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Home My WebLink About1999 02 22 Regular Item E ii' ~. COMMISSION AGENDA ITEM E Consent Information Public Hearing Regular XX February 22, 1999 Meeting MGR. ~ /D~_ REQUEST: Community Development Department, Land Development Division, presents to the Commission the recommendation of the Planning and Zoning Board on the site plan (final engineering) for Discount Auto Parts for Commission action on this project. PURPOSE: The purpose of this agenda item is to present to the Commission the recommendation of the Planning and Zoning Board on the site plan (final engineering) for Discount Auto Parts for Commission action on this project. This project is located on the northwest comer of the intersection ofSR 434 and Sherry Avenue, APPLICABLE CODE: ARTICLE VI. SITE PLAN REVIEW DIVISION 2, SITE PLAN REVIEW BOARD (note: read Development Review Committee wherever Site Plan Review Board is used) Sec. 9-341. Creation. There is hereby created a site plan review board for the city, Sec. 9-342. Purpose; composition. The purpose of the site plan review board is to ensure compliance with adopted development standards and the Code of Ordinances, The board shall be composed of the city manager, building official, fire chief, police chief, and any other pertinent department heads or consultants as designated by the city manager, The city manager shall serve as chairman and appoint a board member as vice-chairman in his abseence, February 22, 1999 REGULAR AGENDA ITEM E Page 2 Sec. 9-343. Clerical support and records. Sec. 9-344, Meetings. Sec. 9-345. Procedures, regulations and fees. Sec. 9-346. Prohibitions. Except that used for a single-family dwelling, no parcel ofland within the city shall be developed or improved by construction of any nature without a site plan having been first submitted, reviewed and approved as herein set forth, such approval to be valid for a period not to exceed one (1) year, Upon receipt of written application, the site plan review board may extend the approval for a period not to exceed six (6) months, If development has not commenced within one (1) year from the date of approval or within any extension period authorized by the board, the approval of the site plan originally submitted shall be considered null and void and no development or improvement of any nature may take place until such time as a site plan is resubmitted for review and approval as set forth in this chapter. No building permit shall be issued by the city until the site plan has been fully approved by the board or the city commission when applicable, No work of any nature shall commence on the property until a building permit has been issued, except with the express approval of the board or the city commission when applicable. Sec. 9-347. Duties. Any person desiring to develop or improve any parcel of land as provided for in this chapter shall first submit to the site plan review board a site plan, Such site plan shall be reviewed for compliance with all city ordinances, for conformity with the city's comprehensive plan, for compatibility with locally recognized values of community appearance and design, for conformity with the guidelines established by the city council concerning vehicular traffic access, ingress, egress, internal circulation, parking; concerning emergency vehicle access and concerning February 22, 1999 REGULAR AGENDA ITEM E Page 3 pedestrian movement; for assurances of satisfactory utility service for the health and welfare of the community, to assure compatibility with other improvements and the need for adequate light, air, access and privacy; to assure that the natural qualities and characteristics of the land will be preserved and that the project site will be appropriately landscaped and provisions established for the maintenance of same; to assure that adequate setbacks will be provided within the planned project and that provisions are made for the supervision and maintenance thereof; and to assure that the aesthetic and architectural details of the planned project are compatible with the surrounding area and serve to enhance the character of that area. The site plan shall be reviewed by the board and approved, disapproved or properly referred by such board in accordance with the results of its review, Sec. 9-73. Form and content of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the city commission on any conditional approval of the preliminary plan. The subdivider may propose only a portion of the area of an approved preliminary plan for final development should that be desired, Whenever developing only a portion of an approved preliminary plan, that portion being developed must be engineered so that section is not dependent upon further development to ensure adequate drainage, sewerage, water and other improvements, (b) Additional engineering/plans to accompany the final development plan/plat: (1) Potable water including fire protection systems, (2) Sanitary sewer, (3) Drainage and stormwater management facilities including underdrains. (4) Bulkheads, (5) Excavation and fill, (6) Sidewalks, bicycle paths, and bridle paths. (7) Streets and curbs. Street grades and elevation shall be established to minimize the need for underdrains. In soils where high groundwater is found or suspected, cuts shall be minimized in order to reduce the need for underdrains. Wherever along the proposed roadways projected groundwater elevation is less than one (1) foot, six (6) inches below the February 22, 1999 REGULAR AGENDA ITEM E Page 4 bottom of swale (or bottom of road base where curb and gutter is used), underdrains shall be required, (8) Soils explorations. The results of comprehensive soils explorations, evaluation of results and recommendations by a city-approved soils engineering and testing firm. The soils exploration work shall include as a mInImum: a, Results of borings located by survey at suitable intervals along the proposed roadways; classification and properties of soils encountered; and groundwater elevation to United States Geological Survey datum found subsequent to making the borings, The evaluation of the results and recommendations by the soils firm shall include as a minimum: Recommendations on the type of base construction; projected high-water elevation to United States Geological Survey datum along the proposed roadways, need, design, size, location, depth and details of underdrains; and a recommendation on the elevation of street grades including depth of cut. The results of the soils work, evaluation of results, and recommendations shall be incorporated into the plans and specifications submitted for review, b, If during construction of improvements, the city determines in the field that soils and/or groundwater conditions are found to be different than shown in the data submitted with final development and engineering plans, or there is question about adequacy of the approved plans caused by conditions found in the field, the city shall have the right to require the performance and submission of additional soils work and/or to require modification of the previously approved design plans including, but not limited to modification of street grades and/or installation of additional underdrains, use of soil cement base course, or other modifications, (9) Lot grading, At the time final engineering plans are submitted, lot grading and drainage plans shall be submitted for review and approval. The plans shall show minimum floor elevations for all homes, existing topography, grading of all lots, and any drainage improvements proposed or required on the lots, The lot grading and drainage plans shall show the lot lines, existing topography (one-foot contour intervals), and proposed lot filling, grading and drainage at a scale of one (1) inch is equal to one hundred (100) feet (or larger) in general accordance with FHA standards for lot grading. Substantiating soil borings, evaluations and studies February 5, 1999 REGULAR AGENDA ITEM E Page 5 shall also be submitted to document soil conditions, projected high-water groundwater elevation on the lots, and adequacy of the lot grading and drainage plans. (10) Street lighting plan, demonstrating power company participation, (11) Landscaping plans, Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. S.R. 434 CORRIDOR VISION PLAN - REDEVELOPMENT AREA CHRONOLOGY: March 10, 1998 - Pre-Application Meeting with Staff April 1, 1998 - Conceptual Plan presented to P&Z Board April 27, 1998 - Conceptual Plan presented to City Commission May 18, 1998 - Site Plan submitted to the City for review January 5, 1999 - Development Review Committee met on site plan January 20, 1999 - Site plan presented to P&Z Board FINDINGS: 1) The comments of the Code Enforcement Manager have been addressed by A V ANT, Ltd" in their letter of January 5, 1999 and is made part ofthe engineering plans for this site, 2) The site plan meets code requirements and the guidelines set forth in the S,R, 434 Corridor Vision Plan - Redevelopment Area, 3) The City Manager, at the Commission Meeting of April 27, 1998, voiced opposition to the yellow color (building and sign decor) and stated that the City is willing to work out something that is satisfactory to both parties. The developer is not willing to forsake the "corporate identification decor" unless code forbids it. February 22, 1999 REGULAR AGENDA ITEM E Page 6 4) As to the question of the code requirements - Section 9-347 of the Code reads: ".... .and to assure that the aesthetic and architectural details of the planned project are compatible with the surrounding area and serve to enhance the character of that area"",", The shopping center to the rear of this project has a white band at the top of the building front. 5) Discount Auto Parts does have a store in Jupiter, Florida without the yellow band on the building or a yellow sign (picture enclosed), The Land Development Coordinator has seen two (2) other stores without the yellow band - in Yulee, Florida and in the Bradenton area, RECOMMENDA TION: The Planning and Zoning Board recommended that the project be favorably forwarded to the City Commission for their approval, with the caveat that the developer substitute an acceptable color for the yellow band on the building, Also included in the recommendation is that more landscaping be added, i,e" - shrubs, flowering shrubs, and trees, Staff concurs with the recommendations of the Planning and Zoning Board, ATTACHMENTS: April 1, 1998 - Planning and Zoning Board Meeting Minutes April 27, 1998 - City Commission Meeting Minutes July 21, 1998 - Land Development Coordinator Letter to Kenneth H, Ehlers, P,E, January 11, 1999 - Development Review Committee Meeting Minutes of January 5, 1999 January 20, 1999 - Planning and Zoning Board Meeting Minutes - Site/Engineering and Landscape Plans - S,R. 434 Corridor Vision Plan - Redevelopment Area COMMISSION ACTION: CITY OF WINTER SPRINGS S.R. 434 CORRIDOR VISION PLAN REDEVELOPMENT AREA Revised per City Commission meeting November 10, 1997 NovembcT 14, 1997 20 Redevelopment Area S.R. 434 CORRIDOR VISION PLAN: REDEVELOPMENT AREA OVERLAY ZONING DISTRICT REGULATIONS DIVISION 3. GENERAL DESIGN STANDARDS FOR REDEVELOPMENT AREA Sec. 20-460 Applicability to Redevelopment Overlay Zoning District. The following design standards shall apply to the Redevelopment Overlay Zoning District which includes all properties (involving the entire parcel) lying within the corporate limits of the City of Wmter Springs adjacent to the S,R. 434 right-of-way from U.S. 17/92 eastward to H:ayes Road, Sec. 20-461 Building Height. No building shall exceed thirty-five (35) feet in height. For the purpose of these design standards, building height shall be measured from ground level to the highest point of the coping of a flat roof or the mean height level between eaves and ridge for gable, hip or gambrel roofs. Sec. 20-462 Setbacks. (1) No improvement shall be located on any property closer to any property line than the minimum setbacks set forth below: Buildings FRONT: S.R. 434 Collector Street Internal Street SIDE: REAR: 25 feet 25 feet 15 feet 10 feet 10 feet Parking 10 feet 10 feet 10 feet 5 feet 5 feet (2) The narrowest dimension of a lot adjoining a road right-of-way shall detennine its front for the purpose of establishing yard requirements. (3) All sides of a lot adjacent to streets shall be considered front yards. (4) The following structures are specifically excluded from the setback restrictions: a. Steps and walks, b. Landscaping and landscape berms, c. Planters three (3) feet in height or less, or November 14, 1997 Redevelopment Area (I, ,/ , , d. Other improvements as may be permitted under applicable regulations of the City. The Board of Adjustment will consider any request for the placement of such other improvements within a setback, only after a Design Review Board review and recommendation, In determining whether to recommend City consent, the Design Review Committee may consider, without limiting the scope of their review, the following: (i) the extent to which any hardship exists that would justify a variance from the nonnal setback requirements; (ii) the aesthetics of the proposed improvements and their visibility from common roads and adjacent properties; (iii) the consent or objections of adjacent property owners; and (iv) the nature and use of the proposed improvements. It is the owner's burden and responsibility to provide such infonnation and documentation as may be requested by the Design Review Board in order to justify to the Design Review Board that the intrusion of additional improvements within the nonnal setbacks is beneficial to the corridor and will not adversely affect adjacent property owners. Sec. 20-463 Off-Street Parking and Driveway Requirements. (1) Paved Driveway and Parking Spaces: All driveways and parking spaces shall be paved with asphaltic concrete and/or concrete and shall be curbed. (2) On-Site Parking: All parking areas shall be on-site and shall be adequate to serve all employees, visitors and company vehicles. (3) Rights-Of-Way: Parking is prohibited on rights-of-way or along driveways. (4) Parking Space Size: Each off-street parking space shall be a minimum of two hundred (200) square feet, 10' x 20', in addition to space for access drives and aisles. The minimum width of each space shall be ten (10) feet. The two (2) foot area of paving at the end of each parking space may be omitted provided the area is landscaped with sod or another acceptable ground cover, The two (2) foot landscaped area shall not be counted toward any other green space requirement or setback. Lines demarcating parking spaces may be drawn at various angles in relation to curbs or aisles, so long as the parking spaces so created contain within them the rectangular area required. Up to twenty five (25%) percent of the parking spaces may be nine (9) feet by twenty (20) feet to accommodate compact cars. (5) Handicapped Spaces: Handicapped spaces shall be provided and sized in accordance with 316.1955, 316.1956, 316.1958, 320.0843, 320.0845, 320.0848 Florida Statutes. (6) Access drive Width: Each access drive shall have a minimum width of twenty-four (24) feet. (7) Number of Access Drives: Ifa site has less than two hundred (200) feet of frontage on a right-of-way, one (1) access drive shall be permitted unless there is a joint access drive, in which case two (2) may be permitted. If a site has more than two hundred (200) feet of November 14, 1997 2 Redevelopment Area frontage on a right-of-way, F.D,O.T pennit guidelines (found in 1496-7 Florida Administrative Code) and restrictions shall apply. (8) Turning Radius: The minimum turning radius shall be thirty (30) feet. (9) Coordinated joint use of parking areas during off-peak hours shall be encouraged to be incorporated into the design of projects to reduce the total number of required parking spaces. (10) Whenever practical, vehicular and pedestrian circulation systems shall be separated. A system of multi-purpose walkways and bicycle paths connecting buildings, common open spaces, recreation areas, community facilities and parking areas shall be provided and adequately lighted for nighttime use. The intent is to create a pedestrian oriented system to connect all properties within the Redevelopment Area. Sec. 20-464 Landscaping. The following landscape standards establish the minimum criteria for the development of the roadways, parking areas, and other features to ensure continuity in aesthetic values throughout the corridor. (1) All areas requiring landscaping shall meet or exceed the following general landscape requirements. Such Landscaping Requirements are required for: a. That part of the site fronting a public or private right-of-way that is within the designated corridor. ~ b, Around and within all off-street parking, loading and other vehicular use areas within each site. c. Along the outside of screening walls and fences. d. Adjacent to buildings on the site to complement the architectural style. (2) All landscaping shall be installed according to accepted commercial planting procedures. Fertile soil, free of lime rock, pebbles or other construction debris shall be used in all planting pits. (3) The owner of a site shall be responsible for all landscaping so as to present a neat, healthy and orderly appearance free of refuse and debris. Any dead or dying plant material, including sod, shall be promptly replaced or shall be treated to restore healthy growth to achieve a uniform appearance. (4) All landscape areas shall be adequately irrigated with reclaimed water, where available, based on the following criteria: November 14. 