Loading...
HomeMy WebLinkAbout2011 01 05 Public Hearing 500 Choices In Learning Charter School; Special Exception, Aesthetic Review and Final Engineering/Site Plan Planning & Zoning Board AGENDA Consent Informational ITEM 500 Public Hearing X Regular January 5, 2011 , 1 Meeting Mgr. / Dif Authoriza ion REQUEST: The 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. SYNOPSIS: The purpose of this agenda item is for the Planning and Zoning Board to consider all the information as a basis for recommendations for the special exceptions, aesthetic review, and final engineering/site plan 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 Chapter 20, City Code Civic Site designation January 5, 2011 PH Item 500 Page 2 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 westem -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. 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 January 5, 2011 PH Item 500 Page 3 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 (i.e. no waivers are allowed from the comp plan requirements). 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 bouncb ry, 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. January 5, 2011 PH Item 500 Page 4 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 car 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 Staffs 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 (connection fees are typically collected before construction commences, to fund adequate infrastructure capacity, commensurate with expected volume). January 5, 2011 PH Item 500 Page 5 FENCES/WALLS/HEDGES: The existing development agreement allowed 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. 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 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. January 5, 2011 PH Item 500 Page 6 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. 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 were addressed in the development agreement and some were not. 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, below, and proposed for inclusion in a DA modification. 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 it 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: 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. January 5, 2011 PH Item 500 Page 7 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. 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. January' 5, 2011 PH Item 500 Page 8 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. 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 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 1" 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. January 5, 2011 PH Item 500 Page 9 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 Dover Kohl. Staff responses: Staff defers to Dover Kohl on this item. It appears 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 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 January 5, 2011 PH Item 500 Page 10 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. The proposed building is a civic building and does not appear excessively similar or dissimilar to the other structures in the immediate area. (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 existing buildings, structures, and signs in 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 January 5, 2011 PH Item 500 Page 11 (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 these features in an appropriate and tasteful manner. III. SITE PLAN: The site plan is consistent with the comprehensive plan and the City code, except as noted. The Code issues have been listed for special exceptions. 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). 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. 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, 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. January 5. 2011 PH Item 500 Page 12 They project 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. 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. 2. All previous meetings relating to the Charter School have been advertised in accordance with City policy including the concept plan approval and the Development Agreement approval. RECOMMENDATION: Staff recommends that the Planning and Zoning Board review the following items: 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; and 3. Site plan Staff recommends that the Planning and Zoning Board forward a recommendation for approval of the above referenced items for the Choices in Learning Charter School to the City Commission. ATTACHMENTS: A Location map B Existing Development Agreement C Approved Concept Plan January 5, 2011 PH Item 500 Page 13 D Dover Kohl memo E Applicant's Special Exception Document F Final Engineering/Site Plan & Aesthetic Review Plan ATTACHMENT A V ■ 1 H Lake Jesup ■ 1 G ■ / F O a d 1 W U V —4 a. Rte" ^ ` = `ft� — - � \� -v t.., N ,—../..„. \ 4) 302 CT • J� ‘,\ G �v v 430 1020 CENTRAL ...WINDS m c p-'3 38 PKWY n� �jp U 740 Z� / r` / ► c w v V 74 0 �� r �� �� } • v ' ' \,74 6 i* Z 9,L l -, / D 747 ' 748 - Z � 1 / 749 � � \ I750 73 O v ■ 751 i h 752 37 r � \\ 7 r i '. 'L 756 Z 4 Z 1 1 756 G ni 58 co ,,1 760 350 'a \\\-, `, c a1 0 % i \, 762 ---) ' 764 � o " � ji 766 330 • �(/ Central I 768 Park O' L 770 1000 • i / v ; X 4 1 772 i °D W 7 : 7 -___:: J 774 310 yp0 870 s B ��o, m 778776 .. ■ / _ _ _ —�� mo R 434 1 • 2 A 3 - 4ontinueA Pg 2415 - 0 6 • 7 • 8 `,' 1MILE `"= NOTES: • 1 W �,� • sR ' - 4119 _ -- Municipal Address Map Book ° 200 ' PRINTED: REVISED: smeows Feel - .�- Apr 2005 1 . 2 . 3 • N m' City of Winter Springs, FL J 2411 PAGE LOCATION KEY MAP WITH 1 & 2 MILE RADIUS RING$ Developed By: Southeastern Surveying & Mapping Corp. ATTACHMENT B ■�� asuIa����� ��>t����N - - w)RWRI E HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07468 Bp 0208 - 2251 (18pgs) CLERK'S 11 2010124076 RECORDED 10/26/2010 09132158 AM RECUR/DS FEES 151.50 RECORDED BY T Snit THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony Garganese, Esq. City Attorney of Winter Springs Brown, Garganese, Weiss & D'Agresta, PA. 111 N. Orange Ave., Suite 2000 Orlando, FL 32802 - (407) 425 -9566 6 v CHOICES IN LEARNING CHARTER SCHOOL DEVELOPMENT AGREEMKNT THIS CHOICES IN LEARNING CHARTER SCHOOL DEVELO ENT AGREEMENT (the "Development Agreement") is made and entered into this j day 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 E. IT "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 • , on June 14, 2010, the City Commission of the City of Winter 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)(1)(c), 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 expansion. 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 Development Agent City orWintes Springs and Choices In Learning Inc 2 Plan. Further, the elevations and roof lines depicted in the Conceptual Development Plan for the 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. 31 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 to the success of the overall project; and, therefore, the City has agreed to implement an expedited permit review 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 improvements e shown of the Final Engineering Plans. The School understands and agrees that Development Agmement City of Winter springs and Choices In Learning. Inc. 3 Foundation Permit and any subsequent construction based on that permit prior to approval and issuance of building permits for the vertical construction of the Charter School will be 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. 5.3 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 CROW") 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 'reserve 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 Agreement 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 Hicks 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 arca 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 Parking 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. Development Agreement city of winter Springs and Choices In Limning Inc 5 8.0 Joint Facility 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. (ii) City special event parking; (ii) meeting space for City held community meetings/workshops and Parks and 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, extraordinary 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 Fencing. 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 Sign/Feature. 10.1 The City and the School recognize re at the northwest corner ofinstall th e�Proposed Site. a Winter Springs Town Center entry sign/ 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 hall b l n form nd content and reasonably acceptable to the City. Any entry sign/feature 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 the 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, r, 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. DevrJopment Agreement City of Winter Springs and Choices In Learning Inc 7 11.0 Expedited 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 shall 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 Severability. 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. Developmad Agreement City of Winter Springs and Choices In Learning, 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 be liable for any claim or judgment, or portion thereof, to any one person for more than one hundred thousand dollars ($100,000.00), 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 part'. 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 shall 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 Ag :anent City of Winter Spring and Choices In Leaning, 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, term 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 Majeure. 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 Event "), 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 Lien of Taxes. 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 ycar 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 Development Agreement City of inter springs and Choicer Tn Learning. Inc I 0 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: JIJ Print Name: Name: hi � g ilek _ Title: ,1 i, r 1 Lagglie - 17./40/041 Print N• : ff# ' Date: ? I /O CITY: CITY OF WINTER.SPIZ S, ,VLORIDA, a Florida municip0,0011 nit.i . . • • Jah 1� . tat , Name • o Print N e: Cwt ,yk Title: 0 ,1,,...1_0 7 , r- Date: S e p X- �_.! I _ tti∎..'' �tName: • • L - • .: - - Development Agreement City of Winter Springs and Choices In Ironing, Inc 11 STATE OFt..ottl TN), COUNTY OF 5E1-.11,J:3LE The foregoing instrument was acknowledged before me this /4 day of Sefitra»60w, 2010, by , as of CHOICES IN LEARNING, INC., a Florida not - for -profit corporation, on behalf of the corporation. He/She is [,X] personally known to me or [ 1 has produced as identification and who did (did not) take an oath. ° M4DRBVR31iWER # * MY COMMISSION t EE 000459 otary ' 0.tate of ri-o R 1 D h EXPIRES: Juh 30, 2014 Print Name: f1r-i beGso 1 11-1 1.- " o Bonded The IWO May seems My Commission Expires: S 30, 201.1 STATE OF 4-164 COUNTY OF1t�C The fore oing ins en was acknowledged before m this . 1- day of & Y O. 2010, by 7i{ CL- , as ►x-k1 OF WINTER SPRINGS, FLORIDA, a Florida municipal corporation, on behalf of the corporation. He/She is [ personally known to me or [ 1 has produced as identification and who did (did not) take an oath. (Notarial 5 NO mry F1orlda a'1 Andrea Lorenzo-Lteces No : 1 • ' , b IC, . to of diZt-41 � MY Commission 00664334 % ' a* f E 111 Print Name: ' 111 My Commission Expires: — / Dewclopmcnt Agrccmait City of Winter Springs and Choices In Learning, Inc 12 EXHIBIT "A" PROPOSED SITE Exhtbit A Development Agreement City ad Springs and Choices In Learning. Inc. 1 LEGAL DESCRIPTION A PORTION OF LOTS 18, 19 AND 20, BLOCK "D" OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20, BLOCK D, RUN N 07 DEGREES 01 MINUTES 11 SECONDS W ALONG THE WEST LINE OF SAID LOT 20, BLOCK D 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; THENCE 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 E 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 MAP SECTION 77070 -2615, DATED 12/10 /98 AND OFFICIAL RECORDS BOOK 2784, PAGES 1199 AND 1200 OF THE PUBLIC RECORDS OF 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 OF 31 DEGREES 15 MINUTES 12 SECONDS; THENCE FROM A CHORD BEARING OF S 51 DEGREES 00 MINUTES 46 SECONDS W RUN ALONG THE ARC 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 RIGHT -OF -WAY LINE A DISTANCE OF 48.00 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF A PORTION OF PARCEL 109 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 OP 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 8.70 ACRES (378,797 SQUARE FEET) MORE OR LESS. -4 io L IAM E. LUC -*., P. .M. NO. 5782 TED SHEET 2 OF 2 'ONIWINVOS littl ),10.1.31dS1111S411 A111181931 i . ,,,, • , . . . • , • I , 1 „,..,./. of ' i ,1 ' V:i 1' ", , . ■ . • ' , , q 43,. • ' 1 .,. 