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FLD2013-09034� �1��a�t�r _ ,�.._,:..,,_.- ;� ,� r�;ti��t'ti.�"�,/"'�,.�'' MEETING DATE: AGENDA ITEM: CASE: COMMUNITY DEVELOPMENT BOARD PLANNING AND DEVELOPMENT DEPARTMENT November 19, 2013 E.1. FLD2013-09034 STAFF REPORT REQUEST: Flexible Development application to permit a 7,387 square foot Retail Sales and Services use in the Commercial (C) District with a lot area of 41,999 square feet, lot widths of 150 feet (along Gulf to Bay), 280.02 feet (along Kilmer Avenue) and 150 feet (along Shelley Street), a building height of 21 feet (to top of flat roo fl, front (north) setbacks of 40 feet (to pavement) and 92.83 feet (to building), front (south) setbacks of 15 feet (to pavement) and 71.83 feet (to building), front (east) setbacks of 10 feet (to pavement) and 75.5 (to building), side (west) setbacks of 10 feet (to pavement), 10 feet (to building) and 11 feet (to dumpster pad) and 37 off-street parking spaces, as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code (CDC) Section 2-704.E. along with the elimination of a portion of the required foundation plantings along the front (south) fa�ade of the building and the elimination of the required foundation plantings along the front (east) fa�ade of the building as part of a Comprehensive Landscape Program pursuant to CDC Section 3-1202.G. GENERAL DATA: Agent........................... Owners. . . . .. .... .. .. .. .. . .. ... . . . .. Location . . . . . . . . . . . ............... Property Size .................... Future Land Use Plan...... Zoning. . . . . . . . . . . . . . . . . . . . . . . ... Adjacent Zoning.... North: South: East: West: Existing Land Use ............. Proposed Land Use.. ... '��, �� ' �;- , � M:�, � . � .�a � ' t R, .. � tr�` ' ': ,�... . . Jason Kinney, Kinney Engineering Alan Rophie, Ralph Rophie, Cecilia Betech and Cheryl Cohen 2430 Gulf to Bay Boulevard; Located at the northwest corner of Gulf to Bay Boulevard and Kilmer Avenue. 0.96 acres Commercial General (CG) Commercial (C) District Low Medium Density Residential (LMDR) District C and Mobile Home Park (MHP) Commercial (C) District Commercial (C) District Vehicle Sales and Services Retail Sales and Services � • . � � • --� z �� n � .. '�� : __ . , � �� ' I r� � ., �� , e��;., ,�e' s,r �#c . ..,�.rj�,��.. r 11° � "� *, "� �. ri i � � . � q �� 1 c� IC� Y � "� � � �� 1 � ��z;"�' � � �1 � , ,. �.n�,� . �.� ��r w�„�.� K�.x�; �� . T � T� T a �� t 4�` i � 1! � L � ; a :�:x-�'..�,. d' �� ^v-:rA � � p� µ �: ± �. -''"' ; ; . . . � � � � � � Y l� . . `�'A - ' f�.'a* . ' ti I � � � `:'�.� �� k � � _._.�. t � �� . .v � � " L� r � � � • �y',}�,+v.�y � r � � ' � §; � . !�"�' 1 ti • ?_�_ `�q�' ! ��!I�,►'-.R F � �,i-�*�!�'I��'- � � �. .. ,� �J! �l'J-� �! %J � � ��'� � -��-� .� � -� � �T ,.:�i � �:r�� '.^ 'u +. rs 1+ n, r . i*, t�r � �n-r r4�� rw :'�'�+�,.+r.,�i,'„!� .. :�� }r � A�..P'14....� !�1 �1 :�T. � If� A ;1T� C��' fw�ip.'T+�T A.Tlte��. �� 1 1 '�'1� d� ! ... _.�' ��, y .. . ��x�� ' a"°°�'-, �� , ��J .� �.�'. S . �� .. , q,., � li�l.�l Y1'�Ll.� Level II Flexible Development Application Review � -.: t� ,•%-�.r� �,,. . . .� . . �:�.�n r�..�; .. .°'��sm�^s"' . ... . � ANALYSIS: Site Location and Existing Conditions: The 0.96 acre site is located at the northwest corner of Gulf to Bay Boulevard and Kilmer Avenue. The property has 150 feet of frontage along Gulf to Bay Boulevard, 280.02 feet of frontage along Kilmer Avenue and 150 feet along Shelley Street. This site is accessed from driveways on all three rights-of-way. The parcel contains a single-story building with a vehicle sales and display use totaling approximately 2,518 square feet. Please note that existing use and building square footages, based on site visits and City and Pinellas County Property Appraiser records, are made to the best of Staff ability. The majority of the site is covered by impervious surface consisting of the building, vehicle display area to the south of the building and a large asphalt area to the north, east and west of the building. A total of five parking spaces are on the site which is 21 spaces fewer than the 26 required by the vehicle sales and display use. An enclosed dumpster pad is located at the northwest corner of the parcel. The property is within the Commercial (C) District; the intent and purpose of which is to provide the citizens of the City of Clearwater with convenient access to goods and services throughout the city without