1997 3 Redevelopment Area a. An automatic sprinkler irrigation system shall be provided for all landscaped areas. b. The irrigation system shall be designed to provide full coverage of all landscaped areas and shall be equipped with rain sensors. c. The irrigation system shall be designed and operated to prevent or minimize run-off of irrigation water onto roadways, driveways, and adjacent properties not under the control of the owner of the site. d. The irrigation system shall be maintained so as to be in optimum working order at all times. (5) All plant material shall meet or exceed standards for Florida No.1 plants, as specified in Grades and Standards for Nursery Plants, Parts I and II, 1973 published by the State of Florida, Department of Agriculture and Consumer Services. Trees shall be selected from the Recommended Tree Pallet found at the end of these design standards. (6) The preservation and utilization of a site's natural trees and shrubbery is strongly encouraged. Existing vegetation shall be incorporated into the landscape concept for a site wherever practical. (7) Natural growth may be used to satisfy specific landscape requirements. Relocation of on- site landscaping material is encouraged. (8) When an access way intersects a right-of-way, landscaping may be used to define the intersection provided however that all landscaping within the triangular area described below shall proVide unobstructed cross-visibility at 'a level between two (2) feet and six (6) feet above finished grade. Pedestrian sidewalks shall be provided in the triangular area unless another safe crossing is provided. Landscaping, except grass and ground cover, shall not be located closer than three (3) feet from the edge of any access way pavement. The triangular area shall be defined as: a. The areas of the site on both sides of an access way which lie within a triangle formed by the intersection of each curb of the access way with the street right-of-way with two (2) sides of each triangle being ten (10) feet in length from the point of intersection and the third side being a line connecting the ends of the two (2) other sides. b. The area of the site located at a comer formed by the intersection of two (2) or more streets with two (2) sides of the triangular area being measured thirty (30) feet in length along the right-of-way lines from their point of intersection; and the third being a line connecting the ends of the other two (2) lines. (9) All landscape plans and specifications shall be prepared by a landscape architect licensed to practice in the State of Florida. November 14,1997 4 Redevelopment Area (10) Not less than fifteen (15%) percent of the site shall be planted with a combination of trees, shrubs and ground covers. (11) All parking areas and vehicular use areas shall be screened from the public right-of-way by a landscape screen. This screen may be composed of a maintenance free wall at least three (3) feet in height, or a screen oflandscaping at least three (3) feet in height twelve months after planting. Walls and shrub screens shall be setback a minimum often (10) feet from the property line. (12) Concrete walkways shall be constructed adjacent to the right-of-way of SR 434 where no sidewalk currently exists. The Concrete walkways shall be a minimum five (5) feet wide, The construction of the walkways shall be coordinated with adjacent properties to ensure continuity of design. Where a sidewalk intersects a street or driveway, a curb ramp shall be installed. (13) Landscaping shall be provided between vehicular use areas and the abutting properties as follows: a, A hedge or other durable landscape screen at least thirty (30) inches in overall height above grade when planted, to grow to thirty-six (36) inches within twelve (12) months under normal growing conditions, shall be used between the common property lines. When two (2) hedges occur along a common property line, use of the same plant species is required. If a hedge exists on an adjacent property along a common property line, a duplicate hedge is not required; however, in all cases, tree planting requirements for each property shall apply. b. Live screening material shall be planted in areas not less than five (5) feet in width. Planting areas shall be mulched a minimum of two (2) inches thick with cypress mulching or other organic mulch. c. At least one tree shall occur for every seventy-five (75) linear feet, or fraction thereof, along side (non-street side) and rear property lines. These trees shall be any canopy tree selected from the recommended plant pallet found at the end of these design standards. (14) Landscaping shall be provided for all vehicular use areas so as to provide visual and climatic relief from broad expanses of pavement and to channelize and define logical areas for pedestrian and vehicular circulation. The requirements for landscaping in vehicular use areas are as follows and shall include at least one (1) canopy tree. (a) Parking areas shall include landscaped curbed islands at the ends of each row of parking. These islands shall be a minimum of ten (10) feet wide and as deep as the combined parking space( s) plus median, if any and shall include at least one (1) canopy tree.) November 14,1997 5 Redevelopment Area (b) Each parking bay shall have no more than ten (10) continuous parking spaces unbroken by a landscape island, (c) Parking bays shall have a maximum offorty (40) cars. Where total parking requirements for a parcel exceed forty (40) cars, parking lots shall be broken into distinct areas separated by continuous landscaped islands at least five (5) feet wide. Landscaped islands shall contain one (1) canopy tree for every thirty (30) linear feet of island. (d) Each separate required landscaped island shall contain a minimum of one hundred sixty-two (162) square feet with a minimum interior dimension of nine (9) feet and shall include at least one (1) tree, ( e) As an option, a six (6) foot wide landscaped island may be constructed between rows of parking which shall count towards the required open space. If this option is used, the parking spaces abutting the island may be shortened to nineteen (19) feet in length and the unbroken rows of parking may be extended to twenty (20) spaces. The landscaped island shall contain one tree for every thirty (30) linear feet of island. (15) A landscaped unpaved area shall surround each office building, occurring between the facade of the building and paved areas whether a parking area, drive or sidewalk as described below. a. Along the front and side of an office building a minimum landscaped area of ten (10) feet shall be maintained. Sidewalks are not considered part of the landscaped area. b. Along the rear of an office building a minimum offive (5) feet oflandscaped area shall be maintained. Loading areas may be permitted along the rear or side facade of a building. c. For retail buildings, paving may be allowed up to the facade of a continuous storefront building if landscaping is provided intermittently along the facade of the building consistent with the following: (1) A minimum offifty (50%) percent of the front or side with continuous storefront must be landscaped. (2) Each landscaped area must have a minimum width of three (3) feet. (16) Foundation and accent planting shall be provided around all structures for the purpose of enhancing and complementing the architectural character of the structure. (17) Additional green space and landscaping shall be required at access drives. November 14, 1997 6 Redevelopment Area (18) Drainage retention areas required on individual sites shall be sodded and designed to blend with the overall landscaping and landform of the site and may be included in the fifteen (15%) percent landscaped area. Wet retention may be permitted if conditions for dry retention cannot be met Ifwet retention is used, it shall be placed at the rear of a property and screened so as not to be visible from road rights-of-way or adjacent property. Wet retention may be allowed adjacent to S.R. 434 if designed to be part of a water feature. Designs of retention ponds which require fencing shall not be permitted unless it is essential to the development of a site because of a hardship. If chain link fencing is used, it must be either black, bronze or green coated, Decorative metal or masonry fencing is permitted. Wooden fencing is not permitted. (19) All stormwater management areas shall conform to the design criteria promulgated by the City of Winter Springs and the St. Johns River Water Management District. (20) A tree survey shall be submitted with any application for site plan review showing all trees over two (2) four (4) inches in caliper. Existing trees to be removed and retained shall be shown on the site plan. Prior to any site clearing activities all existing trees required to remain by the Design Review Board shall be tagged in the field for inspection and approval. Barriers shall be erected at the dripline of trees for protection against construction activities. (21) Any existing tree( s) indicated to remain on construction plans approved by the Design Review Board that are damaged or removed shall be replaced with new tree(s) consistent with Chapter 5; Section 5.5 of the City of Winter Springs Code of Ordinances. (22) All areas not otherwise landscaped, including the right-of-way, shall be sodded with St. Augustine solid sod by parcel owners, Other suitable sod may be permitted in low visibility areas or areas subject to periodic water inundation. Sec. 20-465 Buffers and Walls. (a) Buffers: A minimum ten (10) foot landscape buffer shall be provided by the developer/property owner abutting the S,R. 434 right-of-way lines at the time of development order or permit approval, The landscape buffer may be contained within a landscape easement. (1) The developer/property owner shall be responsible for the purchase, installation, maintenance and irrigation of all required landscaping. (2) This area shall be planted with live oaks or other canopy trees (from the recommended tree pallet found at the end of these design standards) with a minimum two and one half(2 1/2) inch caliper and overall height often to twelve (10 to 12) feet at time of planting no closer than five (5) feet from the back of the right-of-way line. The trees shall be planted every fifty (50) feet. November 14, 1997 7 Redevelopment Area (3) No existing or dedicated public or private right-of-way shall be included in calculation of the buffer widths. (4) Stormwater management areas may not occur in the buffer area. (b) Walls: All freestanding walls, sound barriers, ground sign enclosures, planters, man-made structures fronting along the designated roadway or its major intersections shall be of brick, decorative or split-faced concrete block. When these materials are used for 'a visual screen, they shall conform to the architectural style, materials, and color of the development. Sec. 20-466 Signs. All signs and sign elements, including shape, form, lighting, materials, size, color and location shall be subject to approval by the Design ReviewBoard if such signs or sign elements are visible from adjacent properties or a street right-of-way. (a) Ground Mounted Multi-Tenant or Project Identification Sign: For each multi-tenant development under separate ownership, one (1) wide-based monument style permanent sign with landscaped base identifying the name of the development and businesses within the development shall be pennitted. For developments with five hundred (500) feet of frontage or more on a major road, one (1) additional sign may be permitted. The minimum separation for all signs on an individual ownership parcel shall be two hundred (200) feet and: (1) Shall only advertise the name of the commercial development companies, corporation or major enterprises within the commercial development. The primafy address of the building shall be incorporated into the sign with numeralslletters a minimum of eight (8) inches in height, but the address shall not be counted against allowable copy area. (2) Shall be located no closer than ten (10) feet from front, side, or rear property lines. (3) Shall have a maximum of two (2) faces. (4) Shall be consistent in design, format and materials with the architecture of the proposed building(s). (5) A wall sign shall not be higher than eight (8) feet above the closest vehicular use area. (6) Landscaping shall be incorporated around the base to include low growing shrubs and ground cover and/or annuals to promote color. November 14, 1997 8 Redevelopment Area (7) Signs shall be in accordance with the following schedule: Building Size (Gross Floor Area) Maximum Copy Area Maximum Height Under 75,000 square feet 75,000 - 250,000 square feet Over 250,000 square feet 32 square feet 48 square feet 64 square feet 12 feet 14 feet 16 feet (8) Multi-tenant centers are permitted one additional signs for each anchor tenants according to the following schedule: Building Size (Gross Floor Area) Anchor Tenant Additional Signs Under 75,000 square feet 75,000 - 250,000 square feet Over 250,000 square feet 2 of 12 square feet 3 of 12 square feet 4 of 12 square feet An anchor tenant is defined as the major retail store(s) in a center that is in excess of one hundred (100) front feet and a minimum area often thousand (10,000) square feet. (b) Ground Mounted Single-Tenant Identification Sign: One (1) wide-based monument style permanent project identification sign shall be permitted per single-tenant parcel. One additional permanent wide:-based monument style project identification sign may be permitted for parcels in excess of one (1) acre with more than one (1) ingress/egress serving more than one (1) building. The minimum separation for all signs on an individual ownership parcel shall be two hundred (200) feet. (1) Shall only advertise one (1) person, firm, company, corporation or major enterprise occupying the premises. (2) Shall be located no closer than ten (10) feet from the front, side or rear property lines. (3) Shall not exceed two (2) faces. (4) Sign copy area shall not exceed thirty-two (32) square feet per face. For parcels in excess of four (4,0) acres, the project identification sign face may be increased to forty-eight (48) square feet. (5) Shall be consistent in design, format and materials with the architecture of the proposed building. November 14,1997 9 Redevelopment Area (6) The sign shall not be more than eight (8) feet in height above the closest driveway or vehicular use area. (7) Signs shall be in an enclosed base a minimum width of two-thirds (2/3) the width of the sign. Landscaping shall be incorporated around the base to include low growing shrubs and ground cover and/or annuals to promote color. (c) Building Mounted Multi-Tenant Identification Sign for Buildings with Separate Exterior Tenant Entrances: In addition to the ground mounted identification sign, tenant signs shall be permitted on the exterior walls of the building at a location near the principal tenant entrance, and be consistent with the following criteria: (1) Shall only advertise one (1) person, firm, company, corporation or major enterprise occupying the premises. (2) The sign(s) shall be clearly integrated with the architecture of the building. Shall be consistent in design, format, and materials with the architecture of the proposed building. (3) The sign(s) shall not project above any roof or canopy elevations. (4) Wall signs shall display only one (1) surface and shall not be mounted more than six (6) inches from any wall. (5) When more than one (1) tenant sign is used on one (1) building, all tenant signage shall be consistent in size, materials, and placement. (6) The maximum size of sign letters and logos, including any