000zsa 07920 0792D.A1 08116 08116.82 09220 09220.81 15001 15001.R2 4" GRAVEL OVER WEED �1DUMPSTER ENCLOSURE SECTION CONTROL PLASTIC \ v 1 Scale[ 1;i "= 1'-ff STEEL GATE. PAINTED. CABLE CROSS BRACED WITH OPAQUE METAL SCREEN ATTACHED INSIDE FACE. 6" DIA z 8' "D" HIGH 3/4" DIAx 1 ';2" DEEP RECESSES FOR GATE CANE BOLTS (TYP.8 PLACES) AT B EACH SIDE OFOPENINGS ;Tl'P.} 2 V H 7 k3 TIES 2F"O.O MINHCONCRETE 2 "O.0 EA WP,Y I 51'1 IS. TH (4) q4'S CONT ^11.411 1 1 G�`Irl r1Q1 li GI I DI AKI �\ P111AADQTI GI�Ir`I 0 Il QGrTlfl�l T B'#3 TIES AT 24 OC JOINT SEALANTS JOINT SEALANT HOLLOW METAL DOORS AND FRAMES HDLLOVJ METAL DOOR - FULLY LOUVERED PORTLAND CEMENT PLASTERING 2 -COAT STUCCO DIRECT MASONRY BOND PLUMBING & MECHANICAL EQUIPMENT AND SYSTEI✓IS CHILLERS Choices in Learning Elementary Charter School Winter Springs, Florida 2010.043 H OCK FOR 112" ACA DI BOLT GA L V ANIZED TY GATE HINGE NE BOLT (r PoF4) ,�1 DUMPSTER &CHILLER ENCLOSURE ELEVATION \ � /Scale: ,!4 "= 1' -0 3/4" DIA;c 1 1/2" DEEP RECESSES FOR � -/ 04222.86 DUMPSTER & CHILLER ENCLOSURE ELEVATION GATE CANE BOLTS (TYP.BPLACES} 6 aaGfi.es azsca, 2 Scale: 114" = V -D" ON Al 427_ -�_� 0 @22C.B1 SITE DETAILS AS 1 . 1 sheet number bh us PEBAP AT 1z' o -c. - a001.aE ON 3" CHAIR 07x41 (KEE) ROOFING ROOFING CHILLER 4 C ENCLOSURE SECTION CHILLER EN SUR L SECTION 10 FOOTER DETA IL 5 CLO E W 07541,A1 07541 ADHERED KEE MEMBRANE ROOFING SYSTEM RIGID BOARD INSULATION 1;4 Scale: " =1'A" Scale: 1!2" =1' -0" .D1 07626 SHEET METAL FLASHING AND TRIM OPAQUE METAL SCREEN ATTACHED INSIDE FACE - PAINT INTERIOR CMU - 63'EiLBS I�1422GA, \ :422Q84 0762D 0762D.A9 METAL DRIP EDGE METAL COPING 07920 0792D.A1 08116 08116.82 09220 09220.81 15001 15001.R2 4" GRAVEL OVER WEED �1DUMPSTER ENCLOSURE SECTION CONTROL PLASTIC \ v 1 Scale[ 1;i "= 1'-ff STEEL GATE. PAINTED. CABLE CROSS BRACED WITH OPAQUE METAL SCREEN ATTACHED INSIDE FACE. 6" DIA z 8' "D" HIGH 3/4" DIAx 1 ';2" DEEP RECESSES FOR GATE CANE BOLTS (TYP.8 PLACES) AT B EACH SIDE OFOPENINGS ;Tl'P.} 2 V H 7 k3 TIES 2F"O.O MINHCONCRETE 2 "O.0 EA WP,Y I 51'1 IS. TH (4) q4'S CONT ^11.411 1 1 G�`Irl r1Q1 li GI I DI AKI �\ P111AADQTI GI�Ir`I 0 Il QGrTlfl�l T B'#3 TIES AT 24 OC JOINT SEALANTS JOINT SEALANT HOLLOW METAL DOORS AND FRAMES HDLLOVJ METAL DOOR - FULLY LOUVERED PORTLAND CEMENT PLASTERING 2 -COAT STUCCO DIRECT MASONRY BOND PLUMBING & MECHANICAL EQUIPMENT AND SYSTEI✓IS CHILLERS Choices in Learning Elementary Charter School Winter Springs, Florida 2010.043 H OCK FOR 112" ACA DI BOLT GA L V ANIZED TY GATE HINGE NE BOLT (r PoF4) ,�1 DUMPSTER &CHILLER ENCLOSURE ELEVATION \ � /Scale: ,!4 "= 1' -0 3/4" DIA;c 1 1/2" DEEP RECESSES FOR � -/ 04222.86 DUMPSTER & CHILLER ENCLOSURE ELEVATION GATE CANE BOLTS (TYP.BPLACES} 6 aaGfi.es azsca, 2 Scale: 114" = V -D" ON Al 427_ -�_� 0 @22C.B1 SITE DETAILS AS 1 . 1 sheet number bh �1 BICYCLE HOOP RACK PLAN REFER TO MANUFACTURERS 3'E) 1'4" SPECS FOR INSTALLATION p9fQLC4 0 1 `:I 4 L O - 1 0 7287G.C1 _ NP ro CONCRETE WORK 2 51. 2B74C1 �1 BICYCLE HOOP RACK PLAN SURFACE MOUNTED PER MANUF. SPECIFICATIONS BICYCLE HOOP RACK ELEVATION 8' -0" O.C. REFER TO MANUFACTURERS SPECS FOR INSTALLATION e o 02821 3'E) 1'4" 02821,A, p9fQLC4 ry V > 1 `:I 4 51. 7287G.C1 _ NP ro CONCRETE WORK L-2 — o-i Cad �d S' CONCRETE FOOTING 030D1.C4 ` OPTIONAL CONC "SLAB FUTURE BICYCLE RACK SURFACE MOUNTED PER MANUF. SPECIFICATIONS BICYCLE HOOP RACK ELEVATION 8' -0" O.C. REFER TO MANUFACTURERS SPECS FOR INSTALLATION e o 02821 ;if 02821,A, if; 02870 SITE FURNISHINGS `:I 4 BICYCLE RACK •I I: CONCRETE WORK 03001.AG CONCRETE FOOTING 030D1.C4 CONCRETE SLAB ON GRADE FENCE PANEL ELEVATION (PARTIAL) L CHAIN LINK FENCE ELEVATION (PARTIAL. I NORTH 3 BICYCLE HOOP RACK SITE 2' -0 o C W M CONCRETE FOOTING PER FLAGPOLE MANUFACTURER'S REQUIREMENTS WOOD WEDGES 10350.HI G )SECTION AT FLAGPOLE SELEU I IVE KEYNU I ES I I 02821 CHAIN LINK FENCES AND GATES 02821,A, CHAIN LNK FENCING 02870 SITE FURNISHINGS 02870.C1 BICYCLE RACK 03001 CONCRETE WORK 03001.AG CONCRETE FOOTING 030D1.C4 CONCRETE SLAB ON GRADE 05500 METAL FABRICATIONS 05500.1-11 STEEL PLATE 05521 PIPE AND TUBE RAILINGS 0552 1.C1 ALUM NUM TUBE POST 05521.F3 0.5521.M3 ALUMINUM TUBE SQUARE PICKET 07920 JOINT SEALANTS 07920.A4 FULL SEALANT BED 0350 FLAGPOLES 035D A3 GROUND - MOUNTED FLAGPOLE 0350.63 FOUNDATION SLEEVE 0350, F1 C35) H l FLASHING COLLAR STEEL GROUND SPIKE 0350.13 SAND Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0 .043 '2 -22 -10 CAPIDTVIARIv1 CMH issue date drawn by approved by project —her 1joN SCH ECULE SCWFIgV SITE DETAILS AS 1.2 sheelnumber IIY]3usle sreCanb3�r Cirz Leke MVy, iL4o SELECTIVE KEYNOTES 0 03001 CONCRETE WORK 03001.K2 CAST REVEAL DETAIL 0300111 EMBED STEEL PLATE 03001.53 TILT UP CONCRETE WALL PANEL 03521 LIGHTWEIGHT INSULATING CONCRETE 03521.A1 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK 0500136 STEEL TUBE FRAMING 05001.F2 STEEL JOIST 05001.F7 JOIST BEARING ANGLE 05001.G2 STEEL ROOF DECK 05001.G4 VENTED STEEL DECK 05001.H1 COLD - FORMED STEEL STUD FRAMING 05001.H4 COLD - FORMED STEEL TRUSS FRAMING 06100 ROUGH CARPENTRY 06100.E1 P.T. WOOD BLOCKING OR PLATE 06820 GLASS- FIBER - REINFORCED PLASTIC ( 06$2031 GFRP PREFABRICATED CUPOLA 0682035 MANUFACTURER'S STEEL FRAME SUPPORT 07131 SELF - ADHERING SHEET WATERPROOFING 07131.A1 SELF - ADHERING SHEET WATERPROOFING 07210 THERMAL INSULATION 0721 O.A2 PERIMETER WALL INSULATION C3001.K2 c�sso.B4 C3CQ1.33 030011 I 7 ' -,'III 1 L 4 6.10 I C 7240.B2 I I 1 1 ROOF FLASHING DETAIL Scale: 1 1/2" = 1. -0II ROOF DETAIL Scale: 1 1/2" = V -0 " r 1'-0 1/2" I SLOPE I I 00 0996034 -YP. 0300 � a 1' -2 1/2" Z3 ROOF DETAIL 072 40.02 I 141' -2" I 3 6.10 Scale: 1 1/2" = V -0 II ROOF RID( Scale: 1 1/2" = T -0" E DETAIL ROOF DETAIL Scale: 1 112° = 1'_D 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 0724032 EIFS BAND DETAIL 0724033 EIFS BRACKET 07240.02 EXPANDED POLYSTYRENE SHAPE 07411 METAL ROOF PANELS 07411.A1 EXPOSED - FASTENER, LAP -SEAM METAL PANEL ROOFING 07411.A3 STANDING -SEAM METAL PANEL ROOFING 07411.K4 METAL RIDGE CLOSURE 07411.K5 CLOSURE STRIP 07411.K7 METAL RIDGE OR HIP CAP 07541 ETHYLENE INTERPOLYMER (KEE) ROOFING', 07541.A1 ADHERED KEE MEMBRANE ROOF ING SYSTEM 0754132 KEE SHEET FLASHING 07541.D2 TAPERED BOARD INSULATION 07620 SHEET METAL FLASHING AND TRIM 07620.A5 METAL COUNTER FLASHING ( . 