1 ‘ , i I , . : . . fril „ 1.4.: • ,/ 1: .., .,. o 'N,■ I . 1.., , ,`., , 1 , : i • 7,.....,, , . " . t '*i#: . ''.' .. -: • rr; „ - • • .I \ '',,,. `. A :' .. . , . ‘11100117, ,, 4.." ".'....... .:, . ' '.'' • , 1 r , • , . \',\'\ qV,, RI, .2 • , ', r I :4, • , .,., ‘• .u.,,, ,,,,, . ., .• . • . t 7.41(3,1,,Y., .,•,,., , F„.'..ski i. , ..„,..„.. • ,..,,, - , .... . . :,:,•,,,, ,:',,,.;•.'...., .,,,,: ,,-...,r, ' •---- - .„, "A. Il ,;.,;:k,- y , 6,.. ,,,',,,,•:.• - r ' ' t fri ; 1 ,, • 7 . 17 : '-'.." ■tt, 1 "0 . , , . , ...,. 4 ,„. ,.,.,. .‘ ..„,, .... • ' .. It • 0.01040111 ', ii ,i ,IVI,,',,i,. h / 14 '''t • I ) ' 0.1. 201... 40 • . • .'„ 411tilignir, .. . 1/11 't,':-'!''''.. r ' , • ,14,,Viti:611 ',' i 1 ' .• , ilttnIT,IN • 00."11•10'it ill ,', ' t4 ' l'4 . ;Fr' • ' j■ .".',. ' t . . • 9 \ .,1, . ofuttitilutrrISI ! . ,..,. .... ...:. •,,, .t„ •,' • : ' • ltrirffterigiiii Ftligi'' ' ''',.''',;.I,t ' Jo ' • . ' ' ■',‘ . 'kr . 1 . „ : ,• t •• ' ' ' ' :f ''s. '1 ''''' '3 11 ' • . . " ' 114111 ''i'll:ri!'ll''' ''' „,,vatte,,tt.,ty;',.„..r., .'',•'. •” .\\\ .:•. 11,,,, qv • ,,,,;,, :‘,,,.- , , ;,,, fit■ ' ' ' ...,. - -,', 1,t,i ''''...,:, .- •"...,,,L1-. :1..b • . " ' ' • • ,' " .1 '-'• ' ' ''''.''''.'-- ' , I.' '''' " /11 It '444 . " 11:,,, „ ,-, r .... , o ,.,,,',',■,. ,,,.., ,.. ' V .. kl ' 11,;•!' ,-, ." '''' 615 ■ ''' " \\' iK1 tt , 4'..,... .' 4 t. - •;$ , ,- '' \ 1: i lt i : joriti ,1 1 .„....,.. ; „-„,,,...,,-,,,„,,;,,..„,...-,,c. „t„.. ..51730.1.0.6,1.4■4uirievar•ai■Wim441 I , , ■.', f . ' 014 , A Ih ik \ ' .ggi 11 :, 1 . 7 , 1 r • ..■ i , ....,:.'■ rri 4 , 4, !,,. ' ''': •i •, A , . 1 :,. ;.,,,,,,,.;,;,,,,:.,„,,, ,,.,,„ ,,r.: 47 %, ' • ' ' ''' ' ' 4 '' *, ,,It •,i * , , ' ■ '11$,'I'N ,'..p iiit .,...,,,,, ,,,.,,.. ,.,' , . ' . • • 4 4,1 4.41' ,, .''',... • l• ,... • . .. .. . . ''''' • '" 'kfili . ... . . • .., ,. i• ,,: ,,,,,,,,• ,, ,, • ,.,, '. ..,• •-•••• PA vIk .1,40, ,:.'''''. , t „, ,11 ,r . , . , ,, ....„.. . r '' ' '',1r,lor Wm ' ..,., .i/It).11.:,^,, ' 1 . I:, . „ . 41, , hi,:,11,,,,,,- ... i4 :,,, .... _,,. ;.... , , , '''.' . ' , Ir ,,, •,. ,,„,,,, ,,,,,,.„ ........ _. _. e... •....'!"9-mr.4",m1..4,,,, .4° vt41t 4. 5 ., . • ur • . '' ''''' . .A....., ', 4144 A I.. F 1 ?0 .. t . ...F., ;J.; ' • 1 -' .t ,'.::-, 0 '''s... ir tid • ' 4: '' ' '' '1 01, , ' :;... ill 11"44 i '''' • • 0 ... ' " • 1 . . reef'? ' ' , \ I \ ' '''' , .. i•-•• ' t''),/ ',i'l- Ifb `.1..■• • • l' .' '.,. '• 1 - '. ' ''..- I P' ' • • ' 1, ')' ' • -. '. ''' ' ;' ''',I,t' s. 1, - • - ,, ■ i .,. , , ' I — .' , , ' ,,I , k, '....: . `',.. 1 1 ,1 ,..:, .,,, . . ; 1, i 4 1, .; ,., , Jr. '''' ,,,,'; , , , • . ,, _ ' i • _. ,-",,1-$..- ..,- ' - -• .- -•-.1 • . 4.. , ' '' •... ' ' '. 1 ' Nth. .(.../N 4 A' 4 'e', • ' '..."-' 1 .! ' ''' - .,'• ,,•, ' '''frql'',N' •., '''-,,,',' ,. l',' ', ' , ,.; i . - • ,. ' I .t l ikii'' '• • . . 'titi'.. "... ','': ::111'g!,.!'1‘..''.',:•. ) - ' • f ' t $ I . .. ' '..'1':"; ' ,r ,. - ■ , ', r ' •"') '41 " ' .', t', ' •• 1 , . , • , : '' . • . • • i r , . • . i .' i r. ' , ' Iti, • . .. , ; ., ••,,, '‘10 ' . .. r . • ; 41 , ,p-cii.il Vi „ • . i i, .. • ', •...., , ,'. '.." 1 , .• , ,k ,, .. ' , . , ' "*Aii f '\ ..,:y •• 1 .• ;., .,„., . le ' 4 ..h.''''• ' SIT "B" CONCEPTUAL DEVELOPMENT PLAN • Exhibit B Development Agreement City of Wmter Springs and Choices In Learning Inc. ELEMENTARY CHARTER SCHOOL ■ , , WINTER SPRINGS, FLORIDA 1 � . ', tl T�" ; {Ir r { r r �., ,r r + A , n ' i i . ' •1! •I,l �, � � t; T , . °15 -', ... G, ^. . , +,, 'TAR' ,'Y • u u x . 1 , r 1 lS1 IJ J ,, I fiia. r f ' r { ..,,, 1 I � ,, ll I f( �f �' , ' , •'t ( {,yi. g } .r „, yr u ' M llrti(Y} ,'i,,,k,r, �!`. %i ' 7 i `i ,, i y gR L iv, , ,Y - ( ` i'. ti •,. .t 1, 9 . {i7 } , ,,r . . 9Pt {r ^a:(',' +,o)1 'i� ,,., i ;', if..i''. old ,f tL, •' ,,,+ IR , _ r r ,l • , •� : 1 , ' {h '1�. i rl''' :�I .w � ,,, DS t r °" � 1 I r '0 ,, 1,, ` A, ,� 4� '' f „ 7 .∎ . Fen,Pt1 4 9 ,T 68 � 1. r �, •! j� �, “.- � ' JA' 11 ' I �� i' J„ r1 Ay(Kw P '+ , I'}b / � ''u 4' ,r) J i '7'''`r - . w I. 1 . � 1 i • � '] . N {1 •' (11 � ?(f. I \ I 1. /1 � 0 ^ {1d l 1 , f,,. .„ „r. ` , , Y ' R�W�+ i�4 ! 1 1 '' ` F{ ' t 341 al '.I i{�- }` G� 1 1 1 � � h } r 41M ' a ' ,., � ' , a1 , r � I 111 ` - I ` +] I' ,,�f ': siston' • f t P ,.. ,,,TA L % to . . a r �t ' 'f M' JI r ° M + ' � �� Z,• " tl I ' " J U I J ' FEN�EO ` ' 1 \ ' 9 1 ` ' , Y, , 1 r . ,' / + l + 1, .. .�,�Y' s ow.' . 1 Ilf ' )n :(, yr ' : 4 1 4 /11''-`: , `t ,�,". 'Ilk a 1,' G Y 1 • ,p R ' - 1 i 1 Pl r i : 1 IS • ' l ,� � ` � ` � •1• � M-- �- -�r.r r � y'1ft F' . h1 1 i t ... J! .�+ �.y� tl.' + ; 1 A i c A � _ y 1 �, ' ) 1 1 \ 1 y �,'Z e E u.\ p,, � ' rg' \ 1, v ,t 'a 1 F' "/ M IiM y-�`` �. , `� +-:. ' 1 0 {- � �i�'. ( J' ' , R . �.c � Jrt` ) ''. '1 6 n � 1:. 1 dt t '+Ki 4,•,4 C'ht Y, r"gfi 1 wl°{ A •. " '�+� ; ) \ _ IMIAMf L '�✓� { ti ' i L' \ I t L f',/';,'' , , 1 1l.i ;:1 1 i n 1 , , L 3 1W] , 1 J { r � . ,.. t •M'N;6 14 Y rw��1 ' , '1;j1 1 � ` - t r, ; .' '. '' 1 t i , ° ��. 1 .t { • 4 ( yr • . � F,. '^R w__ "T . I ,,'",, n T` a4.lo ,� �;, , ..�. I ; r n n • l lli /- : ?, 1I1� -r �t � J. 1 :i'•.!lWJ r tt ¢ .. rl, '.4401.:,‘,.,,,,,„„1_ a, :.rs,:,' Y ,) ri , ..',''':, r %. 4tqu� ` :.;:, ` r.. „I 1 „ 1,, ;' , b , 'i Z I{ \ i!! . r 11 t p 0 u1. 1, „ a i I lla ' . { '{ ' g4' 1 Lr! u,� `" ``�: ' s °i „ 4 r' ! -l l ' � 1 r ! rr u . , r. +' ,,, ,. . It ;:. • ���a!uU.�J,, rC t w +'~ • ,1"' 1 , • .{,J� 1. to „4 1. 1k " `a)t,ro uGLJ.;�. l a :I , x ' '1 1 ' ' Q , +':, 111 �, �, V ' ?4 ' :+N t; " e , " i .i ' + I 11 � ' t y r ,.:,0): Y S P Y � . ?,, W: r . 4• 1 43 '''' : ' ,, ,,,,, 'e;'1'''' P 4 : •. 1 4• {$ 'A 1( :;� u :' � \ C , � ` f'I rr , �.� I• \O �•, `':.1: ,. \ � , ' ! 1 r ° ' .r'rv f(y r V 1 • y '�' -� t•, Po. * -. 1r:R(f' 1t1 , t \ L, , 4( '� ` r ntt ' • '' f , '' ' f ` 1 l'; a Tv+ I' . y, ' 4} r c rah u ,s.� yip .TO �I ,, , 7 )' `•�..� 7 � +1�' 1 r A ', r, OPEN PARK AREA: /.... C , �,:i , 4 ' ! ` , "f v ry t y ' 1 ':'L ' - h ' 1' 1;; `�� Y 1y 1 1 ,,'; � 1S{ �: 11 ° , IF t . 01/ 1 A f I ,/,, ,, 4, 11 ' ie 1 r 1w! . ' � � - �'Vr/ IJ ,i,f ( f :) ', • i y 1( iq � ' (( .. :.,11 '11 i' , vre. ' R l ,, .• � , : . �, pd ':fI „ M kt' � � ., • � , �� 'Y, : . ', a ? . I +i .,ft • Iii { I C r p ) 1 I �f p � yl J • )�`� \tog 1 �" f 1)''',,T ),h � 'N'11'F ', " � dl �'. r •' ` ' fi : i AS I i . • " 1 ' el' ' ; r ?i 0 " 41+!,3, u 1 ri !+ j I 1 ' '''t w` ,'t " `•\ t 1 1 �, ?I`'. 1 (y y Y, .... ygY11µt�,G!n,, , � a'f' ryyyy�� N } � 1 M i • f . I•f ` I � ,, t , 4104 i , h14d1 r 1 I, ,I , S t / 1 �r 5 /y r�..� �Y V , 1 '4 �1ry 1 h n ' P 1 .1 'lll•1� 1 ]F 1 i ' !; i1 '....44,,,' c r f4 . r ll A t °', 'T" f'll' r 1 ^ {j • 1,.',': ►h� 1�11I11r'yht r `'r' "� - r 1 • � .�n. r { • T L1� ,!':' 1 ? ?_ • `' f ,/. r2 r . II'1 •' (!1: , 'I - .• �� { ;': ,: 1, • ', '''�i � l4 J d !4 „I,S� t � �!�r,: a;,,� i �t;�i: rt 1 f.�'� .- w" ' .4 ■ -.r �' /JF' i lit ik C -t1 � �C � h ar l r„ J, r, �) S r ni ^w ����n �p g 1 hi j;r`(Y. � r n 4. r ] ' 4 • ° i .1 ,{ \.r �6'v '' ' tl ' T,j .f � i 6• '0' 4.'-'' b"I1 "' i i. ', C 1 ,,n� L4 , ° 1 1 1 y 4 11,1 f y �,, yA �, lry'4w. '111, 1 11‘.,..,0.,,f,',','5';,',''', P° I M 0 li " ° . • , f ' Ct C, . 1 r , � �i ' , ■ 61140 _ 1 !M ,. r t1:4 f t i r 4i '' r1 : h f ' 0 , 1 . " , ;, Al 4 , r ' 1 . r, 1 �1 e r,`VA,, .. , � 7 1 1 r �' r. � '�y !.1 P {; . •'� 1 I! t r ' ,4 r . 4' l HIJ , ,; 0 774 .' v fi I �A�� -, /?I Iyri , I IJV , "TM ' - �+•,,,r-,.,,., Ir^ , it,: - 1 •y q,r , Z Inr.• 1 4 ' 1 u l r , ,• f, tt, '... 1' ;; y . „i t 1 z n 9 . _...) ' , 01, ,(l ) .' ,, 1' , 1b 1.1.. li� {U1Tr �1 l • 741=121141., MASTER SITE PLAN - D.1 / w *imam. „ v ,,,,, 3010/11 oulao LEGIBILITY UNSATISFACTORY FOR SCANNING ELEMENTARY CHARTER SCHOOL • WIN LR ■PRING`•, FLORIDA PROJECT DATA I PRIMARY HIERARCHY: mum /1 04 AREA ISFI 10 PARKING PROVIDED PARKING PARKING CALL E "' CHARTER SCHOOL (TWO- STORY) 50,000 SE 71 ST PAVED I PER STAFF 165 EST .I CENTRAL WINDS PARK ,-.- _ -• ]I UNPAVED PLUS I PER 1000TUDLNTS (650) __ --- , ' - PT ON SITE STACKING 60 VEHICLES I log 511 ' Y g N0. 45 R Np. 419) I 1 - - - -- f _ � � ,,,.,,,,, 1 1 ya rFORMEOL (Sy RIWI_� =- 6 � R .._ "� . \ PARENT DROP O \\ \. .. I f O Y I' � 4 � 47 J ry t l 4. _ _ f S7 _ '�f l ,$3 �"P I'_' R S F N �` -- CHARTER SCHOOL J "} ...�_s... TD TV/f1 30.000 \ Q us SO.OIp SF �+ � i \ � (�. � ` -- " �. �,eY FENCED PLAY AREA ' �� \ 434 VIS \ \� Ar fM k P. 1, _.. w t `' \ ,S 'n1 - -r,._ — STB S.R -_ ._ 1 \1 ��..� iN ` / A OUTDOOR S6Ai \ \ Y .,. _• RETENTION POND 1 I . ` \ i • .� � � . J \`` \ f S 1 - - : PA, , , , ...._ , 16o STAG y � P • r /16 t _ • \ o r'At . C I "� J ' t . � r C I I 1 g q _ - ' ��EE / � -. 13',,,., , � � ��. t p,. FAON ;0 \ \ ( I�•. '1 a to ll S I�. C Op CL1 • ) _ \ ? a • 3 1 ' . `i► A & Ill Y� § 1� Q I OSTING TRIES l\ �1 °� illimmiiiii.„_____ ___ -° r-. SE , ii s JD REMAIN \ y vw _1 ••• sT ,,, e, : --- 0 HtERARC: ,•�. ,L-.4 ° "• , JqR ' ,' al� \' \ o .. 3 , .-- , r 4 6 I1 qo N $•R• ` y -- --Q.,,: " K '" \ � gRI F 13 4 \ - - P .. ,.,.. ISTING TALES TO REMAIN • / a ! s) , r�lyte, OPEN PARK AREA \ \ 1 I .r 4417, 11414 4 i , 110 :. 4 .14 ' obilli .1 i 0 , ... 1(-1:534 Nt,i ( z ‘e . ) sTh„ei 1 0 „mai (� X6+1 I • . F . " ,..,...... \ v T`� �s • ■ iv . (, t ssI? / 1„ . ,... '.\ \ . t` I EXISTING TREES 1 I TALLNSITE LT 131 N UN ,/ • t1ULL �, w� �'. -..�# Y ,�' 1 •E MAHYTBLLI / �Q' L,, 1 LD S1DP.LEIKLY.AW 'I* \\ 4 i x1 1 1. . P �• I \\ LE, 1 11 AK, U NTRPLW_ow ' \� � �., `t '/ `� p ' s. r I T '%,. , C , 1 L[ [S j \ \� G SIGN E6 `� 's ,\ -P O P{� r �\ r r R '3 P � ' TE � '. �� Y N 1 _ . mik • •' . Y , \ / t "wg/44 41111,11411L LAXL WAY FL 327 ,, MASTER SITE PLAN - D.1 bi ll Y 1407 151,11115 464101n1 2010 016 0511.10 ELEMENTARY CHARTER SCHOOL 4 A TA CI V Crv1C F EM w UINC *IASIZ •s • WINTER SPRINGS, FLORIDA 6 4 il ■ ET WFm PARAPET FACE[[ SAPRYNS A CIVIC MIMICS " 00 I CORNICE EXPRESSIONS •#Ili . .nn^• If .EPDEDSaN LIME 1 i 4_ IF . I 19 ( a ; . '; _ /• ' J ' ri.11 L. ...lip!, _ , l „, ti.lpwq, . ! ._ • _ _. V _ lr_ i r , 1 ' . - . 'T .. :. T ��v •l ■ NORTH ELEVATION (PRIMARY HIERARCHY - CENTRAL WINDS PARK) . M. "!'"" T ADI[ I K C ASNI II A UV M[[MGE �.. , I _ ! •f CORNICE IIYM[[gl/ �,I1 T l /41SI ., / Li '�.�„ .... _. ... .,. "" ii y igif 3 f • ii Ian (, j» a Ili ( I • P, J I r MAIN ENTRY ' 0944,••••• ■ SOUTH ELEVATION ' I [E. 414 VISTA[ TERMINATE IMO CONVERGE MPROEIMATELY AT MI FOCAL TOWER S6LaT .i ;f T S7V i , STEPPED PARAPET FACADE COCOMM RSEEKIMf I EEPOEES A U YK PR[rNrA i —&11A1.--_ , .� �1 , Y om • ___t__ .. �r ei ` - _ Meebbrr. M u a bel t d In NTH... in the f 1.1....... _.... nv�RlsuoN LIN! • �'W wl concept swwnb M awen ••�� S WWI FhsM N the anon pxne. Only DR final do* and <emtrvObn *amens (� ! r fl !!I I s �FI w Mwe the the design of w w, with awWd a rw«d pro/. + pedal relationships. finish n..b.w. and ad au w P" Is 4Nt P1.• " A .'c. .►.JP •• .. 4 NICKS AVE. R.O.W. (MO 4 4) ■ WEST ELEVATION (EASTBOUND S.R. 434 VIS1'A TERMINATION) „30 „4, OR CONCEPTUAL ELEVATIONS bhm 1 ufawl» 2010016 057).