adversely impacting the integrity of residential neighborhoods, diminishing the scenic quality of the city or negatively impacting the safe and efficient movement of people and things within the City of Clearwater. The vehicle sales and display use is allowed in the C District but the existing structures (pavement) as well as parking are non-conforming with regard to setbacks and number provided. Landscaping, except for an area of grass on the north side of the property, is non-existent and as such, the landscaping on site is highly non-conforming with regard to perimeter buffer, interior and building fa�ade requirements. S X �' K K t : " � � � � � _ va'.e0.V 7� . �s-r. ;;•.-..w�.r =�A LpST � s-arr � � .. r. sn r• �n r. PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION : g � � i . -..,,:. �C x � S � IRWiCt :„� . � a� a.�.T-�. -�:� = �� .�� F � ,r. sr ` M s* ' � ,�:- T:- - '- a ..:- �:• , - -- - LOCATION MAP _ _ , _, - . , � , , , . , , .. � , : `� � � � - �� r � sl �� 111��, s 1 —�—�-r � �i EI t � � t • � a.�.:, � _._ _ ._ _ .__ t iE t 1 ! t �� - '_ i � _ � � ��tlt_�-��.� }�<<�{�:f�fi_=� /i�lr—'Y T _--r�• r-------�—,-------- _ , __ _--- � E 1 ' ,. , � ` ` I i : � I-_ I � : � __�� t�t� t� �-°---�-� t� 3: t i --a cunxPa�r ntro � �lilP . � - T .. ... .. .... . . .. . � �$ � � � �-_- ' ._ �.. , ZONING MAP . :,.�.�. �. Uetathed �tvellings At:i.C'ri� 3= P.atailSalas �" �"'"S � and59n�icas im:er,ae: . ! i iii i � a =�.,�.4.. �,z _ -- � � � ; ; '� . i:lobils HomP `=' Retail5ales Par{: � ` and5erti•ices � � a �& : .3 � _� i G � � �";�� -L � � C EXISTING SURROUNDING USE MAP Community Development Board November 19, 2013 FLD2013-09034 — Page 1 a li�L(�Ll 1T �L�,l Level II Flexibie Develo ment A lication Review PLnxxn�rG & DEV�LOrMExT P pP DEVELOPMENT REVIEW DIVISION L �:, � ��sa::. The immediate vicinity is characterized by a variety of residential and non-residential uses including an established single-family neighborhood to the north across Shelley Street, Home Depot and a mobile home park to the south, a retail sales and service use (AutoZone) to the east and a retail plaza to the west. The neighborhood to the north is within the Low Medium Density Residential (LMDR) District, to the east and west properties are within the Commercial (C) District and to the south properties are zoned C and Mobile Home Park (MHP). Development Proposal: The proposal is to demolish the existing building and dumpster enclosure to redevelop the property with 7,381 square feet of retail sales and services use (AutoZone) with 37 parking spaces, a new dumpster enclosure, a stormwater facility, site lighting and landscaping. The building is proposed to be constructed along the west property line oriented north to south. The parking spaces will be located along the north, south and east side of the site. The driveway on Shelley Street is to be removed and two will remain; one each on Gulf to Bay Boulevard and Kilmer Avenue, both being two-way. A walkway will connect the sidewalk within the Kilmer Street right-of-way to the entrance on the east side of the building. One freestanding sign is proposed on the south side of the site and one attached sign is shown on the south elevation facade. Drawings of the signs which would otherwise provide such details as dimensions, area, materials color(s) and height are not included with the submittal. In short, a sign package has not been submitted with this application and signage whether indicated or not should not be considered as part of the request nor would any approval of this proposal in any way imply approval of any sign. The perimeter, interior and building fa�ade landscaping proposed meets the provisions of Community Development Code (CDC) Article 3, Division 12, with the exception of a portion of building fa�ade landscaping along the south building fa�ade and the elimination of foundation plantings along the east facade. The applicant has mitigated these deficiencies through the provision of landscape material in excess of the minimum otherwise required by the CDC. The landscape plan includes a variety of shade, ornamental and palm trees (live oak, southern magnolia, crepe myrtle and sabal palm), as well as shrubs and ground covers (evergreen paspalum, sand cord grass, sandankwa viburnum, African iris and blue Pacific juniper). The buffers will be planted in such a manner as to create a tiered effect providing adequate buffers between the subject property and adjacent