sign backgrounds, shall be twenty-four (24) inches in height for individual tenants other than anchor tenants. The maximum height of letters and logos for anchor tenants in a retail center shall not exceed twenty-five (25%) percent of the building height. An anchor tenant is defined as the major retail store(s) in a center that is in excess of one hundred (100) front feet and a minimum area often thousand (10,000) square feet. (7) The length of the sign may occupy up to seventy (70%) percent of the linear feet of the storefront the business occupies. The anchor tenant may have the signage permitted for a Building Mounted Single Tenant Identification Sign. (8) For office buildings, one wall sign not exceeding two (2) square feet shall be permitted identifying an individual tenant. The sign shall be located adjacent to the building entrance. (d) Building Mounted Single Tenant Identification Sign: In addition to the ground-mounted identification sign, a building mounted identification sign may be permitted consistent with the following criteria: November 14, 1997 10 Redevelopment Area '. (1) Shall only advertise one (1) person, firm, company, corporation or major enterprise occupying the premises. (2) The identification sign is located on the exterior wall of a building, (3) The sign shall be clearly integrated with the architecture. (4) The sign shall not project above any roof or canopy elevations, and the top of the sign shall not be higher than fourteen (14) feet above the main entry floor, (5) The sign shall display only one (1) surface and shall not project more than six (6) inches from any wall. (6) Signs shall conform to the following schedule: Building Size (Gross Floor Are~ Max. Copy Area Max, Letter Height Less than 50,000 square feet 50,000 to 100,000 square feet Over 100,000 square feet 16 square feet 32 square feet 48 square feet 2 feet 25% Height of Building 25% Height of Building (e) Additional SignsNariances: Under special circumstances, such as for parcels on comer lots, additional signs consistent with these design standards may be approved by the City Commission, upon a request submitted to the Board of Adjustment pursuant to Sec, 20-82 and 20-83 or the City Code, The Board of Adjustment shall recommend variances of this sign code in specific cases where such variances will not be contrary to the public interest and where, due to special conditions, a literal translation of this sign code would result in unnecessary hardship. All requirements, procedures, findings and appeals of sign code variances shall follow those provisions for zoning variances. . (f) Commercial Outdoor Advertising (i,e. Billboards) Off-site advertising signs such as billboards are prohibited. (g) Changeable Copy Signs: In order to create continuity throughout the corridor all changeable copy signs shall be as follows: (1) The sign cabinet shall be all aluminum extrusion or better as approved by staff Changeable copy signs may be incorporated into permitted signs and shall be included as part of the permitted sign area as described below: a. Changeable copy signs shall not comprise more than twenty-five (25) percent of the permitted sign area; November 14, 1997 11 Redevelopment Area b. Movie theaters and other performance/entertainment facilities may utilize up to eighty (80%) percent of the permitted sign area for display of films, plays or other performances currently showing, Such copy area shall be included as part of the permitted sign area, c. Movie theaters may use up to eighty (80%) percent of permitted wall sign area for display of names, films, plays or other performances currently showing. d. One changeable copy sign advertising the price of gasoline is permitted on gasoline station sites provided it shall not exceed twelve (12) square feet per sign face, (2) The sign face shall be acrylic Pan X 15 or Equal. (3) The letters and track shall be Wagner Zip-Change or Equal. (h) Backlit Signs: Backlighting of signs, including awning signs, shall be permitted. (i) Window Signs: Window signs may be permitted under special circumstances for retail establishments such as signs inside and on a window or in a display of merchandise when incorporated with such a display. The total area of all window signs, temporary and permanent, shall not exceed twenty (20%) percent of the window glass area to be calculated separately for each separate storefront. Window signs shall count against total allowable copy area if they are permanently attached. (j) Construction Signs: One (1) construction sign, denoting the owner, architect, landscape architect, engineer, financial institution, contractors, or containing any statement pertaining to the project for which a building permit has been obtained, will be permitted during construction. The construction sign shall not exceed sixty-four (64) square feet in area and shall not exceed fourteen (14) feet in height or width. The construction sign shall be removed from the site by the owner upon substantial completion of all construction, or upon the issuance of a final Certificate of Occupancy, whichever is sooner, If the sign is not removed when required, it may be removed by the City at the owner's expense, (Ie) Marketing Signs (e.g. "Space for Rent" sign): (1) Only one (1) marketing sign shall be permitted on each parcel during the building's "leasing period". At the end of the leasing period, marketing signage shall be removed from the site by the owner of the site. (2) All marketing signs shall be submitted to the City for approval and location prior to the sign's installation. November 14, 1997 12 Redevelopment Area (3) Marketing signs shall be set back a minimum of twenty-five (25) feet from the front, side and rear property lines. They shall not create a visibility obstruction to vehicular traffic. (4) For parcels in excess offive (5) acres or with frontage on more than one (1) road, one (1) additional marketing sign may be permitted. Signs must be a minimum of two hundred (200) feet apart. (5) Marketing signs may be double faced. Sign faces shall be parallel and mounted on the same poles. The total copy area shall not exceed sixty-four (64) square feet and no more than ten (10) feet in height. The total of a single face shall not exceed thirty-two (32) square feet. (6) Marketing signage may be incorporated within the construction signage, but the signage shall not exceed sixty four (64) square feet in area. (7) Marketing signs may be lit so as to illuminate the lettering on the sign. (I) Political Signs only by permit. (m) Electronic date, time and temperature informational signs are permitted. Such signs shall be counted as part of the total copy area of the overall sign. (n) Prohibited Signs: The following signs and/or devices are prohibited in the corridor. (1) Any sign or part of a sign which is designed, devised, or constructed so as to rotate, spin, gyrate, turn or move in any animated fashion. Signs shall not incorporate neon or reflective materials so as to create the appearance of motion. (2) Any sign painted directly on any exterior wall. (3) Signs projecting more than six (6) inches in depth. (4) Roof signs. (5) Bench signs. (6) Snipe signs (e,g. signs attached to trees and poles). (7) Freestanding signs unless otherwise provided for herein. (8) Trailer signs. (9) Signs attached to temporary structures. November 14, 1997 13 Redevelopment Area (10) Billboards (11) Any vehicle with a sign or signs attached thereto or placed thereon with three exceptions as follows: (a) any vehicle when parked or stored within the confines of a building; or (b) any vehicle upon which is placed a sign identifying a firm or its principal product if such vehicle is one which is operated during the normal course of business and shall be parked in the least visible spot from the road; or ( c) a trailer placed on a job site during construction. (12) Pole signs, (13) Balloon signs. (14) Ribbon signs. (0) Permanent Flags: Only project flags or governmental flags shall be permitted in conformance with the following standards:' (1) One (1) flagpole and one (1) flag may be permitted per parcel. (2) The maximum width from top to bottom of any flag shall be twenty (20%) percent of the total distance of the flag pole. (3) Flagpoles shall maintain the same setback requirements as project identification signs. (4) Flagpole heights shall be between twenty (20) and (35) feet in height above grade, (5) A project flag shall only contain information permitted on the project identification sign. A project flag shall be submitted to the Design Review Board for approval. (P) Temporary signs for special events. (1) Permits for temporary signs, such as pennant and banner signs, not otherwise prohibited are allowed for such purposes as auctions, special events, notice of opening of new businesses, and going out of business sales. Permits for temporary signs shall authorize the erection of the signs and maintenance thereof for a period not exceeding fourteen (14) days; and permits cannot be renewed on the same sign, nor shall another temporary permit be issued on the same location, within ninety (90) days from the date of expiration of any previously issued temporary permit. (2) Signs for specific events shall be removed within two (2) working days after conclusion of the event. A freestanding temporary sign shall be no larger than thirty- two (32) square feet, and may be double sided, Banner signs may be sized to extend across roads, November 14, 1997 14 Redevelopment Area (q) Maintenance: All signs and associated apparatus shall be maintained by the owner of the site. Violations shall be processed through the City's Code Enforcement Division. (r) Nonconforming Signs. (1) Any sign, other than billboards, having an original cost in excess of one hundred ($100) dollars and which is nonconforming as to permitted sign area or any other reason which would necessitate the complete removal or total replacement of the sign, may be maintained a period of from one (1) to five (5) years from the effective date of these design standards. The term of years to be determined by the cost of the sign or of renovation, including installation cost, shall be as follows: Original Sign cost or Renovation Cost Permitted Years from Effective Date of Design Standards $0 to $3,000 $3,001 to $10,000 Over $10,000 2 3 5 (2) Any owner of a sign who desires to rely upon an amortization period longer than three (3) years shall file with the City within one (1) year from the effective date of these design standards, a statement setting forth .the cost and date of the most recent renovation, and a written agreement to remove or bring into conformance the nonconforming sign at or prior to the expiration of the amortization period applicable to that sign. The maximum period to amortize a sign shall be five (5) years, (3) Violations shall be subject to Chapter 2, Article 3, Division 2. Code Enforcement, City of Winter Springs Code of Ordinances. Sec. 20-467 Utility Lines. All new or relocated utility lines within the designated corridor shall be constructed and installed beneath the surface of the ground unless it is determined by the City that soil, topographical, or any other compelling conditions, make the underground installation of such utility lines as prescribed herein unreasonable and impracticable. (1) It shall be the developer's responsibility on-site to make the necessary arrangement with each utility in accordance with the utility's established policy. (2) The underground installation of incidental appurtenances, such as transformer boxes, switch boxes, or pedestal mounted boxes for the provision of electricity shall not be required. However, such appurtenances where not rendered impractical by the determination of the November 14, 1997 15 Redevelopment Area City shall be installed on the site of any development approved after the adoption of this section. The necessary easements to allow the utility company access and service to such appurtenances shall be dedicated to the service provider by the developer prior to issuance of a building pennit. (3) All transformers and switch boxes related to development approved after the adoption of this section shall be set back a minimum of fifteen (15) feet from any right-of-way and visually screened using landscape materials or masonry construction in conformance with these land development regulations. Sec. 20-468 Corridor Access Management. (a) A system of joint use curbed driveways and cross access easements shall be established wherever feasible along the S,R. 434 Corridor and the building site shall incorporate the following: (1) A cross access corridor extending the entire length of each block served to provide for driveway separation (consistent with the access classification system and standards). (2) A design speed often (10) mph and sufficient width to accommodate two-way travel aisles designed to accommodate automobiles, service vehicles, and loading vehicles. (3) Stub-outs and other design features to make it visually obvious that the abutting properties may be tied in to provide cross-access via a service drive. (4) A unified access and circulation system plan that includes coordinated or shared parking areas is encouraged wherever feasible. (b) Shared parking areas shall be pennitted a reduction in required parking spaces if peak demand periods for proposed land uses do not occur at the same time periods. (c) Pursuant to this section, property owners shall: (1) Record an easement in the public records allowing cross access to and from other properties served by the joint use driveways and cross access or service drive; (2) Record an agreement in the public records that remaining access rights along the thoroughfare will be dedicated to the City of Winter Springs and pre-existing driveways will be closed and eliminated after construction of the joint-use driveway. (3) Record a joint maintenance agreement in the public records defining maintenance responsi~ilities of property owners. November 14, 1997 16 Redevelopment Area (d) The City Engineer may reduce required separation distance of access points, except as provided in (f), where they prove impractical, provided all of the following requirements are met: (1) Joint access driveways and cross access easements are provided where feasible in accordance with this section. (2) The site plan incorporates a unified access and circulation system in accordance with this section. (3) The property owner shall enter a written agreement with the City of Winter Springs, recorded in the public records, that pre-existing connections on the site will be closed and eliminated after construction of each side of the joint use driveway. ( e) In the design of a system of joint use driveways and cross access easements, building sites involving garage doors and bays associated with any use within the district shall be located perpendicular to S,R. 434. Sec. 20-469 Building and Screening Design Guidelines (1) Projects are encouraged to use materials consistent with materials used in the area. Acceptable materials include stucco, concrete block, reinforced concrete with tile, and brick and terra cotta accent material. Inappropriate materials are river rock, unfinished timber (unpainted), shake roofs, reflective/mirror glass, and metal siding. Materials should be of high quality and well crafted, (2) Mechanical equipment and appurtenances, including but not limited to air conditioner units, ventilation equipment, refrigeration systems, heating units, etc., must be screened so that they are not visible from any public right-of-way. The screen shall consist of a solid wall, facade, parapet or other similar screening material which is architecturally compatible and consistent with the associated building. Such screening material shall extend at least one (1) foot above the object to be screened. If landscaping is utilized, the plantings must be high enough within one (1) year of planting to provide a screen which will screen the entire unit. In the case of satellite dishes, they shall be screened from view from ground level of adjacent rights-of-way and properties by buildings, dense landscaping or screen walls. The Design Review Board may permit dishes on buildings if no part of the dish is visible from the ground of surrounding properties. Setbacks for antennas and satellite dishes shall be the same as the building setbacks. (3) Dumpsters and similar facilities shall be screened on all four (4) sides from public view. Both sides and the rear of such facilities shall be screened by an opaque concrete wall, or similar material. Dumpsters shall be placed in an area that is least visible from a public right- of-way, November 14,1997 17 