1 PIECE) 07620 -A9 METAL COPING 07920 JOINT SEALANTS 07920 -Al JOINT SEALANT 09250 GYPSUM BOARD 09250 -Al GYPSUM WALL BOARD 09250.02 GLASS - MAT GYPSUM SHEATHING BOARD 09960 HIGH PERFORMANCE COATINGS 09960.84 REFLECTIVE WALL COATING SYSTEM Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 12 -22 -10 CAP /DTV /JRS CH M issue date drawn by approved by project n u m bor REVISION SCHEDULE n DATE DESCRIPTION DETAIL A5 sheet number - E3E =CXUVE \ AI\D THEE CCNT_NT3 ARE - HE 'R.QFE ,T` CF BJ JC_ FICCUE NIL-5 nC. AhD A Z 135vEv J\ =UR THE 8'ECIFIy 'RD_ECT \•r =_J CN THESE I1kAWIN: ANY -- N::I }.. {:II:I\ AV :n:Y. iF +i � H.AJEN WI - (X11 IH - XF'1 - �}, - ) W WII IFN ::i \}; - N O H..HKF - CA-JIF L8 - . N I* V PH1:HI'IIFII '.Y IAN. I:I - C G = =T yr T C A .I IITCCT S Y. \C•W_CGE - 1 ES: FLAN_ AND S= C•_IricATFD \S �]NFLV Awl I - IC A }FLICA.]L= IV"VUV EUIL_INIG AN= T71= APDJ2A02 FIR.'- 3A= = =TY S A \CAP.D-. agr BL.RKE HCGJE MILLS. NC. 1'30 BL. slness Winter Drive. La <e Nary. FL 32746 4C7.333.20G5 AAf DC(3233 2010.043 C:km:& IN_CS,er FFA �e AR-0 =035.1 - ) ROOF FASCIA DETAIL- VARIED HEIGHT l 4 Scale: 1 1/2" = V -0° KUUr Utz I AIL 1 112" = V -0 � ROOF DETAIL SLOPE TRANSITION ROOF DETAIL Scale: 1 112" = V -0° •09960.84 092210.82 •071 a1.A' 09250.32 1 07411.K5 07411A1 07131A1 0G2v0.C2 05001.G2 G5C101.H' 07210.B1 0500 1.A3 RADIUSED 1De2LO.Al 0721C11 z 1 050 1.�4 1 ROOF DETAIL Scale: 1 1/2" = 1'-0° I C9111.B1 I 611 C ?131.A1 0 1 07411.A1 12 07131.A1 4 O 250.G2 05001.G2 4?411.M2 2' -0 7/8° `c' 1 33 '- 4" I 07920.A1 I 07620.A9 103250.G2 10E1CO,E1 072/-O.G2 0500'.H 1 SLOPE 134' -5" +o 0996034 t + I TYP. I I I I I I C724C.B3 I I I I 2 -3 1 A6.10 ROOF DETAIL Sole: 1 1/2" = T -D" 7 A7.7 079210.A' I I 07620.A5 1500'17 054' Al SLOPE 1/4" MIN. 09960.B4 07541.]2 0352'.A1 a °a01 a5a611.G4 I 4 6.10 f 050 A/ I I f C6Cy01.D4 ROOF DETAIL Sole: 1 1/2" = T -D" SELECTIVE KEYNOTES 0 03001 CONCRETE WORK 03001.L1 EMBED STEEL PLATE 0300131 POST - TENSIONED CONCRETE SLAB 03001.53 TILT UP CONCRETE WALL PANEL 03521 LIGHTWEIGHT INSULATING CONCRETE 03521.A1 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK 05001.A2 STEEL BEAM 05001.A3 STEEL TUBE BEAM 05001.D4 STEEL ANGLE 050D1.F2 STEEL JOIST 05001.F7 JOIST BEARING ANGLE 05001.F8 JOIST SEAT 05001.G2 STEEL ROOF DECK 05001.G4 VENTED STEEL DECK 05001 _H1 COLD - FORMED STEEL STUD FRAMING 05001.H4 COLD - FORMED STEEL TRUSS FRAMING 06100 ROUGH CARPENTRY 06100.E1 P.T. WOOD BLOCKING OR PLATE 07131 SELF - ADHERING SHEET WATERPROOFING 07131.A1 SELF - ADHERING SHEET WATERPROOFING 07210 THERMAL INSULATION 07210.A2 PERIMETER WALL INSULATION 0721031 BATT INSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 0724033 EIFS BRACKET 07240.02 EXPANDED POLYSTYRENE SHAPE 07411 METAL ROOF PANELS 07411.A1 EXPOSED - FASTENER, LAP - SEAM METAL PANEL ROOFING 07411.K2 METAL SOFFIT PANEL 07411.K5 CLOSURE STRIP 07411.M2 METAL DRIP EDGE 07411.M3 METAL FASCIA 07541 ETHYLENE INTERPOLYMER (KEE) ROOFING 07541.A1 ADHERED KEE MEMBRANE ROOFING SYSTEM 0754132 KEE SHEET FLASHING 07541 _D2 TAPERED BOARD INSULATION 07620 SHEET METAL FLASHING AND TRIM 07620_A4 METAL DRIP EDGE 07620.A5 METAL COUNTER FLASHING ( . 1 PIECE) 07620 -A9 METAL COPING 07620.M1 DOWNSPOUT 07620.N1 GUTTER 07920 JOINT SEALANTS 07920.A1 JOINT SEALANT 09111 NON - STRUCTURAL METAL FRAMING 0911131 STEEL STUD RUNNER TRACK 09111.01 STEEL STUD 09220 PORTLAND CEMENT PLASTERING 0922032 3 -COAT STUCCO ON METAL LATH 00250 GYPSUM BOARD 09250_Al GYPSUM WALL BOARD 09250.02 GLASS - MAT GYPSUM SHEATHING BOARD 09960 HIGH - PERFORMANCE COATINGS 0996034 REFLECTIVE WALL COATING SYSTEM 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 15001.A7 OVERFLOW SCUPPER 1500137 DECORATIVE DOWNSPOUT OUTLET NOZZLE Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 12 -22 -10 CAP /DTV /JRS CH M issue date drawn by approved by project number REVISION SCHEDULE n DATE DESCRIPTION ROOF DETAIL A5 sheet number - E3E =CXUVE \ AID THEE CCNT_NT3 ARE - HE 'R.QFE ,T` CF BJ JC_ FICCUE NIL-5 InC. At\D A Z 135vEv D, =UR THE 8'ECIFIy 'RD_ECT \•r'_J CN THESE I1kAWIN: ANY i-- N::D..0 1j:1\ AV :'T iF W; -AH.AJEN WI - (X11 IH - XF'1 - �}, - ) W WII IFN ::i \}; - N 0 H..HKF - (:tiJIF L8 - . N I* V PH '.Y IAN. I:I C G = =T yr T C A�_l IITCCT S Y. \C•W_CGC 11Gs'= FLAN_ AND S= C•_IfIvATFD \S ]NFLV A71 I - IC A }FLICA.]L= IdNVUV LUIL =4Hv AN= T71= AP =JC A02 FIR.'- 3A=' -TY S A \CAP.D-. bh BL.RKE HCGJE MILLS. NC. 1'30 BL. slness Winter Drive. La <e Nary. FL 32746 407.333.2005 AAf DC(3233 2010.043 C:km:& IN_CS,er FFA �e AR-0 =035.1 ( R DETAIL � RaOOF2DETAIL SELECTIVE KEYNOTES 0 03001 CONCRETE WORK 03001.53 TILT UP CONCRETE WALL PANEL 03521 LIGHTWEIGHT INSULATING CONCRETE 03521.A1 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK 05001.F2 STEEL JOIST 05001.G4 VENTED STEEL DECK 06100 ROUGH CARPENTRY 06100.E1 P.T. WOOD BLOCKING OR PLATE 07210 THERMAL I NSULATION 0721031 BATT INSULATION 0721035 RIGID FOAM INSULATION BOARD 07541 ETHYLENE INTERPOLYMERIKEE) ROOFING 07541.A1 ADHERED KEE MEMBRANE OO SYSTEM 0754132 KEE SHEET FLASHING 07541 _G6 STAINLESS STEEL CLAMPING COLLAR 07620 SHEET METAL FLASHING AND TRIM 07 - A4 METAL DRIP EDGE 07620.A5 METAL COUNTER FLASHING (1 PIECE) 0762035 EDGE FLASHING 07620.M1 DOWNSPOUT 07620.P1 CONDUCTOR HEAD ASSEMBLY 07620.U4 FASTENER 07720 ROOF ACCESSORIES 0772001 EQUIPMENT ROOF CURB 017920 JOINT SEALANTS 07920.A1 JOINT SEALANT 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 1500133 VENT THRU ROOF 15001.85 AIR HANDLING UNIT ROOF DETAIL i Scale: 1 1/2" = 1' -0" C7920.A1 07541.G6 0 r 541.32 C17541.A1 a a 1 1500123 1 VENT THRU ROOF DETAIL Scale 1 112" = V -0" EQUIPMENT CURE DETAIL Scale. 1 112" = V -0" Choices in Learning Elementary Charter School HVAC UNIT CURE FLASHING DETAIL Winter Springs, Florida GASKET 'ERIMETER C7541.A1 Al 1.u4 PERMIT SET 201 OmO43 12 -22 -10 CAP /DTV /JRS CH M issue date drawn by approved by project number WITH STAINLESS STEEL HORDS AS ALTERNATE REVISION SCHEDULE n I DATE DESCRIPTION ROOF DETAIL A5 sheet number - - E3E = CCUVE \ AI\D THEE CCNT_NT3 ARE - HE 'R.QFE ,T` CF BJ JC_ NCCUE NIL-5 InC. AhD A Z 135vEv D, =01 THE 8'ECIFIy 'RD_ECT \•r =_J CN THESE I11+AWIN: ANY -- N::D..CII:I\ AV :'T I W; -AH..I I::N WI - (XI I IH - XF'1 - �}, - ) W WII IFN :- :i \H - N 0 H..HKF - r:ti:l lF L8 I - . N I* V PHI:Hl'.l 11 - !Y IAN. I:I C G = =T yr T C A� -1 IITCCT S Y. \C•W_CGC 11Gs'= FLAN_ AND S= C•_IfIvATFD \S ]NFLV A71 I - IC A }FLICA.]L= IdNVUV LUIL =�Iv G�! =C AN= T71= AP =JC A02 FIF? == 3A= = =TY S \CARD. Scale: 1 1/2" = V-C" MAIN ROOF DOWNSPOUTS bh BL.RKE HCGJE MILLS. NC. 1'30 BL. slness Winter Drive. La <e Nary. FL 32746 4G7.333.20G5 AAf DC(3233 Ci113H IN_C1.ef 114,e nr�oxas.s SELEG I IVE KEYNU I ES I I 03001 CONCRETE WORK 03001,K2 CAST REVEAL DETAIL 03001.53 TILT UP CONCRETE WALL PANEL 06820 GLASS - FIBER- REINFORCED STANDING -SEAM METAL PANEL PLASTIC (GFRP) 06820.81 0682162 GFRP PREEFABRICATED CUPOLA GFRP CUPOLA FINIAL V /ITH SHEET METAL FLASHING AND TRIM LIGHTNING PP.OTECTION 0'82D B 3 GFRP STANDING SEAM DOME 0682G,B4 06820. B5 GFRP FALSE LOUVERS MANUFACTURER'S STEEL FRAME JOINT SEALANTS SUPPORT 07240 07240. B2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS} EIFS BAND DETAIL 07240. B3 EFS BRACKET 07240.C2 EXPANDED POLYSTYRENE SHAPE 07411 METAL ROOF PANELS 07411.A3 STANDING -SEAM METAL PANEL ROOFING 07626 SHEET METAL FLASHING AND TRIM 0762G.A9 METAL COPING 0762G.M1 DOWNSPOUT 07920 JOINT SEALANTS 07920.A1 JOINT SEALANT 08411 A1_UI✓IINUTAFP.AIv1ED ENTRANCES AND STOREFRONTS 01411 ALUMNUGLASS ENTRANCE DOOR IM' :11. 