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 definition 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 1 5% 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 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, 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 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. ORNAMENTAL FINIAL ELEMENTARY CHARTER SCHOOL METAL LOGO AND M -2 METAL DOME TILT -WALL, VP PRE FABRICATED CUPOLA SIGNAGE TEXTURED CONCRETE T ■WINTER SPRINGS, FLORIDA CURVED PARAPET SEE ENLARGED ELEVATION ON 58' -p" FALSE LOUVERS CAST REVEAL HEADER, C -2 — � A6.2 STANDING SEAM METAL ROOF WITH CURVED FASCIA ALUMINUM STOREFRONT WINDOW C -1 ' CORNICE - TEXTURED EPS SHAPE WITH A SINGLE LAVER OF TINTED 1 GLAZING, M -3 FRAME I C -2 M -1 M-3 C -1 C -4 C -3 C-3 34 5 1 C 1 - BRACKET - TEXTURED EPS SHAPE, C -1 R x< METAL � 0 NUMBER M -4, ALUMINUM CANOPY ADDRESS A EXTERIOR WALL COATINGS PALETTE C -1 C -2 C -3 C -4 C2 - FIXTURE C4 METAL DOWNSPOUT, MATCH C -4 C -3, CAST REVEALS BASE TRIM NORTH ELEVATION (PRIMARY HIERARCHY - CENTRAL WINDS PARK) C -2, CAST REVEALS ORNAMENTAL FINIAL M -2 METAL DOME TEX -COTE TEX -COTE TEX -COTE TEX -COTE PRE - FABRICATED CUPOLA COOL WALL COOL WALL COOL WALL COOL WALL FUSE LOUVERS SMOOTH TEXTURE FINE TEXTURE FINE TEXTURE FINE TEXTURE STANDING SEAM METAL ROOF WITH CURVED FASCIA, M -1 _ "DIVINITY" "PECAN PIE" "PEARLY GATES" "TIBER GOLD" C-1 ' ALUMINUM STOREFRONT WINDOW 25A -2P 23A - 47A - 38B -4D TEXTURED CONCRETE C -2 WITH A SINGLE LAVER OF TINTED BRACKET - TEXTURED EPS SHAPE, C -1 TILT -WALL, TVP. GLAZING, M -3 FRAME CORNICE - EPS SHAPE, C-1 EXTERIOR METALS ETA C-3 M -3 NUMBER C -4 CURVED METAL C 1 M -3 ADDRESS CANOPY, M -4 M - M - M - M - 34'5" ________ 3p'2" C -3 C -4 ffl ® ®® ® ® "ANTIQU BRONZE" "COP ER PENNY" MEDIUM RONZE "ARCADIA GREEN" STOREFRONT 397X364 KYNAR 500 ANODIZED PLUS KYNAR 500 C -3, CAST ENTRY M -4, METAL CANOPY C -2, CAST M -4, METAL CANOPY YB1 N REVEALS BASE TRIM M -3 FRAME SOUTH ELEVATION REVEALS METAL COLUMNS, M-4 GLAZING C -2, CAST REVEALS G - 1 go M-2 M -2 METAL LOGO AND 58' -p" 58' -p" SIGNAGE CORNICE - EPS SHAPE C_4 ' ALUMINUM STOREFRONT WINDOW ' C -1 07 BRACKET - TEXTURED EPS SHAPE, C -1 TEXTURED CONCRETE CURVED PARAPET WITH SINGLE LAVER OF TINTED M -1 TEXTURED CONCRETE GLAZING, M-3 FRAME VRACON GLASS TILT -WALL, TYP. TILT -WALL, TVP. C_3 C -2 C -4 [ -4 [ -3 C -4 C 1 M_3 BRONZE - 34' S L e�rervmc M -4, ALUMINUM CANOPY ® ® A M -3, LIGHT FIXTURE Fm Iv1 C - _ - M -4 o a is a� HICKS AVE. R.O. W. C -1, CAST C -2, CAST REVEALS C -2 C 1, CAST BASE TRIM C -4 (OLD 434) METAL DOWNSPOUT, MATCH C -4 C -2, CAST REVEALS I ■ ■N ■■ REVEALS REVEALS P1,/ � WEST ELEVATION (EASTBOUND S.R. 434 VISTA TERMINATION) � EAST ELEVATION z 46 oq NOT LANDSCAPING NOT SHOWN EXTERIOR ELEVATIONS FOR ELEVATION CLARITY A6.1 2010.043 1221.10 METAL FLAGPOLE ALUMINUM DOWNSPOUT, MA EXTERIOR ELEVATIONS LINLHRULV LLLVHI IUIV 77_� Iv1 NOTE: LANDSCAPING NOT SHOWN FOR ELEVATION CLARITY A 6 .2 2010.043 1221.10 LHILLLK AIVU UUIvlr) I Ln LIVLLU�)UKL LLLVA I IUIV 77_� ORNAMENTAL FINIAL METAL DOME ELEMENTARY CHARTER SCHOOL PRE - FABRICATED CUPOLA FALSE LOUVERS M -2 STANDING SEAM METAL ROOF WITH CURVED ALUMINUM STOREFRONT WINDOW FASCIA WITH ASINGLE LAVER OF TINTED ■ WINTER SPRINGS, FLORIDA 589 GLAZING EXTERIOR WALL COATINGS PALETTE GLAZING EXTERIOR METALS CORNICE - TEXTURED EPS SHAPE ALUMINUM STOREFRONT WINDOW C -1 C -2 C -3 C -4 G -1 M -1 WITH A SINGLE LAVER OF TINTED ' C -I GLAZING, M -3 FRAME C -� C 1 C. C -2 M -3 M-3 C -3 C -1 BRACKET TEXTURED M -4 C-7 EPS SHAPE EPS TEX -COTE TEX -COTE TEX -COTE VIRACON GLASS VALSPAR COOL WALL COOL WALL COOL WALL COOL WALL BRONZE -4 "ANTIQUE BRONZE" SMOOTH TEXTURE FINE TEXTURE FINE TEXTURE FINE TEXTURE 397X364 "DIVINITY" "PECAN PIE" "PEARLY GATES" "TIBER GOLD" C a M 25A -2P 23AAA 47A -2P 38B -4D - C -1, EIFS CAP M - BASE TRIM C -2 M -4 CAST REVEALS STOREFRONT ENTRY BASE RIM CAST REVE ALS C 2 METAL LOGO AND SIGNAGE EAST ELEVATION AT WEST WING WEST ELEVATION AT EAST WING CORNICE - TEXTURED DECORATIVE OVERFLOW EPS SHAPED ,C -1 SCUPPER, MATCH M -3 ORNAMENTAL FINIAL, M -2 METAL DOME, M -2 O PAC - CLAD PRE - FABRICATED CUPOLA, C -1 "COPPER PENNY" KY NAR 500 ALUMINUM STOREFRONT WINDOW LE F TINTED WITH A SING LAVER OF FALSE LOUVERS STANDING SEAM METAL ROOF WITH CURVED FASCIA C 4 C -1B METAL SIGNAGE LETTERS, BLACK GLAZING, M -3 FRAME CORNICE- TEXTURED EPS SHAPE CORNICE - TEXTURED EPS SHAPE C 1 M -3 C -3 NoM M -3 C -3 C -1 BRACKET - TEXTURED EPS SHAPE C -1 G - 1 CHOI S C -4 C- M -4 ,,, °` ° °," LIGHT YKK AP FIXTURE MEDIUM BRONZE M ANODIZED PLUS BASE TRIM M -4 Y B I N C -2 G -1 G -1 M4 CAST REVEALS CAST REVEALS S TOREFRONT ENTRY BASE TRIM LOBBY ENTRY MULTI PURPOSE ROOM ENTRY C -2 C -1, WALL CAP C - , PAC -CLAD C Srucco ON cwu M-1, OPAQUE / M cnrE c - 4, Srucco ON CM ' 500 GRE EN METAL FLAGPOLE ALUMINUM DOWNSPOUT, MA EXTERIOR ELEVATIONS LINLHRULV LLLVHI IUIV 77_� Iv1 NOTE: LANDSCAPING NOT SHOWN FOR ELEVATION CLARITY A 6 .2 2010.043 1221.10 LHILLLK AIVU UUIvlr) I Ln LIVLLU�)UKL LLLVA I IUIV 77_� Choices in Learning Elementary Charter School Winter Springs, Florida rCRNIII JC1 2010.043 'z -zz -m carionnnaim crt�H date —b, aoo­am ,mee, ARCHITECTURAL �� SITE PLAN . mee bh 'ilITH pM1'a sti oONT. 17 e %3 TIES (d 31" O.S. T" IN. THICK APPROACH BLAB ON GRADE. 3,FOS PSI M CONCRETE VATE i14'a @'T O.0 E4 WAY �4" GRAVEL OVER WEER E/Sca �DUMPSTERENCLOSURESECTION CONTROL PLASTIC le: 1.V' =1' -0' a' " ° °LG'gl`HINE N �o1DUMPSTER &CHILLER ENCLOSURE ELEVATION OCKABLE GATE LATH N OLT(TYP OF 4\ DUMPSTER & CHILLER ENCLOSURE ELEVATION DlA nn DEEPRECESSesEOR 2 BO LTS ( TVP. B PLACES) P Scale: 114 " =1' -0" C19B➢.AI 93 +CUBS M72C. >I � �_ _ O'd31C.E1 Choices in Learning Elementary Charter School Winter Springs, Florida rCKIVIII JCI 2010.043 —2 -00 CAPIDWIARM CIAH rs,aeaale —F, eoom 11, omiecl number SITE DETAILS AS 1.1 aneelnamea, 66M / VVIVI�JI CR.- IILLCR CIYI.LVJURC CLCVf1 I-A / VVIVI�JI CR Q-11LLCR CIYI.LVJURC CLIZ f-I IVIY eurew_nocu_ 11ILD Irv.. 3 Swle:114 " =1b" 9 S le:,14._y -0. IT 11 #5 INGROILLED CELLS Y. SEE PLAN FOR ALGIF : I I G ' I ® ® dd 1 IL m I gP PRECAST CAP J j j BAR IT II: G I. u ® 1 1 it P S l BE AM W—F i i ® i i UGHT ^I F. 45 MERAR CGNL-/ 21 AF. SU TE IL ROOF OK (4) - N.F. 3.1 fl50D1.H7 GO LO-FORMED STEEL JOIST 01511 METAL FAIRIK'ATION1 IIII IIII 3A.6 AF. 3.5 L _ F, ON CRETE FILLED METAL FOLLARD ON I CLAIR ROOFING LOSURE WALL SECTION R . 17141,A1 ADHERED KEE MEMBRANE ROOFING R GID BOARD INSULATION "Ale: 1;1 11 OPAQUE M TAL SCREEN T INTERIOR [AN LM2GL1 1 14 07 2D SHEET METAL FLASHING AND TAM o7 2GA4 METAL DRIP EDGE o7620AS METAL COPING A TFACTED INSIDE FACE Z VI, 07 11 IIINT 1EALANT1 � 'lllllllllllll IIIIIIIIIIIII' lllllllllllll 111111111111 lllllllll 1111111111111' ° 792C.Al JOINT SEALANT 01 OLLO � METAL DOOR FULLY LOUVERED III —I I —III C(♦ 0922D PORTLAND CEMENT PLASTERING o922F B, SECOA, STUCCO DIRECT MASONRY T" IN. THICK APPROACH BLAB ON GRADE. 3,FOS PSI M CONCRETE VATE i14'a @'T O.0 E4 WAY �4" GRAVEL OVER WEER E/Sca �DUMPSTERENCLOSURESECTION CONTROL PLASTIC le: 1.V' =1' -0' a' " ° °LG'gl`HINE N �o1DUMPSTER &CHILLER ENCLOSURE ELEVATION OCKABLE GATE LATH N OLT(TYP OF 4\ DUMPSTER & CHILLER ENCLOSURE ELEVATION DlA nn DEEPRECESSesEOR 2 BO LTS ( TVP. B PLACES) P Scale: 114 " =1' -0" C19B➢.AI 93 +CUBS M72C. >I � �_ _ O'd31C.E1 Choices in Learning Elementary Charter School Winter Springs, Florida rCKIVIII JCI 2010.043 —2 -00 CAPIDWIARM CIAH rs,aeaale —F, eoom 11, omiecl number SITE DETAILS AS 1.1 aneelnamea, 66M / VVIVI�JI CR.- IILLCR CIYI.LVJURC CLCVf1 I-A / VVIVI�JI CR Q-11LLCR CIYI.LVJURC CLIZ f-I IVIY eurew_nocu_ 11ILD Irv.. 3 Swle:114 " =1b" 9 S le:,14._y -0. IT 11 REFER TO MNJUFACTURERS „ SPECS FOR INSTPLLATION 0 fQ UA, 951. BICYCLE HOOP RACK PLAN 10 -010 -0" V SURFACE MOUNTED PER IAANUF. BICYCLE HOOP RACK ELEVATION V � /Beale: ,,:2• =,'L• /1 SECTION AT FLAGPOLE JL—I 02921 I VL F\ I — I LJ CHAIN' INK FENCES AND GATE9 02921.A, 029]0 029)0.01 CHAIN LINK FENCING SITE FURNISHINGS BICYCLE RACK 09001 03001-4 0 NORET -ORK CONCRETE SLAB I ON GRADE 0s00 TOMHI T.is21 METAL FABRICATIONS STEEL PLATE PIPE AND TUBE RAILINGS 152TC1 La 21.E3 _21.M3 ALIAINUMTUBE PORT ALUTAINUMTUBE SQUARE PICKET 07920 07920.. JOINT SEALANTS FULL SEALANT BED '0350 FLAGPOLES '03s0.A3 '0350.83 '0350.F1 '0310.H1 '0350.J3 GROUND- AIDUNTED FLAGPOLE FCUNDATION SLEEVE FLASHING CGLLAR STEEL GROUND SPIKE SAND Choices in Learning Elementary Charter School Winter Springs, Florida 5 CHAIN LINK FENCE ELEVATION (PARTIAL) PERMIT SET 2010 '2 -22 -10 CAPIDT4IARUA CIAH ue date tlrerin by eppD dby pmlen number SITE DETAILS AS 1 . b mbe, �. bh OPTIONAL CONGSLAB FOR FUTURE BICYCLE RACKS PLAN NORTH B BICYCLE HOOP RACK SITE /1 FENCE PANEL ELEVATION )PARTIAL) � /s.le: 11TS =,W ROOF FASCIA DETAIL - VARIED HEIGHT ROOF DETAIL � s�ale:lln " =1w" 4 s<aIe:11n " =1w" (— 1'b 112' 07240.C2 SLOP= I 141' -2" e � 1 v.. �•...e.ee:e:ee:e:":eo- e e m n Afi.1 1' -2112' Q ROOF FASCIA DETAIL- LOW END- TYPICAL r�) ROOF DETAIL AT ARCHED CAP J sale: 11m' =ru" � J sale: 11n. =1 03521 LGHTWEIGHT INSULTING CONCRETE 03521.41 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURALSTEELWORK 05801.86 STEEL TUBE FRAMING 05001.F2 STEEL JOIST 05001.E JOIST BEARING ANGLE 05801.G2 STEEL ROOF DECK 05001.G4 VENTED STEEL DECK 0500, NIL 10LU DINED STEEL STUD FRAMING 05001.H4 COLD-FORMED STEEL TRUSS FRAMING 06100 ROUGH CARPENTRY 06100.E1 P.T.' WOOL BLOCKING OR PLATE 06820 GLPSS REINFORCED PLASTIC(GFRP) 06820.81 GFRP PREFABRICATED CUPOLA 06820.35 MANUFACTURER'S STEEL FRAME SUPPORT 01,31 SELF - ADRING SHEET'NATERPRODFING 07131.41 SET F - ADHE SHEET V)ATERPROOFING 0]210 THERMAL INSULATION 0]210.42 PERIIJETER WALL INSULATION 0]240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 0724032 E I BAND DETAIL 07240183 EFS BRACKET 0I240.C2 EXRINDED POLYSTYRENESHAPE 07411 METAL ROOF PANELS 0]411.41 ETIPOSEIFASTENER, LIP -SEAM METAL PANEL ROOFING 0]411.13 STANDING -SEAM METAL PANEL ROOFING 07411.0 METAL RIDGE CLOSURE 07411.K5 CLOSURE STRIP 07411.K] METAL RIDGE OR HIP CAP 07541 ETHYLENE INTERPOLYMERIKEEIROOFING 0]541.11 ADHERED KEE IJEMBRANE ROOFING SYSTEM 07541132 KEE SHEET FLASHING 0I541.D2 TAPERED BOARD INSULATION 07620 SHEET NEPAL FLASHING AND TRIM 0I620.A8 METAL COUNTER FLASHING (1 PIECE) 0I620.A9 METAL COPING 07920 JOINT SEALANTS 0I920 .A1 JOINT SEALANT 09250 1YP1UM BOARD 09259.11 GYPSUM `MALL BOARD 09250.C2 GLASS -MAT GYPSUM SHEATHING BOARD 09969 HIGH- PERFORIJANCE COATINGS 09960164 REFLECTIVE WALL COATING SYSTEM Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 12 -22 -10 CAPIDTVIJRS CHNI sue dale drew, by Jpp —dBy prolYa „mber I” S0 1111DILI DETAILS A 5 . 3 ­.t1-b., IN ROOF FLASHING DETAIL ROOF DETAIL 3 sszle: nn " =1w f) sszle: nn " =1w" FLAII ROOF RIDGE DETAIL r ROOF DETAIL AT CUPOLA FLASHING 9 ROOF2DEToAIL 03521 LIGHTWEIGHT INSULTING CONCRETE 03521.41 LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 1.42 05001 STRUCTURAL STEEL WORK 0500 STEEL BEAM 05001.43 STEEL TUBE BE A�.1 05001:4 STEEL ANGLE 05001.F2 STEEL JOIST 05001.F7 JO ST BEARING ANGLE 05001.F8 JO SEAT 05101.G2 STEEL ROOF DECK 05001.G4 VENTED STEEL DECK 0500, NIL COLUFORMED STEEL STUD FRAMING 0500%. SOLD-FORMED STEEL TRUSS FRAMING 06100 ROUGH CARPENTRY W S.E1 P.T.' WOOD BLOCKING OR PLATE 01131 SELFADHERINO SHEET WATERPROOFING 0]131.41 SELF - ADHERING SHEET WATERPROOFING 01110 THERMILINSULATION 0]210.42 PERIMETER WALL INSULATION 0721031 BATT INSULATION 0]240 EXTERIOR INSULATION AND FINISH SYSTEM(EIFS) 0724033 FIBS BRACKET 07240.C2 EXPANDED POLYSTYRENE SHAPE C ROOF DETAIL 0]411 METAL ROOF PANELS 07411.A1 EXPOSED-FASTENER, LAP-SEAM METAL PANEL ROOFING 07411.R2 METAL SOFFIT PANEL -11.K5 CLOSURE STRIP 07411.112 METAL DRIP EDGE 07411.113 METAL FASCIA ®11111 1 L ROOF DETAIL � scale: 1 1 n• = r -0• ROOF DETAIL scale: l ln. =F ,2 4 17541 ETHYLENE RTERPOLYMERIKEEI ROOFING 07541.41 ADHERED KEE (MEMBRANE ROOFING SYSTEM 0541.B2 KEE SHEET FLASHING 07541.D2 TAPERED BOARD INSULATION -GS SHE ET METAL FLASHING AND TRIM 07620.44 METAL DRIP EDGE 07620.45 METAL COUNTER FLASHING (1 PIECE 0620.40 METAL CO PING 0T620.M1 DOWNSPOUT D7620.LI GUTTER 17920 JOINT SEALANTS 0]920..41 JOINT SEALANT 09111 NONSTRUCTURAL METAL FRAMING 3 .81 STEEL STUD RUNNER TRACK 09111.C1 STEEL STUD 09220 PORTLAND CEI,IENT PLASTERING 09220.B2 3- COAT STUCCO ON MET. LATH 09250 GYP11M BOARD 00250. Al GYPSUM `MALL BOARD 09250.C2 GLASS -MAT GYPSUM SHEATHING BOARD 09969 HIGH- PERFORIMANCE COATINGS 09960134 REFLECTIVE WALL COATING SYSTEM 15001 PLUMBING AM CHANICAL EQUIPMENT AND SYSTEMS 15091..47 OVERFLOW SCUPPER 1500137 DECORATIVE DOWNSPOUT OUTLET NOZZLE Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 12 -2210 CAPID -RS CHnI sue dale drew, b approved By prolea „mbar ROOF DETAILS A 5 . 4 �nggc��mbe� ROOF�ROOF DETAIL�SLOPE TRANSITION TRANSITION ROOF DETAIL S. IA 11,2 =V 03001.53 TILT UP CONCRETE 44ALL PANEL 03521 LIGHTWEIGHTINSULATINGCONCRETE 03521.41 LT IEIGHT INSULATING CONCRETE ROOF SYSTEM 06001 STRUCTURALSTEELWORK 05001.F2 STEELJOIST 05001.G4 VENTED STEEL DECK Ofi10B ROUGH CARPENTRY 0610011 P.T. WOOD BLOCKING OR PLATE 0]210 THERMAL INSULATION 0]210.81 BATT INSULATION 0I2103B RIGID FOAM INSULATION BOARD 07541 ETHYLENE INTERPOLYMERIKEEIROOFING 07541.41 ADHERED KEE MEMBRANE ROOFING SYSTEM 0754132 KEE SHEET FLASHING 07541.G6 STAINLESS STEEL CLAMPING COLLAR D7620 SHEET IAETAL FLASHING AND TRIM 07020A4 METAL DRIP EDGE 07620.45 METAL COUNTER FLASHING II PIECE) 0762033 EDGE FLASHING 0T620.M1 DOWNSPOUT D76 20 CONDUCTOR HEAP ASSEMBLY -10.J4 FASTENER 0]]20 ROOF ACCESSORIES .D1 DTl20 EQUIPMENT ROOF CURB 07920 JOINT SEALANTS 0I920.A1 JOINT SEALANT 15001 PLUMBING& MECHANICAL EQUIPMENT AND SYSTEMS 15001.83 VENT THRU ROOF 15001.R5 AIR HANDLING UNIT ROOF DETAIL AIN ROOF DOWNSPOUTS WENT THRU ROOF DETAIL @ EQUIPMENT CURB DETAIL S'.1:112 " =1' -0" V ° /SOMk11Q =1'U V /Soe e: ,,YP =,'L• 318" (416) METAL SCREV,'S AT 18' O.C., LENGTH AS REQUIRED TO INSURE FULL DEPTH NAILER PENETRATION. PROVIDE SPACERS AS REQUIRED TO ACCOMMODATE ALTERNATE LOCATION. 