Redevelopment Area (4) All storage areas shall be screened from view from the right-of-way and from adjacent residential zoning districts. Screening enclosures may consist of any combination of landscaping and opaque building materials. If building materials are utilized, such material shall be consistent with the architectural design of the principal structures. (5) Side and rear elevations of buildings visible from a public street or adjacent property shall be designed in the same architectural style as the main facade. (6) All doors for service entrances or bays shall not face a public street unless they are screened to obscure service activities. (7) Outparcels in vacant parcels that are developed or where the entire center is redeveloped, shall conform to the architectural, signage, and landscape theme of the overall project and must share an internal access with the overall project. (8) Newspaper, magazine and other such vending machines, ATM's, pay telephones, and trash receptacles shall be encased in a structure that is architecturally compatible and consistent with the adjacent building and other site details and must meet building setbacks. (9) Exterior lighting shall be a cut-off light source to protect adjacent properties from glare. All exterior lighting shall be consistent and compatible throughout the project. (10) Buildings with multiple storefront entries are encouraged to incorporate overhangs in the design offront facades as appropriate to promote pedestrian activity. (11) Backflow preventers and other above ground valves shall be screened so they are not visible from the street right-of-way using either landscaping or an opaque building material and shall be subject to buffer setback requirements. (12) A bicycle parking area, with bicycle racks, shall be incorporated into a project near the main entrance to the building. Such parking area with racks shall not be located on sidewalks. (13) Drive-thru pick up windows shall not be permitted on the front or sides of a building fronting on S,R. 434. Sec. 20-470 Development Agreement Any developer may propose to enter into a developers agreement with the City designed to set forth terms and conditions appropriate to meet the circumstances of the specific proposed development. Such Development Agreement shall be reviewed and approved by the City Commission. The City Commission may vary the standards of this ordinance, including building or perimeter setbacks, parking standards, signage, and other standards. If an increase in building November 14, 1997 18 Redevelopment Area height beyond thirty-five (35) feet is requested, the City Commission must find that Fire Department capabilities are adequate to address the change. Such consideration shall be based on building site constraints or physical characteristics of the property, provided specifically, however, that any such concessions for a constrained site shall only be considered by the City Commission in a Development Agreement if enhanced perimeter landscaping or buffering is provided to assure that the objectives of this ordinance are achieved, Sec. 20-471 Corridor Design Review Board. The Development Review Committee shall serve as the Corridor Design Review Board for developments in the Redevelopment Area Overlay Zoning District of the S,R. 434 Corridor and shall review such developments for a unifying theme according to the design standards and make recommendation(s) to the Planning and Zoning Board. The Design Review Board shall review and make a recommendation regarding any proposed Development Agreement pursuant to Section 20-470 of this Code. November 14, 1997 19 Redevelopment Area ~ . . "~ ; ;, I ... " . .!:, ~ ~ r!t 1/ 5. PAVING, GRADING AND"DRAINA~.~. . '\ '........""u.;"'..._ · 6., UTILITY PLAN A~g,,~ .~ 7. PAVING AND DRAINAGe ~AlLS 8. PAVING AND DRAINAGE SPECIFICATIONS . - . ---..,. . " ... DISCOUNT AUTO,"P ARTS, INC. STORE NO. 'OSO(R) 380 S.R. 434 (LONGWOOD-()VIEDO ROAD) WINTER SPRINGS, 'FLORIDA i MARCH, 1998. I I I \ I INDEX OF DRAWINGS Sr~ rt RO~D ENGINEER 1. COVER SHEET 2. EXISTING CONDITIONS PLAN/SURVEY . 3. DEMOLITION PLAN 4. SITE PLAN .,r :,,1" 'y 'I:, .~ KEN EHLERS ,'~~ P. E. CONSULTING ENGIN~f\R t 608 LAKESPUR hAN~ ALTAiVO\JTE SPRINGS, FLORI~t 32714 - -"I Tel 1 - 407 - 8 6 2;7..8~Y1t)jr";~ Fax 1-407-862-670~' ':~" o <( o ~ (j) tf) o ~ D 434- S\~,[ ROp.. fJ) 0 w <( >- 0 <( ~ I ^ .; . ,. VICINITY MAP NOT TO SCALE OWNER. . LOCATION MAP " ,/"--- -- SECTION 22, TOWNSHIP 20 SOUTH, ~ANGE 27 EAST / 4900 FRONTAGE ROAD,--$()UTH P.O. BOX 8080 .' .-.',\. LAKE LAND, FLOAIDA'33B15 (941) 927-6228 .,' -"'a.:= ~~ :...-':~ SHEET 1 OF 8 ~. ""~ . ". 1.';~..... ,ENGINEER'S PROJECT NO. 030(R) SURVEyoA ~~:'~,'. ~ . '~,~-<_:: ,-~ SHANNON SURVEYI~ INC. ~$:tl~""~~" ' . 499 NORTH S.R.~" . ALTAMONTE SPRINGS, FI.c"A.32714 - (407) 77 4-8372 ":~J~t; .., T"w j~~'., ,'~'7 . . ;'> '~ or , '>{~l~ .~ ,( (, d (i 'i ! j ) l ~ I: \ r <r r , i ~tJ ';'91 ',:, " ,I., 'I 'f!> J.' <13 ".,' . fc. ~' -' '-'-".~"~-. .- --.-~-. -"."""--~'''''' -.......... -'~'.-' REFERENCE DATE: .& FEWED PER crrY 0CUBfTB DATED m/s!i8 ~ ~ Ii; ~ ~ ~ ~ i ~ ~ ~~~~ :ill ~;~ ~~~ii - . o z - ~ ... 0 en ~ I- ~ ~ i~ ~ O .1 ~. ~ g < ~ ~. (5 ~ m ..~ 6i ~ t-~-_.. ~ ::> cO o .i o CJ) - o ~ . -r-- ~ ~ · 1'0 ~o: w w<( ... w Z 0 I'f) I'f) 'ifjZ :S~ ~~ . C) 0 to<D ~z fr::--1 ~~ ~ w :) lJ.... to <.0 ~0 B1ui~! .-,...c z W () I --.. ...... I- ~ Z ~ ~ ~5 :50:: ~l .' if) 0.... . if) - x , ZCO (1)0 ",<Z 8 g w ~ lJ- . ,.~ ~ .~ ~ <( .- -..J <( PROJECT NO. .' ~..-f/r .030(8) ,. ' _' >l _ "', ..' ...\............ .. ' l,t, . ,~.,::\, ~ ,_ JI ,~ .,.~ . ~ J: o~ <{s o~ $-J ~ ~ (I).. U)O OCX) ~'--' ! . --- -^- v ~- ---- i f I I J\ _ 701.16' ------ V'" --588-'23;42" E -~ ....:.., POINT OF CC>>.fMENCEMENT w . <<> 8 .... <0 ~ 0 -- If) 0 z -..--__J.______ S 88'23'42- E -~- 340,08' --- -0- --- ---- _____. --.--.--~-_._------------~------ -i'l,: J .... " ()\ \3.84 ~. /' ,< 44 81 '( 44. n . 44.4 7 44.11 FIRE , 4415 H';[)RAN r x 440& -: "o4.t3 44 4~ / ! 1- ~ ~ !t: ~ I' 44 <17 I- -.J ~ 1 en ~ 'x' 4447 )I 44,14 ; I , I I f )( 43139 4".2: >( 4J~ I ,x 4 J,09 1)( 4391 I " ':.1 J:) y 44 sq -.: 4454 X\ 43.09 )(15 \ ~') \ -.t2 72 \. '1 ~ ~% 6>~~ ~~ ~~ ..JC r' '''..42 'f{\~G -.Jt.O ~,,~ ?' 44 <:';\ \ ?" \ ". \ p~~\... ... \ \ p..S '< 4'4 . '3 \ \ \ \ \ \ \ . i \ \ , , '\61.~g ," 44.'(': '.44,::,_, ) 44 3'3 .. 3;" t.. rJ" 3e' "'!> 1 ~ 1J.. 444b. ~ "~',i') "" 44 16 44 ~"; '- ~ . 44 "'.5 l( 44 :.9 .., 44 t~:' ~'HN[ . .14 r ;' ;:, / / \ '\ ..2.43 \ \ .' l( 44 q5 I' ./~ ...- /" ......... :.J2 . /"" ~t.. x 4'.360 ~, . 4-12'5 ~ "" ,,> 4 .,' ~ .~ t.J ~~ % ,.--- ./ ----_/ -: 44 ":':..' ./" .,---/ .~ 4 1 '56 x 43 '38 , " OJ' 40; \ '0 i, %l \ ) ~~\ 'Yy 4~ H.! ....( ~ 4378 " 4:J S? ~ c.O o '0 0.. ~ ...; 41 .< ...\ 4.'! ,. 4:',~1(! )(', .; -' ::J . f.') -,') ,2b \.~, r..~ 10 - L -i . ~ : ~ t:J. = 09"58'15- R == 1230,00' L = 214.05' f1' ;.o:'l ',"\... ..\, :'\; -- of. t-':V '\C1 ..;.t.~ 6{) ------ ~. , <t<?~ - R /'tJ; -----EE---"r -;i/~-- --~- ~".j !,' --_._~-;;- . r _______ -- -~-~;_---- ee; ,.v~ 434 , t:.( '\ 00 f\ ~ NO · -rC RO'r\v. ' S1A\[.. .. LONGWOOD-OVIEDO ROAD f' . ;1 I.... " ,f ' ....... ~ ... 4 EXISTING CONDITIONS PLAN/SURVEY 1" :: 30'-0" " d' BOUNDARY AND TOPOGRAPHIC SURVEY A tract of land lying in Section 34, Township 20 South, Range 30 East, Seminole County, Florida, and being more particularly described as follows: From the intersection of the center lines of Moss Road and the Longwood-Oviedo Road, run South 88"23' 42" East, 701.16 feet along the center line of Longwood-Oviedo Road, thence North 01"36 '18" East, 50.00 feet; th en ce Sou th 88"23' 42" Eas t, 340.08 fee to th e pain t of curvature of a curve to the left, having a radius of 1230.00 feet and a ce'ltral angle of 09"58'15", thence along the arc of said curve 214.05 feet to a point on curve, said point being the Point of. Beginning; thence run North 17"21'23" West, 190.00 feet; thence North 72"38'37" East, 162.49 feet to a point on the Westerly right of way line of Sherry Avenue, said point being on a curve having a radius 'of 284.34 feet, a central angle of 08"42'47" and a ,chord bearing of South 13"00'20" East; thence Southeasterly along the arc of said curve 43.18 feet, to the point of tangency; thence South 17"21'23" East, 151.65 feet, thence South 28"31'46" West, 13.92 feet, to a point of the Northerly right of way line of the Longwood- Oviedo Road. said point being a point on a curve having a radi~s .of 1230.00 feet, a central angle of 06"59'15" and a chord bearing South 78"08'26" West; thence Southwesterly along the orc of said curve 150.00 feet to the Point of Beginning. Containing 0.729 acre. more or less. NOTE S: - BEARINGS BASED ON THE CENTERLINE OF LONGWOOD-OVfEDO ROAD ,"s BEING S 88-23'42" E. - UNDERGROUND UTILITIES ~RE NOT LOCA TED. - ELf: VA TIONS BASED ON SEMINOLE COUNTY BENCh ~ARK, NAIL AND DISK IN SIDEWALK AT THE SOUTHEAST CORNER OF, S,R. 4-34 AND HAYES ROAD, SEMINOLE COUNTY BENCH MARK NUMBER 3293301, ELEVAnON = 35.540, SEMINOLE COUNTY DA TUM. (N.G. v,o. 1929 DA rUM) - SEMiNOLE COUNTY PROPERTY APPRAISERS MAP INDICA TE THIS PROPERTY IS A PART OF A VACATED STREET, A PART OF LOT 12, ENTZMINGER FARMS #2, PAL T BOOK 5, PAGE 9 AND A PART OF LOT 47, 0 R MITCHELLS SURVEY OF THE ~OSES E. LEVEY GRANT, PLA T BOOK 1, PAGE 9. - ACCORDING TO F.I,R.M, COMMUNITY PANEL NUMBER 12117C0125 E, DA TED APRIL 17, 1995 THE DESCRIBED PROPERTY LIES IN ZONE "x". aN INLET .r 1t.CJt. taT ., . D." '''1.57 ,2'2 -- --*'"'--- ~...- . "209 ~ --.. ot , :;> . 48 HO BEFORE DIGGlNG CALL TOLL FREE 1-800-432-4770 SUNSHINE STA1f: ONE CALL OF rLORIDA. INC, PROJEcT NO. 030(R} -...... -,..--, '_.~.....- :-.~....'..... ",." ,... I I r !, I , I II GO GO ,~ .~ I~ (,I) I~ 0 ~.~ en II Z 0 ~~ ..... 00 Vl cr: ~ 5= ~ r ! ~ ~ ~ ~ ~ IoiI ':'~ ~ I ml~ :II~ 8 m 25 ~ CI) .. .. o I .. o M If .. .. ..... . . ~ ~ 00 ~ 0 (/)(1) I J Z W'"' ,.......1' =:r: t= 00 ~Z ~. ~ --l :50:: I f :J ..- - (f) Q.. Z CX)(f) - )( Q,) 0 Z 0 0 ~l.4. U <.OW ~ ~ Z ~ 0 ~ <( r- ....J <( ..... ...olIl ,.. ""Il . . "'" m >-. ~ ~ '- I Ul . . ~ I ~ ::ae: . . ~ -<{ cl\ ~ ~ ~ ~ 0 < E ~, .~ Q ~ ,. C2 '. ;,: .... .... "v PROFESSIONAL SEAL: . ,1 r'T' .~'T ~\'(("'~.'.' 'Ai i '.^ '^ '. . "aft. ' ... ,'tJ " '.' I . \, ".,'. '. ./', ". Ii' \.. ,.' - ,i ~ ~ 9-3,'; /, II '- " 9 t", ~y .. .. 4.~ 1,~'2 . 44?>j , 44 <1<1}9 , .. '- ..' ~44j' \'>' , / ,. 4 ':: ~( A,~ ~;.-, ~ ~~~ f\'> "'~.l f\.. -i) T . PO'.".) \v0. ...- c. ..' --.......----.----.-- <I../!,> -- " ~ <I.l.1; -. TREE R S )lI.~-: I ~ , ' ..:; '11 \ '4.0' \ ~ 4.1'5 . 44 30 . 44."<} . 4 , ,;''1 < 44 '5,4 . 444: ~ ~~~\~C; ~~~O ,,-S?'f4.,,\..1 ': 44.:"1 \ . 44:t.4~~ \ \ \ \ \ ~ ~ 'Cf; ~\ o>~ ~ -;D >L ~~ -./ C 0\ 4;: it< \ ~ '\ 4: 43 4_ 2' \ \ . 4 - -~ - 4::::"2 ~ III.D tr ILC,P, ..,. IN . >>.... . C:C ~ R 0 !\ D N,._~~ 51 !\ll- - 434. ~~...-- . -\- , ~ ('I 00 ~'\\ --.. \A~ \ \ 51'1""'.: 1'1 llIO . .... 43-" ~~ \ '\ ......f,.P. $ ~....:=...G ". \ ..........(;.P. \JI! ":;"~) \ la" ..:~ ~ \. t" \ \, ____--- o / \N ') . __./ ~ .~.~.~/. ,.' . ,- " __ ,_., ):1 ----..... ---,- -------- . ~ t?J ;> _:-~) \. ,1)"-. \ \ ... -1(', -' ----'- ~~:...,'& -..-------.;..--. ..',:) 9'-} ~~ DEMOLITION PLAN ~ 1" = 20' -0" LEGEND REMOVE SAVE ---.,. . '~... ~-.... '.r .,~ GENERAL NOTES: ,. THIS DRAWING REPRESENTS THE EXISTING SITE CONDITIONS ACCORDING TO FIELD SURVEYS PERFORMED BY SHANNON SURVEYING, INC., TOGETHER 'N1TH INFORMA TION PERTAINING TO THE SITE CLEARING AND DEMOLITION WORK REQUIRED FOR THIS PROJECT. 2. THE SITE IS CURRENTLY VACANT BUT HAS EXISTING CONCRETE, ASPH.A.L T AND POWER POLES ON-SITE REQUIRING REMOVAL OR RELOCATION, 3. ALL SITE WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O. T.) WHERE APPLICABLE 4. ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK, RIGHT-OF - WAY UTILIZATION, OR HAULING OF WASTE MA TERIALS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN INCLUDING, BUT NOT UMITED TO, ALL ASSOCI A TED COSTS AND PERMI T FEES. 5, ANY DIFFERING SITE CONDITIONS FROM THAT 'v\IHICH ARE REPRESENTED ON THIS ORA WING, WHETHER ABOVE, ON OR BELOW THE GROUND SURFACE, SHOULD BE BROUGHT TO THE IMMEDIA TE A TTENTION OF BOTH THE O~ER AND THE ENGINEER OF RECORD. IN WRITING FOR A DETERMINATION AS TO THE DISPOSITION OF SAID CONDITIONS. 6, ALL STRUCTURES, TYEES, VEGETATION AND ANY OTHER ITEMS WITHIN THE DESIGNATED CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF IN A LEGAL MANNER. 7. SILT FENCING FOR POLLUTION CONTROL, AS SHOWN HEREON, SHALL BE INSTALLED PRIOR TO COMMENCING CLEARING AND DEMOLITION ACTIVITIES, AND SHALL BE MA.lNTAINED THROUGHOUT THE COURSE OF CONSTRUCTION. PURSUENT TO REQUIREMENTS OF THE CITY OF WINTER SPRINGS AND THE SAINT JOHNS RIVER WATER'MANAGEMENT DISTRICT (SJRWMD) ANCHOR BALES WITH TWO (2) 2"X 2"X 4' STAKES THROU&H EAGH ~ALE BALED HAY SILT-BARRIER J::iQItS: 1. CONTRACTOR tS REOU1REO TO PRE~NT ANY SEOIMENT TRANSPORT FRON THE PROJECT 'SIT[ ON TO ADJACENT PROPERTY. INSTALLATION fX EITHER BALED HAY OR FA8RtC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PlACE UNllL UPLAND ~GET A TlON IS EST ABUSHED, 2. BEFORE M:MOvtNG SILT BARRIErs. CONTRACTOR SHALl COlLECT AND DISPOSE or /4J'o(Y ACCUMUl.A TED Stl T. GEOTEATILE SILT SCREEN STAPLE TO STAKES WITH MIN. l' OVERlAP AT ALL SEMIS WOODEN STAKES 1/2.. 1.x 4' MIN o '10' O.C, & AT ALL SEAMS ~ CONSTRUCTION NtEA Z 5 g 4.x 4. ...IN TRENCH . II) - FABRIC FENCE SIL T -BARRIER DET AIL PERIMETER EROSION AND SEDIMENT CONTROL . 1-800-432-4770 SUNSHINE STArr ONE CALL or,.~ INC. ENGINEER'S PROJECT NO. 030CR) . , Z .~ -l (l I Z () - t- - ~ () r w o -;'.",~"r ..~ >J.~ ; ,..., ~ I , ~ ~ GO I~ "- ~ ~ ~ co GO -- ~ 18 c ~ ~ < << a 00 ~ ; ~ rn ~ ! j z <..> 0 C ~~ ~ 0 00 rn ~ tr ~ ~ ~ > -> !~ ~ ~ ~ ~ cr 0:: .Jt .... 'I ......'1 L.1 ~ ! ~ ~ CI) ... ... o I .. o '" II ~.I!! ~~~I 8rtx III Ol~ ~~I a: .. ... ,.... . . ~ l.L.. <.0<.0 0.. CX)CX> ~ c." (j)(/) I I Z W() ......" == I- 00 ~Z v..... ~ --l :5~ I I :) ...... ..- (.f) a... z a:> {I) - )( Q) 0 Z 0 0 ~L.a.. U (OW ~ t- Z ~ 0 ::E <( to- -l <( .. ....lII ,.... ..., . . , ~ J >-. ~ ~ 1O:~ '- , .' .:... . . ~ :I Z :- . . ~ ~, cf\ ~ ~ . CQ Q e-. 0 < I: ~ Q ~ C 3 .. " ....,.j ,.. PROJ'ISSIONAL SIAL: ~ . d (( (: (! r I ~"'."~"'..'.'.". . , ,; I, " . " . " . ~j;" , . " ~ ~. \! r /' ,', ,'t ~ ~ 9..5 " I... V '.'1 cr .. .:...i CONSTRUCT SIDEWAlK ~ AROUND EXISTING POLE 12'x12'x6" CONCRETE PAD FOR DUMPSTER ~ WI MASONRY WALL 3 SIDES AND A METAL / ACCESS GATE TO MATCH BUILDING EXTERIOR /.,..~ ~ Sb ~ ;0 (j) ~ --Z ~ 0' -Z- C r' '$ . CONSTRUCT ASPHALT DRIVE TO MATCH EXlSnNG \" 4; 9\ 1 " 44 30 )( 44 ';9 CONSTRUCT 6" RAISED CURB AND RENO~ STRIPING AS REQUIRED ." 4.: ()4 .: 44.~4 1" oea!1ri 0, C:> ~ '2-eA,:;~ ~ ~ A~.\B \... :::;:. ;'If 4441 ,.. ? ,..~~\~~ ? ~ \jtO ~S~",~,-1 \ \ ,-: 442':' 'x. 44.::'5 \ ,., 44.33 \ 24" ~E...STOP BAR bo'). \\. P_~INT~~ITE ~\~- \ \'-- \ ..., 4f .; -1 j(~ 4" c::r ~ STOP SIGN___ .z -/ " . .1\4:- " 42 4 J \ \ \ \ '" 4 ~ 2"') b.', > 4.d i 092 ~ ~ %t ~~ ~~ o ~.7" .; .\ J. ,:< 30" R1-1 STOP SIGN AND 24" ~fTE STOP BAR )( 4:'; "5(ip AINTED w-fITE 'J< .. 3 c,~ CONSTRUCT ASPHALT :>RIVE TO CONNECT TO EXISTING 30" R1-1 STOP SIGN AND 24" VtttITE, ,STOP. BAR. ~ PAINTED WHITE ---#- --- ._- ---.. .-." . $ ...... ~~, ~ \\ _ -_.. "f/f'I'!'"..ta \ t4~. $~~ 1~...._ (f ~..,. \".. ~ R/~) \ . t\~ ::. f'.j 11 HANOI-CAP RAMP PER INDEX 304 HANOI-CAP RAMP PER INDEX 304 MODIFY EXISTING ENTRANCE TO PROV1DE 25' RAOII AS SHOWN t\. \0 O~D \" · DICATED AREAS TO BE . 51 ~ 1( R ___~ -'.- REMOVED AND REPLACED WTH 29;) MA TERI AL MEETING CITY CODE. _. ~- ---..-..-.----- "',;;. &8 , ('\00 ::-~. (:'6 -'--- -~ ~4._<; 'oj 434- -G-- L ~~ SITE PL.AN ~ . -- --~-- 1: ~2. Y'.# 1. = 20'-0. LEGEND x 9.06 -= EXISTING ELEVATIONS 114- - :a: EXISTING CONTOURS CB CHORD BEAR1NG ARC LENGTH OVERHEAD Ei-ECTRIC UN E CENTERLINE POLYVINYL Crll:-ORIDE PIPE REiNFORCED CONCRETE PIPE RIGHT OF WAY INVERT UNITED STATES GEODETIC SURVEY NAnONAL GEODETIC VERTICAL DATUM NUMBER EDGE OF PAVEMENT TOP OF BERM FIRST FLOOR ELEVATION AND PROPOSED ELEVATION L F.I.R,O FOUND IRON ROD F.I.P.@ FOUND IRON PIN/PiPE ec <i. FND.N&F 0 FOUND NAIL & FLASHER PVC RCP R/W SET P.K.N&F . SET C.M,O F.C.M. . 4e* w.m.. SET NAIL & FLASHER PLS #5130 SET CONCRETE MONUMENT DLS #5130 FOUND CONCRETE MONUMENT TREE SYMBOLS WATER METER WATER VALVE GUY WIRE WOOD POWER POLE GUY POWER POLE STORM GRATE INV USGS NGVD NO.III EOP . guy -) W.p.p.o g-p,p.o . F.F.EL. &: ;''''' cone, CONCRETE stmh 0 STORM MANHOLE ssmh 0 SANITARY SEWER MANHOLE R RADIUS .{O ., (V-;~ i ...:.:: --~_': . 6. DELTA T TANGENT CONSTRUCT 5' WIDE CONCRETE SIDEWALK \ \ \ \ t..RoUNt) ~~\..~ ,.... '. C \\)~"(UR,...N~ OoNS\R\J f\ P t. 'J.\S\\~G --- ~ GENERAL NOlES: ,. IT IS THE INTENTer THIS DRAYANG TO PR0V10E AN OVER\1EW OF THE REQUIRED tllPROVENENTS PLANNED FOR THIS SITE AND TO SHOW lHE RELA TIVE LOCA TlON Of' THOSE IMPROVEMENTS TO ONE ANOTHER AND TO THE SITE BOUNDARY. 