084A3 AL LIMNUMLFRAMED WINDOW 09220 PORTLAND CEMENT PLASTERING 09220.82 3-COAT STUCCO ON METAL LATH 09960 HIGH - PERFORMANCE COATINGS 09960.84 REFLECTIVE WALL COATING SYSTEM 10200 LOUVERS AND VENTS 10200.A2 FIXED METAL WALL LOUVER. 10431 SIGNAGE 10431.D6 METAL CUTOUT CHARACTERS 10533 PROTECTIVE METAL COVERS 10533.Al WALKWAY COVER 15001 PLUMBING & MECHANICAL EQUIPMENT AND 5YSTEM5 15001.A7 OVERFLOW SCUPPER 15001.B7 DECORATIVE DCIAINSPOUT OUTLET NOZZLE Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0 .043 '2 -22 -10 CAP /DTVIJRS CHM issue date drawn by approved by project number EvprycN s[:N scwriry EXTERIOR ELEVATIONS A6 sheet number Q WEST ELEVATION _ - naius.INe. IIY]3usle sreCanb3�r nirz Leke MVy, iL4o a�esazoro nacaoozss w �.. ma.x�. Scale: 3/32" =1' -0" SLLLG I IVL KEY N(-) I t5 I I 03001 CONCRETE WORK 03001,E3 CONCRETE STAIR 03001.K2 CAST REVEAL DETAIL 03001.53 TILT UP CONCRETE WALL PANEL 05521 PIPE AND TUBE RAILINGS 05521.66 05521.67 STEEL PIPE HANDRAIL STEEL PIPE GUARDRAIL 07240 EXTERIOR INSULATION AND FINISH SYSTEM EIFS'1 07240. B2 EFS BAND ❑ETA�L I 07240. B3 07240,C2 EFS BRACKET EXPANDED POLYSTYRENE SHAPE 0762D SHEET METAL FLASHING AND TRIM 07620.A9 METAL COPING 07620.IS1 DOWNSPOUT 07929 JOINT SEALANTS 07920.A1 JOINT SEALANT 08110 HOLLOW METAL DOORS AND FRAMES 08110.A1 HOLLOW METAL DOOR & FRAME ASSEMBLY 08411 ALUMINUIA-FRAIv1ED ENTRANCES AND STOREFRONTS 08411.A2 ALUIMNU14 GLASS ENTRANCE DOOR .411.A3 ALLIMNUTA- FRAMED WINDOW 09960 HIGH- PERFCRMANCE COATINGS 0996D.B4 REFLECTIVE WALL COATING SYSTEM 10431 SIGNAGE 10431.96 METAL CUTOUT CHARACTERS 10533 1 C533.AI PROTECTIVE METAL COVERS WALKWAY COVER 10533. B8 METAL SUPPORT BRACKET 10533.C2 TUBE COLUMN WITH INTEGRAL DOWNSPOUT 15001 PLUM BING & MECHANICAL EQUIPMENT AND SYSTEIAS 15001.A7 OV ERFLOW SCUPPER 15001.67 DECORATIVE DOWNSPOUT OUTLET NOZZLE RFVmmn 0 O O 0 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0 .043 '2 -22 -10 CAPIDTVIJRS CHM issue date drawn by approved by project number Ev1rycN s[:N scwriry EXTERIOR ELEVATIONS A6 sheet number IM �.,� EAST ELEVATION /Scale: a/a2"=1 , - - nalus.INS. IIY]3usle sreCanb3�r nirz Leke MVy, iL4o �Ci .33i0�5 AAG�00293 � �- ma.u... � 1I -%I I I LLL V(111VIV / Scale: 3132 SELEU I IVE KEY NU I E5 I I 03001 CONCRETE WORK 03001,K2 CAST REVEAL DETAIL 03001.53 TILT UP CONCRETE WALL PANEL 06820 GLASS - FIBER - REINFORCED PLASTIC(GFRP) 06820.61 GFRP PREFABRICATED CUPOLA 06820.62 06820. B3 GFRPCUPOLA FINIAL WITH LIGHTNING PROTECTION GFRPSTANDING SEAM DOME 0'820 B4 11682D: B5 1; 'P FALSE LOUVERS MANUFACTURER'S STEEL FR SUPPORT 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 07240.62 E BAND DETAIL 07240, B3 EFS BRACKET 07240.C2 EXPANDED POLYSTYRENE SHAPE 07411 METAL ROOF PANELS 07411.A3 STANDING -SEAM METAL PAN EL ROOFING 07411.X7 FOAMED - INSULATION -CO RE METAL PANEL ROOFING VJ �1 EAST ELEVATION AT WEST WING �1 WEST ELEVATION AT EAST WING 1 Scala: 3132" = V -D \ � 1 Scale: 3 32" = 11 HOICES LEARNING ENLARGED ELEVATION AT SIGNAGE NORTH & WEST 6 Beale: ,14 " =,' -0" CHOICES I1� LEARNING ENLARGED ELEVATION AT SIGNAGE NORTH & WEST Lv� LD Oi2dD, 05 O.M i 07fiP].43 0?OOIS3 0724C.C2 C7 ^_40.62 A4 A5 AS A4 810 C2 C2 C2 C2 1.r5 33A1 16533.88 W CHOICES IN LEARNING M Flu Md LL+N1 E'�NTARY CHART r.R SCHOOL L1 177A 170D 1706 1706 CII411A? MULTI - PURPOSE ENTRY \ 4 J Scale: 3132" = VE)" 13431.06 C99'C.'A J ` ENLARGED ELEVATION AT SIGNAGE SOUTH LOBBY ENTRY 5 Coale: 114" = 1' -0" 07620 0762D .A9 SHEET METAL FLASHING AND TRIM METAL COPING 07620,M1 DOWNSPOUT 07620.N1 GUTTER 07920 JOINT SEALANTS 07920.A, JOINT SEALANT 08411 ALUMINUTA- FRAMED ENTRANCES AND STOREFRONTS 0841 LA2 AL UM NUMIGLA55 ENTRANCE DOOR 084l TA3 aluminum frame OS22D PORTLAND CEMENT PLASTERING 0922032 3-COAT STUCCO ON METAL LATH 09960 HIGH- PERFORMANCE COATINGS 09960.64 REFLECTIVE WALL COATING SYSTEM '9431 SIGNAGE '0431.D6 METAL CUTOUT CHARACTERS 0533 PROTECTIVE METAL COVERS C533 At WALKWAY COVER 0533.66 METAL SUPPORT BRACKET '5001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS '5001.X7 OVERFLOW SCUPPER Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0 .043 '2 -22 -10 CAPIDTVIJRS CHM issue date drawn by approved by project number EvprycN s[:N � scwriry EXTERIOR ELEVATIONS A6 sheet` tuber " IIY]3usl ILL e sreCan��r nirz L. all IL 124U �Ci .33i0•,i5 AAG�00293 �- ma.u... � � 1 � 6. 10 G724C.C2 07541.A1 C�925C.C2 03521.A1 G r 2413.02 G5C�01.H' 05C101.G4 C-762C.A9 09254:02 0500'.H1 ` I SLOPE 1/4 " =1' -0 / 07240.63 130' -2" 05001. =2 T. . TILT WA age' o SLOPE 1/4 " =1' -0" D 2 A5.3 e I P. a J F C CroC.B4 3W.60.B4 0301.53 1 a�0C1.S3 A5.2 TYP. TYR 08411.A3 D a 07620.A9 0 724C , .C2 2 09250.C2 A5.2 05031.1 130' - I I I I 072�0.B3 I 15001.A7 i C 10533A1 I CLRVED I 111' -d" I 09060.84 09220. 0500 1.A2 0713'.A1 09250.C2 3 C15&31.H1 07210.81 A8.4 09220.82 08411.A2 4 A8.4 12485.61 5 A8.4 100' -0" a p ° 1 �3C 1.01 SEE CI VIL 013031.06 SECTION MULTI - PURPOSE LOBBY Scale: 1/2" = 1 . - 4 W a j u Cq 00 UL] a0 0 a SECTION EXTERIOR STAIR Scale: 112" = T -0" 0 0 122'-0 < ° WDW HEAD OPP. a ° 0951'.A1 1 A8.3 11 B 09250 Al A8.3 0721 CI.A2 C�1105 0754'.A1 2 C-754122 A.3 05001.04 07240.62 a 5 < ° 05C F2 AB.3 QPP. 106' -0" 5 6.1 4 > Q3G01.C5 A5.2 050C11.G3 a SLOPE 1/4 " =1' -0 ° 11111111111fiC081 IW = SELECTIVE KEYNOTES 03041 CONCRETE WORK 03001.A6 CONCRETE FOOTING 03001.04 CONCRETE SLAB ON GRADE 03001.05 CONCRETE SLAB ON METAL DECK 03001.06 THICKENED CONCRETE SLAB 03041 _E3 CONCRETE STAIR 03001.H5 VAPOR BARRIER 0300133 TILT UP CONCRETE WALL PANEL 03521 LIGHTWEIGHT INSULATING CONCRETE 03521.A1 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05041 STRUCTURAL STEEL WORK 05001.A2 STEEL BEAM 05001.F2 STEEL JOIST 05041.03 STEEL FLOOR DECK 05001.04 VENTED STEEL DECK 05001 _H1 COLD - FORM ED STEEL STUD FRAMING 05500 METAL FABRICATIONS 05500.01 ABRASIVE STAIR NOSING 05521 PIPE AND TUBE RAILINGS 0552135 STEEL PIPE POST 05521.03 ALUMINUM TUBE HANDRAIL 05521.04 ALUMINUM TUBE GUARDRAIL 05521.E7 PIPE SLEEVE 05521.M3 SQUARE PICKET 07131 SELF ADHERING SHEET WATERPROOFING 07131.A1 SELF - ADHERING SHEET WATERPROOFING 07210 THERMAL INSULATION 07210.A2 P ERI M ETE R WAL L IN SU LATION 0721031 BATT INSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 0724032 EIFS BAND DETAIL 07240.63 EIFS BRACKET 07240.02 EXPAN D ED POLYSTYR E N E S HAP E 07541 ETHYLENE INTERPOLYMERIKEE) ROOFING 07541.A1 ADHERED KEE MEMBRANE OO ING SYSTEM 07541.D2 TAPERED BOARD INSULATION 07620 SHEET METAL FLASHING AND TRIM 07620.AJ METAL COPING 08411 ALUMINUM - FRAMED ENTRANCES AND STOREFRONTS 48411 X42 ALUMINUM /GLASS ENTRANCE DOOR 08411.A3 ALUMINUM - FRAMED WINDOW 09111 NON - STRUCTURAL METAL FRAMING 09111.D5 Z - SHARE FURRING CHANNEL 09220 PORTLAND CEMENT PLASTERING 0922032 3 - COAT STUCCO ON METAL LATH 09250 GYPSUM BOARD 0925041 GYPSUM WALL BOARD 09250.02 GLASS -MAT GYPSUM SHEATHING BOARD 09511 ACOUSTICAL PANEL CEILINGS 09511.A1 EXPOSED -GRID ACOUSTICAL PANEL CEILING SYSTEM 09960 HIGH - PERFORMANCE COATINGS 0994034 REFLECTIVE WALL COATING SYSTEM 10533 PROTECTIVE METAL COVERS 10533.A1 WALKWAY COVER 1053338 METAL SUPPORT BRACKET 12485 ENTRANCE FLOOR GRILLES D 1248531 FOOT GRILLE IN RECESSED FRAME 15041 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS I 17 ABA 7 0951 1.A' A4.5 3 3 TYP. 18 M1 A �? a a 030131.H I 0 030 � 03001.H5 01. 