114" NEOPRENE RUBBER GASKET CONTINUOUS AROUND PERIMETER SECURE CURB TO ROOF 11TH STAINLESS STEEL B0LTO. ) WELD TO TOP CHORDS AS ALTERNATE METHOD) HVAC UNIT CURB FLASHING DETAIL 4 BszIe:112 " =1'I Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 12 -2210 CAP1D —HE CHnI sue dale drew, by approved By proles 'Umber ROOF DETAILS A 5 . 5 sneec��mbe� 09001 CONGRETEV -S Q9001.K2 CAST RE VEAL DETAIL 0001.51 TILT UP CONCRETE'NALL PANEL .FIG GLASS- FIBER - REINFORCED PLASTIC /1GFRE 06tl20.El GFRP PREFABRICATED CUPOLA. 06tl20.E2 GFRP CUPOLA FINIAL'Y11TH LIN 06820.B3 GFRP STAN SEAM DDICE 06820.Bd GFRP FALSE LOUVERS 6682GS5 MANUFACTURER'S STEEL FRAME SUPPORT 0'241 EXTERIOR INSULATION AND FINIS' 3'TDA (EIFC1 0; 24G.E2 EED BANG DETAIL O7240.E5 EIFS ERACKET 0721D.02 EXPANDED POLYSTYRENE SHAPE 0]411 TALROOF PANELS O;d11.AS STANDI SEAM METAL PANEL ROOFING O' 62G SHEET METAL FLASHING AND TRIM O7 62G.A9 METAL COPING 0.62GEMN DOWNSPOUT 07 O JOINT SEALANTS 07920.D1 JOINT SEALANT 084411 ALUTAINUIMFRAIAED ENTRANCES AND STOREFRONTS OSdi LA2 AwVnINUTAGLASS ENTRANCE DOOR O8d11.AI A tAINULDFRAMED SAND0'll 09220 PORTLAND CEMENT PLASTERING 0922GE2 1COAT STUCCO ON METAL LATH 09060 HIGH- PERFORMANGECOATINGE 0996G.E4 REFLEGTNE IN- COATING SYSTEM aGU FE rcED LIE wuL 1 4 DG 10d31.D6 (METAL CUTOUT CHARACTERS 10533 PROTECTIVE METAL COVERS 10533.A1 4VPLMNAY COVER 15001 PLUTAEING &MECHANICAL EDUIPIAENT AND SYSTEMS 15001 A7 OVERFLOGNSGUPPEP 15001.8; DECORATiE DOS NSPOUT OUTLET NO-E Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 '2 -22-10 CAPIDMJRS CHI ue bete tlrerin by eppN dby pmlen number EXTERIOR ELEVATIONS A6 sbeel�embe, bh ---... "- ..... _. . sale: 3132 " =1' -0" WEST ELEVATION Sale: 3192' =1' -P' 09001 CONCRETEVIORK 13001.E3 CONCRETESTAIR 13001.K3 CAST RE VEAL DETAIL 13001.53 TILT UP CONCRETE WALL PANEL 15531 PIPE AND TUBE RAILINGS 15531.88 6TEEL PIPE HANDRAIL 15531.8] STEEL PIPE GUARDRAIL 01246 NLERIOa INSULATION ANA RNISH SVSTEVA 1EIFS! a; 240.82 E FS I DAN DETAIL 0 346.&3 EIFS BRACKET 0 FG.C2 EXPANDED POLYSTYRENE SHAPE 0;636 SHEET METAL FLASHING AND TAM , SEEM OCTAL COPING ws3D.VA1 D NSPOUT 07 2D JOINT SEALANTS 08116 HOLF11 VAETAL DOORS AND FRAMES 03116.A1 HOLLOW VAETAL DOOR &FRAME ASSEMBLY Lb411 AwVAINU-FRAMED ENTRANCES AND STOREFRONTS o8411 D2 ALTUINUAGLASS ENTRANCE DOOR 094n.A3 ALUIdINUE-FRAIdED wINDO`u 04986 HIGH.PERFCRMANCE COATINGS 09986.84 REFLECTIVEWALL COATING SYSTEM E49 SIGNAGE 10.D6 METAL CUTOUT CHARACTERS 10533 PROTECTIVE METAL COVERS 10533.A1 4VALM —COVER 10533.89 VAETAL SUPPORT BRACKET 10533.03 TUBE COLUTAN VATHINTEGRLL DOWNSPOUT 15001 PLUUBING &MECHANICAL E,HIPIAENT AND SYSTEMS 16AG1.AT OVERFLOW SCUPPER 16001.81 DECORATIVE ROVANSPOUT OUTLET N01LE Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 '332FA CAPIDTAI RS CHM ue date tlrerin LA bpp—d by RORe number EXTERIOR ELEVATIONS A6 sbssl��mba, bh / 1 �,1 EAST ELEVATION V ° ISC�IA: 3t9s' =1.A' G J EAST ELEVATION AT WEST WING � WEST ELEVATION AT EAST WING /SCeIe:313T'=1'L" A ° IGCeIe: 3,32• =,'L• O Q N�` C HOICES IN LEARNING 6 ENLARGED ELEVATION AT SIGNAGE NORTH & WEST :44 O HE G2 G2 _ CHOICES IN LEARNING inxv CFLnx BGHOOT, Iwa1.m MULTI - PURPOSE ENTRY ENLARGED ELEVATION AT SIGNAGE SOUTH LOBBY ENTRY T /SCSIe: 3132• =,'L• 5 Scele: ,l4• =,'L• O1 ����; aa1B,w HOICES II LEARNING ENLARGED ELEVATION AT SIGNAGE NORTH & WEST 03001 CONCRETE ODRK 03001.K2 CAST REVEAL DETAIL 03001.53 TILT UP CONCRETE'NALL PANEL 08920 GLA55- FIR — EINFORCED PLASTIC (GFRP) 08920.81 GFRP PREFA6WCATED CUPOLA 08920.82 GFRP CU POLA FINIAL WITH LIGHTNING PROTECTION 06320.M GFRP ST AN LOUSEFS DOME 08520.B5 MANUFACTURER'S STEEL FRNAE SUPPORT L740 EMERIOR INSULATION AND FINISH SYSTEM IERS) 0'240.82 FIBS BAND DETAIL 0'240.83 EIFS BRACKET O724AC2 EXPANDED POLYSTYRENE SHAPE 0,411 METAL ROOF PANELS be411.A3 STANDIN —AM METAL PANEL ROOFING 07411.A5 FOAMED-INSULATION-CORE METAL PANEL ROOFING 07620 SHEET METAL FLASHING AND TRIM 07620.A9 METAL COPING 07620AH DOWNSPOUT 01620.N1 GUTTER 0 "920 JOINT SEALANTS 01920.A1 JOINT SEALANT 09411 ALUMINUTA- FRAIAED ENTRANCES AND STOREFRONTS 08411.A2 ALUMINUTAIGLASG ENTRANCE DOOR 08411.A3 'I,d,um_ 09220 PORTLAND CEMENT PLASTERING 09220.82 3AOAT STUCCO ON METAL LATH 09960 HIGH - PERFORMANCE COATINGS 09960.84 REFLECTIVE'NALL COATING SYSTEM 0431 SIGNAGE 0431.D6 METAL CUTOUT CH AtACTERS 2 53333. PROTECTNE METAL COVERS A1 AY COVER '0533.% METAL SUPPORT BRACKET a001 PLUMBING& MECHANICAL EQUIPMENT AND SYSTEMS 5001.A7 OVERFLOAN SCUPPER Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 '2 -22 -10 CAPIDTILRS CHI ue beie Arerin LA eppR dby pmlen number EXTERIOR ELEVATIONS A 6.3 mbe, bh SECTION EXTERIOR STAIR 2 stele: BUILDING AND �� 5 WALL SECTIONS � o 12. E7 b h o 12 E7 �� 111 UL 1111 CP25C.C2 03E 21.A1 D30 01.53 TILTUP CONCRETE4VALL PANEL CROI.H' OE031.G4 O1RN.i9 002uV.C2 I 03621 LIGHTNEIGHT INSULATING CONCRETE 03521.41 LGHPPIEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK SLOPE 114 =1'4 �- 07240.83 D5 STEEL JOIST T. .TLT WALL OSCOP2 SLOPE il4 " =1' -0" 13' -2" T.O. TILT i.. 05001.G8 STEEL FLOOR CECK 05001.G4 VENTEU STEEL DECK 2 45.3 05001.H1 COLUFORMED STEEL STUD FRAMING 05500 METAL FABRICATIONS 05500.C1 ABRASIVE STAIR NOSING I J D5521 PIPE AND TUBE RAILINGS �- -- 05521.85 STEEL PIPE POST '5521.C3 ALUINUM TUBE HANDRAIL C9C6U. JEEJ.Bd 05521.C4 ALUIINUM TUBE GUARDRAIL 0552117 PIPE SLEEVE 001.33 1 J3wA3 '5521.M3 SQUARE PICKET Typ, A5.2 Try. 07131 SELF - ADHERING SHEET WATERPROOFING 07131.41 SELF - ADHERING SHEET L.VATERPROOFING C6411.43 0]210 THERhILATI 0]210.42 PER hI ETER TERVI WALL INSNS ULATION 0]210.81 BATT INSULATION 0724' EXTERIOR INSULATION ANN FINISH SYSTEN (EIFS) 0724'.B2 RIFE BAND UETAIL 0724023 EIFS BRACKET '7240.C2 EXPANDED POLYSTYRENE SHAPE -0" �.NDW HEAD DPP. 0]541 ETHYLENE INTERPOLVMERI ROOFING 0951 Al G '7641.41 ADHERED KEE MEMBRANE ROOFING SYSTEM 0754102 TAPERED BOARD INSULATION 07620 SHEET METAL FLASHING AND TRIM 483 11 493 082i0.A1 D7620.49 METAL COPING 2 07210.42 08411 UM FRAMED ENTRANCES AND STOREFRONTS 08411.42 ALUTAINUMIGLASS ENTRANCE DOOR 452 NHIL5 08411.43 ALUMINUM - FRAMED N.'INOOIA 0]Sa'.AI 2 -ST UCTU 0]641.02 48,3 07243.62 09111.)5 N A CHANNEL - - - - - - 05001.E 5 09220 PO RTL A ND PLASTERING G5G11.F2 48.3 OAT STUCCO ON 09220.82 3COAT STUCCCO ON METAL LATH DPP. 1061 5 09250 GYPSUM BOARD 09250.41 GYPSUM NPLL BOARD 452 \ / ��- a 090CI.CS Oso01.G3 / 09250.G2 GLASS -MAT GYPSUM SHEATHING BOARD 09511 ACOUSTICAL PANEL CEILINGS D9511.41 EXPOSED -GRID ACOUSTICAL PANEL CEILING SYSTEM SLOPE 114 .0 09960 HIGH- PERFORhIANCE C04TING3 T.. LAB '°.980.84 REFLECTNEWALLCOATINGSVSTEM 10533 PROTECTIVE METAL COVERS 1003.68 10533.41 LA NAVCOVER 10533.BE METAL SUPPORT BRACKET I I 1JQ3.A1 12435 ENTRANCE FLOOR GRILLES I 1248SB1 FOOT GRILLE IN RECESSED FRAME 05001.42 15001 PLUTABING A MECHANICAL EQUIPMENT AND SYSTEIAS 15001.4] OVERFLO',V SCUPPER 1500,.01 TRENCH DRAIN T.O. CANOPY I Os00La2 6,L3,.F, \ 3 \ 17 48.4 Choices in Learning m21J.61 ae.a ] °H"A J9U0.62 44.5 Elementary Charter School ] 33L TVA. Winter Springs, Florida JfuU.A2 �, 05521.C3 4 18 PERMIT SET A3., 46.4 16 05 >zLC4 2010 ,043 43.0 C5521.uA? ,22210 CAPID-RE CHId ,2 9 ue date drawn by aPProv Prolea number 8.4 8.4 1 inn n A SECTION EXTERIOR STAIR 2 stele: BUILDING AND �� 5 WALL SECTIONS � o 12. E7 b h o 12 E7 �� 111 UL 1111 03001.53 TILT UP CONCRETE WALL PANEL 03450 PRECISE ARCHITECTURPL CONCRETE 0345o.E6 ARCH PRECAST CONCRETE TRIM BAN[ 03521 LIGHTWEIGHT INSULTING CONCRETE 03521 -Ai LIGHTWEIGHT INSULATING CONCRETE ROOF SYSTEM 05001 STRUCTURAL STEEL WORK 05801 .42 STEEL BEAM 05001.81 STEEL COLUMN 05001.1`2 STEEL JOIST 05001.G3 STEEL FLOOR DECK 05001.34 VENTED STEEL DECK 0500, HI COLUFORMED STEEL STUD FRAMING 05001.H4 COLD-FORMED STEEL TRUSS F—ING OT210 THERMPL INSULATION 9121 S." PERIMETER WALL INSULATION OT240 EXTERIOR INSULPTION AND FINISH SYSTEM(EIFS) 0I24o.82 EIFS BAND DETUIL 0]240.83 EIFS BRACKET 07240.C2 EXPANDED POLYSTYRENESHAPE 0]411 METAL ROOF PANELS 07411.K2 METAL SOFFIT PANEL 0]541 A ETHYLENE INTERPOLYME%EIROOFING 07541 l ADHERED KEE MEMBRANE ROOFING SYSTEM 0]620 SHEET IIETAL FLASHING AND TRIM 07620.49 METAL COPING 0]920 JOINT SEALANTS 0T920A1 JOINTSEALANT 08411 ALUMINUM- FRAMED ENTRANCES AND STOREFRONTS 0841 1..43 ALU hIIN U M-FRAMED 'AIN DOIA 09111 NONSTRUCTURAL METAL FRAIJING 09111.81 STEEL STUD RUNNER TRACK DOI II E STEEL STUD 09111.05 Z -SHAPE FURRING CHANNEL D922o PORTLAND CH ENT PLASTERING 09220.B2 3-COAT STUCCO ON METAL LATH 09250 GYP11M BOARD 09250. .41 GYPSUM'-LL BOARD 09250.C1 GLASS- MAT4VATER- RESISTANTTILE- BACKING BOARD 09250.C2 GLASS MAT GYPSUM SHEATHING BOAR0 09511 4COUSTICPL PANEL CEILINGS 09511 -A1 EXPOSED -GRID ACOUSTICAL PANEL CEILING SYSTEM 09960 HIGH- PERFORMANCECOATINGS 0996034 REFLECTIVE WALL COATING SYSTEM Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 12 -2210 CAPID —ES CHnI sue dale drew, by approved by prNO'" ,6Er WALL SECTIONS A6 . 7 vz =r � sCaie: gin.; rn� N CANOPY TREE AT d �° G CANGPY TREE-4 4 0 LANDSCAPE IsLANOS fl 44 42 40 38 36 34 4e 46 44 42 40 38 0 4 8 12 16 o ° CANOPY TREE AT 4 LANDSCAPE IsLANOS 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 a o� CANOPY THE �� m 4D 44 48 4' -0" HI ALUMINU H ORNAMENTAL FENCE V J N N w — w — v ` _ — OPAQUE H LANDSCAPI DGE G Ti -AND5C H LANDSCA DIE c — 4 44 _ \ \ \ �U'\ YLT \ TTY \ \ \ \ MAT H GRADE CR /A o ° CANOPY TREE AT 4 LANDSCAPE IsLANOS 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 a o� CANOPY THE �� m 4D 44 48 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAY i, —date d.., by ­-Yd by prEnt numbat GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, 4' -0" NI AL NU H ORNAMENTAL FENCE V N w — w — — -AND5C H LANDSCA DIE c — MATCH GROPE ®R /W Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAY i, —date d.., by ­-Yd by prEnt numbat GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, GRAPHIC SCALE _ . . . . . .. . . . rM .......... ... .. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 10-25-10 DMS 2010.043 RDPIJ&KI JP Issue dale b� approved by protect number SITE PLAN - PHOTOMETRICS SL-1 bh 10027 Ilil Oypical Details of Concrete Poles POLE SELECTION FOR FIXTURES SLA,iSLAZtl-B, AND SLF ECOLUME ECA/ECWG- SEEM Sky Ca st Pole Builder RNW 8R K E E POLE SELECTION FOR FIXTURES SLA, SLA2, SLIS, AND SLF Ma yedge FWH BM M B10PIIE — h— 0,fl— A-1 POLE SELECTION FOR FIXTURES SLAlSLA2, AND SLF C -2 � 1002 ZL Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.043 10-25-10 DMS RDPIJ&KI JP 13—d'te &—by _—d by L I SITE LIGHTING CUT SHEETS C -2 bh ECOLUME ECA/ECWG=-1'. NEIMCO ECOLUME ECA/ECWu=-- I 2 EZ 110 Line p wn I I I Mini Sconce PHILIPS CM GARDCO A l I" LI-1111 IHIIEI E-1— 0 100 Line 101 Performance Sconce H— Ill M® ----------------------------------------------- 2010.043 RDPIJAKI JP MEMCO _."p r ' —1 T (D- 'e� ECOLUME ECA/ECWm= =11�L Erl 6 .;2�- Choices in Learning Elementary Charter School Winter Springs, Florida 11 T— T T A 11 mg PERMIT SET 10-25-10 DMS 2010.043 RDPIJAKI JP I, —date d"" by approved by pm eat nwnber SITE LIGHTING CUTSHEETS C -3 alieei number rs A"i"EV 1OD27 bh IMAGE OF FIXTURES 81-k, SLA2, SLB, AND SLIF Q 1 I IN a h TREES 6 PALMS Fb HEERT TREE REMOVAL KEY TY OT ICA NA E CO O A 51Z A G RE DBH QUANTITY REMOVED CREDITS REPLACEMIENT REQUIRED 10 4 Ilex C — f S481 oak Leaf Ho11 pP y Oak Leaf Hon y S' -c r a' -S' A.S. 2" cal, 3m —1, Fu11 to tie ground, Pyrlmlaal Shape. QV 25 Quercus virg insane LNe Oak Im' - 12' x 5' - 6' AS_ Cal, 0 I, a Canopy 4 266 266 5P s sadal palmetto Sabel Palm 12' - 1e' c.T. A.S. 51— on Plan 8 " -11' 129 2 258 TD E Texodium dT9idh Bald cypress -5 A,e 2' Cel, Is Gad. , Full Canopy 12 " -IS' 108 3 324 UP Im Ulmus parvi FOlia All— Allee Elm Im 12 Sprd 6 8 AS_ 2' cal, 30 Gal, Full Canopy 16' -23 104 4 416 24 ". 28 TO BE PRESERVED uA 21 ulmus elate urng� Elm 1m `2 "' r "e A.S. 2' cal_ 3m GeL. Fe11 canopy TOTAL 635 1,264 SHR1B5 a GROUND COVERS KEY — BOTANICAL NAME COMMON NAME 51ZE bFACING REMARK5 TREE PRESERVATION LDE 229 Lantana —pr— Friel and Lantana 12 ' -IS" bprd. 30 " O.C. I Galion, WII to Base DBH QUANTITY REMOVED CREDITS REPLACEMENT REQUIRED MCA I Muhlenberg la cep111ens Muh1y Gress 15' -15" Height 40 o.c 3 Gallon, Full POU 29 Paspalum quadnfa Evergreen Paspalum IS " -24" O.A. 4' O.C. 3 Gallon, WII 4" 6" 62 1 62 vas viburnum — a— 'Mrs. Shiller's Delight' Dwarf viburnum 12 'E x 12 " -I S' 24' 0C, 3 Gallon, Full g' 11 37 2 74 v 216 viburnum suspansum viburnum 24 " -3m' x 'a 24 36' CC. 3 Gallon, WII 12 " -E 73 3 21 VIBI m5 Vlburnum —Re— viburnum 3m' - 36' x 1a' -24" 42' oc T Gallon, Full ZPU 1ST Z-1l F-11I Coontie I2' -IS' z 12 " -IS' 3o' CC, 3 Gallon, Full to Base 16 -23 36 4 144 TOTAL 200 499 LITTORAL PLANTS LEGEND EXISTING TREE •rzE TO REMAIN IN O NOTES: l I. Use en 15A Certified City Approved Contractor for KET QTY BOTANICAL NAME COMMON NAME 51ZE bPACING REMARK5 CAE 50 Canna Fleccide Yellow Canna LTIy 10 -12 Ht, 3m" O.C. 3 Gallon, M1in. S Rinners FCC aT Pontederie cordate Pickerel weed 1m ^ -12' H1. 