2. THE E)OSTlNG SfTE CONDITIONS ARE SHOWN ON THE TOPOGRAPHIC AND BOUNDARYSUR\t:y PREPARED BY SHANNON SUR\€vtNG. INC. AND IS INCLUDED ON SHEET C-2. A GEOTECHNICAL/SOIL IN~SnGAll0N OR SUBSURFACE EXPLORA T1~ WAS PERFORMED FOR THIS PROJECT BY UNI~RSAl ENGINEERING 3, FOR INFORMATION REGUAROING REOUIRED SITE CLEARING AND DE~OUTiON WORK FOR llilS PR9JECT, REfER TO SHEET C-3, -i-, THIS DRA'AOfG SHOWS INFORMATION NECESSARY FOR HORIZONTAL Cor-HROL, PA\1NG, TRAfFIC CONTROL MARKINGS AND SIGNAGE REQUIRED FOR THIS PROJECT, ~ 5. FOR SITE GRADING AND ORAlNAGE lNFORNATION, REFER TO SHEET C-5, 6. FOR CONSlRUCTI DETAILS NEEDED TO COMPLETE THE SITE WORK PORTION OF THIS PROJECT, 'EFER TO SHEETS C-7 AND C-8. i SITE INFORMATION OWNER: DISCOUNT AUTO PARTS STORE, INC, 4900 FRONTAGE ROAD. SOUTH P.O. BOX 8080 LAKELAND, Fl 33815 ATTN.: KEVIN L. SULUVAN, DE\ti:LOPMENT COORDINATOR (941) 927-6228; FAX (941) 284-2952 ENGINEER: KENNETH H. EHLERS. P.L 608 LAKESPUR LANE AL T AM ON TE SPRINGS. FL 32714 (407) 862-6703. FAX (407) 862-6703 CABLE: TIYE WARNER CABLE 3767 ALL AMERICAN BOJLEVARD ORLANDO, FLORIDA 32810 ATTN,: SEAN PHILUPS CABLE LOCATE: (407) 295-5215 ATTN: NANCY KALLER CONSTRUCTION: (407) 654-0553 (407) 291- 2500 x1620 WA TER AND SEWER CITY OF ~NTER SPRINGS 110 N, FLAMINGO AVENUE 'MNTER SPRINGS. FLORIDA 32708 ATTN: KIPTON D, LOCKCUFF, P,E. (407) 327-2669 SURVEYOR SHANNON SURVEYING. tNC, 499 NORTH S.R. 434. SUITE 2007 AL T AMONTE SPRINGS, FL 32714 b.TTN,: JAMES A, SHANNON, JR., P.S. & M, (407) 774-8372; FAX (407) 774-8372 GEOTECHNICAL/SOIL ENGINEER: UNI VERSAL ENGINEERING SCIENCES, INC. 3532 MAGGIE BOULEVARD ORLANDO, FL 32881 ATTN.: BRUCE WOLOSHIN, P,E, (407) 423-0504, FAX (407) 42.3-3106 OR 4410 CITY OF WINTER SPRINGS COt.JMUNITY DEvELOPMENT DEPARTMENT 1126 E. S.R. 434 WINTER SPRINGS, FLORIDA 32708-2799 AnN: DONALD R, LEBLANC, CITY PLANNER (407) 327-1800; FAX (407) 327-6912 7. All SITE WORK PE~FORMED WITHIN THE PUBLIC RIGHT Of WAY SHALL CONfORM Tq THE REQUIRE~ENTS or: THE aTY OF" \\iNTER SPRINGS AND THE FLORIDA DEPARNE~T Of TRANSPORTA1l0N (FOOT), WHICHEVER APPLICABLE. ANY AND ALL PERMITS REQUI~ED FOR DEMOUTlON, CONSTRUCTION VtORK, RIGHT OF WAY UTILIZATION, OR HAULING Of WASTE ~ATERIAL ARE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN, INCLUDING, BUT NOT L1~ITED TO AlL ASSOCtATED COSTS AND PERMI T FEES. ~ 8. All WORK IN CONJUNCTION ~TH THIS PROJECT IS SUBJECT TO RE\I1EW AND INSPECTION BY THE CITY OF WINTER SPRINCS CITY ENGtNEER. THE FLORIDA DEPARThtENT OF TRANSPORTATION (FOOT) AND THE ST. JOHN'S RI~R WATER MANAGEMENT DISTRICT (SJR\WD). ALL CONSTRUCTION WORK ACTIVITIES SHALL BE PERFORMED IN STRICT ACCORDANCE ~TH THE APPliCABLE PERMITS ISSUED FOR THIS PROJECT. FLORIDA DEPARTMENT OF ENVIRONMEN--AL PROTECTION (F.D.E.P.) 3319 MAGUIRE BOULEVARD, SUiTE #232 ORLANDO, FLORIDA 3280.3 ATTN.: JOSEPH M. MCNA.MARA, P.E, (407) 894-7555; FAX (407) 893-3166 TELEPHONE: BELL SOUTH LANDSCAPE ARCHITECT: AVANT, L TO, 405 L H'NY 98, STE. C DESTIN, FLORIDA 32541 ATTN.: BILL (IKE) A. EISENHOWER (850) 650-3761 FLORIDA CEPARTMENT OF TRANSPORTATION: (DISTRICT OFFICE) 719 SOUTH WOODLAND BOULEVARD DELAND, FLORIDA 32720 ATTN.: GEORGE MERAK, P.L, DIST~ICT DRAINAGE ENGINEER (904) 943-5284; FAX (904) 736-5098 9. ALL AREAS IN FOOT RIGHT-Of-WAY DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH BERMUDA SOD ONLY. 10, ALL STRUCTURES, PIPES AND OTHER CONSTRUCTION IN THE DEPARTMENT'S RIGHT-OF-WAY SHALL BE PERFORMED PER THE APPLICABLE DEPART~ENT OF TRANSPORTATION DESIGN STANDARDS AND SPECIFICATIONS. 11. NO BURNING ON-SITE OR WITHIN CITY LIMITS. 12. Bfl IS THE SOLE FRANCHISEE w. THIN THE CITY I="OR WASTE DISPOSAL. 13, ALL NEW AND RELOCATED UTILITIES TO BE UNDERGROUND PER SEC. 20-467 FLORIDA DEPARTMENT OF TR ANSPORT A TION: (FIELD OFFICE) 2400 CAMP ROAD OVIEDO, Fi..ORIDA 32765 ATTN,: STAN \lANN, PERMIT ENGlt~EER (407) 977-6049; FAX (407) 977-65.35 ELECTRIC: (200 AMP SINGLE PHASE) FLORIDA POWER CORPORATION (FPC) 2801 W. DADE ROAD; S.R. 426 OVIEDO, FLOR:DA 32765 ATTN.: FRED SHIPMAN (407) 359-4467 GAS: NO NA TU~AL GAS AVAILABLE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) 618 E. SOUTH STREET ORLANDO, FLO~ID A 32801 A ITN,: SCOTT A. BRAY, ENGINEER 1 (407) 89:1-4315; FAX (407) 897-4354 UTILI TY ,-OCA TIONS: PRIOR TO EXCA VA TiON, CALL "SUNSHINE" ONE CALL UTlLlTY tOCA TING SYSTEM (800) 432 -4770 PROPERTY ADDRESS: DISCOUNT AUTO PARTS STORE #030(R) 380 S.R. 434 (LONGWOOD-OVlEDO ROAD) 'MNTER SPRNGS. FLORIDA 32708 PIOI 26- 2030-5AR-ODOO-012C ZONING AN:> EXiSTING LAND USE: COMMERCIAL (C- 1); VACANT ADJACEN T ZONING: NORTH, COMMERCIAL ~C-l~ SOUTH: COMMERCIAL C-1 EAST: COMMERCIAL C-l ~ST: COMMERCIAL C-1 PROPOSED USE: DISCOUNT AUTO PARTS STORE CURe INLET REQUIRED SETBACKS: FRONT - 25 FEEf REAR - 10 FEET S,DE 10 FEET LANDSCAPE BJFFERS: FRONT - 10 FEET REAR - 5 FEET SIDE 5 FEET; t'- 1lU. .. NY . 17.... .... ~, ::<: ,,: '.. c) STORMWA TER J.AANAGEMENT SYSTEM: AN Ot\-SITE DRY RETENTION STORMWATER MANAGEMENT SYSTEM, W1LL BE DE.SlGNED AND CONSTRUCTED IN ACCORDANCE WITH THE REQUIRE~ENTS OF THE CITY OF W1NTER SPRI~GS, THE F,D.O. T. AND Trlt S,J.R, W.M,D, --~ I.", ':; PROPOSED LAND USE: BUILDING COVERAGE PAVING COVERAGE a IMPERVlOUS AREA GROSS LAND AREA PERCENT PERVIOUS = 33.1% := 6,800 SF = 14,450 SF = 10.505 SF 31,755 SF := 0,156 ACRES !214%) 0.332 ACRES 45.5~) 0,241 ACRES 3J_1~) = 0,729 ACRES (1 OO,O~) -- (10,505 SF 131,755 SF) ......-- ~.....-~"" ,-- -- ~ ,,:- -- '~,;., o s \ PARKiNG SPACES REQUiRED: ONE (1) STANDARD PARKING SPACE FOR EVERY .300 SF o~ TOTAL GROSS Buii..DiNG AREA AND ONE (1) HANDICAPED SPACE FOR THE FIRST TWENTY FIVE (25) REQUIRED PARK,NG SPACES TOTAL REQUIRED PARKING SPACES EQUALS TWENTY '(23). PARKING SPACES PROVIDED: A) TWENTY (20) 10' x 20' ST A.NDARD PARKING SPACES 8) ONE (,) - 12' X 20' HANDICAPPED PARKING SPACE TOTAL PROVIDED PARKING SPACES EQUALS Tv.JENTY-ONE(21). UTILI TI:::5: THE CONTRACTOR TO VERIFY ALL EXISTING UTILI TY LCCA TINS PRIOR TO CONSTRUC~ION. !T IS :HE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL ABOVE GROUND AND UNDERGROUND UTIliTIES WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO COMMENCEMENT OF WORK. EF"FECTlVE ON DECEMBER 1, 1993, THERE IS A STATE'WlDE ONE CAlL JTILiTY LOCATING SERVICE, THE CONTR.A.CTOR SHALL CALL (800) 432-4770, 48 HOURS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS OCCUR SO TH AT THE DESIGN MAY BE ADJUSTED. FLOOD PRONE AREA: NO PORTION OF THE SITE IS LOCA ;ED WlTHi'J THE FLOOD PRO~E AREA AS DESIGNATED BY LOCAL FLOOD INSURANCE RATE MAP (F,I.R.N.). THE SITE IS DESIGNATED ON THE COMMUNITY MAP NU~BER 12117C0125 E, REVISED APRIL 17, 1995, AS "X", NO PORTION OF THE S:TE IS LOCATED 'MTHIN THE FLOOD PRONE AREA AS DESIGNA.1'ED BY THE LOCAL FLOOD INSURANCE RATE MAP (F,I.R.M.) ~ THE NEAREST FEMA 100-YEAR FLOOD ZONE IS 1,000 FEET SOUTH O~ THE SITE AND IS AT ELEVA T'ON .31 FEET N.G, V.D. PHASING: THIS PROJECT WILL BE CONSTRUCTED IN ONE (1) PHASE AS INDICA 7EO ON THE SITE DEVELOPMENT PLAN. LAND CLEARING: LAND CLEARING SHALL STRICTLY CONFORM WITH THE REQUIREMENTS OF THE CITY OF WfNTER SPRINGS' COMMERCIAL LAND DEVELOP~ENT CODE (LD,C,), LANDSCAPING: PERVlOUS SURFACES BETWEEN THE BUILDING AND RIGHTS-Of-WAY, ETC. SHALL BE GRASSED AND JOR LANDSCAPED AS INDICATED ON THE PROPOSED SITE DEVELOPMENT PLAN, ALL GRASSED AREAS TO BE SODDED. 48 HOURS BEFORE DIGGING CALL TOLL FI?EE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA INC, l\ PROJECT NO. 030(R) ..... ...:......, , ..~ en Z o ~ rn ~ ~ ~ P::: tl!II 1_ ~~~I~ ~I~I~I~ I~,..... GO_ @~~~ ~o 00 ~~ :n ~ Ii Ii ~1-8b OeL&.~ ~~~~ ~~I~~ ~~I~~ ......, Jt i..-J .A .......""''''""''-1 .. cr o i~ ~ ~ CI) .. .. I:! ;j ~ I S8 Qq: o I .. o C\1 II .. .. ,..... . . ~ ~ Lt... <.0<0 0 Q.! coCX) ~ (/)(/) I I Z WC> f'.""'" == 00 t- ~z v. ~ -' :5~ I I :J - .- U1 0.. Z roU1 - )( Q,) 0 Z 0 0 t-u. () (OW ~ l-- Z ~ 0 :i ct I- ....J <{ .. ..... .:1 ,. ~ . . .......... ~ ~ co ~ '-' CJ) {{} . . ~ CJ) ::tt:: . . ~ Z <1, ('() ~ ~ ~ ~ ~ E-t r: < 0 -< ~ .., ~ ~ . . C4 .. ....J ,... PROFESSIONAL SEAL: "lll .: ( 4,-' ..:~) .... I · i I ~ t 8 ~ V .3/' I, \.I" ,9 Cj, .. ..... r~ : ~ . "",' ....t... ...~4t_. "':"''''''t'':' ~ : '" A.d SECTION 8-8 1- - 20'-0. I )( 43.91 , / J j, ,;., t ':,,:4' fi.... .' ,>ill ~;>" '.. ><~~. '~...~,... '~'.." ~' ...............,: -" '110. '......... -. ~ '.,~ \ \ \ ^' T.\ I ..,. ~~.... n..., ~ fl. T." .........,.... iiiI ,. IIWIM "' ...,.~ Tt ,. 1 fir) ~ L-= ~"'\ " .".J ~ ~ ,....,.. ... -- /!!III To If# -1 ~ I-~- ". HI r -- I.e;I c.. " IAnw IIOT& ...,., ,." an ... ...". .... IIMI ~ fD ,... GWt ., ... ..... " AIM .. ,. ., IWII1Iy ."...",.. ..".,. wrr ff~" . ,." -... ..... .... a.. ~ ~ ..".. ..,~ CU-, QN"t ~~t:"'_ 44.54 .. E"E.~ ~,c\}~ ""ON 0- pE.\\'~ cURB ~ 1~ Of . . \' ~"v..~ ~ ~ \It\) ~~~~1 €.~~ \ \ ,. oee6/i07 l> ~ 'O4:!>~ o ~ 'l ,8 t' 4~' \...-:;. CIN ~ 3~ (to .. MIr1I. nn ... ,.,., MIlt IIJtJ n, . . Me ..""" ,.,. .. lOtI fr. ."".., ,.,.,.. tz- ..". CIte, "..,.,. ,.." .,. ... ~ '-'''- ~ Lf/t ,.. ~.c. ,.. ~ ?~'1~ ~C\\~f, <j) o '::1:- ~ '(;)~ (j) --Z "" I """- SIItIuItI .. bMty s,.., ...... FIT6I AMI WI Ant1w ". -4 , WNte ",.,.., ....,. (MY ,. II1II ,..,., ,., tII'eII!MI '...... 1t.tl'It __. __ tV fAItIJ. ....... .. tIrAtr .., eItJ# .. .., .. ,., .",.", G *'" ..... Jraf4 .. ..". PAINTED LEFT TURN STORN;E LANEfS) DETAILS FOR S1'QIt CtJNTROu.ED OR SISNAUZED IllTERSECTIOIIS .. w.". TYPICAL CROSSWALJ( MARKINGS FOR CURB CUT RAMPS REFER 70 MtJEX 110. I1J5I SHEET , fJF f. .~ ~ ~ ~fr\ ...JZ- C ('\ !# ~ ff::' -:.. >>r ,. IIWtwII ,.,..." ".. ,.".,. $CIIEIIE OllIE F" 1M in ~....... .... ...,. MIl,.. ..... ."". .,.,.. ~ ,. ,.". IItI/ tI ,.,..,." /IOIIIt " "....". ,,.. .. -... M'*f AM ,. ~ ......w ,.".. AM _ .,..,.,.",. ,.... IWItt .: I ~... tH- ~_ ~ r__ -_"'1# SIt/MRlIfItIw. ~.... ,. ( -a. f ,'4f\~ ,\00~ ~ . RB O~ \ ~1~tllAEN~ ~.54' 6- ~tR\~~~ o..t'J~~ -roP .. .. .". "" 75' ., -. ...... ..... IJtWH Anws SCIfEJII ,., ,.,. .. IIJ ,.."" " ............ ....... .. ..... .. .. ,.". GM .. ".""." ..,."",. TWO WAY LEFT TURN LANE (WITH SIIIaf tAIfE tUT TIJRN CHANl/EUZ1.T1ONJ · l'JINiIrI... r.,.,.,. ,.,. .... lit ". IIJJ. T.C.D, SPECIAL MARKING AREAS FOOT INDEX NO. 17346 S.R.434 w z ::J I.&J Z ::; ~ ~ ~ to- ~.5 ~ g~ 6" PERIMETER CONTAINMENT CURB ~out-\O S\ot~~~\l~'" f,~t ,. PAVEwENT 5' MA TCH EXISTING GRAOE 0 SIDEWAlK CURB a. == 44.54' S' TOP lCURS EL = 44.54' DHW - 44.03' 6W PERIMETER CONTAINMENT CURB w Z ::J ~ a::: LU ~ a::: 0.. ..... ~~ ~~ 0< LUQ.. SHGWT==39.00' ~ ~.A SECTION A- A PRE AND POST DEVELOPMENT BOUNDARY (0.729 ACRES) ~ A "'~D'\ SECllON . F.O.O.T. f DEX NO. fNV. L. 40. PAVEMENT 2" AI A TCH EXJSnNG GRADE 0 P /L RB EL - 44.54' P' ,. · 20'-0. ~ OHW - 44,03' 6" PERIMETER CONTAINMENT CURB ..,-' - -- - ,......- DEEP RAKE. SEED. MULCH AND FERTIUZE BOTTOM ONLY --- I I · i I ~ .PA~MENT 4 GENERAl NOTES: 1. IT 'S 'J1otE INTENT Of THtS DRAWNG TO DEPICT AlL CONSRTUCTION INFORMATION NECESSARY FOR ANfSHED SURFACE GRADING PARANElERS AND STORNWATER MANAGEMENT ,. AClunES REQUtRED FOR THIS PROJECT. REFER TO THE TOPOGRAPHIC SUR\,€Y FOR THE SITE BENCHMARK tNF'ORNATION. 2. ~~U~8!l8P W ~~K d..lENsMyR~~,NrNbO c:!"J: SITE WORK PORTION .3. AU. SITE PERFORMED W1liIN mE PUlUC RIGHT OF WAY SHALL CONFORN TO THE REQUIREMEHlSOf 1liE CITY OF WINTER SPRtNGS AND/OR SHAu.CONFORM TO THE REQUfREMENTS OF lHE fLORIOA DEPARTMENT OF tRANSPORTATION (fOOT) 44. AU.lVORK IN COftWUNCnoN .1.HlHIS PROJECT fS SUB~CT 10 PERIODIC REVIEW NI)"1HSPEClION BY THE ST. JOHNS Rf\G. WATER MANAGEMENT DISTRICT (U\WO)- >>fD M CITY OF _lER SPRINGS CtTY ENGINEER. All WORK AClMlJES SHAll. BE PERfORMED IN SlRICT ACCORDANCE NTH THEIR PERMITS ISSUED FOR THIS PRCU:CT. . , 5. "ftiE CONTRACTOR SHALl ERECT StlTFEHONG AS INDICATED ON SHEET C-3 PRIOR TO COtAtENCfNG CONSl'RUC1l()H. ACTIVITIES ON StTE. A8. AU. NEW OR RElOCATED unuTY UNES SHAlL BE CONSTRUClED AND JNSTALLED . , SENE A TH THE SURFACE OF THE GROuND. 6- PERIMETER CONTAINNENT CURB GRIND OFF E>asnNG ~EOIAN GORE SlRJPtNG. TAPER LINE AND ALl CHE\tRONS. RE -STRIPE CENTER LANE PER INDEX 17~ 2 Of 9 SCHDlE;. ONE, THERMOPlASTIC STRtPING AND RPJ4'S REOUtRED. -- .t ~ --------- AN SITE PLAN ~ <.:> z 9 5 CD - w z :J m z tj .-. ~~ :I ~~ 0< wo.. ,. - 2Q.-f1' LEGEND )C 9.0~' -' EX'STlNe ELEVATIQNs lS:6 - ,- EXISTING O(>>(TOURS F".I.R.O FOUND IRON ROO F'.:f.P.. FOUND IRON PIN/PIPE FNO.N&eF 0 'FOUNDNAtl.'" FLASHER P.K.N4kf' .'. ~ET NAIf... Ie F~i:!~ PLS 15130 SET C~,8SET CONCR~~~,,<,~UMENT PL.S"'*~"30 ~ .. . F.C.M.. FOUND CON<:Rt.rrE '..MoNUMENT '. ".'ol..,. 4 e; '. TREE sY~,eOL$ W.M.e WATER METER ';"'., '"" . , . CHORD. BEARING N<<; LENGTH OVERHEAD ELECTRIC LINE ctWERLINE POLYVINYL CHLORIDE PIPE ., ~FORCe:O 'CONCRETE PIPE ,...~ OF: .WAY .'~RT '.' ~~D ~TA.TES', GEOOETIC SURVEY ~'tIONAl..'.GEOOETlC VERTICAl DATUM ~..,;. . ~ER . ~_ OF. PAV€,...ENT . .'\ .. fII'~ -'.' T~~l OF . ~.~ FlRsT FLOOR. El.EVATJON . :4';(t '''''". ' .,.. ,". . ~" ~ :-.....Ooseb ELEVATION , ~,'\~'1:~:~ . " 1~'4r',. CB L PAVOIENT TOP lCURB a.. - 44.54' 5' 5' ee 4 OHW = 44.03' A. "CONTRACTOR SHAll BE RESPONSIBLE FOR OBTAINING BOrH~AY AND RIGHT OF WAY CONSTRUCTION PERMITS FROM THE OTY OF .-rER." . .$PRI ..' NGS. ENGINEERING DEP ARn.tENT,. PRIOR TO ANY CONSTRUCTlOti W1WlN ~.' RIGHT Of' WAY'. , . . ..:, B. THE MlRK EWSRACED H~ WTHIN THE RIGHT ~_WM.......~.$t:tAU. '-..BE I DONE efNT ACCOROANCE \WTH THE .SPELtAl PRO'v1S1ONS FOR ~~'OF THE Y - Of ~TER SPRINGS-. ' . .'~',~,::;:~*:: Ilk C. -CONSlRUCllONEQU'PNENT 'S TO PLACED ON CONSTRUe_;;s..,.. ... ONLY. NO StREET IS TO BE U nuZED DURING CONSTRuC1lOtf.1J'l' '.:, STORING MAIERfAl.. OR EQUIPMENT (UNLESS OlliER.Sf ~. ~ ~.. 8'1' 1HE CITY ENGtNttRr. . . ;~', . . A D. CONSTRue nON OF SllE tMPRO\€UENTS SHAll COMMENCE ,WlHt..':. YEAI!, OF CITY COUUISION APPROVAL OR BECOWE INVAUD. ""'. ", . . E. EXlST)NC lRAFFle CONTRa.. SIGHS SHAll BE RE..,OVEO, STORED. . IEL. OCATEf) ANOjOR DEU\OED 10 Qrv PUSlIC Y()RK5, AS PART OF lHts. PROJEcT. . ,r ' F. · ALl SUR\t:Y MARKERS .(80. "fti ~nc. AL AND HORIZONTAL) .~ " . . GENERAl. \ttQNfTY,$HAlL BE CQNllNUOtJSl Y PR01ECTED. AAY' ~~;, '. ~': OJSTURBEO OR DAMAGED SHALL BE REPlACED BY A ~J1..~~,;' .' MAPPER AND CERmED. TO lHE CITY ENGINEER PRfORTO ~'OF',~T CfR1lf1CAlE OF occuPANCY.<::~" ""c," G. ~REPt..ACOIENT Of SlOEWAUCs, ~ CUR8AND GUTTER ~~j.,'iAc,"J:ts'.. . RDfOVAl BY A MAXlNUtI rE TV<<) (2) ~s. UNLESS Ol~'~ 8Y MOTY . ENGINEER".. . ':i*,.. ::' ...... '. :,'" .,. .. . Ii. ~T NO TREES ANO/ORHEDCE$.IN DRAINAGE SWAlES Cltc.:"': '-, ,AtlR"-TION " ~AS Of ATlEHUAnoN. ...8A$NS..... . .'Ri. A.r ,"'.AV CREAlE.A NEGA,. eT'...~'~ . /(TTENUATlONf'~TY. L~';"'OQaHG FLOW,OR CtOOGtNG ~ StS~.. ..' . ,'!!I.j. " ".'.. . - '. " 4. I. A l.ANDSCAPE AGmlIeNt liIU8E O8fAINED .FR<lM. KIP Ii ..~rt. . ,0fR[. CTOR. F'OR Ntly l~'~. .~h't6. . ; UROA lION F-ACIU. .'P,.' .':...' :. '. :"!'~" : . M RIGHT Of. WAY~ . '. . r.~, . "~~ ;:.' ,\." . ct.. PVC RCP R/W INY USGS NGVD NO. / fJ EOP .,.... SHGWT-39~ A4 SECTION C-C 4 DRlVlWA Y AND ACCESS NOlES (BOTH OR'~WA YS) L 1. ~W CUT EDGE OF EXISTING PA~NT TO llE IN Vt1TH NEW PAVEMENT. 2. ., awaVE THE EXISTING DRI\f:WA Y APRON AND. CONCRETE SIDEWAlK. CONItRuCTS' CONCRElt SIDEWALK TO t.fATCH EXISTING GRADES. .3. .-COHsTRUCTNEW CONCRElt ORIV[WAY ENTRANCE PER FOOT STANQMO iNDEX 151~':(6.. THICK. CLASS I _1M .\000 PSI CONCRETE). SEE CONSTRUCl1ON DETAIl. ' > ~h 4. 'CONSTRUCT .HAHQtCAPPiO SUWNJ< ACCESS. PER FOOT STANDARD . INDEX 1304. ,sa~~Cl1ON DETAIL. . ' t.~ < ::....~,.,~>f!i:" .~. ... 5. ",.lRUCT 'J' CONCRETE vAu.Ev GUTlERPER.P.ER FOOT STANQARO INDEX ~.. SEE COt81'RUCTlON ~TAlL. , 48 HOURS BEFORE DIGGING 04LL TOLL FREE ,. - 2(f-ff' A ELEVAnONS E\,'ERY TWO (2} FEET AROUND THE TOP or THE BERM \'ALL BE PROVtO(D BY A REGISTERED SURVEYOR DlJ~ING AS-BUIlT INSPEcnON TI~E. THE ELEVA TtONS VALL BE ~EASURED ON THE Toe Of THE SIX (6) INCH -.CURB AROUND THE POND BERM AND AT THE TOP OF. THE GRASSED8EMI. AT THE EDGE OF THE BASE OF" THE 6-INCH CURBING AROUND THE POND. .. WATER VALVE: guy..... GlJY WIRe. -,.. w.p.p.o' WOOD POWSR PC).LE i.P~~'_t:':,.GUY PO~,'PO~E .'~M ~AATE cone~CONCR~ .' . .~m",'~.;;;:~TORM, MANHOL~ ..mhQ.':SAN,lTARY, .~EWeR' !"ANHOLE R " 'RAqJU~ ..... .~)oo.. ' F.F.EL. &: ~. PROJEcT NO. 030(R) ~'~. H1OO-432-477(}:~ A ;' ,'OELTA. T .r~~r. I',;., ..,,"'! . ~'!. ~ U.N.,c't.E. UNDERGROUND UTILffIES~, " IVOTlFICA TION CEN7FR .~it' :*. ' t .... ), , '~j)~" , t.';, . .. ,'t$l~~ ". , 4.....,. .. en Z o ...... '0 ~ ~ .-. o , .. o C\l fI : .... . . ~ ~ u... N~ a.. .. ~CX) C/)(/) I , W'"' ,....,...... 00 ~Z ....... :50:: r I a.. .......-. roC/) - )( Ow ~~ <01- Z 0 :E ~ -J ~ ...... . ~ . P..~ w ~w rn~ ~Z ~w ~0 z ::t:i=:: ~5 (/) z ZO ~u ~ r y ~. : , ~', -"oJ' t ..... """ ~ ~ .. Q rtl ~"Q ,0 :~ ... >- ~ .' m Z<t . '< .~ Q ~. ; C5 i ,. /" .<<~: :~{.1~'.. " <43,<31 I i ,~ 4-' 1~ .. 6- DR-14 PVC FIRE UNE MAINTAIN 30" MIN. CO~R \ i \ \ ~ ,..~~\~G ~ ",-.It\> ~Stt''f\ "''-' 1" oe- A/i 0, t:> -::- ~ eAr, ~ ,4 ~ -::- 4~'\ e \.. .s:;, ~ r--~ OJ ~ OJ -'-- ~ ~ ?J ---- Z --..