18 15041 _A7 OVERFLOW SCUPPER 15001.01 TRENCH DRAIN a T.D. � I a ° a 0001.E3 05501c 1 001.A6 a a� I 1 Q533.88 � 10533.A1 I 05 521.C? CO5521.C4 a5521.M3 a - D 1 II ° a a 7 TREADS AT 11" = 6 -5" Choices in Learnin Elementary Charter School Winter Springs, Florida , PERMIT SET � 12-22-10 CAP /DTV /IRS CH M 2 0.043 issue date drawn by approved by project number REVISION SCHEDULE n DATE I DESCRIPTION BUILDING AND A65 WALL SECTIONS ■ sheet number - E3E =CXUVE \ At\D THEE CCNT_NT3 ARE - HE 'R.QFE ,T` CF 6,'=,K=_ NCCUE MIL-5 IINC. At\D A=Z 155vEv D, =UR THE 8'ECIFIy 'RD_ECT "C-D CN THE$_ I1kAWIN: ANY -- N::I }.. {:II:I\ AV :n:Y. iF +; -AH.AJEN WI - (}NI IH ) IFN ::i \}; - N 0 H..HKF - X-J.IF L8 I - . N I* V PH1:HI'IIFN IAN. I:I - C G = =T yr T C A�_I IITCCT S Y. \C•W_CGE 11ES: FLAN_ AND s= G_IricATFD \s �13VIFLV HUI I - IC A }FLICA.]L= IV"VUV LUIL =4Iv frl AN= 771= AP =J2A02 FIF? == 3A= =_TY �A \CAP.D3. 0552'.E7 AI LM BL,RKE HCGJE MILLS. IvC. 1 ` 30 BL. slness Winter Drive. La <e Nary. FL 32746 4G7.333.20G5 AAf DC(3233 C3r13H 1N_CS er FF Aye AR-0 =035.1 W W W B H M J S C 0 M 138'-0 3/4" WEST EL 0 03001 CONCRETE WORK 03001.A6 CONCRETE FOOTING 03001.04 CONCRETE SLAB ON GRADE 03001.05 CONCRETE SLAB ON METAL DECK 03001.H5 VAPOR BARRIER 03001 _K2 CAST REVEAL DETAIL 03001.53 TILT UP CONCRETE WALL PANEL 03450 PRECAST ARCHITECTURAL CONCRETE 03450.B6 ARCH PRECAST CONCRETE TR BAND 03521 LIGHTWEIGHT INSULATING CONCRETE 03521.A1 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK 05001.A2 STEEL BEAM 05001.B'I STEEL COLUMN 05001 _1`2 STEEL JOIST 05001.G3 STEEL FLOOR DECK 05001.G4 VENTED STEEL DECK 05001 _H1 COLD - FORMED STEEL STUD FRAMING 05001.H4 COLD- FORMED STEEL TRUSS FRAMING 07210 THERMAL INSULATION 07210.A2 PERIMETER WALL INSULATION ION ONLY z w J w I w Q 0 EO z a w J w z 092Y.C1 � METAL ROOF PANELS METAL SOFFIT PANEL ETHYLENE INTERPOLYMER { KEE ROOFING ADHERED KEE MEMBRANE ROOF ING SYSTEM SHEET METAL FLASHING AND TRIM METAL COPING JOINT SEALANTS JOINT SEALANT ALUMINUM FRAMED ENTRANCES AND STOREFRONTS ALUMINUM - FRAMED WINDOW NON -STRUCTURAL METAL FRAMING STEEL STUD RUNNER TRACK STEEL STUD Z -SHAPE FURRING CHANNEL PORTLAND CEMENT PLASTERING 3-GOAT STUCCO ON METAL LATH GYPSUM BOARD GYPSUM WALL BOARD GLASS - MAT WATER - RESISTANT TILE - BACKING BOARD GLASS - MAT GYPSUM SHEATHING BOARD ACOUSTICAL PANEL CEILINGS EXPOSED -GRID ACOUSTICAL PANEL CEILING SYSTEM HIGH - PERFORMANCE COATINGS REFLECTIVE WALL COATING SYSTEM Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 OmO43 12 -22 -10 CAP /DTV /JRS CH M issue date drawn by approved by project number REVISION SCHEDULE n DATE DESCRIPTION TMC1.C4 SELECTIVE KEYNOTES 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 0724032 EIFS BAND DETAIL 0724033 EIFS BRACKET 07240.02 EXPANDED POLYSTYRENE SHAPE 074'11 07411_K2 07541 07541.A1 07620 07620.A9 07920 07920 - Al 08411 08411 A3 091'11 09111 _B1 09111.01 091'11 _D5 00220 3/4 09220.82 09250 09250 . 09250.01 09250.02 09511 09511.A1 09960 0741 I X2 0996034 C501.H4 ) 1 -392203 I 0922032 I I ��925CI.C1 WALL SECTION A6 sheet number - E3E =CXUVE \ AID THEE CCNT_NT3 ARE - HE 'R.QFE ,T` CF BJ JC_ NCCUE NIL-5 InC. AhD A Z 155vEv D, =UR THE 8'ECIFIy 'RD_ECT \•r =_J CN THESE I1kAWIN: ANY i-- N::D..0 1j:1\ AV :'T iF }I; � H.AJEN WI - iX11 IH - XF'1 - �}, - } W WII IFN ::} \}; - N 0 H..HKF - (:tiJIF L8 I - . III: V PH1:Hl'll Fll '.Y IAN. I:I C G = =T yr T C A�_l IITCCT S Y. \C•W_CGC 11Gs'= FLAN_ AND S= C•_IfIvATFD \S ]NFLV A71 I - IC A }FLICA.]L= IdNVUV LUIL =�Iv AN= T71= AP =-E A02 FIR.'- 3A= = =TY S \CARD. a 1 a 4 WALL SECTION Scale: I"= T -0" BL.RKE HCGJE MILLS. NC. 1'30 BL. slness Winter Drive. La <e Nary. FL 32746 4C7.333.20G5 AAf DC(3233 Ci113H IN_C1.ef 114,e nr�oxas.s 2 V Y/lLL " `N` 1 1 " 1 V V " L V 1 IVI Scab: 1 /2" = T -0" Scale: 1/2" = 1' -0" V V/lLL %aL1.* 1 I Y Scale: 1/2" = 1'-0" CANOPY TREE AT LANDSCAPE ISLANDS EJ ZE3 C: y CANOPY TREE ! All I J 44 42 40 38 36 34 48 46 44 42 40 38 0 0 4 8 12 16 20 24 28 32 CROSS - SECTION ( "G -G") SCALE: 1 IN. 2 ET. HORIZONTAL 1 IN. 2 ET. VERTICAL 0 4 8 12 16 20 24 28 CROSS - SECTION ("H- SCALED 1 iN, U ET, D0R=NTA2 1 IN. 2 ET, VERTICAL 32 36 36 40 40 44 44 48 48 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0.043 10-25-2010 MAO JAE issue date drawn by approved by project number GRADING & DRAINAGE C 0 CROSS SECTIONS sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE HAGUE MILLS, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS_ ANY REPRODUCTION AND /OR REDISTRIBUTION WITHOUT THE EXPRESSED WRIT7EN CONSENT OF BURKE ROGUE MILLS, INC IS PROHIBITED BY LAW 70 THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM EITILDING CODES AND THE APPLICABLE FIRE SAFETY STANDAPAD fa if in a C F Y Weeks % 6hn 385 Douglas Avenue, Ste 2100 Altamonte Sprincgs, FL 32714 Telephone 467.478.8750 FacErnYlle 407.478.8749 BURKE ROGUE MILLS, INC. CC:TIS]C2.T.^ 02 A1'.tl]Ol7Zx:_o]1 N4.' y;`10 1130 PLISI n Bss Center D rn ve, Lake Mary, FL 32746 407,333,2005 AAC000233 Jay A. Klima 499 45 W W W _ B H dl _ U S _ C O U T 4° D„ HI H ORNAMENTAL LLw Q a � < w � Q w a w z v w ALUVNU FENCE w v v EL If z CC z D, a o LLB crL w v w U c� w o w FF z aoo ° °a a o o OPAQUE H DGE (-n >< w X - LANDSCAPING � // T TX / / / MATCH GRADE VV� /V�/ /V� /V� /V� V� /V� /V�/ /V� /V� /V� V� /V� /V�/ /V� /V� /V� \ T- XzY T->'x'L \ \// A / \/ 0 4 8 12 16 20 24 28 32 CROSS - SECTION ( "G -G") SCALE: 1 IN. 2 ET. HORIZONTAL 1 IN. 2 ET. VERTICAL 0 4 8 12 16 20 24 28 CROSS - SECTION ("H- SCALED 1 iN, U ET, D0R=NTA2 1 IN. 2 ET, VERTICAL 32 36 36 40 40 44 44 48 48 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 0.043 10-25-2010 MAO JAE issue date drawn by approved by project number GRADING & DRAINAGE C 0 CROSS SECTIONS sheet number THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BURKE HAGUE MILLS, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS_ ANY REPRODUCTION AND /OR REDISTRIBUTION WITHOUT THE EXPRESSED WRIT7EN CONSENT OF BURKE ROGUE MILLS, INC IS PROHIBITED BY LAW 70 THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM EITILDING CODES AND THE APPLICABLE FIRE SAFETY STANDAPAD fa if in a C F Y Weeks % 6hn 385 Douglas Avenue, Ste 2100 Altamonte Sprincgs, FL 32714 Telephone 467.478.8750 FacErnYlle 407.478.8749 BURKE ROGUE MILLS, INC. CC:TIS]C2.T.