30 " 11 3 Gallon, Full Sop AND H MULCH 5 1' 5F Argentina Ba Ya contractor to verify am MULCH I Pine Bark Nugget 13 ' Min. Deep 2. Tree Berner, around trees to be saved, must be In GRAPHIC $GALE pia e prig any damorrtio teals. (Wren) LANDSCAPE NOTE5: I. It the event of variation between the o,uantitles shown on the plant Ilst and the plans, the plans shall control. Sod quantity take -offs are me responsibTl T[y of the landscape cotractor. 2. No plant --al substitutions shall be permitted o will be accepted .—ut the written consent of the Landscape ArchTCect. 3. Fertilizer shall " applied to all planting areas at the rate of 1 112 Ibs of actual nitrogen I P/2 lbs. of actual pMSphorus, and 1 I/2 lbs. of actual potash per 1000 square feet of planting area_ 4. All plantings shah be backs illad wTth a --d of 213 of the best of the on -site Boll and I/3 peat moss_ 5. The landscape c asponsble for Md immediate repair, at his /hero expen any s o utilities damaged by these -site landscape construction operations. 6 I s u-s responsibility of the landscape e s an o prt plants holn felling or being blown aver. The landscepe ontractor shell aightan, repai and/or replace any planes damaged by a failure t p roperly stake — , guy any trees o -site at his/her own expense_ The landscape —t—t- shall not be for any trees blown over or damaged by winds Tn azcass of 50 miles per hour. 1. l Unless otherwise stated on these pie ns, the andscape ontractor shell only be res --III for free e of M planing and sodding Fine grading Is described as the final Im for of grade to be ech�er..d. 8 The landscape r shall —re that this work does not interrupt existing or projected drainage patter- 3 All sod —1 be placed with staggered jol no lightly butted, with gaps or averlapping pieces. All sod —11 be rolled. IB All planting beds shall be top dressed with 3' of pine bark nugget ch 11_ The landscape sha11 re e his /her excess waste tetanal Iroln the project site o e daily basis. 12_ MIT , kenan t o sha11 be the responsibility of the landscape utII suers rime es final acceptance of the project has been grated by the Landscape Architect. Maimenanca shall n iclude w ring, mulchng, i eeding, pruning, replacement of dead and dying plantaec ling sod end any other operation necessary for the proper care or plants. 13 All tr shrubs, ground c and sod shall be gua eed for o year from date of substantial completion of this projectt Replacement of material shall ba guaranteed for an addTional one. year. 14. The lenasca pe ontractor —11 not be resp onsible to M r any my for the of any trees, shrubs, Er—d— sod wa used by flooding, fire, freezing temperatures winds 50 hou miles per r, IIgYltning any other turel disaster. The landscape also asponsrole ror any damage au—d by vandal s�or negligence on u - e pare of the owner_ � IS.AII plant material shall be Florida Number I or better in quality as described In Florida Grades and Standards for Nursery Plante, Florlda Department of Agriculture. 16 The Landscape Archieect eha11 have the right a any t' e during these operatons to reject any end an plant meterlal end worWnanshlp which in his/her opinion does not meat the requiremanCS of these specifications. Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT S U ET 2010.043 drew RrP iecue nby ep ed by pr ,1 number LANDSCAPE ��� PLAN ehsstn�mnsr i1 FL Fb HEERT Choices in Learning Elementary Charter School X39 te=a° — — — — — — — — — — Winter Springs, Florida PERMIT SET 2010.0, I­B �T- bV Ip bV pr 111, t, pro,1 LEGEND EX15TINC, TR To RE MAI N N LANDSCAPE LA- PLAN N !V42% MU w FH b h GRAPH[CSCIE m1 HEUERT FL i \ nuL� o,� sop �zv�rvE e'er v v ow v wA ass9 orzvwE \ \ \� 6" PVC \ .�ORCEMA aoor � rnB rw \ \ on anw • rznow: \ \,\ \\ \\ \ �, 0 \+ TCHLI MA NLE _ _ _ _ _ _ _ _ _ _ --- reou: MGTCkAL ME L.0 -3 • xa- rzaow<s \ \ \ \ \! .' 00� �azow O�oairvE OraairvE \ nm \\ \\ \\ SOD oxr evnru oP01,11" 0 eP pcz0 \ \ 0—, ok zovow �ztTOO,ixs +zvwE pravrvE evwE \ \ b \ \\ \\ � `� �„„aaro Oeo,ix 0604 o�OOwB EX TREES TO o�eow •azou: P'rvo-�aows O Bvw oPry rav Q \\ \ 01 -00 �aeow Os auM rvE our \ y \ \ \ \ \ REMAIN, TTP. 0 v 0 o u\ N\ Z \ 2005our rvw 00-1,1 0 dza 00000 ®NE przairvE Oo... E Oirvirv[ : 121 xviOi -E S ` \��aou: wwPU 60� 2ou: � �aix0 virvE err- 36ou:s OOawE E ��"� � •woo,« rr�o o s.wo,u< oa °IrvE 0 —E E ` . O,o,rvE --E ov�rvE o �ov�rvE ,ovo�,� wP�rvE �wv�rvE .. . 0 E o �T111E v oa21- IET�rvr �� ¢ � �a�H°ePix o�ov�xE � E �6 mowrvE �O�' ��,oa: v AE• D ' > _, oILL ry T s To LATI- /11 LARGE TREE DETAIL � �� i � LE6END �i EXISTING TREE 0 mr TO REMAIN T, I PROR - 1rvsT«11— N ro � Trd.ls p 0 wood eATrcrvs Tw a -1 .s sT GRAPHIC $CALF I TI 0 o �. I 1 E (Wren) ME I T rLw nr nlorowr. eASe � nuLCr+.s nw. nrew aw,owa PLaw _ - WE���R� -- �� °�� Choices in Learning E Elementary Charter School 7P- r T� �N- p Winter Springs, Florida �1 SABAL PALM ULTI TRUNK TREE DETAIL N.T . 5. PERMIT SET uu 2010.0, 0 locue dT—V epRPedb proi,1 TEIR- 6LORE - 3,1 — OR SLOPE STABILIZATION < PLANT IATERIAL - SEE ­6 BE NU GROWJ 5TOCK PLANT ALL AQUATICS IN EX, 50IL 3 n ♦ T LLED TO IY DEPTH. eolL e[rm ro NoL� war[ e TrP. -ALL SHALL BE W\ IN 111- F W—E E WRY P < �N�RRPL WATER LE1EL N w .11L �R <�RL<kTao�L e��o. III ITT II III' �EO�N aIFIIFII II FIIT GEE 6FORALL �.na.Eaa —El � o R o LANT- SHRUB AND GROUNDOOVER DETAIL / \ AQUA7IG PL_AN7 PEfAII_ 3 N.TS. nrE xrEe mwo m A -3 N.T.S. i d F 9 EXISTING TREE BARRICADE x« LANDSCAPE LA- PLAN n66� Ary o FH bh HE ERT i1 LIT oRMERw U 43 F 4 (SR, NO l z A RE, IDE - - - - - - - - - - I i�� ....... PAT I ll," - ------ ------ ------- --- - - ---- NA I I M A, - - - - El - - 2 �1 NA A1111- I ET RECI.I. A - - - - - - AD TO I I Na I'll GRAPHIC SCALE 0 30 60 120 iso SCALE 1 - CY' ��PYZT ��EEEA xDL P. 111A 2 1 , - 21 E ,A A A llr� 1111PT ADD AoODED G EYE DINGO vv v 0,4 m is - - - - - - - - - - - - - - - 1� 71 LGI EL CO PLC', A A:'. ST vv \ LEGAL DESCRIPTION PEI RIAT AMEIGAN ILE INIIIANIE SAM-C INGENTIENT NO can 211. Tim L1111, 43 ID 1-1 P OPT LOTA lN U 2 N D" ALI 11 GI , Y A N-L �� DPE,�EEO, LElY IIAIT IN LIIE 1— Al P AGE I IEC.IRl AT IEEINILE CYNTI. LGIRA 1 AOMM ENANN AT T TE ­17`1 CRONEA OF ­LLOI 2, AT C NINT ` l N `40"EI'LE'ET"T NETEA SEIIND A � ITANA , YE -T LINE A, NPRTH7AT I L N o � T 1 FSE D �El�I N I D IM H N E T� oUT I H I E I R N L P R I�T H I�T o N ... P " , AN D A NO 77- 2615 REY O l_ ' G" AA-NA 17 1EYG �� SA, __ PAY %ETEORI2 X2711O A'A ' AAO�E E'LINATEATI TO THE PG NY OF I IN 'o �IAE GE ED G�NTE GF8jR IT 0 T E R D 3 A AD A I N A ,�,E REX I N NI IRS I S THE _ IA C S � DID NEI Ellll�G TIZElEON"I MIN C N,, F , ' , 2 N PE N I IT ' TTAN 'A"ER T--12 AV� EE M INITI 'A 03 A' ARN DA � A ­`NER I' YET 10 ­ III GR% 11 L� II DID N " DEGREES , MNITEI 11 lEllNll E AT NNG IAID 111TH E RL, I CH RE G 9 FEET YR A PINI OF CJ I 0 IN �A E GTT IF - LINE CINCAI S., YOCN, A " "AID A 7"N NT �O� L TTE N �TI �E Ell AT EET P A AE A N 72 EENEE, 7 MNTE, �-,A DEAN 8 N ETAN� D L I D111 6 ED F D 0 E, El A, 2 �� SIIINDI 111NII I`- A 1101S -IINA P A 11 M NO AL.NI Yll ARC OF A DO NY GF TANE�INI��37�NII�IHOENDWIEITEIILN S A 2lVT R NE � IN-N �l 11 ION I C 23 DE-El I MNUTES '8 5ECQlR5 LONA 5AID IOATERLY A ITT OF - L RE A I STANCE OF 471 8 FEET To ` E DEPTH EIL C A ITT PC L NE OF A PART 'N PC PA"EL To PC YALE AICIRR'N A To FLII DA A I A, IA. " G3 -N57Y2C. ED I R, 1771 FD T,,A PC Kp�PYR E ANAP�� '6 1E D N.T INANll"lE`CNlDDl` T-T , E7. S I'll IND 12. Ol TIE IYPT I PC A 1 PERIND lTIllYlIE EASED AN FLAIIDA DEPAIIENT OF TIAN11DILATION 11ILY SURVEYOR'S N'�TES OF .1 GAP ww Y' EENCE ETN G " DE GREE A 38 � PC YE A 22 SE CONDA " ALONG IA D NGPTHERLC I GLY OF - I NE A DED JS OF 280 00 FEE AND A -T LE OF El NEGDEAA 15 MNTTEA �E NNA TTENCE � A NO 2 AMENINNI DIE IN FEET AND DEIMILl TlElENF AO SAID NORTHERLY I GHT OF - L RE A I STANCE OF 1 12 7' F E E Y A A S D ROP ALI LI R G N §F E - S I E 'EIIND, , ALAN A 'A' N . RAN A ND A G- A I WCE OF ` PP FEET ` ITI - L "tMI N � T """I�'I ' ��-,I�N��MOITMINT NA SIP 111PIL 110 NY - 111T, AD I 0_ '­:ll'lDT`='1"7"0ANIYl DIIIE ES 31 A ND1`A 03 SAITIO111-1 111NI A 1-11 .1 2 El IND A INTIAL 'ECINDI IIENCE IIN 11E YELLODW El (E) C� E' DLON' " ' D N"`E`E Al '- I PIT OF -V L NE F OM A - -- N 57 D-EES RE IECINDS � DID A ON E IT A � A D�,�ANGE OF '27 7, FEET THEN'T N G D-N ENN-1 11 lElONEl E, NEINA A RADI IEAINI A AN LC NO I 1ADANCEI 00 D A � LA= �.F�� YIENIE FIRM A A C-D -AING 0� 3 S2 `4 ECONDS,, A7 TN' AILOONDI TTE AANCI GF `D �E, I N " E I A N 0 A E A A AT I `ANGE OF 2 OR FEE A NT N E GA IT, A ELE11TINNI -E PIT RETEIGNED AN TIC DIYE 4 ��L 2 D I � , �C I E L PY� El�YSF�S AGIRPOP TITLE INIIIINIE IWIANI C-11MINI NO I I IAHEDILE I IESTIGG 2 ElOATED, APRIL 27, 2110 AND IVINED IN IINE 21 1011 STICH 11-INI YpE FOLLOINI 1 TF,, I IF -TE1 1111- lEll- IN Al 21CAAlE lE17 N PIT A T N AN T 0 ND/ 1 A ZE M PE CA 'D, PIT NA�LH`EEVORLCI ' NECA 0- MIT-1 1. TIN PIREPIll I I o OF IEM IGLE 11- FLIIIDA A INDEIR-ND LGINDATIEN1. .1 ITIPPE1. F All, PAT LG_ED A O G`I I A AIYADD 6EAAING D-E 1EIRN11 w III ITONI THE III AT IAN 1111E A I NCE OF 1 CE 6 . FE 5 Y ,O THE POIN ` MT IF N 'T E BE -NANO ' I.NTIININI E70 -El (17­17 INIINE TES I MOLE 01 LESS. 'I IND EIINNII PISID ON PPLD M— -A, 1-11 SITE- TIED IANE 11 R, PEI F- INIJAINIE 1AYE Ell NO 2-11110F, D-D I RRGAE COINER IIMEGLI ALONG WI TH ATHEI L-ED FEATOIEI MAY DE AT 1 11 ATTl A . . IM -A - A-ICAN INNIIIII IND 011PINN. NIPI - NITINIT IRIET1 AT IVITESS-L TT5 6ITN- 5-Y DAE5 NET OETLE11 - AND N1- LINEI THE PC N o' oT TH A F RM L I 15lANlTG`lATlDNP`MA�P` P A , TIE 11— AND ANIPNNIT 1AIAE - E-11PI A- -INI 011RIMENT1 TAPE AEEN TRAITED OT111-1 1EII-El .... lHGSGN AT T" T ON -N 11E AT A TOINA ..... .. T. - - - - - - - - - - - - I N 0 R 7ED1P`l`E`ETlN`N E TE�TTENS, AAAN 10NITITITE A 01 E-ANTEE EPPIEIIED Al 101TED I11, I l, ll III I N - - - - - - - - - N � , 5� L l��� D II L I L "I A P ' F A A YM ELA OT �2 A EAND L A III SURVEYOR CERTIFICATE A T A A EIMATL"IDIAINL E PlI TNEIl Y I AN lECElP -A 11= -N 2.2 - - - - - - - - THIS, -11YAP TITLE INIJAINIE -P- I-ES G IN LE INIIIANIE T _B '0 LC D E D EL O ENA SPRING1 LAND DE-PPEENT LTD.. Teas I AGEIG TIT T IIA LAND U7 MIN A COER'ITA DD JPILL U AN 'T " ' ITI T l W N E TT"Ill N NE A ZZ " IND DOTTED By ALTA NSPS I 20P5 P`R­NT TV IT E ACCJDACY STAIND A�G ANDN �N - - - - - - - PANI IT CAMOANI-NT 'ONE, LOT 2D ITll I Dren A --=EI VPINI I D-EIA IA IYGECEI IN LEARNINN, we AN' 01- use are 1 -IVIED YONIENT O` -1- E LllAl - A11.11 IVIAED 7131DIE PEI ATTOINEC PITE TI I IIET I 11TINN, IN P"I INID T"T_ AD ""=CP`T VTPE A CE �IE N THIRTNATE IF FLAINI. IELITIEP P.11TIANIT DICIVICI IF 1111 1111EI PRE1 NOT EPIEED THAT E I T E DATE ------------- ITIAM E LIIAI I A A NO 17EA I YIEMENTI TO IE CORRECT, TO E A - A T -1 IT - AENI �l 11NIIN11 I �� I P A I " � "` D ' - P ' I "' N" N A N S'O'ETTY 7 - F S E E E STE�D N 5 , 11INE T AN�DNGNI P A - A,�,N�, EG AT, Y P R" '=A I FJR E I E �Y I A =L -LE A 'N' A L B, AD, ALTA/ACS LAND TITLE VEY I AEl AIE F -A AGANI El I.— NEOEEIG11 .1 -Ell � PCC A3`1��TOFIE . A N ,l , IFF M A L AN �A AD A 2 A DITI A F A) PRICE EV DE T � ` ELVRIND Y CI R LKH K 1111 11 Pll 111 -1 Nl EN111 F D- L EL K -,o � 17 W NP PRO PEPI�T PC IElEIlE 11111ANT TO -TIN TPAll IT-ITE1. N -N'G'NT DA DE-TEENT OF ArI. E 11.1 A',,, INNIIETE El-ENT PRINT EL, - ELE11TOG - 1AN-1ED 10— PRE GINITEI III A BEANN AIDE T ONE, S, AT A N.IOITATINN I - IHIID ED FRADY IN 1111 1, - IEIGANEYT IANTIRL INI - �NIEIT III - GETIT CIA AD A, A IEIGANENI IEFEIENIE I I - = IIATI A YNNTE z'T N_ IN A DIDTANIE) FL �`�'DTXITRATI N A, A A N� PI NT AT III V IT PAR RAL L-C E L-1, I A 17. L A NI 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 Klima Weeks b h 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 GRAI)TN(U ANT) T)RAINAGE NOTES A DSPOSPL SYSTEMS 3 ALL TREES TO BE SAVED SHALL BE PROTECTED WITH TREE PROTECTION D DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND FO G ALL GRADING AND SITE PREPARATION SHALL CONFORM TO T 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 REQUIRED 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 NsRUCHGN ACTIVITIES. C CONSTRUCTION A BEGIN AT THE POINT AT WHICH THE PIPING Is USED EXCLUSIVELY FOR U RECLAI MED WATER AND AT LEAST W 3. WHEN NE CESSARV i0 CITY ROOT OVER 9 -:�' CIA MAKE CLEAN Cllr. COAT F AN APPROVED DISPOSAL FACILIACTIVITIES S 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 4. INTERFERING BRANCHES MAY BE REMOVED Al THE DIRECTION OF THE 1 14. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE P HE ALL BE DR -14 PIPE. PERMIT CONDITIONS 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, 5. THE CONTRACTOR SHALL BE RE5PON51BLE FOR REPAIRING OR REPLACING A ARCHITECT WITHOUT DELAY. B BEINGCOVERED . NSPECTOR L TREES DAMAGED BY CONSTRUCTION ACTIVITIES IN A MANNER ACCEPTABLE 1 15. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER H H_ A SEPARATE PERMIT SHALL BE REOUIRED TO INSTALL THE FIRE LINE. 8 8. THE SANITARY SEWER SYSTEM IS TO BE VIDEO INSPECTED WITH A COPY 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. PROMPTLY, TO PREVENT PROGRESSIVE DETERIORATION CAUSED BY THE 1 17. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, 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 BUILDING AREA 1ST FLOOR: 25,520 OF 2ND FLOOR: 25,680 SF TOTAL 51,200 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 — — —_ ND 4ub- ]9 A P, '11 orrALS � T CO an \� N � . aaa "P�aNG �Nre EENIwe "" 110 °�� BD` YA 4 I 1TA a 10 °1F A Q0. FT m�°REa — EN1 AND D+ �� N e � i 'i 1 ��° ` °,,.. ° a... ®° mom= FNq'X1NNA - ` "°f".0 RO F C O \ SETBACKS AAR /F� 43 ,• ° .�. Y 9 , �!" °.a NORTH (HICKS): 10' SOUTH (SR 434): 96' EAST (CENTRAL WINDS): 347 LEGEND �* Pu E1 of IXIIINC s CE1 TICCAL 1111ALT 1XIIENT IECTIIN LEAw DCEV AKPIALT P—ENT —TIN 10 1ETE wAL11, ILARA P—ENT NEHECTAELE -INK. N GRAPAJC SCALE m OT �` 0 .earning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.04', MAO JAK r"'I, date dz.m by aDPrO dM, protect numb SITE C 1 0t PLAN v sheet nurnbt Klima Weeks b h 1 N GRAPHIC SCALE (1 Ix- AS MAN 1 LINE ADJACENT 10 EcE F ,FORMERI,y S.R N0:'. W ' W W z 1-� " �s Pvc FOreceMAN „ ate _ POLF C4 PRONLEE PROTEXTIOT (TY 'ALPO ETS) °F Ln c.IOa— `vV 'G 1 \ A \\\A AA ° v Qv v X° vv v E (' - A ( \v R v IoM \� v \\ BETWEEN FK \ MARKERS I FU LO v n j Ar\ \ vvv vv F v A y i EO Y�� VA o AV S Uy 2 o r G o. A FE ML \ \\� \\ A\\ \ pP \ \ \ 2 — CWft?6PNDON WELL F<F 5T. JJnNS \ \\ XX� I IN VVAT QL MANMB4EM UGIF" L'I. \\ k D ,court \ \A % ' Q N A BE T FENCE °vvv vw! Rc W Vd°rP'"sS A ELLx a R % \ \4 SI EENCE TO FOrLOW 51E FEES NG F N TH SED rPNE \ \ \, AREA REFER TO am OR EAACT mom „VINE p , A - §a ° ri ` 4 \\ \I sow: znvuM ®xazcau6 0 tzsM[ ATERHE zvN X U EE .A, \\ V V \! PITIBLE .Z o,00,ix 6 SPATE \\ 4, S0 oT osoA _ Au K ®nzan✓ UEINE S o\ 4 ZIAI two x rlxT ozo-2oo D-ta x o,svwE ®2P. T p r N (TOP) oaP �N o `P�x P�N R 1,P 0° A— rlR F5104 G 0 ��; .111INF �� Ia eP��E �NE Vq NQ �� �° o az�o RA BA 2 CUP RCS g 4 i s a,RLINE -SHAD maz0 ODHE .. - XXMI- °"arire bxvlrev�«IP' osP�NF FxEx°eric xE m�R F MO11 I IT N CT E ( [ A ) ENIRANCE SHALL BE mIMENT ONTO Pueuc RICRT�oF -wAY. TRIS MAY oioR BE UUIRE TO' DRESSNI REPAIR CLEA OUI OF ANY MEAS R6 USED TO TRAP ffDINEN,. 2 wHCN NECESSARY, NMECLS SHALL BE CLEANED PRIOR l0 ENTRANCE ONTO PUBLIC RICRT -OF -WAY. S WHEN WA5H NO IS REQUIRED, 11 SHALL BE DONE IN AN AREA 51AALIZEF ANY KFUNHED SLOPE 'HAT DRAINS INTO AN APPROVED SEDIMENT 'RAP ERE SEE MEN' BASN 4 ALL 11011N GO FLAT CONSTRUCTION FE MAINTENANCE TO BE PER APPLICABLE SECTIONS OF FDCT STANDARD SPECIFICATION No. IOL , USE SANDBA05, SYMHETIC BPLES OR OTNER APPROVED METHODS TO CHNJNELILE RUNOFF TO BASIN REQUIRED. 6, COURRE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL RG (sE, I � .. 0( OLE ND B xL is ' BR / a l( Ass DISK PEDESTAL P' ", k7 EROSION CONTROL AND a DEMOLITION PLAN C C ,I,e�l x�mbl DEMOLITION LEGEND X TREE SILT FENCE TO BE REMOVED OUTSIDE OF TREE REMOVAL AREA TREES TO REMAIN WITHIN TREE REMOVAL AREA (REFER TO NOTES ON SHEET C001 AND DETAIL 6, SHEET LA -3). ® LIMITS OF TREES SHRUBS AND UNDERBRUSH TO BE REMOVED. REFER TO GEOMETRY & GRADING PLANS FOR EXACT LIMITS, F7 CLEAR ALL VEGETAT AND DEBRIS WITN THE EXCEPTION OF TREES. PROTECT ALL TREES IN THIS ARE A FILL HOLES AS NECESSARY TO MATCH SURROUNDING GRADE WITHOUT ALTERING DRAINAGE EXISTING DRAINAGE PATTERNS. REFER TO LANDSCAPE PLANS FOR STABILIZATION REQUIREMENTS, . NOTES' NO SITE CLEARING, GRADING, TREE REMOVAL OR OTHER DEMOLITION 15 TO COMMENCE UNTIL TREE PROTECTION BARRIERS AND TREE PROTECTION AREA SIGNAGE ARE IN PLACE AND APPROVED BY THE CITY ARBORIST OR HIS DESIGNEE. 2. EXOTIC INVASIVES MUST BE REMOVED FORM THE ENTIRE SITE 3. NOTES ON SHEET C001 APPLY TO THIS WORK. Choices in Learning Elementary Charter School FRED FLUX CABLE MARKER Winter Springs, Florida PERMIT SET 2010.04" MAO JAR Ie8M2 tale U.., by EM,r.Ad by prOnG numb EROSION CONTROL AND a DEMOLITION PLAN C C ,I,e�l x�mbl 43434 (SEE N0. 419) aNCRETE SPLLPWI ATT COMMON CaTON LNEe FORMERLY SEC �NR�WE EX 'I NG FLUMC I F FA AS REOU RED IT El i E _ — 28 2 ... ECT aISTINO SERNCE BOX 2D 8T - _ __ - OR ® DONE OF PAVEMENT �� 777 (DOES NOT HE INTO INLET ,e, F— PWLL NME INLET ROT WI METAL CoN aETE wAU: REAL I (TYPICAL OF ALL CONC ET BA 2� AIR STAGE / E AD No 434 X00 VARIES z o �GAT z CEE R OPTIONAL POST POSITIO PL P TOWARD OST POSITION 1 13 L ;FT' MI �, °r «AN ELDW, RIG (N _ 9B5 EDDT SPE�, EILTER EABRIC 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. REGULAR SILT FENCE TO BE FDOT TYPE III, SILT FENCE APPLICATIONS n GRAPhPC SCALE Ii IN= ao seer 1 SYNTHETIC PIIri DIt�bLES. (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 LNEe FORMERLY SEC �NR�WE EX 'I NG FLUMC I F FA AS REOU RED IT El i E _ — 28 2 ... ECT aISTINO SERNCE BOX 2D 8T - _ __ - OR ® DONE OF PAVEMENT �� 777 (DOES NOT HE INTO INLET ,e, F— PWLL NME INLET ROT WI METAL CoN aETE wAU: REAL I (TYPICAL OF ALL CONC ET BA 2� AIR STAGE / E AD No 434 X00 VARIES z o �GAT z CEE R OPTIONAL POST POSITIO PL P TOWARD OST POSITION 1 13 L ;FT' MI �, °r «AN ELDW, RIG (N _ 9B5 EDDT SPE�, EILTER EABRIC 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. REGULAR SILT FENCE TO BE FDOT 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 leeue J'R, OE., by AMFr.Fd by plD]nt numbs 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 DF TREES SHRUBS AND UNDERBRUSH EO BE REMDVED, LEE ER TO GEOMETRI & GRAD NC PLANS FOR PACT LIMITS — NDTES: NO DEMOLITION ATE CLEAR SPAC TREE REMOVAL OR OTHER 15 TO COMMENCE UNTIL TREE PROTECTION X09 ` BARRIERS AND TREE PROTECTION AREA SIGNAGE ARE IN H PLACE DESIGNEE. AND APPROVED BY THE CITY ARBORI57 OR HIS �I] 2. EXOTIC INVA5IVES MUST BE REMOVED FORM THE ENTIRE SITE, 'e W 3. NOTES ON SHEET C001 APPLY TO THIS WORK. x T I�uW9W WE LL�}�PI AD, NS y 15'e4RN"YAAN YRVff BISTRICT �HLT eEn,� Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 21-1111 MAO JAB leeue J'R, OE., by AMFr.Fd by plD]nt numbs EROSION CONTROL AND DEMOLITION PLAN C C ,I,e�1 ,12, 11 BIT 11 TRIPP. IN, AILAIINI F. RE 1 1131 RE 43,4. S. 4 4 A -SIN nv., G Md'i IFER, P&I FUPR, —C IR. I— It PRIN111 E-11 M, NA, D1­ I­ N1Nh11 FIAT ON ,AAANI FEE KEYNOTES T.IEGIEND (D FNF1 IL11 A E111�1 NIP 3 PIF11 UP IIIAL F1 .11 IBI FDC1 CURB RAMP NUMBER PER HPOT IND N. 30, 'N' FRIZ — 111111 LPFF 1111 Z111 1%E11L . INECITEPUI ILEBI \\\\ INI ­1 INAIED ANIN L11 FIBER �F FIRNI PER, P 1, PAOE IMAI ,NP RETI ., AMET BE B, PC (1P �1111 PA—INI Fl— (IL1111), P�Nl) @ A 1111L 1111 I II. NIBI�IF_ NN 29k \\ \�, ME-11. NF11 LFI, UR111AL AN 1111 AT, E C A�F REPARIIE FUR111 INERN PMFEIL FFF111 ma rut C—IMIATION 1101 A/ 1111-1 NNINI —PINI FINIA 11— 11`11 11 RETAIL 1 1111,) 1 1111 M IRRAR LT IF 111PLIA1,11 I(II FRI PC C A , P UP E ARA�C A t , AF, 'A , l 1.111PE 1111IN1 INN MNNAII IDEA 11 11 111P 1111 ,��ATEPFEFBEE �I F R, T21 \0� 3 `4k 1, 48 1�) III I 1111NI FA­ R11 -FRI ­PN1 A \, os MINI �.LFFEA FIB N ;—INI I ­1­ \\ \,\ A, EF\ I 1IF1I UA D11E1 . 111P IM11 AT A RAN NUARE A A", R CN A A DR N T ENTEI NOR (111) A / .1211NI PLD' 11. �11-2) POPARINI .11IN11 _J; 1EILAREA MALUE1 A \ O\" IRAR N, 2 A MIFNIR F, ZHMPF 1 I I N, ONNI 1-1 1 .1-7 (11`11 1111 NP11 N. BRIA1 .,,,A, PNPA �ERI I RIF UIC INFIRIE A E\ 2 F.1 1111 INNE 1 - 4 N�,p I ANNABIN111 F­ A, son UR 2 POTABLE R, ..... ...... MATE, _ .' A' . F A A \F I A, 72 \E E RFA, 1 \\�`4�� C� \F� I 1-AF1 Choices in Learning , 1 21 .21-2D.111 E FII °8 ° "` 2 T,1 3­1 8FF ­1IN1 R11NE 20A­­ I N � PER, ) 1 35 47 11 rly SIAN M, N 22PALM 0 Elementary Charter School �21 11-NI 2 AI OPIA .-NUMNA I —LE APINE1 Winter Springs, Florida FRIN 111— " NE121NI _ 'NEFUR, N', NE RAE F',F0 _"A N11 I A.Al P `VNE ' ENl `6 'IF 1 1 .131INE 34111M .1 PERMIT SET 2010.043 AIIPINEO NPINI ­NE A , PINNE ALIGN NA-1 sp &2PI11 .11NE 2 E P 11-21-2111 MAQ SGW NPN, INCR, NE I UP N P N E IF) 'E'R, J,I JrA., by �ppr­d by pqnt hn, "PhERE DD IN' ­P""P' N11 Pp IZ2 POINT FRIP POW IUUII� PM,F TRIP F TRIP R 1p", I FEM PF61t RP. D11111- NPINIE E-19 PONT j PR. DA-11.1 N.11h EPId PFUIi NA, D-1 It REIN, 11 EREfIR P.,,t # R,, LI NF­,P ­T, 5NI - ETMiNT1 # . 4A " " ' -Z e A A A 41, 11 (FLI GEOMETRY & STRIPING PLAN C30C P 1 OLE ON A F F D I , L , 1 Em I'? A' E� P111 hB,F U,Ub F� P PE D DE'TFPL SIDNAL Weeks A L FILE (T' BUILDING P1*E A P PL E 'LE I� INE N-1 J� A, 11PA221— PLIR IF, I I TU­ �1 PIC FRICEIIIN 47 11 P111 PILE CA 7 IL —APPLE A 46' �\4 21 P El PICLE 41 4 �\ 47 l IF—PIATIRN LINE A A B MATEI P AgETE \A A T \\ \I E F-AT IN—NIORTION L BE S T (' COMU, 7 LNF A C P A A T R � \\\\ ATT COM \ \D IET *EEN E ' LEAR RPTIN 1A.LE M411EI A, \E M ALL "C* I.MMINIIALUMN GRAPHIC SCALE N + AFFI ICE o PRNt PN1,1 It I D-1 pi F, PROT 19 EP11 Dj PEW N R Z Md'i IFER, P&I FUPR, —C IR. I— It PRIN111 E-11 M, NA, D1­ I­ N1Nh11 FIAT ON ,AAANI FEE KEYNOTES T.IEGIEND (D FNF1 IL11 A E111�1 NIP 3 PIF11 UP IIIAL F1 .11 IBI FDC1 CURB RAMP NUMBER PER HPOT IND N. 30, 'N' FRIZ — 111111 LPFF 1111 Z111 1%E11L . INECITEPUI ILEBI \\\\ INI ­1 INAIED ANIN L11 FIBER �F FIRNI PER, P 1, PAOE IMAI ,NP RETI ., AMET BE B, PC (1P �1111 PA—INI Fl— (IL1111), P�Nl) @ A 1111L 1111 I II. NIBI�IF_ NN 29k \\ \�, ME-11. NF11 LFI, UR111AL AN 1111 AT, E C A�F REPARIIE FUR111 INERN PMFEIL FFF111 ma rut C—IMIATION 1101 A/ 1111-1 NNINI —PINI FINIA 11— 11`11 11 RETAIL 1 1111,) 1 1111 M IRRAR LT IF 111PLIA1,11 I(II FRI PC C A , P UP E ARA�C A t , AF, 'A , l 1.111PE 1111IN1 INN MNNAII IDEA 11 11 111P 1111 ,��ATEPFEFBEE �I F R, T21 \0� 3 `4k 1, 48 1�) III I 1111NI FA­ R11 -FRI ­PN1 A \, os MINI �.LFFEA FIB N ;—INI I ­1­ \\ \,\ A, EF\ I 1IF1I UA D11E1 . 111P IM11 AT A RAN NUARE A A", R CN A A DR N T ENTEI NOR (111) A / .1211NI PLD' 11. �11-2) POPARINI .11IN11 _J; 1EILAREA MALUE1 A \ O\" IRAR N, 2 A MIFNIR F, ZHMPF 1 I I N, ONNI 1-1 1 .1-7 (11`11 1111 NP11 N. BRIA1 .,,,A, PNPA �ERI I RIF UIC INFIRIE A E\ 2 F.1 1111 INNE 1 - 4 N�,p I ANNABIN111 F­ A, son UR 2 POTABLE R, ..... ...... MATE, _ .' A' . F A A \F I A, 72 \E E RFA, 1 \\�`4�� C� \F� I 1-AF1 Choices in Learning , 1 21 .21-2D.111 E FII °8 ° "` 2 T,1 3­1 8FF ­1IN1 R11NE 20A­­ I N � PER, ) 1 35 47 11 rly SIAN M, N 22PALM 0 Elementary Charter School �21 11-NI 2 AI OPIA .-NUMNA I —LE APINE1 Winter Springs, Florida FRIN 111— " NE121NI _ 'NEFUR, N', NE RAE F',F0 _"A N11 I A.Al P `VNE ' ENl `6 'IF 1 1 .131INE 34111M .1 PERMIT SET 2010.043 AIIPINEO NPINI ­NE A , PINNE ALIGN NA-1 sp &2PI11 .11NE 2 E P 11-21-2111 MAQ SGW NPN, INCR, NE I UP N P N E IF) 'E'R, J,I JrA., by �ppr­d by pqnt hn, "PhERE DD IN' ­P""P' N11 Pp IZ2 POINT FRIP POW IUUII� PM,F TRIP F TRIP R 1p", I FEM PF61t RP. D11111- NPINIE E-19 PONT j PR. DA-11.1 N.11h EPId PFUIi NA, D-1 It REIN, 11 EREfIR P.,,t # R,, LI NF­,P ­T, 5NI - ETMiNT1 # . 4A " " ' -Z e A A A 41, 11 (FLI GEOMETRY & STRIPING PLAN C30C P 1 OLE ON A F F D I , L , 1 Em I'? A' E� P111 hB,F U,Ub F� P PE D DE'TFPL SIDNAL Weeks A L FILE (T' BUILDING P1*E A P PL E 'LE I� INE N-1 J� A, 11PA221— PLIR IF, I I TU­ �1 PIC FRICEIIIN 47 11 P111 PILE CA 7 IL —APPLE A 46' �\4 21 P El PICLE 41 4 �\ 47 l IF—PIATIRN LINE A A B MATEI P AgETE \A A T \\ \I E F-AT IN—NIORTION L BE S T (' COMU, 7 LNF A C P A A T R � \\\\ ATT COM \ \D IET *EEN E ' LEAR RPTIN 1A.LE M411EI A, \E M ALL "C* I.MMINIIALUMN GRAPHIC SCALE N + 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 N��- / \ /� \� D -1 D -3 To o -sA DRAIN BASIN T oio 2a" 115 LF- 18" RCP OR 4.35% 131 w ua irvv —1 ONES TOP 39.80 45,1 601 9 NV 3fi 15 N1 -N f PA157a e e, D -5 I xo ° a5 so 'r ° .n `o-w ee` D -1 TO D -2A INV FLARED END SECTION 2 F sa PreaxoE Pas�m - -, __ sti „ so , oaANwE Ox 4 z, s4 4111 =•w� a n - 1 C % wv zs oo - LF. 2" PV ®0.32 e GRAPHIC o E SCA Grp a 6 ToP s PVC F.11EMAN _ - GET E ENT To - - A2 8 1 PDWFR POLE DRAIN 1 7 ED END SECTION G 1x mo Boom ) D 2A D SA 3X � -_ 3o- 5 R a(� 03 " m ° V'6 72" F A FDOT FLAIR N0. -ND � use 3 ✓ NV 2 s FORMERt,7 54� _ - v 41 OP 46.27 _ _ e 4 4 c �95 zv1 INV, 36,50 D -10 4 FDOT TYPE P -3 CURB INLET W4 \\ a a\ . D -2 PvMT 4 ' 6 aeovE Ex 633 TOP 4171 ( +/- ` .' . . 