-/ \ \ \ \ '\ EXISTING SANITARY SEWER SERVICE ClEANOUT TOP El.=41.75 INV. El.=.38,75 \ ~ "'0 o ~ ~ ~ ~~ ~~ o \ '1 .)'; . \ ~ -..;. \\ 1i"~ , \ \ ' \\ ~\ ...:~~~ \\ ~~,J~~ \ '", <(,.... __ tI tiflI R /\N! -~ -- t- '0 , 4274 \\ ':.'l,..-.------- .'-~ ~_.__.-- ( \ 00' --- ~).i '\:/ ';s , :. ~ ':;c 434 ROI\O__ NO~ _~--- -- S1 1\ 1t:. --- --- --- --------- .-------------- A~SITE PLAN ~ -'- __---H-~...- ,. :; 20'-0. LEGEN D x 9.06 a EXISTING ELEVATIONS 114 - - EXISTING CONTOURS C8 CHORD BEARING ARC LENGTH OVERHEAD ELECTRIC LINE CENTERLINE POL '(VINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE RIGHT OF WAY INVERT UNITED STATES GEODETIC SURVEY NATIONAL GEODETIC VERTICAL DATUM NUMBER EOOE OF PAVEMENT TOP OF BERM F1RST FLOOR ELEVATION AND PROPOSED ELEVATION F.I.R,O FOUND IRON ROD F,I,P.@ FOUND IRON PIN/PIPE FND.N&F 0 FOUND NAIL & FLASHER SET P.K.N&F. SET NAIL & FLASHER PLS #5130 SET C.M.O SET CONCRETE MONUMENT PLS #5130 L 8e <t. PVC RCP R/W F,C.M. . .e. w.m.8 FOUND CONCRETE MONUMENT TREE SYMBOLS WATER METER WATER VALVE GUY WIRE lNV USGS NGVD . NO.III EOP guy --. w.p.p,O WOOD POWER POLE g.p.p,O GUY POWER POLE . STORM GRATE cone. CONCRETE atmn 0 STORM MANHOLE ssmh 0 SANITARY SEWER MANHOLE R RADIUS ~ DELTA F.F.EL. & ~. '''''', [<(::4" '-\:",\ -' '- . , , ''i '---- T TANGENT ~ ~ C 0' , ) CUM INlET IS- I.Q.P. .:sr Nt . 37,41 P r' ~'s ~ \ \ \ \ \ \ \ -~ ~---- --,' o ~ \ ~..--- ....--.- - -- ------ --- --" BRASS CLEANOUT FERRULE ~TH FlANGED SCREW PLUG 4" LONG RADIUS S~EP BEND SE A REDUCER A T THIS POtN T IF' SEWER tS O~R 4" COUNTERSUNK HEAD 12-)(12")(6" CONCRETE COLLAR GRADE 4. INLET X H.C.I. COWBtNA nON 1/S" BEND SE\\ER MAIN CLEANOUT "DET AJL N. T.5. WATER AND SEWER NOTES: 1. 'MNTER SPRINGS UTILITY DEPARTMENT WILL FURNISH AND INSTAll A 5/8. AND A ," WATER ~ETERS FOR POTABLE WATER AND IRRIGATION SYSTEMS, RESPECTI VEL Y AT THE O~ER'S EXPENSE, THE CONTRACTOR 'Mll INSTALL ONE (1) ,. REDUCED PRESSURE BACKFlOW PREVENTER AND ONE (1) PV8 FOR THE POTABLE WATER AND IRRIGATION SYSTEMS, RESPECTIVELY, 1" GA,T[ VAL\tfS AND iM SERV1CE LINE TO THE BUilDING, t3. GENERAL NOTES: ~ 1, ALl BACKFILL OVER ANY PIPE THAT IS TO BE iNSTALLED UNDER ANY ROADWAY OR DRIVE AISLE SHALL BE COMPACTED TO 1 OO~ ~AXIMUM DRY DENSiTY AS DETER~INED BY AASHTO T -180 PER FDOT SPECIFICATIONS, SECTION 125.8,.3 1982 OR LATEST EDITION. 2. THE REVIEW AND APPROVAL OF THIS SITE IMPRO\/f~ENT PLAN DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INClNSISTENT WITH EXISTING EASEMENTS OF RECORDS. 3, SOD ALL DISTURBED AND UNPAVED AREAS UNLESS OTHERWISE NOTED. ALL LANDSCAPED AREAS ARE TO BE FULLY IRRIGATED TO 100" COVERAGE. THE DESIGN IS TO BE DONE BY THE IRRIGATION SUBCONTRACTOR AND ~UST BE SUB~ITTED TO' AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION. 2' W'.M. FLO\J 2' REDUCED PRESSURE BACKFLOV PREVENTER 'WITH GA TE VAL YES fJ..AN I CXl I ~ 2' ,""tot, FINISH GRADE ELEVATIO~ NOTES 1, ALL HOSPlT ALS, SCHOOLS, CO~ERIC~L~ INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKf"LO\J PREVENTER AS DETERMINED BY UTILITY, 2, LOW' HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL DOUBLE CHECK VALVE ASSEMBLIES BACKFLO.... PR(VENTION DEVICE. HIGH HAZZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL REDuCED PRESSURE BACKF'LO\J PRE: VENT ION DEVICE AS DETERMINED BY UTILITY, 3. APPROVED EQUALS HAVING FULL UL, use, ASSE. AND A'J....A MAY BE INSTALLED ONlY AfTER SPECIFIC APPROVAl. BY THE UTILITY. 4 SUPPORT BACKFLOV PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.t?, AS APPROVED BY UTILITY, 5, BELOW' GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED F'OR APPROVAL IF' FINISHED GRADE Ot BOTTOM Of VAULT IS AT LEAST 1'-0' ABOVE THE HIGH ',IA TER LEVEL.. !t PIPING 2-1/2' OR GREATER SHALL BE fLANGED DUCTILE IRON PIPE, 7, APPROVED DEVICES ARE HERSEY, COMBRACD AND F"EBCO, BACKFLOw PREVENTER FlOW -- 48 HOURS 8 DIGGING CALJ.. TOLL ~f 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA. INC. PROJECT NO. 030(R) rn Z o rJJ ....... :> ~ ~ .;.,;; , .\ .. .. 0 I 0 N II .. .. .... . . ~ ~ -- t-- cr ~ o ~ ~ (1) I~ I~ ,... .... ~ . .-- ~ r--... N . F"') ~ 0::: w w< .. w 20 ,."", Z :30:: 00 rn ,......,...... ~ 0 (0<0 ~ 2 a:::..J I I N~ ~ 4J :::::>LL. (0<0 a.. wOO ~ '-' V)(J) I I Z ,......,...... = t= LUO 00 ~Z .~ ~ ..J :50:: I I ::> .- ..... (/) Q.. Z OOUl - )( t) 0 Z' 0 Ow t-I.&.. U (0..-- ~ Z' ~ 0 ~ ~, --J <( ... ..... ,.. ", . . '"' ~ ~ ~ ~ '- lO ~ ~ Gl Z . . &! <t rf\ ~ ~ ~ ~ ~ e-. r: -< 0 < g:: .., , , Q ~ . \ Cb ... .' ,,', ....IIi , ~'~ ::; ,..~~ SEAL: ." 1 t" .. _'" ~... !'.\\\' .,~,\ ~.. ii. '.'~'" , IJA>~ . __ \ ~ ,~ ,\ .' " .~ . .' . (,.' < ", ",' ': i g ,cA., 'fi3/" /... 'I, 99 ... '. ....IIi ~ ": -, 1?: f' ,.. 4 . . / HAND.'CAPPfD PARKING SIGN PF:R FTP-25 ,- , ... '. .. . . ,. . '" 4. . ' .. . · ' .. . " '" " . ' . ....... . · " . ~ . " · : 1 ,~ W~$#A .. % ~ \ ?; 1~&uF: 7 t ~ 12' t ~~. ~~' . ~ -\ l>,- WHITE ~ 6- RAISED CURB (TYPICAL) L6. STABILIZE/), SlJj'-GRADC (~JI) F'BV OF '75 p,~; 'COtIPAC'TU) TO 9U MAX. DRY DtJlIJJTY PER AASHTO T-1114 ' ItIETHOD .' . ,~ 1'1 ... ... ., 8 ME' ARE SPECIFYING THE ABSOLU TE MINIMUM THICKNESSeS FOR CONCRC1E P A V(UEN T AND BASE., AS OUTUNFD IN THE DOCUMENT eNtiTLED, "MSHTO GUIQE F~ DEStGN OF PAVEMENT STRUC1lJRCS:' NOTf iHA T AL THOOGH THE MINIMUM SLAB THICKNESS SHOWN t$ 5 INCHES. . THE VSf.R SHOULD CONSIDER 7l1E USE OF A THlCNER'SLAB SINCE AN OVE:RLOADtD TRUCK AlAY.. IN soue INSTANCES, SEVERL Y DAMAGE THIN SLA8 PA~1feNTS. 15 INCLUDED ON THEF'AVlNG PLAN, SHEET C-S: FTP-25 RAISED 6" CONCRETE CURB N.T.e. &~CONCRETE PAVEMENT seCTION ~6" RAISED CURB NTS ;;~ATCH EXlSl1NG GRADE It. T SAW-CUT SAW-CUT EXIST! NC ASPHALT \ EXISllNG ~ PROPOSED ASPHAL T CONCRETE ~ ' PA~M~T I ~ , I ~~,,:,/;:~tY:":';;.:. ., ~'~~~rmtlJf I 1 ~ .- ~ ~ . ltiJ.LJ MIN. NOTES: 1. TOP PORTION OF FTP 25 SHALL HAVE A REj::""LECTlVE BLUE BACKGROUND WITH REFLECTIVE SYMBOL AND BORDER. PERPENDICULAR l' - 0"/ 2. BOTTOM PORTlON SHAll HAVE A REF'lECTI'vE ~ITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. ,3, FTP 25 IS FOR USE IN AREAS WHERE SPACE IS UM1TED. CD 1-1/2" ASPHALT (MINIMUM) @ 8n BASE (MINIMUM) , @ 10" SUBBASE (MINIMUM) PAVEMENT SAW-cur AN) 8l1TT JOINT N 6" 3/4" R . r- l ' '- <l ...Lt w ~Sl:[ -..;; ;UJ '~ / PAVEMENT · ~. ~/ //77///7/1 : : 1 . co I ~ '... . ~ ,.. .~p.J 7" I~~~ rt~\l ~~J ~ It. ,.] - ~ . .. ~ #4 DO~LS _ FOR ANCHORING (2 REQUIRED) #4 DO~L _ a Oz I - ~ ~ 4'-0" 6' -0" I "-0" FRONT ELf VA TION SECTION N. T .e. PRE-CAST CONCRETE WHEEL STOP OET AIL 13& NoT .e. 4. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR StOEWALK TO THE BOTTOM OF .PERWIT ONLV- SIGN OR 6 FEET TO THE BOTTOM OF' "$250 FINEN SIGN, 5. STRIPING AND SfGNAGE TO SE PER THE DOCUMENTS ENTITLED "AMERICANS ft1lH DISABilITIES ACr (A.D.A.) AND THE ~UTCD, . Sl::"/ PlAN 1 ~N~ANOICAPPED PARKING DET AIL r 'l Ld PROPOSf:O CONCRETE PA~MENT ---' NIN. , STABILIZED SUB-GRADE (APPLIES TO DRIVEWAY CONNECTION ON SR 4.34) r I-U h~&"=", ~ .. II I:.oac COHt:III:.!!- T T , I T ,- ma BOlV.RO A.U.o WIni ~E CONCFETE SIDEWALK DET AL (AGAINST PARKING) :~ ~: "0 tr:: ~- J-;,~;,......., .' ..' .. . ,'i."...; ~ ;-- ~:..J. ":..,!"." ~ . CCNCRM SUI . '~~I:/W...,.,. SE~ONAL ELEVATION N.T.s. n'P1CAl VMU. SECTION .... BOLLARD DETAIL flU. '- ~ ,.. ~~-;-- ~~-:./ ..... C>>iI fIUN -~ - .... ~ ,r ~ NIt:;::-..... "'- NO. · - ... 1ft ~!f....:~ '~lI'-.1 ..~~I .. r L'f';;'_ ...- -- -- ... " ,_~ ~', _......io ". ..~:~ -...,.. .. 'C'.-:, p: q '" .:;; ~ ';.1':"" .;; _L- .... No T ..&. D ,.... ( r 5' -0" 1 ,. SLOPE I PLAN l It Z V ~ ~,~. ~~;~x~x .~~x..... ~ ~ ~ I t:;;::;J J r.=::J I c:::r l.::=r I r.=:I f r= II:-.I I I -l.UiTT!ll.~ l--i 11-1 I Fll r::: J ~~, ~ J l-f , H r'~ II -! f J=1 n~ 1 1--1 J I~ , ~ ,t '(' =: =. !fElIl ] =w=' t l::: ~11 6x6 W1.4/W1.4 WWF ..., ~ ~J J{ &ATS OCTM.. - ':":~':..~:'" ~/.;+ ""..... .'. ~.:.. ..,.~ '~.~.+ . ",;; ,~.".tli1 1CP 00 CCICOm .7:) ~ ~ 1CP 00 _LT .~ W CONCRETE PAD OET AJL N.T.s. lYPICAl. DOUBlE SWING GATE W/SLATS ...,.s. DUMPSTER ENCLOSURE DET AL CONCRE I't: BLOCK CONCRETE SIDEWALK DET AL (OPEN AREAS) ....'.,. ,.. ,'( .::::1. r\ ,.~ I ~~ (O~~ VAR!ES ~ 1 ENERGY OtSSIPATORS c Ii: o I ~ --.~ i....-- · ~~ r /::.. "'~~ U c L I 'I I . ~" . .~~ Jotnt Ft- (Punch CIec:Ift Hoie r Gr... Thon Bar Diatniner) , /,""'...... ~s:r...\~ '&f ~~) 10-__ _ ~...L '" Pl..'1c c.,. (Q Support Met ./ Sheet "'01 Bottom l~ In Acc:crdoMe WlttI 1 Spooer I s.ctl0lJ 131 Of The Standard SpeeIflco~ I f """"7""1 r I '- SubQrOde f t I t ~ 1. ':TPloln Steel ~el Bar (Coot And ... 1..ubt1cot. In Accordone. WIth SIcIon JllO Of n. SId, $peca.) . (--- Of l'f 1 .". _ ~ '''..r '.- 1 PlAN r-r I 0_. ..L !/ 5' -0" i/ , ~ 611 61t 6M 6M 12" 6" 611 6" 6" l/VVVl/ l/Vl/I/~ , 1111 1111' I$~"" . .'. ~ ",..,., , :",,' a . ~.. J ._ . ,. < ' _,'. ...... . ~",>,',,':".._~ SECTION ''W;'"'' "" - 1~- ~ '''7 . Note: ExDaMiQrt ~ to be -...... ~ ~ to bri4on, at street int.rnc:tJOna oncf othw ......... incIc:Ot.d In detail pIGh.. TRANSVERSE EXPANSION JOINT BuTT CONSTRUCTION JOtNT TO BE USED AT DrSCONTINUANCES OF WORK L PAVING; \ l' ~LOPE PER PlAN - - ~)j)j)} ;;~:.+(S':>~~:'~8~:~,~ r PROFILE I W P1afn Stwt Dowel Bar (Coot Md 1 WbtIcat. In Accordanc. WIth I SectioIt .uo Of The Std. ~) 1 c ~=l~ e.O)"\' -l y-........... - ..... ~ -. ~. ~ -"''"' .......... .... . /0 . I~ OfNf 7.'I.'l1'1ll'f 1 ~ l 1 .-Inltiof Cut (~ ~ , t 6' -0" t TRANSVERSE CONTRAcnON JOINT, VlBRO CAST METHOD ;~~f' . TRANSVERSE CONTRACTION JOINT, SAWED METHOD A CONCfETE R.lMEOETAL WI - ENEAQv OISSJPATORS -~ PAYBAENT JOINTS INDEX NO. 305 ''''A ~ ',!,T 0) r "'-4- ~:.- STIll. IDUAlIO fUIX) w~ srr 0f:TAH.. T V. \ :,4Cfr ~ .:. t 1 r ~ I , '. . r-- ~ - ~ ~ i ~ "'1 c11 i h ! I ~ io--- -r-- I-- I- CI " it I~ ~ ::: -~~ I~ i 10' I I I I-- I. 4j.'~ ;,~:. '~oo · All .. ~t{'.~ {1DU 11 ) \ / "'- / "" 4k:::- ~ "- .~, ORlu HOLES IN CONCRETE FOR CATE: STops PLAN IUr Typical Half Section r or Low Voiume/R..,tial Connectiona ! T~ ~ Section For t ~ VoUnt Connections . /"':'.. 0... 1) ~~-- I i '-1- ~ Of 0...... All .. 0. ,; ..... .1-- ... ~ _ 1Jle ~ ..... ~ Or * ......... _ .... ~ , w. '-' 11 '-...... I nTT~~ "r\ j 0 I ~~~ j1fJ1. 1- . 'f , lliJ.J l;'~ I~! ~Of~ ~ - _T: i T Y'I TTTT1 /~~ . ....., ~'IIL fw."..... ~ .. .. fw I'*k ..... ll~ll!.LN :r.r ,. .. PW't. ~ ,..,... AI ..... c.... lil .......1...-.... lilt. .,. .... ... - ,........ ..........~,..., IZI ... . · .... .. .., Ail.la YlItII PlNi ~ -n' ..:e;=t;~ ,~~ ~ftM*_~ f':$-::'1I!"~"::. r:r.::..r- ~ L...: ... - .L..< t - - -J ~ SECOON ...... hMIr, ~ T.., 6r r..... ....., ~ ~ ... -'1:1 :.::::.:.... ~ .... . ~ PIICfIU: Nt) EN> \€w {r ~............." lilt ... . .. ... . . .... It .... ... ....... ., tie ,... .............. ........" <<.................. - ..... .. lilt ..... .. ... . ....... Fer ....... __ ... ... .. _ .... .. _ ~...... _.. .. ...... .. ... -. _. AI .... - ....... ...... ...... .. It........ .. "-' '- ___ .. lit m. ,.. ..... ...... ..... .. - ......... .. .... .... .- (I ............ I!tlt .. ...... .. ....., -- .. ..... ............,.. .. ........ II ...... .. ...... .... .. .. ....., ---.....,. . 21 ...',........... ____ It ... .... .... ... It.... ......., ~ ., _ It... lilt r .--. ......... .... .. .... .. - .... - ., .. ...." .... ..... - .. . .. .. ... .1 ... .. ... . ....... ., .... ._ .. .... . .... ..., lit .. ..... ... ....... - It .. ...... .. tit .. ........... 111.-..... 'II .. .......... ... .. [....... kTA .... ..... - .. .. ....... .. .. ....... _ .... fl..... ...... .... ...... --.. 'Ill -- ... .. .. . ... _ _ .... ...... -.. '." .... ....... It _ .... ..... .. .. " ....... .. II ............ _ wIIIIIII ,... .......... '* .. lie << ... ..... .... a .. ~ 41 ~ ....... Fer ..... tIlII't ", .. ... ..... .. ....... ......... RUR,4L . TURNOUT CONSTRUCTION -=}: 0- I c::::> - - ~ 1'8iTI~ ~I- ~ 200' ~ 12oo~oo' ~ 200'/251 (~T~I d. ' r, ,.~'~~~ W ~~_w~ ) l c:::::(> - - - - Illllll~ ~ 1200( ~ 200~200( L 200' j . I ~,,~ ~ <$ ~ 260, ~ -.~ , All vehic:lee, equipment, lIJOtb,.. (..copt flogQ4ln) ond their 4, When *'lei.. '1'1 a porking lone bloc:k the line of .~ht to Tel octlvlt'- are r..trlcted ot 011 tim.. to on. .ide Of the Mcp'le or wnen TeZ li9n. encr"OOCt! on a normal pedeetrlon rOOdway. JIOIkway, tl1e ."na aha/l be post mounted and tocoted In accordance with Indell No. n302. 2. WOtt operotic,. sholl be COflfinea to eittl.r one Ion. or .an. combinotiona os follo.a: 5. The fim two wornmg 819"1 .noN ha.le 0 18.. II 18. (min.) oro~ !a~ C>ut.ide travel 'one (b) Outs ide oUlliliory lane flGCJ and 0 Type B Qght attochea 0Ild operating at 011 timee. c Outaide trawl fone and odjofn~ auxiliary lone Mesh s' na """'" be UMd for ("-"rAM Only) Opet'at'onl d lnelde trov.! 10,.. (e) Inside OUXlllal')ll'lone 01 .._, ......,.___ I f ''''* ~ lone ol'ld odjOlning ouxMiGry~ne Type B Ugtlts ond Oronge Flogl or. not req:Jlred · See Sheet 2 01 2 6. "II ligne ahal! be post mounted if the CIOllIl.... tlmOlS excoede ~ 2 If the work area i. confined to on auxiliqry lone the won.: 'lQU,.. area _"tOIl be barricoded and the RIGHT (lEFT) lANE ClOSW AHEAD eigne rep!oced by ROAD CONSTRU~nON ~ aigne. 7. DuOl IICJnl a,. ~ for dIVided roodwoya. and the "*"9' II)'mbot liglll eliminoted, J. For wort< operotlonl of 60 m'nut.. or ,... I" Index No. e12. ~ l j l <>- <=m -- c::.(> c:::<lo ItOAO ' TUn _AD .I.T .... ct_ .... <== ) l -- ~ c:::III(> ~ ~ o SYMBOLS Work Ino Sign With 18- x 18" (Win,) Orange Flog Ar.d Type B Uqht 8 Type .... Or Type >0#.... 80rricade Or Verticat Panel Or Drum (WIth St.ady 8urn;nQ LiQht At NiGht Only), TubYIor' Work.... Way e. UMd During DoyGgbt Only. T}IPe"" Or Type ~- 8omcodt Or Vertica' Panel Or Drum (with noatlin9 Li9ht At Ni9ht Only) I [) Work Zone Sign .. ~ Womi~ Arrow p~ ,.. Stop Bar ~ -- <=:. ~ ~ L____j L__.._.. CONDITIONS M-~f~ ~ '~'i :-fJC;r. EOU1PWENT. WORKERS OR THEIR '-.....MTlE5 ENClffiACt1 ON THE PA....OJfNT Rf.QUIRl....G ntl Cl (SURf OF THE OUTSIDE TRAVEL ~E. "J'iD /OR A%Aif){NiNG AlJXIUARY J\NE, i:'OR WORK AREA LESS l/"IAJ-l 200' FROM INTERSECTION. FOR A Pf.R!(/) :)F MORE rHN'~ 60 MINUTES. <>- -- ~ <:=a ~ ( () c::::;;. l r-- j [NO CONS TRueT I ON k__ --. 0tMr ~ Or ~ 0--... o-.r WIlNn One (1l .... .. To e. 0mHtM Aod .... To . ~incbd IfI ~oe lIfttI ..... No. aoo L_ ) l --- --- ~ CONomONS WHERE ANY VEHICLE. EOUIPMENT. WORKERS OR THEJR ACTI'v1TlES ENCROACH Or-. THE PAVEMENT REQUIRING THE CLOSURE OF THE OUTSIDE TRAVf:L LANE AND/OR .ADJOINING AUXlllARV LANE, FOR WORK AREA 200' OR MORE FRO.., INTERSECTION, 'OR A PERIOD OF MORE THAN 60 MINUTES. <>==0 -- c::() c:<> I~;,~t I ( .. <*l<< ConIItnlction Or ~ ~. 00c0Ir ....,., 0rIe (t) .... $IgtI T (I . 0rNt:t..ca W SI9flln9 To . ~"'~-- Index No. toO, GENERAl NOTES TYPCAl APPlICATlOt\S Utility Work Pavement ~epoir~ Structure Adju3trr.ent3 (ContinUld) ~UL~~~W~URBAN DIVIDE:> OR UNOIv1JED DAY OR NIGHT OPERATIONS NoT .e. MAlNlENANCE OF TRAFFIC INDEX NO. 623 FI/Qn Cwtl~ /" ~ ~r~ar'GrA.~ "-~ -'--~ r ~,r ... ~ ,'- LA ~c J L--8 "'*" ,..... ~ IN 0Ji.tMr PlAH I r, ,'-8" l ~~ ~E"= ~- {~ -~H::. ~ ~ -0" ...I SECTION AA TYPE F ~~ - -~}-1i.St4. ~~ '.~,. ~ 2'-0- j !Ji@f; H~ a}:.~ ~ "4 -J SEC'Tl<>>/ Be Nate To be polcI f.,. _ plP'Mt Cll.Ir1I. DROP CURB r.~'-. . ' f}-O '#' 5te1. r.., ~ ~-.r ~ ' TYPE E {!@r ,'-,.' ar:.~ -f~~~f-- I=i "-6' J ~ r-6' ~ SHOULDER GUTTER SECT'ION CC VAlLEY CUTlER · -- :. c:.=r ~.:. ~ = :;:........~ r:- tNolIrwe flit IN tip ..... -::-r. wnleee ..... ..... ell ,.... ..... 'er - SS....... ., -.... .......... ....... ~ ,.. ....... .... ..... .. ...... ~ .. ..... .... r....- jelnt, jlIIIIt ., ... jet... .... _ ...... ..... ~ . ..., .. -- ,.,..,... --, Me ~ ftFt. CONCRETE CURB AND GUTTER ,.. _,s... s.,. '" ~ .. .,. "r ~,.,..... m r~r ._~ ,.......' r ..... .... .... s.. f~f I ... u · , , I ""~r r- r-- -, Y~r-<;'i ! ;:~ ..=-.: - ...J~_ - i f.~:; :;_ [LEi':;.:: ~ ~ .:=:t~..! .. TYPE B TYPE 0 -- Jeillt ,.., TYPE A. .... ~ - -po.e .. --- .,. "-II1II ,.....,..,." ___ .--. ~=~...:::=-~ ~ =-.." - ..... ......, -- CONCRETE CURB ~-~---:1 Of ClIItI I~" ;~-~_.L ~ I €4.,. Of P\Nj f4ge Of Itawt,~ 3' O.S" r....... rOflOf~ ~1 0vU.../ PlIOl..& FlMEO D<<> ~J~C~ ====1E.. -rL ~Offlalot.:;::r-- ua,.OtPo.lt,--' p.~ PlAN J' J' ~ ..DD ~" T., Of ~~ L- J TOfI ::.~ ~ fIltClfU PIIICIfU fL.AA[D END STlWGt;T END CJRB ~O GUTI'ER TYPES E & r CURB AND GJlTER ENDINGS 1- ]' ~ '''' ~ C.n -..... ~ Gutte-' ~II.E S'T'AAIGHl' END CURS TYPE A ~'~ ~ Of ~ ~'..... r~ ._, ..1- ~ Of Sawet.t ~ ...... L ~ / 4]- ':..... 0 Mln ,- t::=:-:J]-- 5: .... r 0 ..... f -. 0 IlIoI TYPE E TY':>( F ~ Of s-..t ~9~ SHOU..DER GUTTER s..~ 011 L..- 5I4Il 01 ~ T Q .. t Ace\Ie Ufl :)t Gutter. Sur1aca Q"1 .. 5iCle To .. f'IiMI .u. Up Of c.n Or Curtl . 0tItW. /,"" \IIIr'- r ~/A////// i-~?