^ 02 A1'.tl]Ol7Zx:_o]1 N4.' y;`10 1130 PLISI n Bss Center D rn ve, Lake Mary, FL 32746 407,333,2005 AAC000233 Jay A. Klima 499 45 W W W _ B H dl _ U S _ C O U 3 Q 3 i� CD CD W c 0 s L m U _ U N O C7 n f` c.l a a C J J 20 87 { f .`r, c. 2,c c.. - -- , .. 47,E � I �1 tl n _i -�_ A J - (. . 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'7 X 'C'. - . - `� - F X t x ... x ... .. x .. ,.. }x , } = 1 ' � 1 � r r I Q t 7 � t t t f l , _I. r _f: r \ • f. !' t. +1 r f 1 ; f , t :.Q ..J �.i L.. .__ L.. .._ _., ..! J.L ,J 'J_t t.. ... t. �. J u , i_l �L :.' �.. ..! _.. ,.! �.{ ,J J_L L.. .._ 1.,. _._ _.J J,L L.J SITE PLAN PHOTOMETRICS 1 1 SL -7 7 ° = 30' N GRAPHIC SCALE .30 O 15 30 FO lk �d L/ I = I I elf[ A ( IN FEET ) Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-1 0 DMS RDP /JAK /HJP Issue date drawn by approved by project number REVISION SCHEDULE lr DATE DESCRIPTION 11 -24 -10 CITY COMMENTS z 12 -21 -10 CITY COMMENTS SITE PLAN - PHOTOMETRICS SLml sheet number TI1 =: F= DD'JJI =NT: AN_ T N - {k, - E : - ,(k TE \TS ARE T = P R =PTY 0 611P<11 1 03..E L= N: 11N_ AP= xSIJ =D CNLV FOR - E �P . 01 1 =r'- r7 � N� .I ' .. C ,FK` P : CRAWnru AA" REPZC{:Uv7GI At\D13 : REDI3TRI3 MCI\ NFniCLr - HE 0:'RMED CCN CF 3U H33_I'_ MILS 1w__13 'R3 E>TE_' BY _AW_ TO IH -!11 i} IHI AF!:: - 1 F:, .ti •(WAVI - It:; - IH - !.F H A \:ti A\1::= .H :� F: N: =. f:LWL " r• WI H IH AW F:AH F LII\FJA.A1 Hill III\r- f:::l ? - t. Argyll - I - A�F1 I:AF.I F - ESArL- 3TANDAR =a ll, I '.I �v 4Yiltalxlvt f ■lik:� � �: F:nginetning 1 y , _... M CARYA w11 vrZ {)V. Pr 4.16- Sijrls Vv'ilkersoll C., Jr(.ler p 1- P.J CARTrRR, P,-, S EJ ROAAALL) J. _'AI&E. Jl,t. =8J ^3 �:T7v1T7C;l;I'IILQ IT7c. o _urr P.. KJ_LJ�M VN, 1'. E. f.s•,..z9 2 - 1-4 A F t hT- 1,.1 .r...... �Illlc. r BURY.E ROGUE MILL INC. r.ro'll,r 1130 Business Center Dive, Lake May, FL 32740 1 7 Is+l '.•:G,.�✓- . 1' c A . ar/I .!•H:'.1 rr1 1.1 � -. ,:�= .�ri= rr, X07.3332005 AAC000233 W W w B H M U S C O M Calculation Stnnmaly Label CalluType Units Avg Max Min Avg /Min Max /Min Calcpts II ILLniinarice fc 0.36 11,6 0.0 N.A. N.A. Luminaire Schedule Sv"hol Qq� Label Arrangement Descri on Total Lamp Lumens LLF 13F LLD LDD Lum -Warts la7m.T•.17� ^/p� o-E] 1 SLA NI-NICLE EMCO L'CA1131- :ill- 250PSMII (MS250 /1108 /PS) 20000 0.729 0.900 0_900 0.900 291 71 4 SLA2 BACK -RACK EMC0 ECA182- 3K- 2501 (MS25U /H0R /Y5) 20000 0.729 0.900 0.900 0.900 291 72 6 ri ZTI�ZA T VICO T CA1$1- T3T,C-7_ri0P5�/IIT (MSJ i0 /ITbR /PS) yr _�_ti_`- _. 11 � SLC SINGLE b`LOncl [ti'gc}.1��/�fl_' ] 7T>SSNf[1`�VI�11 �5ff /CjUJ�� 12500 0.729 0000 U_900 0.900 190 89 14 SLD SIN Gardco 111- M'1'- 26'f1iF (1 1800 0.$:38 0.980 U.950 0,900 27 56 10 SI.Ti SThICI.T+ Gardco 101- FF- 150I'SMFi (M1iC150/ L 12500 0.729 0.900 0.900 0.900 190 35 0 -E l 1 1 SLI/ SI INrGLL: F AA C 0 FCA18 -QTT -2 ,0PSMTI (MS250 /T 10R /PS) < 20000 0.729 0.9 0 U U 900 0.900 291 7 F. NOTES z Z 2 1 EQUAL FIXTURES IN APPEARANCE AND PERFORMANCE SHALL BE CONSIDERED ALTERNATE MANUFACTURERS SHALL SUBMIT A FULL PRE - APPROVAL PACKAGE 15 DAYS PRIOR TO BID DATE TO THE ARCHITECT, PACKAGE SHALL INCLUDE CUT SHEETS AND POINT BY POINT CALCULATIONS. OMISSION OF ANY OF THESE COMPONENTS SHALL DISQUALIFY MANUFACTURER, 2, POINT BY POINT CALCULATION SHOWN ARE BASED ON FIXTURES IN THE SCHEDULE ALTERNATE MANUFACTURERS ARE REQUIRED TO PROVIDE POINT BY P IGNS ° ,USING, THE - SAME \\ZS ° AND FACTORS LISTED ABOVE m 2 ATT LINES IM %N ERAC 9 .r PH Gx - job ^IiCI :F'^ IN L�fSR`71NC- &-% C. F'LEF.�N'rrlRY w{ �n4L '!mss snl�c¢ nl7 J'S Gab Type: sL{ BIS� Paint 1 ECOLUME E GENERAL DE SCR IPT10H: Tha f-o un0 ECA(EKGW la a mcdFiingar arn-rmunwd area IUmnalre.'he 2 p C racislan sa9manfod uF-Irai Fiy+r:I521111F. 171`13Vk,e r- - 4U1r91J I hjTr kv�llc, F wii I Laao utila ll ++du pule 1 you rr�s mid gl&,a "illy ll_TF•a rr['i:a iiq rfi ❑6WRbled Jar4J lire duelr I'M) IEF is oxhudcd durri%um. Tho Ev:ilumc IumirpLm is oomploteJy DmIDd wid giolkutod, aTomrvring intrur n fiam mcin6u -a, iirmoaLi ar.d aon±nmirtf.�. CUTOFF PERFO RMANCE: Flat .glass fens lum ir1mp nos peowle K.-I nuw f performance. Sag tees Lurl irolkas wi n Z Vr'QVoptkz5 .se-to lcw: ?r sockel pasidon or Vial .' 3taFT optics prci'ic a s,&m!tculloN pwlormance. CMar say lens luminaires pmv de oulcfl pladcrrrlance. M PAERK IiQ1JN3 as miiinJ ok r WATM%GE WILTAGIS E1NCFR OPTIONS ECR1el 1 3H ;;a7r. ^.r 37' aFaP BIS� Paint r En ow [tie ,r rl 7a r111 ea ,dni¢� cleaLrr a Ik F r yl A , r � ° tl Y L7JL i9Lt - dhJ1L NLA !'I wirb. - iml ?I r2 elyd �nlly:.wliums mw 7e1ld. Rv1e Fa rra rur i-PI i pirs w Id Iirrlila5oi .. ur Urey4c _Sr� 'vc'rs Al��r ors�>f I- tel Cory. HP ECA14 I , ' SaElsre Ar•1 Mount to m ro ;m Lr -CW14 14' °gU:r%l alrecl:VV211 M&-w.: Lutrivair$ i Single Aa ECA1B 1Err SjU9r9 Ar %nin• Luna rrn. - m Ecwla 38' SgwjT; bkrurdWr Il MU'.#7: Ldr v ifArli 3 'Nkr1 Aeselultlp F-CA23 27 Square Ar• MuuII: Lu nd -to ECW23 25` 9alwre Dlreol WF11 Ma• -ir L4f4 241M TWnAm 9 at 9V 2 3 r.BPdl I K3'�r � A,° rx urigrr ra.•n Er:YS rc .n rem• h b oc�a EC WAI A id' Ski -°rte 47!.11 6.f t pith Arm 9 8120 Trlpla BI 1" mr: n.^rS ul�o b9rr EC WA 119 iti - SkV--- W.11 U -p-d xi H-I Arm 9 Qued A&E*rn ory ECWA23 zs, Sgrmrn Wmll baou it wilh Arm w•r•�rr.Irt..o.r rl.r vrk- o.a... •,,.k Mwilxontal Ueda 44rg %ml L+rrrin i Id sH fy c,a II SV'` Types III 4�rck =i: Ltimp Q 11as�v nab Ir, Ima rn+ V r 9H t=e 111 FU T yyppoa IV F arme d Th ror4lo r:i ^ai Lam 1�9� �•Y4_ .9 - gr P ran €H 7yrm IV rorvrardThrow CAV" TyprsV VertiLed _ui ri 1 r EILC Rzv-lLgtlt Can 4o' 3Y-MG T41Ar III Vrr:ir w LtmP• Ilcduora Nadir Guadhrx:w*r V'oo'x �„ i1v r,r�.'sas +r+ + r. EGIi'uTp. 1219ANC- TyTmVVarunW mnp,N50LEE- 111MaxitirGa"Ispower*W 1111 �7■*IT`°�rd� ¢�►+�"�' rn`wr,•y,ollaa.M -,dam rrti`iiuyu optw.dn�fa br,7°r•a Gr2 arFwr ,x- �r.i'4 r�Nnm"a.i+�mA IEarc7i.71ar anfNarPa7�ir CrH y *...;r•r„14}.,},tS+r�- s+..r; A.. �� .,;:..,..r.Ye:/+ye.+,•.,nrL..., ,+•Ry�r�at.r+:,•,d" as r>f SSW 'rpv Ill Uhrrlcal -aww M&*Tlawa- %Swni -w_,cff rera' 9 *fwr urge errpaay.a�rr r.rr OSV' Ty" V Va lica I Lrrnp Me knesd&eh Beer i-c eaff Ws !e 1+r�*rr + V. 120 947 2 _V" 1981_1 ^ } ° ?e 3l7HTf IF} 7�mP5MH 4) A66PS k1H Q1 #s 3rN�JL71F �� 6rTaR5 YIH 2Da 488 i 240 QUAD 277 amlaazwrr r.