10' I3 2 DRAIN �Vt � � 3 4 D 25 INV w 37,50 3 VA INV. 3245 D -10 TO D -11 we G PowER STOR:�[LEGEND: x0.E \ � W \� 4s 11 238 LF- 15" IT @ 2.639 D -3 D -11 CONCRETE WALKS AND PAVEMENT t o e o J D_1 cOEUUry cnTOry A FDOT TYPE V GUTTER INLET i.m W 1 re a ret7wxp a FDOT TYPE P -2 CURB INLET TOP 37.61 TOP 35.25 e, o �' V s pin e V \\ INV NE 33.05 INV E 31.25 urvw \ PPV �inwur�oc+uvws e'ure p p INV NW 30.00 INV W 31.20 STY E'✓,,.,6 DETECTABLE WARNING PAVERS P ErR0Y09LU2 > eU LDN 4 \ p\ \\ a ns ItLILWING R w TE AEE ER \ (PER FLORIDA BUILDING CODE) D \ D - 12 e asox Fl Jo -7. �p o n� m 441 W E \ p \\ 12 DRAIN BASIN .'bW p „AiT — CAIIW \\ \\ TOP 4D. Do 6" DEEP No. 51 STONE ON cvurcrvvTE VW z to cs (t' 2 *AAiJ ' R A \\ 06 INV E 3J.53 NON -WOVEN GEOTE %TILE FABRIC CONI ^4 L Pxuvn 4 \ p INV W 36.313 ,y - \ \ \\ MARKERS o- p tnnwcrs T 94 E cwoE ARMER \ 0 12 PROPOSED SPOT GRADE / NnT \\ s® � �\ 4 D -12 - D -13 V F 2 - ��2 cnna \y� \\ F OR VALVE. 58 LF- 8" PVC C 0.30% �A EXISTING SPOT GRADE ES 4 \\ \ D 3 Y- PROPOSED DRAINAGE FLOW 12 DRAIN BASIN GRADE BREAK W m 0 nr eo a orvEe eg ° o TOP 40.15 rI-1 _5 / W WO \\ \\ \ \ INV SE. 3811 +E-t BLACK VINYL CHAIN LINK FENCE yy � oos Leo oV A p \ Q NV N 17.21 rz \\ \\ \ 'n INV SW 38.80 Vl 911 '0 ar ,& s _ Dann sN PrvE scs 4 \ A A A , A z 5Ca /y �i A D 3 TO D -14 RETAINING WALL NOTE �V -1 \ caws arzo oo6K� T�.. V \ ' 50 LF.- 10" PVC C 0.30% s T swp x e<o E n s s CONTRACTOR SMALL PROVIDE ENGINEERED e o,xce as' W A 11 A D OF N (SIGNED & SEALED) RETAINING WALL s�I II 1 ^'Dw: vrvE .s =p D -1 a SUBMITTALS FROM MANUFACTURER FOR ri] 1 e am I � I _ o Pry osce sPry \ \ Z 12 DRAIN BASIN REVIEW AND APPROVAL, I TIP oo 7.47 ' I I ® V A Vq °O INV NE ao 3 8 �s.00 \ \ \ INV NW 3J-61 yy PP ICCCrrrl e °n \ \ \ -p p IN 5 urv6 \p V 34.34 \\ V\ Ie Pw oT Dnr o�eP rvE 4 \ \\ H 1 - oo A`w;,� �DnrvE ° "4��m oPnc vv °! ' HE PIPE SHALL BE ADS aTe a aP ri° �'o °"�'�E °A v p��v vvA SANITIT TY- ACCEPTED E RP oR a OA U I " ,a °N�R EO1111 ®Tt -naE, „ 2P�En�ry " o „PANE v oA EQUIVALENT w.,N wF,AL RAID ��;�,R sT �wE 4,EE�NE E ill NE ,ePAN 4az — ET N3 E 32 A 24 2 °pm mxaan o -eT —Al -+ KK` 1 A, K o wE aTea�r PE ILAG Dtopw� R.O.W. (LOC VARIES) E d2 t 1 \ �h /1' 3-1 zovuu aus ®xa- TCaaes e izPwE o �P °NEPwEo POT 6 EL 3 To uirviuizE nu G rea �// E B0 maeo,ix o�oawE e o' PrvE can 11 AO INV a " Bl of e[airvo tune s nslry� Tm rvTareow 41 10 osD w o�oo,ix A ®nzan✓ - �000✓s WDAP 12 WATEI a -I riOPE _ —I ISIINC PAVENEM ER S�- \ 4525 _ ozo-2o n o�svwE N, o2P El G TE �N (T P P, 1 o a�NE GRA '4 ": CENTRAL WINDS R/�q� o4aRU: iiP�� eLE, N�rvE�rvE zzPU �o-e4n °o;r'aP�rvE N T I � N w PIET 4A g ^��eE mn24� ,4E�NE - A - A „ PANE R.G.w. HOCAII VARIED) 4 6..T�° ®t awt Joann Ery �-2.3 �a A ENE nBa�PIH oSPtiESnPP� P 111I E Ill E Ill E Ill E o t a 10 a(� \ PINE 111° saA ONE 4 of 4/ .i SLOPE _ —I Z ISTING CAVEMEN ER 9N VARIE \EP rvEP 3ianx xoantMO o��p,ir EX AL NI GRADEREALTPINING 'B -S”: FORAIERLYSR. 434 SECTION 'D-BF G VAR El t JFF . 4o.1s sis �io 4:1 SLOPE o I [MISTING CAVEMEN URB209 MA CAPENEIJI as 3 -- ERATNa "C-C` ICKS AI'ENUE SFCTTON "F 1 \\ J p \\' A \ \ \ \ A� RCEtifAIN V 1 � J V V \ � \ \0 A \A! \\ \\ \ \ V \! 1 A z(e6 �Aa,E 41.64 12 1R P 6 F AND I .N.x is °BRA / 1 n DISG -' 012 "P, r c�c� E _ �FF. 401 - PFDF5IAL `�� NEATENING w``^ / SECTION " F_F". OF I Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010.04" MAO JAG I, —date dream by aDP1m'ad by prEnt numb GRADING AND rdoa DRAINAGE PLAN C4 ,�,e�la�mb. N REINOTES D -6 + TRENCH DRAIN CURB 2882 -U6 -VP w/ 1.04% GRAPH]C SCALE SLOPE (8205- 8206- 8206N) TOP 32.31 - 3264 INV. 31.37 - 31.61 0 rx= 10 teem 1 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 STORM LEGENi): D -7 TO D -8 30 LF.- 15" HDPE' CK 0.50% E::] CONCRETE WALKS AND PAVEMENT D -8 FD OT MITERED END SECTION 1200 PROPOSED SPOT GRADE INV 26 DO +11D0 11 STING SPOT GRADE N0 2z . 419) CS -1 �.r PROPOSED DRAINAGE FLOW NO 434 (S R FDOT TYPE C INLET F ORMERLY 5 R. REFER TO WILL C700 FOR DETAILS GRADE BREAK 1 3 9 aNIPLE 111—AV "" caMMUN Cam aN LNES 2 (50 RAW) 3 22 _ _ p -11 TO D -12 %r BLACK VINYL CHAIN LINK FENCE 11 17 IS PDAS 11 _ -- 300 LF. 15' HDPE' 0 1.57% 21 ED 21 4� 6A D -12 _ — — _ - _ _. LECH TYPE V GUTTER INLET GENERALNOTE: U N DERG ROUND uNO az za.2 .s� TOP SS _ _ . : . _ P -- so-� -1 � - 3 E NEacv T aaNSM SS 11111N ON E sa — _— - -- O INV E 26.50 CONTRACTOR SHALL PROVIDE ENGINEERED 4 — O (SIGNED & SEALED) RETAINING WALL __ - gglpp - - INV S 26.25 SUBMITTALS FROM MANUFACTURER FOR MMUN CnT aN ENES� - — — D -12 TO D -13 REVIEW AND APPROVAL. 1 44 LF - 18' HDPE' W 0.57% O F F 2 TO J xa ro i W INV p W TROT MITERED END SECTION F`1 a oTw ��NOi +�E '�' . 26 ED ,n oGSa nro,a. +,maaN wv OR ® EDGE OF PAVEMENT. _ —�- ' HDPE PIPE SHALL BE ADS KN oaES LNE g07 �w EOUIVALENP OR CITY- ACCEPTED T. UFF as ATT caMMEN6F E E NES _ U7 nH MEGAL RAIN NC c1NceETE wAU: EL III 1 13 'ON — x OFF TOP E .5 " " E ROA NV. EL (R/VV �ARIE) 434 oP'EL ° 21.10 INP EL, 2111 POP SO 1 Choices in Learning VARIES Elementary Charter School 10' 22 6' T POND BOTTOM ( 6' 22 10' (SOD) (SOD TO WATER ELEA WIDTH VARIES (SOD TO WATER ELEV.) (SOD) Winter Springs, Florida 6' CHAIN LINK FENCE � PERMIT SET 201 0.043 51 - - - -21 MAO JAK AX MAX EL 30.5 4 EL 30.5 MOX �XISTINC �'s e G d.., by aDGr� dbl pgnt numbxr IS 1 `7 25YR /24HR 4 MATCH WATER EL 2.0 29.44 SHGWE 280E GRADE - - m comucx s __ GRADING & (� DRAINAGE PLAN C 4 ,�,e�10 ,1_r POND CROSS - SECTION (A -A) N CANOPY TREE AT d �° G CANGPY TREE-4 4 0 LANDSCAPE IsLANOS fl 44 42 40 38 36 34 4e 46 44 42 40 38 0 4 8 12 16 o ° CANOPY TREE AT 4 LANDSCAPE IsLANOS 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 a o� CANOPY THE �� m 4D 44 48 4' -0" HI ALUMINU H ORNAMENTAL FENCE V J N N w — w — v ` _ — OPAQUE H LANDSCAPI DGE G Ti -AND5C H LANDSCA DIE c — 4 44 _ \ \ \ �U'\ YLT \ TTY \ \ \ \ MAT H GRADE CR /A ft A 1 09 , o ° CANOPY TREE AT 4 LANDSCAPE IsLANOS 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 a o� CANOPY THE �� m 4D 44 48 Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAY i, —date d.., by ­-Yd b, prEnt numbat GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, 4' -0" NI AL NU H ORNAMENTAL FENCE V N w — w — — -AND5C H LANDSCA DIE c — MATCH GROPE ® R /W Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 201 11 11-2111 MAO JAY i, —date d.., by ­-Yd b, prEnt numbat GRADING &DRAINAGE C4�2 CROSS SECTIONS eat ,�,�b:, �urr� ................ qq OO ^^ Ntlld a3 y J 'a a31vM �I0 33Aaa, , eg I I v wnuloefc,d agew,dde3 N0 q �,g �� M'JS OVV9 0u0 —ez 80�u 4 'd¢'' 3N�.so ii" 3wa rv ,rviezrN a E�0'060Z 13sliwa3a �<<0 .. ... A epuoij`shudgaaauiM 0H3aI1 A "d �o oON�,m 0z.m 3rv�d 0„ rv° �ooyo$ aa}a¢4� �Gs�uawa13 8�1 �RYoa ®�eo�� 0` �d: o ' ,rv�,�r o z���o� N CY -D� �a1 a � (III) N �1 ��Is�d 6uiva¢a1 ui saaioy� e�a��( �s � � ��, �3 a�nala .9 x.Zl o v ° �� ad�Od z� �do� _ - r a ,�orv�" >roo "," �� Z. 3SOH 0Ntl A`p ql "o �eeA d hN1 Idd MOIJNOVa iSnSS121d aIDOala „1/£ tIM \ \\ nl n I 3 3rvia.�0 3rvia0i gas �� ;i.ovem ndeio ° * \ d01S dNOJ „b /£ �iM i \ \\ II \ \V rviao�o ero Nd (Dal) NO113INN\ 1NIMAVdla MIJ a I 0 I ,vx 03urlvlo3a '„a °BCe 1 N101 ( %ON 3AIVA NI — SS—) -VA NO3HJ JNIINI 0 ` �- S, II 4 X � idkr X rv0 emcee a lsod ( �)A \s 0 �rv0 �mals Jo Nlod) (Ald) SnnA ao1vo10Nl em 10 �/A erv ' °; „�° 0 aNOeA 111 s X.e nn AII�I�I 3N�.” �m�da 3N1111 .ea.�t® ,rv�eor0 B Hmlms a3dwel "� >oo,o erv�eero 1 I II e10HISSV ]AIVA A31HD ao1a1110 llenoa „9 �'- V�� �V �� �•'o s � 3 N 1 "�" ll-Aldd MOIJA— 3NnSS3Nd 03Jnom .£ ONV N313W ,Z ® NXII k " £ X£ vaoo¢0 N3Jn- .1 X.V d. I x p N0I1V N Q0 —11 ( ( 18 l 33L ,b X.B 6M O O Z \\ II 3N,ee,O wcm I I I I \ AINN3ssV L-00 IdIJ 3N dZ o �° ' " Idb1O 9 9 111 .0$Zl O VO'2V �A a,.l �1A� 3A "d 3n1dA ANIddtl1 INtlS �� I NII I :mio.v�a .ago _AN ,rvd �o :� I 60b£ r 13 "1 1.11 /M N NW tl31VM JAd ONIISIX3 dV1 13M O BL b£ =d01 IN3 a \ \ ANV1 JAd ,8 \ AP liaabos,M niddns _ 0 N31N3A3tld MOIJNJ VN mnSS3Nd 3Nn03N \\ \\ w made �mo� o \ — „Z ONV H313W N011VOISdI 9 L 'd01S 'ddOJ ,Z /M NIVH NOI1VNVd35 VO "l A \ All 3rviaai , \ ,Ld , — _ a31vM -1— ,a XNUSIZ3 01103NNCO la v I n `° '- - O9SI =ANI rv3 = ,[ I CI ° \p X— unim sumo" ws m0e _ 3A331S R 3AlVA H-S — Z � ewari ,werro ONIddVI j X „9 /M NIVH]Od0J 1NVIINVS ON11S1X1 dV1 ISM 1191 =ANI \ �� aizc X01 A'NNdJ�£ d \ \\ a�I.dAlNnwwa� = of SL =ANI � AN :HSO1S OAd ,Ol ,NI—H 3 F g \ I doN 11- 90 VO =ANI N .1 '1 p I' " ' Si =ANI M N011V21tld35 150 �w , \ d0 e�s0 >) _ 9`' =ANIM LZSi =ANI 'N 1 m N11-1.1 ,au a„ od �a \ S6'fi£ d01 L5'9£ 101 £9'C£ =ANI NOLLtlNINIHNON 111 \\ A \\ rv�aazz i�' Vrvlervntd of m13d xis. 1I0HNew eaellNes �-s 1I0HNVw eavllNes l -s aavllNes and „9 ` eNo � 1 _ ��- Arvl,�s� o �� I NIa NA31Nd 1 NrvIAI13 nrv�arvrv3e ZO e ro,m 111 ' \\ I\II ` \ 3N a3LyMO3ry _a ��,IQRI�,IR SB'1L 11 -ANI =d01 SlVN ” 0� (1:1SOx�Hai 0310N 3S SN3INn N /M �WNOIS 31V l A HVIINVS ONlallnN ]I V 1J3NNOJ 10 \\ n I - N011V21Vd35,1C0 A II II wrvuu, unw M SN 4 3NO Iv TJHnLJ3114YJ21V ONV d1W /M NOILJ3NNG'J JO 9551 =ANI � � I IY- � N0Iio0IN er 3-3- , s1w0d Ilv elvNlaaoOD 01 aolavalloa =eavllNes and ,a I A q \ 11 V m 1) _ d eM91 i� _ 0H n SH,LONAim `DMSSO a")hL1'11Jd1 Ll' 1 �I AI N or nno is 1AA _ 3—.— OS �"Ib3YV240d _ �Cb .'ON-'bS 3 — 1 3,0e a3M0d lac V � — — :.�Cb � - ;��� of N3ov 3NI NMONANn- _ _ N11w3oa03 �� '�'IVNS�N[HdV2I� s3N0 z N WALrc �NDTH AAR�aNCREiEE PLAN) � � WALK �NDTHA VCa�NCRETE PAN .. .. . . ... . . . . ����� �C4J D9 � K WA Roar ELAS C Lx �a D arc J / � wui: xeoTn vAre D [s e (sE�PLaw) rxPnrvs oN oNT �, s%v ..... ........ ��: L ssx AASrcTO T iso °E i��{~���/��/��!/Y!i� Iii a � T wish SE TreL_ED CONCRETE WALK DETAILS LA N 111111TI l L =1I EI L =1I EI L =1I EI L= 1I7EI L=1IEII W- II -II W Il1 =W111 I�IIL- IIUIL -IIUI uI�IIL- II�IIL -IIA 111 11 HII a (Ana 1-111. AuTnaT iaol�MU�p[usm. BASKETBALL PAVEMENT DETAIL ETI IS D "4250 HIE C' HANDICAP STRIPING DETAIL SHT, I ITT I o (1rvc ­EE) ewE 3 E° ° (�Na,1111ND CRPEE) s. NEiECH)T)°f GSC rc °TROM IT AlIELED P11PT 111. HANDICAP PAIUUNGESYVIBOL E NLI srewE TE 1111E r4 ALUE STRIPE OLIN ELpE nR PE ® °s o rE D TYPICAL HANDICAP PARKING SECTION 1.5 TvPE NO 111 ASPNAL T ASPNUT� T.s 111EIIIIE TwE sP TzC AsvnnL THIS T O T sEEE OAE AT El ®R 7 EE o Ts1 AASmo T o) uAV uuu M CENSn S To LBR aD NN. 80 � oENSiYre (Asia o sn a DD) uAVu yN DENS PeL o[NS Y. u a LBR o AN ' �s5x ` � PSH �uwr Ta ;wD Psi 1 a Tnn DEEM curet WA Dm 11—rNET x11 —LED ma CONCRETE RIRRON CUR' LTI E — PAVEMENT SHETI v ES (SEE PLAN) — `_ COLHEEIE REBARtcUNTINUaps) __ �I aII a NIIa _ - ��All�� II ED A To/10 wwr 11 1111 AL—ILE r�Elx iELE PAVEMENT oa 1u�u o-�sn. AASma ,- eo Cr ILI' 11 111 111 1 El 1111 INEEEIE 11 E-1 DUMI'STER I'AD PAVEMENT DETAIL 0 1 - 11 iNDDS1Ria 11 Il EK1I.LENT PT1D VIN 11I � T] STOP tW� LIE P TOP °N, " pr EpM�A�', S Da oR� siDE 1- wDIVALOrti L a ,� IENID E i riGAnaNS. MIN � 1­1 F11 111E1 11 RIATIRNI I NAIL TYPICAL SIGN IN PUBLIC RIGIIT- 0FNWAY HFA VY DUTY PAVEMENT SECTION III �coric T - is uAx owmv.'ae (1- D ssN P e Na =`Twl. ­1111E1 II T.ie HIT ux 111NITS'o Lae <o AN T4 PASTATENT SECTT(IN NTI STOP I'DAIE TO I.HIIM TO PDn MwpM L a ,� c°NC ATIE TIoNS MIN TYPICAL SIGN ON PRIVATE PROPERTY NTI SECTION THROUGH RAMP WITH LANDING AT NORMAL SIDEWALK ELEVATION ' NEW RAMP TG MATCH EXISHIC IN TYPE OR AS REGENT RY CITY OF WINTER SPWNGS EDGE EF O O O ISEE LET AiL)oNE E °x- 0 0 0 O O O O TRUNCATED DAME PLAN VIEW CURB RAMP DETECTABLE WARNING SURFACE HIE FILL 'TL ALAN wuD aVSn °f CURR RAMP DETATT S Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT S ET 201 iee e ° tlra QWE ApEr. prBntnumAn, SITE DETAILS C 6 00 �•/ ,,1e�tDD1�b:1 HICKS 4AENUF. P AR AT LF.T. P ARK ING PAVEMENT SECTIO\ N oo MAN t IN e ° 6 MM SURrArE oN AL SEE °[TN Jp �pTg R , rzp.1 NAM. �� /rz eRawN TINLE" NOT D aTncremsE) ED 61, T . corlcRETE � BOLLAR" T�ETAIL N oo MAN t IN e ° 6 MM SURrArE oN AL SEE °[TN Jp �pTg R , rzp.1 NAM. �4Z �P,1-1-11 Z'— A.:. ------ 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 pr nwnbar FDOT DETAILS C60,12, w u vWCr aunt __ - JP e " ��� [�A ,.,. ,. ,.,.,,�A.. T� T.,,. „Ta � '��µ[ 6R ,.,.., �,. YNIYID s. � ; I nr "a,. ,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� 1S'X,S "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) 9D° 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� 1S'X,S "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 MEGALUGS). 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 — — — — — — — — _ I 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 . .......... ........ qq 4 Sunin ulilln EV0'0 0Z wr ovw " 13S IIWN3d epuol j `shudS aaau!M loo 4�S aa}aM �Galuauaal3 6ulua¢a1 ul saaloyo ­11 a3M3s — aew1— —1— — " oo s s ° sM a,n a 3wvae 3�oHrvvw ,WtlOw. sIrv3N3ain 3d NO-d —S IvlNUZldoH NNNINI" UN T a3.�3�i ° � °.add35 a ° �7 ry� rvvld i °3a�� °3a r .