~ ~, ~~ s..... ..... IN ~ ..... ..... tutW ... ..... uurtI 0I'Id ..,.. ...... CONTRACTION JOINT IN CURB AND GUITER A.... to .... ..... .. ... ... fII .......... ... .... __. CURB AND GUrER A~D lYPE A CURB ADJACENT TO FLEXIBLE ~AVEMENT ~...s..c (t~rr~ ~~ Of ..... ~~ Of S-1oIt ~~.. - LTf >l... IT "... l'fF'E A TYPE B TYPE D CONTRACTION JOINT IN CURB - ~~ ~..:tRWl o ~ .. .. ~ .. ... ..... . -----. .... .... "-". EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVE~ENT ~~. ~O L g" J . ..AieHAL TIC CONCRETE CURB :-~"'''r':,_ ~ r_ :::.41 ~ f . .... ,.... ~ f---.~ ~)~_ ' "'2- \.... e.t Or ........ CENE'W.. NOTES 1, FOI' CllIItt,......-. ~ IIIICI ..... ~. COIlVocIIen .... 8t 10' ~ (_.). CennotIoit,.,.. ~ to ~ ~.. ~b. -.:.:- ::- ::..: I?'::'........... ~ =:.: ~0I-::--= ~~ III Z. ~ 01 CllftlI ~ . ... 0 ..... ~ ~ ,.. ~ IWO heltMt In J .... r ...., ---r ~ J. _......., "\ N. T.&, CURB AND GlITTER DETAILS INDEX NO. 300 CONCRETE BU~PER GUARD ~I ... "" ~ .. !- ~ bl-I~- ~ ~ ..... a.n..... ~ I ~ I...~ __ .... To .. ~ u.b Of ~ --L "'J I ~ AI ClIIr ... ~ "" Of .... 47 1 .....To.. CI c.. G.IIW ! I -1 .. To .,. or aft, "'iiiliiI =' II L-L-: "If L-. --..~ r'il ./ r '-= I -- r" Fer AI'" =r J~~ , WlTf<OUT CU~ . ~ _ ~~cu~ '" G~ 0.. Or ..... Uk ~ (9' ..,.,) LIMITS OF CLEARING & GRUBBINGt STABiLIZING AND BASE AT INTERSECTIONS COURSE .... NATERW. TYPES ~ THtCKNfss[s IN DRMNG /IRf.AS fOR RURAl.. ~D UR8Ni CONNECTIONS THICKNESS (INCHES) () CONNECTIONS Q RO.tDWAV <t 2 J .. 5 4 5 .. -i.}- .. 4 .. .. .. , .. 5; 5 7l 5 7; . I .. , WATERJ"LS ~ AIhaaIIiI c:c...... u....ck ~ lGO) c.w.e.. o.IM (LJI ,.) _-1 tw..w aoo, IIJC - 2 t'IiIar.W 1IIal *-3.... 1GOO) 5aiI-c..t (PIIIt till 0llCl III) 8ri......tl.M1CID) ScIrIH::I. fUll 751 .. a..- '0) ~ t-... Mk) 0J0 ...n g,...., --- C) ..... ...... ~ AI ...... ... " ... .. .. ....... ..... .. ..... ...... CI CIIIlIlIIIIl ..... tiler ttwl ......... ....... t _ 2 .... <t ... .. ... ..... -.). ..., .. .... ... lllIe . ..... .......... _ tI __ ___ ..... .. ~ ... ... ........ ........ 1 MIl J ..... IC)T[S 1. ... ....... ..... .. ~ ...... " .... .. ....... ..... .... .. .... .. .. ... ... .. ... ..... .... · ..... _ .. ......... .. .............. Oller IIiIMtnIIIt ....... ~ ..... ..., " ... .. tie ..... wi ..,.... ,................ _ .... 1f4- 2. ..., ... .. ... ...... .... .. .. .. _ ...... . III ... ...... ___ ., .., " .. ...... .... ....... ----. ..... .. ..... J. , . ... ... __ _ , ... Ie' . .... II ..... .. .. ...... .. .... .. .... .. ~ ..... at lilt wi . .... .......... ........,...... __ __ . III ..... III lilt .. .. .... ... .. ...... - III........ 5 .... .... 4. , ..... _ " ..... ... ..... ,...... .... .., _ ... .. ..., .... ..... ... .. . .... ...... ~ ~ ,... .. ....... .... ..... .... .. ClIIIIt.. ..... '* .... .. ..... ... ....... .. .... ...... ....... .. .... fer ill .. .. . ..... ....-L .......................... ........ --.... ..... .. . .. - I. .. ....... ... ..... tiler ..... ..... .... ... ___ ...... PAVOIENT STRUCTURE FOR TURNOUTS AND AUXIUARY lANES TABLE 515-1 I ~I j ~ ~~ ;p~ ~"~ ~V ~ -~ .-- ~ ~ !2 l.OIJ ~ -l,- ; ~c~ l.ct lnIIJOtL OR ~ IQI) OR srJIIT ! I I ......... ., n. r,.... I JD' '- E4It 01 ...... ........ Or .,. l..M, ...... Ie l.ae "'\ IAN .. SIMU..;\GIJI,t COMJCw I j s.' I ~~ ~~ ! ~t ~ : !..'"'" ! I.IiCIDIt o 0IIIIIiIf Or ,... ~ ........,... c::J u.Ae 01 ........ ........ .. I. ......,...,........ __ ,...... .... .. ..... . III ---. 2, ~..................... __ .. .. 5 ,. "- .... fI .. .... war . .... III .... ..... .... ....., .. ..... ~... llle..... fI .. ...... ....... - . III .... fA .. ... lie ..... .. III _ . .. ......... All...... III ...... --. ...... III --- _ ... .. .. ...... ....... lit ....,... .. ...... III ....... ..... .I. ClIIltIIIII............ ~ .... ..... .. .. wi ... .. .. ... III ........ tI lie ........ __ ....., ~..~.. 4. TIle................. wi ....... ..... .. ... ........ ......... .. ... ...., -- ... .. .. ~IIII""" 5. M....................................... IIlI ......... .... ~ IIlI .... ....... IlIr lit ...... .. III ... ....... .. .. .......... ... .. ......... .. ....... l1li ..... ..... .. lit ...... tI .. ....... .. . .. ... .. ... .... .. lie ~ .. .. .. .......... " III ..-. U~ITS OF CONSTRUCnON AND ~AlNTENANCE FOR RURAl CONNECTIONS 48 HOU RS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE S7 A TE: ONE CALL OF FLORIDA. INC.. TURNOUT INDEX NO. 515 PRCAJECT NO. 030{A) . lr\ ~ i--- k:( \ W ~ ..... ~ .... .., P'" .., ".. T -.- I II rIIIl I : CD to CO IX) I~ I~ '~ I~ IS '~ I~ !~ 0 40 CO 00 00 ~~ ~~ <1(< ol(ol( no 00 , !!q f!!r (/\ I zz ~I I it..) l4J14J ::I :1:1 r.n ~ ~~ ~ Z u uu () ~~ >->- 0 t-t- Gu uu ~ ct:f5 f5f5 en ~o.. 0..0.. ~ 00 00 :> tx~ l?:~ ~ 55 55 lJ.JW lJ.JW Q:: Ck:Q: 0:::0::: .A.... ......... ~ I...-;;:J ~'-l '" IIlIl .~ te ~ o ~ ~ ~ C/) ~ rr z ~ o :I: r:n . . ~ ~ < u rn ,.. ...... ~ . ~ ~ f'. N . r<) ~ ct:: W W<{ '" w 20 1"')1"') z ::Set:: 00 lf1 ",r--.. 0 0 <D(l} ~ Z a::-l I I NN ~ W :JlL.. co<D CL (X) (X) ~ c." (f)(/) I I Z wG f'..'" :I: ~ 00 ~Z "Ct"~ ~ .....J :5 a:: I I ::> - - (/) 0.. Z CX)U1 'ij x 0 Z 0 Ow to- LL. 0 <.O~ ~ Z ~ 0 ~ 0 t- ' ...J <{ ..... ...oIIl ,. ....... . . J: ~ I, OJ CQ . - \J cfJ ~ QL - \J Z <( 0 . . .~ ..- ~ ~ r') f-4 nL < 0 0, -< <( Ct: ~ ~ :2 Q C7 ~ .... PROF~NAL SIAL: . . .~ , 1 ' ~~<J) : I a, '~. ~...3( /'Y-99 ^'" "- ~ ,... .,. , E.P,A. POLLUTION PRE~nON PLAN ,. EROSON CONlROl. PLAN - ANY MOOlF'CA nONS TO nitS PLAN MUST BE StGN€O AND SEALED BY A PROfESSlON~ ENGtNEER REPRESENllNG THE CONTRACTOR. THE MODlFICAllONS MUST BE APPROVED BY THE DEPARTMENT AND 1l;E PER~'TTlNG AGENCY. NO CONTRACT DELA YS ~ BE ALlOWEC FOR SUCH ~ODIFlCAll<>>4SOR APPROVALS. 2. OUTfALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE OUTF AL.LS SHALl. BE INSPECTED DAll YFOR POSSIBlE SEDIMENT BUfLDUP OR TRANSPORT. OUlFALLS Sf4ALL BE PROTECTED THROUGH USE OF EN~RONMENTA1.. CONTROl FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF -SITE SHALL BE THE CONTRACTOR'S RESPONSIBILtTY TO REMEDY. THE CONTRACTOR SHAlL USE APPROPRIATE FEATURES AS DIRECTED BY niE PROJECT ENGINEER FOR OUTFAlL PROTECTION. 3. SlOPE PROTECTION - I4HY DISTlJRSED OR REWORKED SLOPES J: 1 OR GREATER SHALL BE AOEQUATEL Y PROTECTED F'RON EROStON THROUGH Tt1E USE OF TEMPORARY SODOING UNllL PER....ANENTI.. Y STABJllZEO~'" SUQ1 SLOPES SHAU. NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS OR DURING RAINFAll EVENTS. 4. HAY BALES - THESE SHAlL BE PLACED AT THE BASE OF' ANY SLOPE ~RE A RAlNF' AU. E\€NT COULD ERODE A SLOPE AND TRANSPORT SEDfNENTS OFF -SITE. BAlES SHALL BE DOUBLE STAKED IN ACCORDANCE ~TH STANDARD INDExES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTlNG BALES, THEN SEDIMENTS SHOULD BE REMOVED. ANY DANAGEO OR INEFFECTIVE BALES ARE TO BE REPLACED WliH NEW ONES. THE LOCATION Of HAY BAlES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT ENGINEER, 5.A. BACK OF SIDEWALK OR MEDl AN INLETS - THESE SHALL BE PROlECTEO FROM SEDIMENT INTAKE UNTlL PROJECT IS COMPLETE. ELEVA T10N or GROUND OUTSIDE INLET TOP SHAlL NOT BE HIGHER TH,~ INLET TOP. HA Y BALES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROWOf' BALES SHm BE PLACED' AROUND INLET APPROXIMATELY 4N OUTSIDE FIRST ROW, BETWEEN ROWS ~ERE SHAlL BE A DEPRESSION TO ACT AS A SEDtMENT BASIN. COMPLETED INLETS IN PA\E:D AREAS SHAlL AlSO BE PROTECTED WTH A SINGLE LINE OF BALES TO PREVENT SEOf~ENT INTAKE FROM OTHER AREAS. 5.8. CURB INLETS - THESE INLETS SHALL BE PROTEClED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SfL T FENCE (TYPE Ill) SHALL BE P~ACED AROUND THE PERIMETER Of THE INLET OPENING IMMEDIA TEL Y ADJACENT TO THE EDGE Of ThE INLET. ALL EXPOSED SLOPED ~ATERIAl ADJACENT TO INLET SHALl BE CO~ED WtTH EROSION CONTROL NATTING 'MTH OUTER LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES, 6, STOCKPILED ~A TERfALS - THIS MA TERtAL SHAlL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES. 7. DAIL Y INSPECTION - Of ALL EROSION CONTROL MEASURES AND CONDIT10N OF ADJACENT PROPERTIES SHAlL BE PERFORMED BY THE CONTRACTOR REPRESENTATIVE AND THE ~ROJECT ENGINEER. DEF:C1ENCIES SHALL BE NOTED AND CORRECTED, EROSION & SEDIMENT CONTROL BEST ~ANAGEMENT PRACT:CES FOR POND AND SWAlE RETENTION AREAS 1. INSPECTION BANKS AND SlOPES FOR :ONFORMANCE WITH DESIGN. SHAPE AND SIZE. RE-GRAOE IF REQUIRED TO MAINTAIN DESIGN CONFIGURATION. ~. MOW REl'ENllON AREAS REGULARLY TO ~AJNT AIN \\EED AND O\€RGROWTH CONTROL. DO NOT MOW BOTTO~ AREAS OF WET RETENTION SYSTEMS. 3. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION Of DEBRIS AND TRASH AND REMOVE SANE AS REQUIRED, 4, PERIODICALL Y INSPECT RETENTION AREA BOTTONS FOR DEPOSITS OF SAND AND lOR SILT ACCUWULA TlON AND REMOVE SAME. IF FOUND TO EXIST, 5. PERCOLATION PERFORNANCE SHAll. BE EVALUATED ON AN ANNUAL 8A~S WITHIN EACH DRY RETENTION AREA. DRY RElENTlON AREAS SHALL PERCOlATE DRY wtTHIN J6 HOURS Of' THE END OF RAJNFAlL IN THE EVENT OF tNAOEQU~TE PERCOlAT1ON. RETENTION AREAS BOTIQM ~AINTENANCE SHAlL BE PERF'OR~ED BY EXERCISING THE FOlLOWING PROCEDURE: A. REMO~ 4 TO 6 INCHES Of' RETENTlON AREA BOTTOM ~ATfRIAl AND SCARIFY EXCAVATED BOTTON, B. REPlACE EXCAVATED MATERIAL WTH CLEAN SAND MATERiAL TO DESIGN GR ADE AND SOD OR SEED AND ~ULCH PER ORIGINAL DESIGN. GENERAL NOTES (F,D.O. T.): & 1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER, 48 HOURS PRIOR TO THE COMMENCEMENT OF 'THIS PROJECT, PROPERTY OBSTRUCTIONS VtHICH ARE TO REMAIN IN PLACE, SUCH AS BUILDINGS. SIGNS, SEY.E:RS. DRAINS, WATER OR G,lS PIPES. CONDUITS RAILROAD TRACTS, POlES. WALLS. POSTS, BRIDGES, ETC. ARE TO BE CAREFULLY PROTECTED AND ARE NOT TO BE DISPLACED. UNLESS NOTED. A PRECONSTRUCTION CONFERENCE WITH THE CITY IS REQUiRED BEFORE ANY SI TE WORK CAN CO~UENCE. /;\ 2. THE CONTRACTOR SHAli. NOTIFY THE SUPERINTENDENT OF THE WATER, GAS, loll SE't\ER, TELEPHONE AND POWER COtJPANIES, 10 DAYS IN ADVANCE, THAT HE INTENDS TO START 'v\ORK IN A SPECIFIC AR€A. THE OWNER DISClAI~S ANY RESPONSIB1L1TY FOR THE SUPPORT AND PROTECT10N OF SEWERS, DRAINS, WATER PIPES, GAS PiPES, CONDUITS OF ANY r<IND. UTIUTIES OR OTHER STRUCTURES OWNED BY T~E CITY, COUNTY, STATE, OR BY A PRIVATE OR PUBLIC UTILITIES LEGALL Y OCCUPYING AN Y STREET, ALLEY, PUBLIC PLACE OR RICH T - OF - WAY. . THE LOCATION OF EXISTING unUTIES SHO'M'J ON THESE PLANS ARE APPROXIMA TE ONL Y AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION BEfORE CONSTRUCTION. FAILURE OF THE PLANS TO SHOW THE EX1SlENCE Of ANY UNDERGROUND UTILITIES, STRUCTURES. ETC. SHALL NOT REUEVE THE CONT~ACTOR FROf\4 THE RESPONSIBILITY OF PRESERV1NG AND PROTECTING SAID UTILITY OR STRUCTURE. SEWER r~OTES: 1. PIPE SHALL BE PVC GRAVITY PIPE, AST~ 0-3034-73. SDR 35, 2. M,ANHOLES SHALL BE PRECAST, I\STM C-978 COATED INSIDE. 3. ALL. MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY IMTH LOCAL CODE REQUIREMENTS. 4. ACCURATE AS-BUILT INFORMATION SHALL BE RECORDED. WA TER NOTES: 1. ALL PIPE SHALL BE PVC, C-900 (DR 18), 2. MAiNTAIN 36" COVER FRO~ FINISHED GRADE TO TOP OF PIPE. 3. ALL MATERIALS AND CONSTRUCTION METhODS SHALL COMPLY 'MTH THE CITY Of WINTER SPRINGS DETAilED SPECIFlCA TIONS AND REQUIREtoAENTS. 4. FIRE HYDRANTS SHALL rACE THE STREET AND HAVf: A 5?" ~INIMUM VALVE OPENING ~TH 16" FROM NOZZLE TO THE fiNISHED GRADE AND BE PAINTED AS REQUIRED, 5. W1ERE WATER AN::> SEWER ~AINS CROSS ~TH LESS THAN 18" CLEARANCE, THE SEVtER MAiN SHAll CONSIST OF 20 fEET Of DUCTIlE IRON PIPE OR BE CONCRETE ENCASENENT. ~AJNTAtN A MINIMUM 10 FEET HORIZONTAL SEPARATION WHERE PRACTICAl. 6. ALL NEW LINES TO BE fLUSHED AND STERILIZED IN ACCORDANCE WITH AWWA C-603, SATlSFACTORY BACTERIOLOGICAL SAMPLES SHALL BE OBTAINED FOR EACH SECTION. 7. PRESSURE TEST All SERV1CE LINES FOR AT LEAST 1 HOUR AT 150 PSI. 8. ACCURATE AS-BUILT INFORMATION SH~LL BE RECORDED, GENERAL NOTES: ~ 1. ALL CONSTRUCTION AND MATERiAlS SHALL CONFORM TO THE CITY OF It.4NTER SPRINGS' DETAILED SPEC/FICA TiONS AND REGGLA TlONS, 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT ;tNGINEER OF ANY DISCREPANCIES fOUND BET'M:E:'\I THESE PLANS, THE ARCHITE:TUR A.L PL ANS AND/OR FiELD CONDITIONS, PR:OR TO CONSTRUCTION. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE fhA TALL REQURED PERMITS ARE OBTAINED AND IN HAND PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4, THE BUILDING FOOTPRINT INDICATED ON THE PLANS ARE AS PROVIDED BY THE OWNE~ AN) ARE FOR COORDINATION PURPOSES ONLY. THE CONTRACTOR/BUiLDER SHALL REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS AND STRUCTURAL ELEMSNTS NOT SHOWN HEREON. 5, THE CONTRACTOR'S SID SHALL BE COMPREHENSIVE AND SHALL INCLUDE ALL LABOR, MA TERI ALS AND EQUIPMENT NECESSARY TO COp.JPLETE~ THE WORK IN ACCORDAN8E WTH THE Pl.ANS AND SPECIFICATIONS. 6, . THE CONTRACTOR SHALL RESTORE .ALL OFF SI TE CONSTRUCTION A~EAS TO AN EQUAl TO OR BETTER THAN CONDITION !HAT EXISTED PRIOR TO COMMENCOAENT OF CONSTRUCTION. 7. THE CONTRACTOR SHAlL EXCAVATE AND ROUGH GRADE PAVEMENT AREAS TO WHHIN 0.1 Faa: OF THE SPECIFIED SUBBASE. 8, LNLESS OT"iER'v\~SE NOTED, GRADE -0 MEET THE E:,(lsn~,G P,AVEr-JENT ELEVA.TIONS. 3, ROOF DRAINS, FOUNDATION DRAINS AND OTHER QEAN WATER CONNECTIONS Te THE SANITARY SEv.€R SYSTEM ARE PROHIBITED, CONTRACTOR SHALL BE RESPONSIBLE fOR THE SEEDING AND t\4ULCHING Of STREET AND ROAD SHOULDERS IN ACCORDANCE WTH THE REQUIREMENTS OF THE SEDIMENT CONTROL ORDINANCE 74-6 A.ND FOOT SPECIFICATIONS, WATER SUPPLY FACILITIES, INCLUDiNG MAINS. SHALL BE INSTALLED, CLEANED, D1SfNfECTED AND B ACTERIOLOGI CALL Y CLEARED FOR SERVICE IN ACCORDANCE v"TH THE LATEST APPLICABLE AWWA STANDARDS. CONTRACTOR SHAll. BE RESPONSIBLE FOR AND COMPLY lMTH ANY TESTING REQUIRED BY THE LOCAL GOvt:RN1NG ~.GENCY IN ADD! TlON TO THE TESTING REOUIRDJENTS OU:UNED IN THE SPECIFICA 110NS, A copy or ALL TEST REPORTS WILL BE PRO\1DED TO THE C1TY ENGINEER'S OFFICE AS SOON AS THE TEST IS COMPLETE. REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM AREAS TO BE OCCUPIED BY PAVEMENT. WA.LKS AND BUILDINGS, AND OTHER AREAS TO BE GRADED. PLACE TOPSOIL IN LOCATIONS \\HERE IT WlL NOT INTERFERE 'MTH BUILDING OR UTILITY OPERATIONS, AREAS TO BE STRIPPED SHALL FIRST BE SCRAPED CLEAN OF ALL BRUSH, 'lEEDS, GRASS, ROOTS AND OTHER \.4 A TERIAL THAT WILL INTERFERE 'MTl-t LAWN MAINTENANCE. SPREAD TOPSOIL AS NEEDED O~R NON-PAVED AREAS AND HAUL UNUSED TOPSOIL FRO~ THE SITE. CONTROL OF DUST, EROSION AND SEDI~ENT A nON DURiNG CONSTRUCTION SHALL BE THE RESPONSJBILlTY OF THE CONTRACTOR. THE DETAIL(S) SHO~ ON THE PLANS IS A SUGGESll0N ONLY AND DOES NOT REUEVE THE CONTRACTOR OF ANY RESPONSIBILITY. 10. BEST MANAGEMENT PRACTIES, AS CONTAINED IN THE FLOR.DA DEVELOPMENT ~ANUAL, CHAPTER 6, PUBLISHED BY Tr;E F ,-ORIDA DEPARTMENT OF ENVIRONMENTAL PROTEcnON, ARE TO BE INCORPORATED INTO ANY EROSION CONTROL PLAN PROPOSED BY THE CONTRACTOR. 4, 5. 6. &7, EXISTING UTIUTlES NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE AU ABO~ GROUND AND UNDE~GROUND UTILI""'IES, 'MiETHER SHOWN ON THESE PLANS OR NOT, PRIOR TO COMMENCEMENT OFNORK. EFFECTrvt: DECE~BER 1, 1993, THERE IS A STATEWIDE .ONE CALL" UTILITY SER'v'1CE. CONTRACTOR SHAll CALL 1 (800) 432-4770, 48 HOURS PRIOR TO COMMENCING ~RK. CONTRACTOR SHALL NOTIFY ENGiNEE~ IMMEDIATELY IF ANY CONFLICTS OCCJR SO THA TDESlGN ,.,A Y BE ADJUSTED. 9, EXCAVATIO~~ OF UNSUITABLE FIll A~iD COMPACTION SHALl BE PERFORMED ACCORDING TO THE GEOTECHNICAL/SOILS ENGINEERS RECOMMENDATIONS. 10, THE CONTRACTO~ SHALL USE CONCRETE 'MTH A MI~IMUM 28 DAY COr-.APRESSIVE STRENGTH OF ..3000 PSI, UNLESS OjHER~SE NOTED, 11. THE CONTRACTO~ Sri ALL CONSTRUCT ALL STORt-JWA TER APPURTEN ANCES I~; ACCORDANCE WTI-i F.D.O. T, STANDARD SPECIFICATIONS AND THE CITY OF WINTER SP~JNGS. 12. SAW CUT AND MAT~ [XISTING ASPHALT PAVEMENT. 8, HANDICAPPED PARKING: HANDICAPPED PARKING SPACES SHALL BE MARKED BY THE INTERNA 110NAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PRO'v'1DED WITH A SIGN STATING .PARKING BY DISABLED PERMIT ONLY", . AU. HANDiCAPPED ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE 'lATH APPlICABLE HANDICAP CODES. 13. ,ALL DiMENSIONS ARE TO "THE EDGE OF THE PAVEMENT LNLESS OTHERWSE NOTED. 14. ,ALL PARKlf\G STRIPiNG SHA.LL BE ~OUR INCH (4") WHITE THERMOPLASTi:. 15. SOD ALL OPEN AREAS. 16. THE CONTR ACTO'~ IS TO UTILIZE POL YFILM SILT SCREEN. HAY BALES AND OTHER SIMILAR fiLTER BARRIERS TO TREAT ALL CONSTRUCTION WATER, \\ELL paiN T WA TER, ETC- PRIOR TO DISCHARGE OFF SITE, 17, CONTRACTOR, PRtOR TO CONSTRUCTION, SHALL FIELD LOCATE ALL EXJSTING UTIUTIES FOR POSSIBLE CONFL'CT 18. CONTRACTOR SHALL USE "STATE RECOMMENDEJ BEST MANAG:-MENT PRACTICES TO MINIMIZE SOIL EROSIO"', SILTATION, WATER AND AIR POLLUTION" A.NO PROMvTL Y RESTORE ANY SUCH DA~AGES, 19. CONTRACTOR SHALL RESTORE ALL OFF -S'TE AREAS DISTURBED TO ORIGINAL CONDITION OR BETTER. 20. CON-TRACTOR TO MAINTAIN TRAFFIC ~LOW DURING CONSTRUCTION. 