�vs.tl k M2 ORF 0P :: - ae Pahl OLP BIS� Paint WP Alh" r43Int HP Nalurul Alurinuln I'eRd 0 gPClcnul GXpr Pair)'. HS+; �rch"A'G S�rrr��. w OC'�A1L'rl.Y. SC 2 3 r.BPdl I K3'�r !r 4�y..a r41.,r..,.�.a_. t}•ay lrE r,r a..} rr..' � .t, µ Phi Ips Gardoo 15 IT ClorJfs 9srT ®r Road San Marcco.TX 7a665 (800'1 =7 775e (6 121 - Ma -105) FAXL r61217fF-7256 WMALe:llalIUMrM.com C Z;"TUT. 2V O- - 1 ;p%'JRI p. N FWM F4WdrV1KL r7R@I cm C'*VIP -1 E CM r%h 1IV6 cis=* "mw Inn rlGrrl tc cmmpe nkme - ar �r'nbary uw dr i}9-or ra :r d d rrmw rium ran s a 1�2r1: ,sti•c r-d-A n.p.r,c. Snr s.a91„ n nrwvac MEMC9 LI\iFTIId[; L. Ph+Rpe Oarbn Jnb CFOICESINLE4R&INGOHLARTER 127`!ENT.ARV!EEH CIL wa Ya�r�.nctad writ' r5J 8r:4R Notes : "M '+Hb"R+rW i54 Krti+ r 1 ECOLUME ECA /ECW GENERAL DESCRIPTION: Tho Eonkrne ECAiE- - W is a m-ck hoar arm- moun7ed area uminaira_ The prLudon w7n optisel s7lslsms pre ade Mqulre7 117. lawt5, ;xmnnn IIILminsllon, wig gala spacings ma cjwe czrdit. Thn hxming s firmed and Ina doer Imme Is im"ari Akirg rl„m Ti19 E[xluer -4 Km1nef64 0 tcmplerelr FJI9rl Orel g koiled 5%1*nSri�p Iniv2F~n trw r Wl n, IMM. 19 Arid CoMem l9. CUTOFF PERFORMANC E= f tat a1 lens Iumlraires prnYld z hd cufoft p.erlormance_ Sag lens Lim ila :res using 31PIOV opllcs set 60 k_ xxkak r"rx-; I ar.%A5,¢r:nstiii 1 r4 irsr rr n Ha- awni-nuL iifpIaG"mancrr Cfhw aag 1mvq I _jIninair$rc p -r -ida cuh f rF4fc*manroi. PriEFDC VIDUNTINC 01MRIBUTi17Fd YfA 1 VOLTACE FJN19H civ nON9 =C 41 1 PLC 275 [Al -i 27; B�� r-rtbrtlha [=@F C004 eft lee appmprlsoE bm shove kale: Phelps 0iLm.Q rugiRa" w_9 P-Lhl e a mrftwaUar- knkall mrnblrwrkma a"camRllurs dre vend- Aarsr is name below Iar inwivalwE and RrlrlrslPene_ tear gmmiU•1B re"{.neemg P'.naee aimmufft this railsrk ECAIA 10 Squ f.rrn LAourlt L-ar•7rorra ECVJTd 1,0 Square Di,ect Wall MaLzit Lminei e 7 SFIg18 AsrealrB.Y BCA10 IV Square krm LIDL1nt Lmse uklra EGYPT& 19' 3quara Di •e-,r Wall hlatint L_anirrsi•e 2 - Ndin A&sarnbly ECA23 23' Square term r+loum L m,naire ELYd2$ P Z.7 iarn CA T -r Wall Mn-_ nr L :.mirni m 209a Twin A7 dr l-ly at AT mnrrr�' q - ,.d p.., is >o�rn^a Yr ace „cl ut�fa EG 1$' q "rar+a Wa l !,lather YuKLh A - $ Tf1111Q at $ .�7rrnFaa'9GcrX'V%-. ECYJ41S iA' Urdui'hArIT $�i20 �Ip1esi,217P * ad EUVAAL9 23':E:N= Jre We 1 LAeuld w h Arrl. LVr i'16r MM1 an7EiYd urr,mrYFY nYr Har rag n tn! 1 g R'p V@!1L4 91 L 91M I? R P iy"Y upek3 wa 4'.pu 21 1 e 11 a VP pr_� Ty III Vmlj =: LAr.jp as r,adlri+ . "#*s*'ar s rI.10, 34 IYF:. III FV'' �1Pt IV F:Drr r_'c ThrvoA %brjaw, Laimp '� �� FH Type IV FG -emrd Thruw 04T's' Tyrxs Ld Vcr l mniI I wrap k-4 fain 7.ekliegFrt €Lr LFr i aV-F1NG" 1 9r III Vwril•Fa Lam p. P:duwtJ Nud'r Uppo lPp4H'6r 2e`ael�': :1Wb.I gJr.9afl'.`•r L'�19•�M•'4drra v ov. +vwluna►ryrKa Q4LnWC' TypeV Verimal Lamp, RedLcwd Na4-C f,r'spiawrw xyE_� •'ate fcc�, -r.. .T =:+ - "h mwix - 1 ' iR ANf t mi iyr<tC.CRP ilr2h5,[C'711V+�'9rr^.41 A.`�M1^la la Y - 9a"1 YwAKb. U TyF4V ^rmrn,fa'mEgr�.9rm AatlimCJ,s�.°atloYrrrr,7R.mar. bw.rauwga.'x tor.brrti� , asY' : TW III V-1" L:m,p 1`0+ 11N nslurdt: uri gulf r2d•woyI d rrrrtae ry Ew�oartooeurao 09V We V Lard, hta Ir:aa1ar'D Beni- au!of! NA rrA&ti. 0 AM • ] 1a' 3W 1 38 947 2DD-Z" Ia]R Ir' 21D0Y7H `.• a.7 214; V 6+09MHH 0 "9ffTilp U RN,P9 rAH 2W Sao rawcrrr ...,c 249 IMLIAEt , 7fiR9M Ha N,7 7tirIPqa11-r ° 'p 776P9 haF1' 277 ri! 7'Um+rg.'r 'rrsa I io e. nv BRP Bnw7e Felyd 13LP GLae't"rl � S 'Ar.r':.,Gp,F�kC•.'•t1•'kY•hriJ �+Ye ,ud �.�iSn-0[SPtirPYUCr1f�Y�e -. ,SOw - } ° 32�P3r�•I + =(e' iSaE"SRi•IE' 7406 P73Mi+f" d4ylenC de lete? 1�SpS7r H�+I"E1 HS+; Inle-m Beam 96F {•Field 06'• � ertz See f !r 4�y..a r41.,r..,.�.a_. F FL I ' C2% DL eriz SUr4be - Til-ad ;a v.' 4 rgg.,bcsosarµ r A a aJCVA, rrcayl >xs5�'aTaaotner_eeacs�r�t, LF 1 Pnl9tlrle nF >�+ 0924 " 1_r adz Ems , gsr�r Q 11as�v nab Ir, Ima rn+ V PCT' Lod+irU'VpL- PF:l EC rr7o Roca "; a 1UT'924' .Y IOU tme ig ciL7r - Illrrj Cr aW lo Rcmras B it -0v I�7p �„ i1v r,r�.'sas +r+ + r. Y,'.#I -11ai3a4rrrral - �irJIR°' Frerscr, IAr CM-UM Mellon 4C6pana ,I. - YCo,d•. If 5 w' 16 W � =wr 4rp w F+�su. PCR PI' "ItY3I }u AQ0 4_ia I.cr} 5'� F:. q ,. 5Q C LL 9 0 Kl and l Pub" e utsan �holb[Cn'J14 250"P3 400HIFS TC.MHPS ~/r.a ELPAW M F - = r r._ 14 FiMr 750"PS ' ,.M'R+,1 Q6V. -d 4t9e4Nn:1 - 4r m.'a rr 6x•aAW --r.01 y is rya � 21. 4aa.�c 2ss•:UJaa. vcn P7F2 Ne - eR FlUr 2 %t x 4' ]I{.}rJ d LL) i.?10 ck- ccuu!1}' arYj the UL er 15 rxY irlLied LL) pri3LC'CL krlt Ln S7tilE Ifi life awsStt"� r urd trill li^aos� Im' P7F3 1W. nP l ill- :3 . f.: Zr 5t R" NY.1 rr.: ns =c Z..t ,a 4.rw n1 _xrwxr r�•wu.xr ,..a+ �r PTF4 Pula- opR16er BIN -4' 9 0" mwft. 4aoHPS I4 5tio�' Arm '' A�IEk -Ne H nim;& -F Sa Me Lot -tT r r a J?d Fii a o� � 7•'1r��Rd o IJRkffi -. r{3r`91rr'7F agq+aOly 4UIm ATr '�uC[:!bI�rGIU f�1u 'e -uu MuU nl ,rm.. In F"1_- UE wmr 15651ac" 3af1 Yr GL}, ♦tlNk'rS_z1';n'u lrJ_ti.. +L di.YwrMT.r rr1++F 4' •r.wr bsr,dc Hhm,+.sep000e9�ra ACA"' harp 1- Sag -prig .G 6r 4bZ+rkoraacra (IGFi'Sr4 a6'a' Q'ask axtkW�w�tl rm:..w k7* wej W.. rrararxm'3 PnL.Y'• 1Ke1gcerhe 5 %q Lwm Mat ID Tag: (Dct,ail ' q ') Phi Ips Gardoo 15 IT ClorJfs 9srT ®r Road San Marcco.TX 7a665 (800'1 =7 775e (6 121 - Ma -105) FAXL r61217fF-7256 WMALe:llalIUMrM.com C Z;"TUT. 2V O- - 1 ;p%'JRI p. N FWM F4WdrV1KL r7R@I cm C'*VIP -1 E CM r%h 1IV6 cis=* "mw Inn rlGrrl tc cmmpe nkme - ar �r'nbary uw dr i}9-or ra :r d d rrmw rium ran s a 1�2r1: ,sti•c r-d-A n.p.r,c. Snr s.a91„ n nrwvac MEMC9 LI\iFTIId[; L. Ph+Rpe Oarbn Jnb CFOICESINLE4R&INGOHLARTER 127`!ENT.ARV!EEH CIL wa Ya�r�.nctad writ' r5J 8r:4R Notes : "M '+Hb"R+rW i54 Krti+ r 1 ECOLUME ECA /ECW GENERAL DESCRIPTION: Tho Eonkrne ECAiE- - W is a m-ck hoar arm- moun7ed area uminaira_ The prLudon w7n optisel s7lslsms pre ade Mqulre7 117. lawt5, ;xmnnn IIILminsllon, wig gala spacings ma cjwe czrdit. Thn hxming s firmed and Ina doer Imme Is im"ari Akirg rl„m Ti19 E[xluer -4 Km1nef64 0 tcmplerelr FJI9rl Orel g koiled 5%1*nSri�p Iniv2F~n trw r Wl n, IMM. 19 Arid CoMem l9. CUTOFF PERFORMANC E= f tat a1 lens Iumlraires prnYld z hd cufoft p.erlormance_ Sag lens Lim ila :res using 31PIOV opllcs set 60 k_ xxkak r"rx-; I ar.%A5,¢r:nstiii 1 r4 irsr rr n Ha- awni-nuL iifpIaG"mancrr Cfhw aag 1mvq I _jIninair$rc p -r -ida cuh f rF4fc*manroi. PriEFDC VIDUNTINC 01MRIBUTi17Fd YfA 1 VOLTACE FJN19H civ nON9 =C 41 1 PLC 275 [Al -i 27; B�� r-rtbrtlha [=@F C004 eft lee appmprlsoE bm shove kale: Phelps 0iLm.Q rugiRa" w_9 P-Lhl e a mrftwaUar- knkall mrnblrwrkma a"camRllurs dre vend- Aarsr is name below Iar inwivalwE and RrlrlrslPene_ tear gmmiU•1B re"{.neemg P'.naee aimmufft this railsrk ECAIA 10 Squ f.rrn LAourlt L-ar•7rorra ECVJTd 1,0 Square Di,ect Wall MaLzit Lminei e 7 SFIg18 AsrealrB.Y BCA10 IV Square krm LIDL1nt Lmse uklra EGYPT& 19' 3quara Di •e-,r Wall hlatint L_anirrsi•e 2 - Ndin A&sarnbly ECA23 23' Square term r+loum L m,naire ELYd2$ P Z.7 iarn CA T -r Wall Mn-_ nr L :.mirni m 209a Twin A7 dr l-ly at AT mnrrr�' q - ,.d p.., is >o�rn^a Yr ace „cl ut�fa EG 1$' q "rar+a Wa l !,lather YuKLh A - $ Tf1111Q at $ .