�3auws °a. ddV,L ONIN2IVM (INV NOIJ.VDMUNdQI ddId 6,­ ­19 9,M I—, p°° ap]M _c , — ° a°,° bl� ,, H 19 VLM 1°a, p°° apiM .c s ­ a 1 I— 6uua 11, , j 41M anl9 p- ap,M si ­j I,,,Z 1,1M —L 6"—M p,opu IS 310N '3dld f0 JIVH d01 ONOZV 03d31NIO dldLS OFIHL V HIM 3dld ]Hi d0 dIVH d01 ]Hi d0 SIGS HLOd NO 03OVld SI 3dV1 — 3dld a]DaVl ONV ,OZ '3dld JO dIVH dot f0 S301S HIO9 ONOIV 030VId SI 3dVl „9 — 3dld ,91 — „9 NIVN d31VM 3I9VLOd NIVM N]iVM 3IOVIOd '"Id 30 3IVH d01 ONOIV 03d31N30 SI 3dV1 „C — 3dld j — ,$Z 3dld IV13M IVOldli SIN a'IOx.'* �'UHT)NOD lWJHH l W)UU SN0113INN00 nv aoa O3i -1-111 1 S s3 1VHS srvo 3INNO3 IN3Iissa rv33m130 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.b0 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 of bl <J 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 fibagla in bottom Ifwetwxll 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 ---- -- - - - - -- �N ee ® EX. TREES TO 5L� SELF INCA 'ate SUCTION ON SCREEN ®LIBi��RL� LEVEL FLOAT SWITTO PUMPING 5 EE �4 REFERTOTNENO T STEMS WRITTEN EPECIFICATIONS ����11111 uiiii uu SiAiE NI CIG �I -0 was crILE Ireoµ PolvrEV c <rs �R ourvs ^ � c" EEwwT nnw RE-U5E METER BACK FLOW DETAIL DETAIL (D-- IN o ` ° "A� `� o.r -°T oao o PLC 0 ^ <N o TAT R OIl o% , pP °�� o "I SIT °° P, O" AT- R ° -EA °o= O�aHO E - T .T.LL O rs ra o�� =nLEeLLE �T�� , �s _L ' 5­ SLA ® v LiuE my ¢srurws ro wnrs swrxs ui�u wacs wsysw swrw siwx. <L SiA �e ti0 1-11 Ap 0 �m . isz row A-1 isu fS N­ TV xaws _ zm nES+rlirers�aurwwrlc rLUSU srzeei r�LCO <r 0 To CHOICES IN LEARNINCz ELEMENTARY m C+- aol 141 E TARTER SCHOOL "E'_ CENTRIFUGAL PUMP SYSTEM DETAIL R Choices In Learning °� °En� °vlaFILTER L. °LEAI° DENTIFIER Elementary Charter School T. T Winter Springs, Florida On Oa Or OArvI�E. 0 �HISn a �, � PERMIT SET o s. ELI o.r °,n o o3'msrELL iw;��Rlb� os. o�� 2010.043 G T- _ T r. a ER CONTROL VALVE 12" POP -UP SHRUB SLEEVE 6' — ROTATOR a cav TRENCN 4" POP -UP ROTOR GATE VALVE DETAIL 5PRAT DETAIL /n\ DETAIL DETAIL DETAIL DETAIL DETAIL LA5T V- I V TALLATIO ID NOT TO SCALE Os: D I pv�nL m - -20 ' RP O we 0 nEra s� ue � drawn b epprwed b prolen number OsenLev uv vev 0 ru vauav xsr ory IRRIGATION I �� ao „RSasza PLAN aos =x m� mvucce�r uixwuu ewwwo mops wo �oamm � b h HERBERT ­1E 10111 ­11 rc Call beb I w �,3o bo»a 1� - - -_- ______ CENiRPL ,111N0 �_ — -- - - - --- -- _ " " " \ \\ 111,E 3" 9L ,v`I E3J 2 5L \> � 111 SL TlY will i W \ ,0 CTYP. � 3•�y�_ � / N .e ` , F SrA �R04 D i i liLLt. `1�6 rcss Callber� low r3i r' sLr' sL ry z sL e" sL E z" �1 5L v, O OaeN SHOWN FO ONL CLARITY WITHIN y CI MAINLINE5 1 (5H IN OUTSIO LIMIT5 FOR CL, v� ,Y '2 A. \I •ES O OaeN \ \\ \ \\ \` o f HTT BUILDING k( •°° 0�2PINE O � o vv vv z�r 2>z rz' vv vv � w \\ \ 4aaauu� I s en V U° U •,a, � \ 1 }J �vv sce V 1 ,avwm O1 °vine °E g oo y .A 4N A . . ° o��wE� '1�NE v 0 levnw ° vv v v o o e \ °, zk ° e°a / ece O�xawE v� ,Y '2 A. \I •ES O OaeN \ \\ \ \\ \` f •°° 0�2PINE O ;, 8 I I 1 GPM TREE O�ePiNE EU l TR o9 �P I . \\ •,a, � \ 1 }J �vv sce O v O isawE E � \ " 1✓ W oo-�sea yr orvirvr ""�aocor / ece O�xawE \ u, A L° O 2N ui Ravi ip,zairv[ E E \ ° ° ,zvwE \ .o« L sawE Nc irvE zPirvE p �ean�u NE F R \\ O zo 09LW y 2 1 1, a° q T €s 1 { SAREA , Choices in Learning 6 ' e, „ , °u: ° Lb RRGA °I "sTALLER IS TO Av °I° DISTUREING THE CRITICAL ROOT ZONES Elementary Charter School J 2'h OE zi°,ix MATCHLINEg 2 »°v= �o'E E 'STING TRfE�wdO REMAIN x _77 _ _ ° wuF " °T� "�I "EIR-3 4_'- _'- _ ° °N�--- - - - - -- N`N Winter Springs, Florida - PERMIT SET M pprRP �$ 2010.043 ue date drawn by ewed by prolec1 numbe GRAPHIC SCALE V I J 11T1 1.111ENTI oeral� mP� l ix eeoT 1 w corm 1 W "W'"W"Y �W�W�Ii - W —w 1II V III i ICI -ICI— - II -1�I- E �xaP - - N w eLeevE sne uP allICK COUPLER NT creeo„li€r�rvra vnier�c<cwcs r��., TYPICAL DETAIL ROUGH IN 5LEEVING DETAIL V. iv. e�ecmicx u, E. T DN—I- ETAIL IRRIGATION I R -2 PLAN , I, ° °, n,mb °, bh 1 a 0 Oe o�?%'n eow: Os�nu ry f.eau o Sr 3 0 o � TREE rd?�T AREA Oioawn RRICUATION INSTALLER IE TO AVOID O ,.ca ,sow: � �ow:u CISTUR ING THE CRITICAL ROOT ZONES Exisrw� — x x Boa rvE � o irvs O Oszvws sp \\ \ \\ •z.- �oow:s ,zPws �ePOE O ea rvs 'q \\ Oirou: EX TREES TO o�eour •.eou:o-No-iaou<s gPrvc ,ea \ p \ co 0 oKK \ Z REMAIN, TYP. \ �� p' 2" RECLAIMED WAaE�¢ " 0.8ws 0 �'� "r3' RPZ BACKFLOW� \ p \` �l zoe._,xc O s �,airvE Oa r'irvs , ® O �.ce zzauu o b o e zeau o 2P1OE�uirv[ O,rzaix� io-eow:s eairvE ""` 3 RE RNIIEO SUB- THNIPf TO THE �,n -scows 8P1NC aPirvs 4L0/EI2 PUMP STATION. �.zaw: O rvE , o�rzawc � nn �Sa io i Op sr'iry �I 00 O,oairvc eairvE ovirvs ,eauu ,sPirvc� iNC� .. Il r a, oO SawE O,xaix� I Q' rv� e.w� �aPwE, GrNERAL NOTES UT -- 111L I — 11111-1 T11 Ill IINIL 4iRE45 TO 5E AC RRIC:ATICN 5 T 5TE l FEFFOFT - 14NCE NOTES IT N GRAPHIC SCALE Choices in Learning Elementary Charter School Winter Springs, Florida PERMIT SET 2010 M ow db roi,d number issue date drewnb eor e o IRRIGATION ��� PLAN ,,t nnmb,r E"E bh 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, Pyramidal shape_ OV 25 s virg inlena 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 Pretend Lantana 12' -15" 5prd. 30 " O.C. I Gallon, Full to Basa DB Q- LaNTITI' REMOVED CREDITS REPLACEMENT REQUIRED MOA 1 Muhlenbarg la caplllena Muhly 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 obovatuin '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 flaccide Yellow canna Lily 10 -12 Ht, 3m" O.C. 3 Gallon, Min. S Rinnars FCC a7 P-1—ale Pickerel weed Im ^ -12' Ht. 30 " 11 3 Gallon, Full 50. AND MULCH SOD 157,856 SF Argentina Baiha Contractor to verify amount MULCH Pina Bark Nuggat 13 ' I'1In. Deep 2. Tree Barrlars around trees to be saved, must ba In GRAPHIC place prior to any demoliuo or tree remora ls. (Wren) LANDSCAPE NOTES: L It the went of variation between the st qua shown on the plant li isles end the plans, the plans shall control. Sod quantity take -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 et 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 ea_ 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 n plants 6 from (allln - bein g blown over. The landscape ntractor shall straighten, repai and/or replace any plants damaged by a failure to properly stake or guy any —p tr - his /her o en _ The endscape ontrector shall not benrezpo at nelble for any trees blown over or damaged by winds in si—I of 5m miles per hour. 1. Unless otherwise stated on Chase plans, the landscape ontrector 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 landscape contractor shell e e that this work foes not rote rupt existing or projected drainage patterns. 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 bests. 12 -ht— shall be the responsibility of the landscape contractor until such time as (Inel acceptance of tY>° project has been granted by the Landscape Architect. Maintenance shall include watering, mulching, . —I's pruning, replacement or deed and dying plants c Ling sod and any o r operation necessary for the proper care of these plentz. 13 All tr shrubs, grown d c end so d shall be guy 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 I--Ips ontrector shall not be rasponslble to ho wa nor any anty For me loss of any trees, shrubs ro , gund c sod used by floo ding, fire, freezing temperatures winds over 5m miles per Mur, Ilg—Me o any other natural disaster. The landscape ontrector 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 described in Florida Grades end Standards for Nursery Plants, Florida Department of Agriculture. lb The Landscape Architect shah have the right a any t' e during these operators to reject any end an plant materiel end worWnanahlp whlrn 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 iecue drawn by ep ed by -A1 number LANDSCAPE ��� PLAN nnps—bpr bh ��� iuU�S.C.E� FL Choices in Learning ... . . ..... Elementary Charter School — — — — — — — — — — Winter Springs, Florida PERMIT SET 2010.0, I­ 111, B df a � RP t, — bV Ipp—ld bV pr,l,l LFC,FNt:' TO REMAIN LANDSCAPE PLAN LA-21 ,h,,t ember i N GRAPHIC SCALE BEUOMO b h (W rear 1 goo �MERT FL 2 --211 " 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[ E c,o ­­E �Q ` \airvOevry \ eawe 1211 a " eAEAL PALM D ' .�u. L°car�ow > r IN-- FI­INI 1 --II— s To .VffrIO AEE�� ° rl� ALL I— PITS �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. EoIL 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 IIll� use °'� - - II FIIFIIFIIFIIF N F02 ALL anal w .ti pa iw ELe,ar MIE11- ­E1 as sEEC o_ IRApI— rL1L`ITI 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 lacuesdete a d H r W epRrP ed W xa � LANDSCAPE LA- PLAN nrvrv� BELICW HERBERT �1 MULTI TRUNK TREE DETAIL N.rs. �� i � LE6END EXISTING TREE m� TO REMAIN r-RIOR ro wsrnLLOr�ou TUV 1 rrcN 1 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-- FI­INI 1 --II— s To .VffrIO AEE�� ° rl� ALL I— PITS �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. EoIL 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 IIll� use °'� - - II FIIFIIFIIFIIF N F02 ALL anal w .ti pa iw ELe,ar MIE11- ­E1 as sEEC o_ IRApI— rL1L`ITI 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 lacuesdete a d H r W epRrP ed W xa � LANDSCAPE LA- PLAN nrvrv� BELICW HERBERT �1 MULTI TRUNK TREE DETAIL N.rs. �Il \l�I Choices in Learning Elementary Charter School Winter Springs, Florida ECOLUME ECA/ECWm-- C� iii I j L17 1�� M= POLE SELECTION FOR FIXTURES SLA. SLA2. ME. AND SLF ■FMF,9 Z ECOLUME ECA/ECW IBM , n I Sky Cast Pole Builder V..j&QM4idg. t—A--A POL SELECTION FOR FIXTURES SLA, SLA2, SLB, AND SLF POLE SELECTION FOR AND SLF An Choices in Learning Elementary Charter School VAnter Springs, Florida PERMIT SET —25— 11.13 I—A11111 2010.043 SITE LIGHTING CUT SHEETS SL-2 W ; 6h ECOLUME ECA/ECW— ..... ...... 110 Line M ---- - 1 - MMlMllllll ITSUI MEN PHILIPS Op GARDCO ............ ....... IN 100 Line lo I Perform sc—e ®m � I -------------------------------------------------- ECOLUME � �� Choices in Learning Elementary Charter School Winter Springs, Florida IMAGE OF FIXTURES AND SLF TOPOGRAPHICAL SURVEY SR N o . 434 (S NO. FORMERLY (50 R/Vq) S T' �,,,,,o I .�,� .moo S7 '1 7)� 0 4-34 A LEI 11 POEL E' LET5 — 11 LAI� JESP. Al k I- IPILAD, ELAY lll TIE EaoK i. —0— .1 1E.-LE a r 1LO-1 SURVEY NOTES: Tl —T . ......... .... .... .. . .. ........ L - - - -- Z% � v GRAPHIC SCALE 0 30 60 120 180 SCALE 1" — 60' E� 'j o SPECIFIC PURPOSE SURVEY: UTILITY LOCATIONS Z% M GRAPHIC SCALE 41 9) te I Np 434 (S.R. .�: -_ o 30 60 )2o a FORMERLY 5(5 N0, 0' RAW) — n��s rareem.x • — T — SCALE: t" = 60' — aw•x _ — — — - --------- -- ..,E cA a a _ o _ — — _ _ -� " ..o�wrwW.o ...win — — .b �� w,.wM - - - - - -- �°n�are wM�wm L re, ,P Are G�k ren�.o — — — A A „�.AE! �A ILO I'll .LO, . M, AM �� M (R ROIL * Vg —4 LEGAL DESCRIPTION I I I I A M„ LEI 11ANT IN IN PLA, .More , P..L Pace s IC E I I \ .ECa.os OF sEMNM-� FLOADI I Y I A I I mnY e Mr Pn s I TR Y PA p PI \ I I SURVEY NOTES: T RU A \ \ �,,.:. .� O ,w w — I I -- L - - -- IENTIAL ncLE ./w = wnv _ _ () _ _ s (IN Nc) - su.vEVa SPECIFIC PURPOSE SURVEY: UTILITY LOCATIONS "Ara�w are F � E vcc— Pouno ER N.0 — — — T E c E) — - T - A D _ _ _ s BLKHWK Pre. u.- eFereence Es ) (nre) Rn L All LENGTH _ N oIs P.c - .sE cU.uE .a_ uAM E, wcas. aAPTE. sn -�T. FAC, Pu.sunNT TM sECTIMN 112 111. ao.mA sATUT l AN c. P. - NT conTreoL - - SS (M. Pws ON MINUS) SO T. = T T OF _ .TM _ -- - - - ,es on A ee INGE All -nMAIP ON oc PLATE ,��re a,. „o , POAD SPECIFIC PURPOSE SURVEY: TREE LOCATION Z% s GRAPHIC SCALE NO, 419) 0 30 60 126 160 NO. 434 :,s•::a FORMERLY 5 ( 50' R /w) — — — — — — — ,~,,,,• — — — — — — — _ SCALE: 1" = 60' — TvLn „ EO _ — — — — — � a „ „aa b,:• "� b ° ® . _ `�= ":::.• °o ®� d „ ...I.a ate" a:P„ ,.° app, ® ®° °„ ,., o,•. , ":r,; „'Po iG ° • r, a att� ®g w „'” o oas°e — A °"°"p' ',µ N,E-Z „ \ �., r o;m o „�s eY „ re a. °' °;' a..g�.,• m , ..,,. a w. ®an° o \\ 'a I °-E�.. ,, °•~xµ, °�.,��n .�,����° ° °,� s off•• � „as ° ° ° �. „eg„„„ ",° ° °' °�^,f'. ,,.' „ aoaae ,�• xn ,m., °HI m.. °s�xra „` °.atom \ �� RO AD LL A LEI 11 IN w PLa, Eaoa ,. Pace s. EEEL�c ` I I , • " °” ° „'` „ \ —0— Or 1E.-LE � ELaRioa. I ..c o \I . „• e 8 "a"K S „ „, °PVre "`[per,,, °X� w „• I I II NPV e CK o 0, TREE LEGEND SURVEYOR'S NOTES 1-11I ,,.d °, °mr I - , ° soevEe El —A. E. wcas. oaEEO —L s, zo,o. Eoe PEe�wEEEe � � 11 �• v A La1REL < °, ° „ °° o °�m�a „� o ary I F �11 11— WERE v ,. °5,a�mo A�Erzo� - I i E � B' IH v v A �a� °, °, 1L, , ,oZo L�OE �, a, eaGEaE� 0a,aEOO v A LINE Ol �, ° „� °��,, �1 -11E INo a NNA 111EO lEAL of <ELOR�oa LAOIEL v \ ° ro „ °, ° INE S \ o-GE eWC „m r °ref '�' "m E .MreK. ,moo Off HO, A re =� °imn °, ,° o- °,i A E rmN���tt.�.v °r I MIT - \ ELM '__ om „�ro,m A °� °, °� <. R o m ° „n, „� a Ee�E�l P „RPOEE 101— �E FOR THE E-1111 ISE aE of ,REEF . o� E.ER �o v STIO -I E P11 -1 O mT —T I —EN. L - - -- w