9. , NOTES: ,i 1) ALL LETTERS ARE '.rISERIES 'c' PER THE STATE DEPARTMENT Of TRANSPORTATION PUBUCATION ENTITL .MANUAL ON UNIFOR~ TRAfFIC CONTROL DEVICES. (M.U, T,C,D.), 2) THE TOP PORTION Of! THE SIGN SHAll HAVE A HIGH INTENSITY REI="LECTORIZED BLUE BACKGROUND ;'TH 'M-iITE LEGEND AND BORDER. \ 3) THE BOTTOM PORTION OF THE SIGN SHALL HAVf A HIGH rNTENSlTY REFLECTOR;ZED 'M-irnt BACKGROUND WlTH BLACK OPAQUE LEGEND AND BORDER, 4) ONE (1) SIGN IS RE~'RED FOR EACH PARKING SPACE, I 5) THE HEIGHT OF THE SIGN SHALL BE IN ACCORDANCE ~TH SECllOf\ 24- 23 OF THE ~..4ANUAl ON UNlfOR... TRAmC CONTROL DEVIces (M_U_T.C.D.). GENERAL PAVEMENT MARKINGS AND SIGN NOTES: (PER LDC AND MUTCD): A) PA\'EMENT MARKINGS: . ) COLOR 0) 'MiITE: PARkiNG, STOP BARS. HANOtCAP SYMBOL, TRAFFIC ARRO~, DElINEA 1100 AND AlL \\QRD AGE, b) YELLOW: FlRE LANE, PAINTED ISLANDS AND ALL WJRDAGE, 2) MATERiAL 0) THERMOPLASTIC OR EQUIVALENT: STOP BARS, TOT At FIRE LANE WORDAGE AND STRlPING, H ANDICAP S~BOL, TR AFFlC ARROWS, DELINE A TION AND ALL WORDAGE. b) FOOT TRAF'F1C RATED PAINT: ALL OTHER MARKINGS. NOTE: STOP BARS TO BE 24-, 4 FEET FROU THE RIGHT-Qf-WAY. 8) SIGNS. ~) MATERIAL: HIGH INTENSITY REFLECTIVE FACING FOR A.LL SIGNS. 2) HEIGHT: SE~N rEET FRO,." GROUND TO BOTTOM OF SIGN. UTILITY NOTES: 1, THE LOCATION OF ALL EXISTING UnUTlES SHO"NN Ofi THE PLANS l-IA\IE BEEN DETERMfNE0 FROM THE BEST INFOR~ATION AVAILABLE AND ARE 0 VEN FOR THE CONVENIENCE OC' THE CONTRACTOR, AND THE ENGiNEER ASSUMES NO RESPONSIBILITY FOR ACCL:RACY OF LOCATION, ANC IT IS THE CONTRACTOR'S RESPONSIBILITY TO 1'40TIFY THE VARIOUS UTILITIES AND 'AAKE THE NECESSARY ARRANGE~~NTS FOR ANY RELOCATIONS OR EXTENSIONS OF THESE UTIliTIES WITH THE O~ER OF THE UTIUTIES. IT ~S THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILi T ES PRIOR TO CONSTRUCnON, 2. ~EN WATER AND SEWER LINES CROSS ~TH LESS THAN 18" VERTICAL SEPARA TIO~, THE p, V.C, PIPE SHALL BE ENC,ASED IN CONCRETE OR REPLACED 'MTH DUCT'LE iRON PIPE FOR A DISTANCE OF TEN (10) FEET EITHER SIDE OF THE CROSSING. A LATERAL SEFARATION OF AT LEAST TEN (10) FE.ET SHALL BE MAINT AINED BET~EN SE~R/W~ TER LINES. 3, ALL UTILITY LINES SHALL HAVE 36 INCH ~~,~U~ COVER. 4, ALL SANIT~.RY SEWER PIPES SHALL BE PVC PI?E CONFORMING TO ASTM D-1785. 5, ALL St:~R AND WATER SYSTE~S SI-'AlL BE O~ED. OPERATED AND ~t..INTAiNED BY THE PROPER TV O~ER UNLESS EASEMENTS ARE OTl-iER'MSE PROVIDED. 6. THE UnUTY CONTRACTOR SHALL EX;[ND n-tE EXISTlNG SE~R AND WATER SERVICE LINES TO A DISTANCE OF' APPROXI~.A.TEL Y 5 FEET fROM THE BUILDING FOUNDATION. 7. ALL PV,C. WATER MAINS SHALL COt\FORM TO AWWA C-900 AND BE RATED A. '150 PSI AND HAVE A Dltv'ENSION RATIO OF (DR) OF 18. SAID PIPE SHALL BEAR THE N.F,S, LOGO FOR PO-:-ABLE WATER MAIN. HYDROSTATIC TESllNG SHALL BE IN ACCORDANCE WTH AWWA STANDA~D C-600 ANDIOR M23. 8, ALL 'itA TER SERV1CE 2- OR LESS SHALL BE POl YETHLENE PRESSURE TlBINC CONFORMING TO AWWA C901-88, ASlM D-2737, AND PE 3408 DR9. 9, All WATER PIPE SHALL BE DISINFECTED ,~ND TESTED IN ACCORDANCE WITH AWWA STANDARD C-651. 10, THE CONTRACTOR IS TO COORDINATE THE LOCATION ANC ELEVATION OF ALL ELECTRICAL,. TELEPHONE, IRRIGATION AND OTHER SER\,1CE SLEEVES WTH RESPECTIVE AGENCIES PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR IS TO COORDINATE THE LOCATION AND ELEVATIO\i OF ALL UTILITY SERV1CE LINES 'MTH il-E ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 12. THE CONTRA.CTO~ SHALL NOTIFY THE APPROPRIATE UTILITY DEPARllAENTS 48 HOURS PRiOR TO CO~MENCJNG WORI( ON EXISTING UTILITIES. '1, IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE CONTRACTOR'S EROSION CONTROL MEASURES ARE ADEQUATE AND IN COMPUANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS AND IT REMAINS INTACT THROUGHOUT ACTIVITIES. 12. AlL WORK TO BE PERFORMED ~THIN THE FLORIDA DEPART~ENT OF TRANSPORTATION RIGHT-OF-WAY SHALL CONFOR~ TO: A) FLORIDA DEPARTMENT Of TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION (1996), FLORIDA DEPARnAENT Of TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. CONSTRUCTION, MAINTENANCE AND Ulll1TY OPERATI~S FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEt.AS (JAN 1994 OR JAN 1995). FLORIDA DEPART~ENT OF TRANSPORTATION ROADWAY PLANS PRE:PARATION MANUAl VOluME 1, CHAPTER 2 AND 25. 1992). FLORIDA DEP A.RT~ENT OF TRANSPORTATION FLEXIBLE PA \of:MENT DESGN MANUAL FOR NEW CONSTRUCTIO", AND PA\.f:MENT REHABIUTATION (OCT 8) 21. CON TRACTOR MAY MAKE \tINOR ADJUSTMEN~S IN ,A,UGNMENT AND ~RAD~ TO AVOID CONFLICT WITH EXISTING UTlL TIES, STR-JCTURES, TREES, OR TO BETTER MA TCH EXISTING FIELD CONDITIONS, 22, CONTRACTOR ShALL Ri:CORD AND SUBMIT TO ;:>ROJECT ENGIN::ER ACCURATE AS-3UIL T INFGRMATION. DRAINAGE NOTE DURING CONSTRUCll0N PERIOD EROSION /SED'~ENT CONTROL THE CO~TRACTOR IS TO PROVIDE EROSION CONTROl./SED'MENTIoTlON BARRIER (HAY BALES OR SILTATION CURTAIN) TO PRE~NT SllTAllON Of' ADJACENT PROPERTY, ON-SITE ~n.ANDS, STREETS, STO~ SEWERS AND WATERWAYS. IN ADDITlON, CONTRACTOR SHAll PLACE STRAW, MULCH OR OTHER SUIT ABLE MATERIAL ON GROUND IN AREAS v.t-4ERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE, iF, IN THE OPINION OF Tl-tE ENCINEER AND/OR LOCAl AUTHORlllES, EXCESSIVE QUANTlTlES OF EARTH ARE TRANSPORTED OFt SITE EITHER BY NATURAl DRAlf\AGE OR BY ~HICULAR TRAFFIC, ll-tE CONTRACTOR IS TO REMOVE ~O CLEAN SAID EARTH TO THE SA nSF ACTION Of' THE ENGINEER AND/OR AUTIiORITIES. C) D) 13. AlL TRAFFIC STRIPES AND ~ARKINGS ARE TO BE LEAD-fREE, NON-SOL'vf:NT BASED THERMOPLASTIC. THE PERMITTEE 'MLL FURNISH THE DEPARilJENT WITH THE ~ANUfACTURE'S CERT1FICATION THAT THE n-iERMOPLASTlC IS -LEAD FREE-. 14. THE APPLICANT WILL NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT MAINTENANCE OFFICE 24 HOURS IN ADVANCE OF STARTING PROPOSED WORK, CAll ACCESS MANAGEMENT AREA ENGINEER AT (813) 975-6070. 15, ANY FOOT MARKERS FOUND ON THE PROJECT SITE SHALL BE PROTECTED DURlj\jG CONSTRUCTION, IF MARKER IS IN CON~'lICT WlTIi PROPOSED IMPROVf:MENTS, THEN ~ARKER SHALL BE MOVED BY REGISTERED LAND SURVEYOR. 13. THE TOPS OF ALL STRUCTiJRES IN PA~D AREAS SHALL MA.TCH FINAl PAvtMENT GR ADES NiD CROSS SLOPE. 14. THE CONTRACTO~ SH."LL IMMEDIATELY NOTIFY THE ENGINEER or ANY DISCREP At\CtES FOUND BETWEEN THESE PLANS AND F'IELD CONDIT~ONS, PRIO~ TO COMMENCING CONSTRUCTION, 15. ALL CONST~UCTION S~ALL ~EE"'- ClTY CODES AND REGULATIOtiS AS TO ~ATERIAL. INSTALLATION AND WORKMANSHIP OF WATER AND SEYtfR L1f\iE$. 48 HOURS BEFORE DIGGtNG CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CAlL OF FLORIDA. INC, PROJECT NO. 030(A) .. 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'" ~ i .I. . ./'.--* " ..:- ..~.. ',<p l' '; . : " IN ~L. II" . "'" II zU"f ; of .. IMaW 01.1 AIL NOlES, ,-- ALL LAN05GAPED AREAS TO BE fRRI6ATED RJLL'Y" FOR I~ CO".,!:':" OTlERSLM..E55 OTt-lERHI9E SPfGrFIED. ~ITH A RAIN' OR. 6RQUND .:~t ALL' ~tNe5 TO Be IN5T ALLB!)fQlL. MIX . OR MIL.LOReNITE . t--<,..,.. RETAffER. SOIL AMENDMENTS A!/!) REQUIRED. ALL 6RADINe EXCEPT FINE ~!Nef. BY OnER5 tH..ES5 OTHEFl-~l~,~ ALL FlNl5H 6RADE TO BE 3- ~o THAN TOP OF INPERVIOUS' ~~,J;:: ' SOD,FLORATAM AS REGUIRED UtU:ss OTt-ERHl5e SPEGKED. ALL PL.ANT1N65 TO BE DRESSED ~ 2-3" REGYGL.ED MJL.GH I GYPRf"' ALL MA~AL TO Be 6RADE .,.0It'!ETTER . SUEU:GT TO GHANeSE Ot~l, ARGHtrEGT . OR 0HNeRS ~1"'1!Nr~AL. , ~APE GONTRAGTOR SHALL ~TEE ALL PL.ANT1N6S FOR CfO I .- TOTAr&.. INSTAU..AnON GOMPLEATION,'\K?ER NORMAL GONDAn0N5. ALL INSTALLATION SHALL. Be oate:"IN SOOD ~ L~ MANNER AL-..:. TO I...C)(:,AL. STANDARD PRACTtGES/ THIS PLAN CONTAINS'" ...JlS ~~,NATI'IE MATERIAL. AS ~IRED. THIS"PI.AN IS.1M: 5Ol..E PROPERTT':()F AVANT.LTJ:) AND At<< tJNALJTHORlZED ~; U5eR5 HiLl... PAY AU.. ~ . LE6AL FEES. ~TERlAL LIST: .-i.. ' / ~(X)MMON NAME PAUR0n5fALM cPUEEN PALM BT 12' 16' . .Sp cr ~y QTY BOTANICAL NAME AW 1 ACOE~RAPHE 'NRIGHT or ARECA5TRUM ROMANZ. AR , RED MAPLE CYPRESS TREE 12' 12' .'6' 6' 5' 5' or ACER RU6RUM TAXODlUM DI5T1CHUM B 1 BOUGAINVillEA PURPLE ePUG VINE AFFiXED TO 4' RUNNERS cv 6 CALlISfEMON V1MINAUS 6AUHINJA PETITE WEEPING OOffiE 6RU5H r:JNARF HONG KONG 12' 6' 5' or HD 110 HE;LI^NTHU5 DEBILl5 DUNE FLOWER 4" 4" HP 18 HAMEUA PATIENS or ClERODENDRON 5PP. Ft~,eUSH REO FLO'NER 5PP. 36" 36JJ 18" 18u IL 2 ILEX 5PP. H<1lL Y TREE 12' 6' 5' LI :3 LAGERSTROMIA INDICA llGUSTRUM LUCIDUM , . Cil\PE MYRTLE LfhusTRUM TREE 12' 12' 6t 6' 5' 5' or L5 80 LlRIOEPE EVERGREEN GIANT JUNIPERUS HORlZONT ALl5 ~T LILY TURF F~T JUNIPER ;:t>i 12" 6" 12" 12" or Me 20$ MYRICA CEIFERA or MYR51NE 5PP. or RAPHlOLEPI5 MAJ. BEAU. tlAA MYRTLE M)'RSINE M(UE51lC HAWfHORN 36" 56" 3611 18" 18" 181' Q( 2 QUERCUS VlRGI^NANA e~. ~O^K ~~ALPALM W16H1NGTON1^ 14'+ 14'+ j -I {. \ I)t't\' ~ ~-l~\ ~ ,., 12' 6' ~ SP ~ 5A5AL P ^LME1TO WASHINGTONIA SPP. or :,'ji':;" V5 60 Vl5URNUM 5U5PEN5UM .DANKWA V16URNUM 24" 1P" or UGUSTRUM LUCIDUM 'flOSSY rREV1T 2411 It". TREES TO HAVE A MIN. 2.5" CAL AT 4.5' A50VE ~ND( D.B.H. ) AT TIME OF PLANTING. -r';' r.: "I:~ SITE DATA : ~. - t" L .,~}. TOTAL~,: /I J?3JS.F.or,~ tAG!, TOTAL IMPEaVlOus:ii ~~.s.F. --",' TOTAL PERvious: ~r~ S.F. ~ LANDSCAPE CODE: I ',:.~.. TOTAL PA VOlENT: 9 1lla8d tel18ia.. _15 REQD.-9 ..ft, ~5U"-16t ~ 3:.15 ....1. -(,y 75' -'110'~3.6 or ~:~;:' REQD. 8 TREES ,e . ~'. I 1 I ' ~ \' i- f' t \ \A. . f ,} ., '. \ .. ~~ .'-: ...~.:~ ~4 ,. "";;"~~'..;:,. ~' "' "J li." ;/,' '+';;.~, -~; SPEC. ~ STEM ~5TEM ~ B&B 7 GAL B6:B 4" POT :3 GAL :3 GALe B&B fit'. : .. B&P, 1 GAL 1 GAL 3GAl ~~ 1; ~/)'" "'6 \~ ~(~~\. -'/L"I7'" PROVI).9 PROVDIO .f- *"~, \.., ...,. ~ ..' ':):<-ll, J J "t ,. ';. '~"-..... )' .. ,.". ~... ..,.... .. ":"1,r- ..... .... : t-.1. ','';P?~ . . ,~' .. .J ); (",,-, t f'- . T~ '" .r;l.'..., , ,. . . ~ .'''''' " ~. "'" '....~ "l:< . " " .~ . .... ~:. , ,,:,.(.' ~~' ~ 1 ~ - ~ j 1 '.' '" . II ~'" . '\ - - L.1.L.-,---t-___ /J ) "---. ,/L / . ",---..." f17:\ t .. 1 .... :....-J' " , , ,. I '............ " f <(', '~. ~- ,:,' 'i ,;. l' 'J . ~ . ) \ <~ .....~ .... -.....;.,........ -.......... . .. ( , " ,. " IfXISTING TREE ~OTE: IF ANY THREA TEND or SPECIMEN TREES LARGER THAN 10" D.8.H., THAT ARE EXISrtNG~tA'N' BE SAVED, MUST BE PROTE(~TED WHITH A APPR()VED TRt:E BARRIC"ADf:. & MAY BE USED TOWARD LANDSCAPE CODE. ?/~~~~~ .In /~ .1 J , ./ ;" ""I ~ ~,i ~. ;., . , f . I L ~f't . I. ',!J . ), ( . ."--" , 1\/ ' ~ t i \ --=--:..Jo..---+- I ; \'~-~,.../ ,. - ./ r/~/~W/ ~ \,A~~' l(:/ I , I I ,~ r%\u;T\ -t_: I Ir 1:\ I "l ....... ,~ .~ ""Cl!!I ...... \ '. . C\\. ",A. ' ~ ,,-1 rt80-,I"--"/e . !" lloo" . / ...-"",,' . .... [:J .. . - --v 7 - --:------ -------- ...- .. ~~~ ~~ ~ ~ I~ " , ...... ~ .... ;4'/~ ~, ,,:','i, ')' . ~ - f '( .' .~ ;. ';:,;:. .." 1 ,...{ ;}-:'<..::,..,'~.'::~.J"....'.' . ~...\. '!;' ; '...~L.~~~.."~:, '.~_~:'~ ~ ., ";4-.. );:: ,i'~: !~ ~:;"J~' !~.. :1 .... ',. " 'j .ii, ..-. -,~ ~;~<; ,; ;~ .. .Aa, '__ _ 11;' ~ .~.~ ~ /~ , 'l~ jt f ~..! 'I ,.I" , . ..\ ~ . "'I'\", " ~ \ iJ ;... ~ -' I i~' " ~-~~. '1-' ///1 ( '.!~\ / ~ \ --...... I .... ~ I " .' . :1: -~. ' ,,----'.... t '__ ,"t ", :' .' 7': \-....t ,.... \ , \'-;:;", " ~.-' \ '/t' - ~/ ,"--. .............. I' '\ " ~Ix' \ / I ,.~' , .,~ ,-- . ~,_L_~-<< ~ .. .'~ ~ - ~~ -y ". :. . :; : ...~ ~'" '.;. ~ ".~; ,. '-;:-1 ' . ..' -"'f 1.' ,~- , I - " , ':.._- --- ., I T \ y ~ ~. ~- N -~\' . "I ~ /' ...1 J' i ~ r'., ...., /J ,,~ , " :... ) v,o . /...J'.. ?'A: '/ ,~.' I--' ~"', I 't:/" . I l ' -r- -r .... ' . ~-t . :"t:/ J J r · ., ....~. -------- '---' ~._- r----. . . ~:-L...-,,. , ~- (. J I ,."./ r " .... . -f~ " ~" l ' · r'; t ./' l' ~ .. 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I ~ ,1.' ":~ ':~~~ ;{. :;;~ ,~ ',.'; '.", .,'j ..,/,1-; . . co;:; ,':;~~; .;/ 'elf . .fIt ii~ ~; ti , t :~ ~~~"I l~ ~ll: u a I .. ~ d c c ~C,.)l : j~~t u O~i ."'.~ ~ '& ~ f~ !:a ~ :~ t! a~ ~ c.....~ ." - U f,ft ow " Q.... - _ '8~... ~ ; ~ 9 ~._ ,. _Ht ...... >,. " .( ~-,~ i'.. , ';j ~ .. . ,~ . .., . ,. ~4i' '. . . ", - :'.' , r" '~: ::>:. ~..z~~, / ;~Jt;, '..~:, ," -f .: f', ~, .' ..), ,. .. ,I' '7' DlAWM " IV ..1\1:: ~~ ~~~. ',; )- ,'i;"~ .. ~ · .' f 1.. c:;,;., l/t""~J- ~ >' " .._ . t ',2." - ' , : 8~ \::~'.~;:.' I~~:'. ''; ~ ~~, y~, f. ~,,:. , &4' .'..'....'.. '. ,', . ," , , . ,..r..: ".' I~ ,:: '" "" '.0." :t ':/'Y".'\" j:' 'J">.~i. . ~~ k:"'it ':~:~.~ : .......(,~ \'~ "'^~i . .~~ ?~' .. .. "~ " " . ~! -;i ;-~ ,;.t. ~. ..:~. ., . ~~.~...<t-".'( ~I"I':;' , OFY~.\:' ......t, , . . a l ' :.. ,'.::;. frSCALE:."~W(~ . ..... h< . f'fo.1E::,~V!?,;~~, ...... '... lru 'f'Le?/J~J " ,', ~.. .. ~"~,~:41~K~';';;(" ""1;-, . "~"'I,:.~~ .;'-:-' . :., _..' , ' ...~Z'.... ~ .', :,.,:~~~, i -f ,..~:, ~..' , . ,.i: ">. :~~ . ,,' ,:'g~~,:~,~~j/ " .r-~' i' AVANT, Ltd. ----.._-_._._'~-----_._---. -_.._-..... .. ~ Building Architects, Landscape Architects Land Planners, Golf Course Architects and Project Construction Management Group, Inc. January 5, 1999 Mr. Donald R. LeBlanc Land Development Coordinator City of Winter Springs 1126 East S. R. 434 Winter Springs, Florida 32708 (407) 327-1880 &t. #315; Fax (407) 327-6912 Re: Discount Auto Parts - Store #030(R) 380 S.R. 434 (Longwood - Oviedo Road) Winter Springs, Florida 32708 Dear Mr. Leblanc: This letter is in response to the review letter from Jimette Cook, Code Enforcement Manager, dated January 5. 1999, copy enclosed. 1, No substitutions of plant material will be allowed without approval of the City Arborist. 2. There will be a 3 feet landscape buffer 3 feet high after 12 months of platting set back 10 feet from the property line per Section 20-464( 11) Re-development Guidelines. 3, The landscape area across the front of the building will be 3 feet wide in accordance with Section 20-464(15) c-2. 4. There will be a 10 feet landscape buffer along S.R. 434; planted with Live Oaks at 50 feet i rdance with Section 20-465 (a). (Ike), C,E.O.lFounder 151 Mary Esther Blvd, #405, Ft. Walton Bch., FL 32569 405 Highway 98, Suite C, Destin, Florida 32541 Florida, Destin: 850-650-3761 FI. Walton: 850-244-4454 South Florida: 561-336-9573 Houston, TX: 810-537-6362 , ) ,; ~" ,/ t -~~- .... , ~ ... ~. -- +"'......: .'C,.. ."...-..:..1.... ._..... ~. " I I- " 'i '~!.- '"'" _.,.a........;.:.:~ ._.. -.....,. \ ~.' . 't',.. .. /' '''I' '!.y, :.~~.."IJ I I .J .4t.. ,..........'~.....:=.. .i.. ...._..:'~' k .-\ ...... ,.'i;, '::::..., :..ac__.~. "..L...., ...._~ l -" ..:~jd~ r --~.~ '?'. ,"-, 8'::..~...u.icuRS, ....:~ ......,.,..'VC ...., ~._--_.... -.......~ . -,- ..... -. ..,.- 0UTD00It ~A&.LA1'IOM, .ALi ...., QUICK coa.u.o VALVU MOOIU ,.." MU, 111M. 1M (1.) QUa( COCIII.M VALVI.'.... __..., QUICK COUPUNG VALva ..... JMI, 1'IiII. JIM . ,.. (' 1 0UICIl OOUfUIIIe...W. ~...u GEM DRIVIIPR~ IIONIP IIOOa8 -. -.......-..w . ,........... -"-'-... IL.IC11Ic .VALva ~ ,'-'' IIOGIU 1111 (1112'"), MI (I"), "'W) .... DOl. I -.... . .,........ "'AU.A1DI ..-. > - .............................. , .-- ,_;",,: - J. '. ',:' . . . '~- -.. . ."~.. '~.""flI _~ If.. ' .-'.--'-l-_ ~ 1f..!.. .:~ ~ " ''-''1IP_.-.u ~_., " j.: ..~~+-J~, . ~AI",,' -.__....._, ....,..... _. _'....... ,~:.. .. lrQIIl. . ,;~~ ,"; .; :,~ \. ~..I.i.. ON \,':1'\ . ". ~1r_.l tl/~_ ~"K .. Mot ,.... . ...;', . - . - . .:. ...::; . ..'.. ...,.......-... ww ...- '.i-: . II..RcnIIc VAiL_ ' , . , , .............,., a 1M1 (1' , .; ...W'ALVI..,........,~ . r ::-a....... ,.".. , , .. ..,~ ~:J LtftIW.UII ...., ~~. ._"'. ~,~:'" \ ~ . / '. l \ ~\ \. \\\ ~ ~~ \ \~ "'l 'Y, ~._o)_ --~.~. ' . -~~ '.~ \' \', '. , "IRRIGATION DATA: .. . .0 . , KEY Q1Y DESCRIPTION NAME . CHECK VALVE if ~ ELECTRIC CONTROLLER, (timer) ;~ ELECTREC CONTROL WI BOX ,"*> J.l FULL or PART IMPACT I GEAR ROTOR 30-Sl' 'l~~' '. I pop. Up SPIUNJCLER HEAD "1i l'j :- <I) SO FULL or PAR.T MIST POP-UP 10-1S' 2 .EJ ~ FULLorPARTSTREEMBUBBLER 1.10' 1 ,- . ~ J PRESSURE V ACUM BREAIqm R' .:"~ . G.P.M. P.S.I. ',"P.H. SPEC. 30 ] .6 6300 4S .so ~;t .w ,/ PIPE II 200, P.V.C.( AS PER. REQD.) PIPE # 200,'P.V.C. MAIN, ( AS REQD.) l=~" PIPE #400. P,V.C., SLEVE, ( AS REQD.) -,;' 1.''1; .. . I ., ,:. : f' QUICK CUPLING VAL VB .-i STUB OUT ( FUTURE ) , ~ i SENSOR, RAIN " or GROUND !ij)- I WATERSUPPLY(WELLorOiHER) ~ l WATERPUMP tf ~ \.. ,., .~ y'. _ . t ~ ".. - 20 ~ -q-...,. J -'.,... · 1" ,. .. --1' ----.-. 1---"- -.-< (R~ / I ,,___.// ',,-- ' .' f~-:::1 : ~:;~' . \ ~,\ (,> 'l., ~ .- (P~{lf ft' ~Im" " . . .. ~ 80 '\, ":. ' ~:.. .',' ./'" I ./ .-: .".: ~7L:_'_ I I 'lio.: /1' ,;1 ~ / j' j ....i... / . TYPICAL lVl) S~G : 2" 1.112":' \~ . 1.114~' ~.~'." I" 1/2" 3/4" . .~. . ~~'. . . 'j. o MAIN. . ,~, ,~'-JmADS. -HEADS.' ....'HE.IDS ..~S _ADS ;:.~' . GABON NOT. E:" . . _ ,~ . .,,' ,., , Z'iiO JaeO ~ 7 '~:'I';.~'\ . . ;~ ~ . A1t/l1) --1.... ~J..~,---J,... jJt>OD tJ~ tJ ,. ,.~!!:-q,r.;.M ~~ '. U.UTAnC or---<<-:i . '&.P:W:u""J!c~",r.rl-~ ~~ t' ~ct.SECONDARYPIPINGMAYBEIN SAM!. DITCH, NO! PlPlNGMAYBECLOSER rnAN36" 'TO ANY TREE. . , OSE' AD. V. HEADS AS NEEDED. , SET eONTkOLLBllltIMER.) to WATER tTIMES A WEEK FOR FIRST 1..2 MO., THEN SET CONT1lOLLER TO 2 TIMES A WEBK. or AS 1'lEQt)lRED ( Bf\HAIA GRASS LESS FREQUENT), " ....\ I 1 \ { i I 0"> ..,'" .":': ... . ..' . 1 , ,~ 1 ~ , . . 't ! ..' ~ '1 "'C< ~-. _. j '. f~. 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'- ; ~ f :~ ~ ....,... "i I \ ~ { .. -i DRAWN BY : 1. 2. 3. .. 5. 8. 7. . .. -- - ~.. --..---., ... SHEET* OF~ I SCALE: ,/ /l:;. 4' /1 IDATE:~-JlF .4Pl I f'ILE ,tbz::Jtp . , ,\