�7rrnFaa'9GcrX'V%-. ECYJ41S iA' Urdui'hArIT $�i20 �Ip1esi,217P * ad EUVAAL9 23':E:N= Jre We 1 LAeuld w h Arrl. LVr i'16r MM1 an7EiYd urr,mrYFY nYr Har rag n tn! 1 g R'p V@!1L4 91 L 91M I? R P iy"Y upek3 wa 4'.pu 21 1 e 11 a VP pr_� Ty III Vmlj =: LAr.jp as r,adlri+ . "#*s*'ar s rI.10, 34 IYF:. III FV'' �1Pt IV F:Drr r_'c ThrvoA %brjaw, Laimp '� �� FH Type IV FG -emrd Thruw 04T's' Tyrxs Ld Vcr l mniI I wrap k-4 fain 7.ekliegFrt €Lr LFr i aV-F1NG" 1 9r III Vwril•Fa Lam p. P:duwtJ Nud'r Uppo lPp4H'6r 2e`ael�': :1Wb.I gJr.9afl'.`•r L'�19•�M•'4drra v ov. +vwluna►ryrKa Q4LnWC' TypeV Verimal Lamp, RedLcwd Na4-C f,r'spiawrw xyE_� •'ate fcc�, -r.. .T =:+ - "h mwix - 1 ' iR ANf t mi iyr<tC.CRP ilr2h5,[C'711V+�'9rr^.41 A.`�M1^la la Y - 9a"1 YwAKb. U TyF4V ^rmrn,fa'mEgr�.9rm AatlimCJ,s�.°atloYrrrr,7R.mar. bw.rauwga.'x tor.brrti� , asY' : TW III V-1" L:m,p 1`0+ 11N nslurdt: uri gulf r2d•woyI d rrrrtae ry Ew�oartooeurao 09V We V Lard, hta Ir:aa1ar'D Beni- au!of! NA rrA&ti. 0 AM • ] 1a' 3W 1 38 947 2DD-Z" Ia]R Ir' 21D0Y7H `.• a.7 214; V 6+09MHH 0 "9ffTilp U RN,P9 rAH 2W Sao rawcrrr ...,c 249 IMLIAEt , 7fiR9M Ha N,7 7tirIPqa11-r ° 'p 776P9 haF1' 277 ri! 7'Um+rg.'r 'rrsa I io e. nv BRP Bnw7e Felyd 13LP GLae't"rl �slcc SV.i741rr ,SOw - } ° 32�P3r�•I + =(e' iSaE"SRi•IE' 7406 P73Mi+f" d4ylenC de lete? 1�SpS7r H�+I"E1 SS= t•5f� - I" *!� 7''21�r,"1 9C rr9CRPn'' 147CNPE'' °ern*rarrr+nowMgr r 5 , .',TVA -wpb rLrG - Efw Fwcrmr* 4 ;.P— P9GRPC .71.2 ShI V -t2' • TL" Cl - rlkr}r '+ r.+w , r�rw10 nex. a.aUar�c.rnrd rt- a}il.r?111.X R�,r In 3 ofr?'IlrLruF6r P4 2'7MGE'' 91 SIt7eEII Icy 414rMrE 1 PI SMIrE" - 1 rhmirim 5}arer- P-C T" L 11F - -j Typo Pl ul�a:utrd rfva�lr 07524'- Puce S>lere.L,l-' T6 Sage 511Y'1!Enlhr4•. �„ i1v r,r�.'sas +r+ + r. .al"I 3 hrip �rllnpi 155 1 4mz E¢',wr PTUivion hr _,arcs M ri:n Plrmonca rr. 5W J4f v P' GI"t Sr°'AL ?4t rr - nc ral.s 175iRH' HG OYW 4"M Ir SgprAl• 1DDWH hlyr, F' N LT9 XPaLwit i9HF5F 154HP -V" 250"P3 400HIFS TC.MHPS ~/r.a ELPAW I 12.4" 5 400"P6 750"PS ' ,.M'R+,1 Q6V. -d 4t9e4Nn:1 - 4r m.'a rr 6x•aAW --r.01 y Phi Ips Gardoo 15 IT ClorJfs 9srT ®r Road San Marcco.TX 7a665 (800'1 =7 775e (6 121 - Ma -105) FAXL r61217fF-7256 WMALe:llalIUMrM.com C Z;"TUT. 2V O- - 1 ;p%'JRI p. N FWM F4WdrV1KL r7R@I cm C'*VIP -1 E CM r%h 1IV6 cis=* "mw Inn rlGrrl tc cmmpe nkme - ar �r'nbary uw dr i}9-or ra :r d d rrmw rium ran s a 1�2r1: ,sti•c r-d-A n.p.r,c. Snr s.a91„ n nrwvac MEMC9 LI\iFTIId[; L. Ph+Rpe Oarbn Jnb CFOICESINLE4R&INGOHLARTER 127`!ENT.ARV!EEH CIL wa Ya�r�.nctad writ' r5J 8r:4R Notes : "M '+Hb"R+rW i54 Krti+ r 1 ECOLUME ECA /ECW GENERAL DESCRIPTION: Tho Eonkrne ECAiE- - W is a m-ck hoar arm- moun7ed area uminaira_ The prLudon w7n optisel s7lslsms pre ade Mqulre7 117. lawt5, ;xmnnn IIILminsllon, wig gala spacings ma cjwe czrdit. Thn hxming s firmed and Ina doer Imme Is im"ari Akirg rl„m Ti19 E[xluer -4 Km1nef64 0 tcmplerelr FJI9rl Orel g koiled 5%1*nSri�p Iniv2F~n trw r Wl n, IMM. 19 Arid CoMem l9. CUTOFF PERFORMANC E= f tat a1 lens Iumlraires prnYld z hd cufoft p.erlormance_ Sag lens Lim ila :res using 31PIOV opllcs set 60 k_ xxkak r"rx-; I ar.%A5,¢r:nstiii 1 r4 irsr rr n Ha- awni-nuL iifpIaG"mancrr Cfhw aag 1mvq I _jIninair$rc p -r -ida cuh f rF4fc*manroi. 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MmrerCbra a<Ra �Ci .al"I 3 hrip �rllnpi CYFtr PTUivion hr _,arcs M ri:n Plrmonca rr. 5W J4f v P' GI"t LaEP -;Typo MLMp� cle SG " S36 E13mi -i 1s MJrA U r Fw* PCB BLxr Fl• 11rd P �Aao Sc•1 5iH Thrnu91 Tho rrlTtrlfiJLgal r.asHrlg pracxns. ---JIJr SF1un crm ri-NOL ple:lr_t hauO a 1101 � r11F" qr �. df: #r =iMr _ r,__ homc J!Lxeel IV .. _W �ralrros Y -2wa Appr A-t. PTF2 P =re T 33 Filler 9 3 W k 4' ]I{.}rJ d LL) i.?10 ck- ccuu!1}' arYj the UL er 15 rxY irlLied LL) pri3LC'CL krlt Ln S7tilE +s a,7.�r..sr w.w..rraadrw.,ra wry rxr P7F9 PnIR T a n FINnr'- 3I.C''M R. r. 1o4DMH n W+s w +'.118 r. TQ h rcrr W r�rxi. •yy ar.rCJah y r` � rtiF P7F4 Rcte Tip Filler S 1 2.4'X 6' mwft. 4aoHPS a sw vFwowa Tsne AP'ti" AC I :OU06RRLC&-*- PMMoklT ••+per IT , 31 G,.' abtraPPV rrr�ILar15t1P5oralaalC�4ati�� "[PL0- AT. �jL&WU&Knudke- Ter'onh1 uh'. ��Y,4 ,}1195P4 1: M 4Y aGi'P.9 o-o-��,,��, +- ilp8nl'a Iro��dlrr4rd,xr -'KaEr lr.NPHkM ns.y.,+wt.•ti..�..'r�.ia, .O CR" ArS'�o �3 Laps cs asr 7+' tirere4JrFra (#x•r.�aa+M°�m.f�.r�!4 i". i wJi�'m1's ar:"d�. wk i2` *,sw�srwm Wfj3A O� RELY" I'dom - loin" SW LJar e Pnlim+e oaraee 1e clevr�lver�r wean sr� rr�TI�TJi7afoaa taaojs��a I57q 7w -loao rxx: [5161 7sa~�ro.s yrarr�r.e'ul�'�xJnpeern O(k4pyTiyrr. 2OMPErl rm Giu%.A'r7 =bT#nur - wu 'nOrl dieal ,ragTrgh„rECU'n: R�r4y vnn re�e awn lllnr #'r dealy+elu'a ilav bNludr�. d6,cl ul .IUl3ica.i.,� as -ar rho --Y. oonlrx,rra r.tdt nn3 proGv 1621 E-0TMr ()vpical Details of oncre #e Poles Sky Cast Pole Builder i w� 'h V r;RADF CL C w e h " Role T op Tetior1: (Dt'lttil ' h '} ❑etoil h r',/nc•b'r•.y 7/1ar Isdrllw • H' ".�} z#oC5 rA7' lOOOGr�IH' Mq�t*n •JbPkr avull00 e 4po requt3 t. 'Of urn l"r71r$ o r suppCrr arms ITountea uiresliv on .asoRSll . GaamaF4s'aT.r �71I Pe 1.lOCIYPtl —d2 1n5,e1't5: Metal ' d2 'F E4.ckrnic `moo tisa R� t>�"M PE +. ro-ts. Lannof arms, or o r altactvrr_'nrs. All InE 9 r hot aipIpod ps Iva nlzed MmrerCbra a<Ra �Ci fnr rnnsclnum r_nrrnsirn In rinirarion. In : ;Prt; in r,-- ^ar:llly nvinilnhla - r+�ith 1 {4'. EYC NCE" G-3 a 0 2IONCE" 1 .2 315610E "'1 • D etai l 1: -woo rlbave Grade Aperture-, (Dcqrail ' e ') P �Aao Sc•1 5iH Thrnu91 Tho rrlTtrlfiJLgal r.asHrlg pracxns. ---JIJr SF1un crm ri-NOL ple:lr_t hauO a 1101 29G PSE "tom` 5201P5E "" �- ,riv) racA. idc-6Lil rlx Wier! inslalleliort. A,ocaA i; a "ru rorrr Oir -lacdy in _ r,__ homc J!Lxeel Lhu ur)r1Cr4:Ll`. A VdrleLy of Slf'CS Gil dwaiLaUlu {dttaIii 'a }_ One -urld cif khe hole Iyr ]I{.}rJ d LL) i.?10 ck- ccuu!1}' arYj the UL er 15 rxY irlLied LL) pri3LC'CL krlt Ln S7tilE �fwiv r�' ,FT�7r ' 1rti YiW ssoMH' naMH` aaurAF' 1 1o4DMH " hr .rn rriln M P-3' 17 diPB mwft. 4aoHPS i000HPS e�^r� !�aPh ^' CG 11PSts cii pn1 v io 3:' =' fcxn -7-1 ThrMgtl holes (d 1 1 am- providecx Its mminr t'hp fit€- T'OMM 750HC5 LuTe arm. ( 11, :urid 1' Lllrrxryh 5 ore L3Esxi availuble) A seL>�Nrld 1 1Y2 " x3' ' 1{I.,I K'7'fi5 aid JOA',flrl u'.a.SMU • br BUJ.^ Llr 1.klvd ~ A' -SLJ S' RELY" I'dom - loin" SW LJar e Pnlim+e oaraee 1e clevr�lver�r wean sr� rr�TI�TJi7afoaa taaojs��a I57q 7w -loao rxx: [5161 7sa~�ro.s yrarr�r.e'ul�'�xJnpeern O(k4pyTiyrr. 2OMPErl rm Giu%.A'r7 =bT#nur - wu 'nOrl dieal ,ragTrgh„rECU'n: R�r4y vnn re�e awn lllnr #'r dealy+elu'a ilav bNludr�. d6,cl ul .IUl3ica.i.,� as -ar rho --Y. oonlrx,rra r.tdt nn3 proGv 1621 E-0TMr ()vpical Details of oncre #e Poles Sky Cast Pole Builder i w� 'h V r;RADF CL C w e h Role T op Tetior1: (Dt'lttil ' h '} ❑etoil h � lorixis drys rilVL1:1LL3J )r: 5ipEx =R:L11V cl-siy irisQrLs Lo plcxJici2 Lrlr2 suLlrlural capocr1N tix the apec.ltic JoID. l plcial to - o-i size .s 2 718' OD x 3'- otr_trr sizes _ avull00 e 4po requt3 t. 'Of urn l"r71r$ o r suppCrr arms ITountea uiresliv on — rJ ll top - -.f line pole. the k1'Iri ng exits the to of the pole and thr t- ten race - Wra —d2 1n5,e1't5: Metal ' d2 'F Inserts can be cast clrectly into the concrete pole when required for ill.reading ro-ts. Lannof arms, or o r altactvrr_'nrs. All InE 9 r hot aipIpod ps Iva nlzed fnr rnnsclnum r_nrrnsirn In rinirarion. In : ;Prt; in r,-- ^ar:llly nvinilnhla - r+�ith 1 {4'. 3f8_. lf2 - , a /'Li' if4 ". Lx l NIC lr 3r i LjS. D etai l 1: rlbave Grade Aperture-, (Dcqrail ' e ') Thrnu91 Tho rrlTtrlfiJLgal r.asHrlg pracxns. ---JIJr SF1un crm ri-NOL ple:lr_t hauO a 1101 ,riv) racA. idc-6Lil rlx Wier! inslalleliort. A,ocaA i; a "ru rorrr Oir -lacdy in _ Lhu ur)r1Cr4:Ll`. A VdrleLy of Slf'CS Gil dwaiLaUlu {dttaIii 'a }_ One -urld cif khe hole Iyr ]I{.}rJ d LL) i.?10 ck- ccuu!1}' arYj the UL er 15 rxY irlLied LL) pri3LC'CL krlt Ln S7tilE lion of the wi ❑uring Installal :lcn. IF side moulTt arm is rcgLlircd a 1 1 /2'• x 3" Wring aperLure is cast i:Tto TIC PKDI c. Tr,r, :iIH'rL.Jrti! i1 E131:iLC3[I ';0' 1:1 }Jrw!r I:TC1S:14' /;Itir'. rrSa It - u. ViArr[l F 1-:T11'_ .i i kytaic. - r36 y 1 : f1 irrhnn from t`9.Fm tnp cF Tha Fsrlln. {Ina nparttjm i, prnwiriari in r1 Vrm- cii pn1 v io 3:' =' fcxn -7-1 ThrMgtl holes (d 1 1 am- providecx Its mminr t'hp fit€- LuTe arm. ( 11, :urid 1' Lllrrxryh 5 ore L3Esxi availuble) A seL>�Nrld 1 1Y2 " x3' apertL.rO Ca-1 de Installed tar a Lmin arm a.rrangernont IT sp'ecrtieallyr statue, cn 3' x 9" order. 4 }n top s pInsrk: cap N rq suppiled vandard- A RD C'.sp, may b LL SutnLitulLxi it Liles rer3 Derol t Mat ID Tag: (Dct,ail ' q ') 1 T.3g-.;; cqn tsa Irsrallnri at v;grJnL lor_aHnits_ IITFnn nn tlti- If) Tae - n .UrJeS MdF9- 1 i,H(AUFL'rs N arriL:, rlei -PI'll. L'iii'iS� WL'ILJIiI, lie ll ". S34' rnHHullac. ear id — c PU'e nurrl L}ef. r+ } 5 Hanel Holt- Frame and {="er: {DPtar7 ' f ') T fY.;cm - i , i to 44ir`dlL4 Irl`iid : Itm prA ii pli7Yi qNJ I h rom; lh H Mr1I r1L iJrl rill ISIn i:1 ul.r; pv lei. TI-m hide.! hta�e is LyrpJ u I ly IouaLwJ ti7J UluL a YPUr kei f iJ 4iFIq Mu har i — lli7k'_ Lti c1ILaD fa €:irKI ixi corTll rioI Irrlfr =. II Iti FIE IrFF1 All Y IEx:a1[rd 1 1F3 irx3xrs rIt: {Emr! •'' 1� finish d rgr adr1. Alt€o-mn#a Mnncl hnln Inn.-ktinns non hn nc'mmi nodrit€rri if :,pgc if - + x 2 i ' 2 " $ � 1.'2' x 5' �L:B ~AH1 -d urn ur{i-L-l. I'ul us sire 4i iipp1E,C1 uvi 1-t1N hHrldr Fluld cLw-;L4 H LU�ch+2d'f.'I Lh I 1,'2' x 3' tnrnpr_'r proor cc.rc -tPx for punllr. cafnrN_ Data Il f t GrQ Llrldirlq; ML`UM1 ' L ' Sky Ca cu•1ur�-_Lu uelus ar41 supplicd 1A'ittl a 1r'4" diw rieLer L:urlLirnxY.Is I grouiaing rod running trio 2i of Wo polo. Trio hand dale trams arc 2I13Lr trir_allly r_rxln€a k-.d to this rani. A c0pr.-Pr Lgu .ind wire €Jr thrs he nd hole cl Lhu put- and its Lxj ku LtIo irrs gruur{ iriq S1 Lurn. I or Ll *i t1PJlicn, 'u lht Fuler'G" in tic piUIJkj::Lcudt. Arrarry�--rr nLS can bib mbdiu fur all ulher e:luipi - Tw: nL nI0UF1Le1J can the rJ':ale [Et-. LrurlsfLxrrranii k be tx,rinuLliied to this gr0UndTbg rtsd viltlti 11t,a unc- of east In grot-riding lugs. Ii±.Llase strPPI]r UILAa lz L51 Elide rtyuiir;:rnenls aL Lhu Urno Ul crrtd 1•'3" JG F Bt -k,.-v Grade Apr. rrures: i'Dr_tail ' if '} 2 1.2" x t�' f?-.Icmo grpclp vArir.,g apertures am typir:ally pinnp.rl - 1 - ; bp.lrnx' agn fJfi in 11 rr, 3' x 1:2 all;x'r riL:rrl_!z rcol uridur yruund cablon. 4 ' x f LE SELECT R �FXTURE L ,� LA g Product Loco c !+lumber SC 250 X SG EU P a T G P Genera tad: i 2M 7f1 0. 10: 34 _Ai 26 24 23 22 21 an — 19 13 17 16 1S 321 y� 11 1 Ej 8 r fi 152 FMS H SHALL BE BRONZE 4 . 1 o 0 u r a}1� �L�Iv Fr�,vl Squsr'� a �1' i 2 I a � Tel:�519) X83- •32ii� IFax:� 519) X83 -+�6�5 AMSINC rlmnli$rinDanI % r101to I*useG as fin ;;Ic hnnn L)efor1e pr -cOUD'IOn. AND SLF POLE SELF T� N FOR F0 XTURES SLA, SLA2, SLB, AND SLF 2 6r >E Y .,r M 1 L Ig111 Flzmxe rc eissCwIl9F 1D: I NOW is 1 114' 12 TO' a' i~ L15 G Par6S 2 Light 5 Fi P€tures Sh th °o= P20 Flaauem 5 A G I,cta r Aulumr+ k+ Ed :w r. + Carpal -hian BrxrnLu Jr AA JW #�. ' # _ + Salt & Fapper ,' _ . ... 4t - Dusurl_ S3nli up l jip� *JL ' , •+ - r k T P - t ` � • �s ALALlaI wlors may v ary sligtlLIy Irorn s Lim ples saluwn. TI1 =: F= D3:' !`A=NT AN_ T 3 -,(k TE \TS ARE = P R=P.TY 0 RIP• 11 1 03..E MILL =. IN.;, 1AN_ AP= rS1J =G rNLN F0P, E �P =, P 0,1 =, N - {k, - E =_E =RAW1\ru PA" REPZC{'U:'7GT A4,1313' REDI3TRI NnliCLr - - E 0:'RME0 CCN3E1\T CF 31JT_ H03 - "_ MILS I\F__13 'RO Er BY _AW_ TO IH 0 IHi AW: F:: .ti •(N:)\NI - I1:; - IH - !.F P A \:ti A\I::'P F:N: W1 H IH AW F:Ak I HIl I11 \r: f:::l ? - t. A1111 - I - A�F1 1:AF.1 F - ESAFL- STAN Dl1R_a �,�u Jk^ sl�� • . � 1491 r � I t I �'.y �1 W,Itarxm f.I,<k:�� : F:ngin� cling u r1 _... M_ O CARYA VII Kr- t,()V, Pr 4116- Sill Wilkerson Carder p rvr -.J CnrTrr.> .P, .S;?r9 o xuwaucu J. _ J'.t. �gln; L iniiticurinQ, It1c' BURf.E -IOGUE MILLS, INC. �}/ ; ?. 1: I' .1 �:7ry 1130 Business Center Dive, Lake May, FL 32740 1 0 0 L , s•l '.•:5..�4 -::. I'i.Y . a /I +"•�:'.,"I I.I c� -.,:�= n'.rrk n'�.:�. < r.. X07.3332005 AAC000233 51:NP6 fOFIPS 19UF1Pw° 1'JMiPB CHOOSE OPT.4NAL 1`11-10YOCELL Now P110 P27T +' GHOCL E GFTK 0d_ C 0 LENS ApPtl1e9 to L1 *1 1_38 arm L7lf Only LC - 9landardf � CS - HOCsr CPTEONAL LAMP ' ❑pl.i�na L.a Tnp.ioievaileble MU Incam lig hi sou r r,'nnr. 1]I_b!H 7dl.RJ'.H 100L_k1H 1501_h7H i 50LRa5 POLHFS 1001_141`24 15OLHPS CHOOSE F FN MW (51.1_- UN neardr Prim Reset PN OH SHALL BE BRONZE 'Joi V- ` I y . 4 mil .# f A a y y 1 Air `'may �+ r wm rte,. O il- j VAL . l tiro ' twilight Sky zL Choices in Lear ning Elementary Charter School Winter Springs, Florida Oriontal Jado I w5- Tr- 3 _ r 5 4 �.• 1' -.art GFRY 41_ SIT -4L T Sr onotian YVhitc PERMIT SET 2010.043 10-25-10 DMS RDP /JAK /HJP Issue date drawn by approved by project number REVISION SCHEDULE h DATE DESCRIPTION 11 -24 -10 CITY COMMENTS z 12 -21 -10 CITY COMMENTS SITE LIGHTING CUT SHEETS SLm2 sheet number CHOCS'_ DPTIONAL'CPTM CF N4rw, h'3 R5 F RS CHOOSE CPTKNNAL LICHT U43 -J'WE [El-kLLAUTy '1 {inaan rl -S`ti rrG ardl 1 In+ra nd 5A PH 70 1ODMH 150MM W W W B H \1 U S C 0 V! Night Sky Azwc Jado