rights-of-way and properties. Special Area Plan: None Development Parameters Floor Area Ratio (FAR�: Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maximum FAR for properties with a Future Land Use Plan (FLUP) designation of Commercial General (CG) is 0.55. The proposed FAR is 0.18, which is consistent with Code provisions. Community Development Board November 19, 2013 FLD2013-09034 — Page 2 � 1il4ia� ►'!'tilL,l Level II Flexible Develo ment A lication Review PLANNING & DEVELOPMENT - P Pp DEVELOPMENT REVIEW DIVISION � ��, � . .. Impervious Surface Ratio (ISR� Pursuant to CDC Section 2-701.1, the maximum allowable ISR is 0.90. The overall proposed ISR is 0.65, which is consistent with Code provisions. Minimum Lot Area and Width: Pursuant to CDC Table 2-704, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Table 2-702, the required lot area and lot width are to be a minimum of 10,000 square feet and 100 feet, respectively. The lot area is 41,999 square feet and the lot width is 150 feet along Gulf to Bay Boulevard, 280.02 feet along Kilmer Avenue and 150 feet along Shelley Street, which exceeds the otherwise minimum area and width required by Code. Minimum Setbacks: Pursuant to CDC Table 2-704, there are no minimum required setbacks for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Table 2- 702, front and side setbacks to primary structures are 25 and 10 feet, respectively. Setbacks to parking are based upon the required landscape buffers which for the front (north, south and east) are 15 feet, and five feet for the side (west). Rear setbacks do not apply to the subject site as it is a corner lot with three front and one side setback under the provisions of 3-903.D. The proposal includes front (north, south and east) setbacks to the building of 92.83, 71.83 and 75.5, respectively. The proposed side (west) setback to building is 10 feet. The proposed setback to parking or other like vehicular use areas along the front (north, south and east) are proposed to be 40, 15 and 10 feet, respectively and ten along the side (west) setback. The proposal does not meet the minimum standards for setbacks to parking or other like vehicular use areas on the front (east). Maximum Building Hei�, Pursuant to CDC Table 2-703, there is no m�imum height for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to the aforementioned CDC Table 2-702, the maximum allowable height for restaurant uses is 25 feet. The proposed building height of 21 feet (to top of flat roo� which is less than this allowable height and is therefore consistent with the CDC. Minimum Off-Street Parkin�: Pursuant to CDC Table 2-703, there is no minimum off-street parking requirement for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to CDC Table 2-702, the minimum required parking for retail sales and services is five parking spaces per 1,000 square feet of gross floor area. This results in a requirement of 37 parking spaces for a 7,381 square foot retail sales store. The proposal provides 37 parking spaces or 5.01 spaces per 1,000 square feet of gross floor area, which is therefore consistent with the CDC. Mechanical Equipment: Pursuant to CDC Section 3-201.D.1, all outside mechanical equipment must be screened so as not to be visible from public streets and/or abutting properties. Mechanical equipment will be located on the roof of the proposed building and will be concealed with parapet walls on all sides. Community Development Board November 19, 2013 FLD2013-09034 — Page 3 ��14R��lt�l Level II Flexible Develo ment lication Review PLANNING&DEVELOPMENT P APP DEVELOPMENTREVIEWDIVISION u . .. ��?=.yq." . . . . Sight Visibilitv Trian�Zes: Pursuant to CDC Section 3-904.A, to minimize hazards at the proposed driveways on Gulf to Bay Boulevard, Kilmer Avenue and Shelley Street, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20-foot sight visibility triangles. This proposal has been reviewed by the City's Traffic Engineering Department and been found to be acceptable. Shrubbery planted within the sight visibility triangles will need to be maintained to meet the Code requirements. Utilities: Pursuant to CDC Section 3-912, for development that does not involve a subdivision, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. All utilities which serve the site are currently underground. Landscapin� Pursuant to CDC Section 3-1202.D, required perimeter buffers are based on adjacent uses and/or street types. Further, pursuant to CDC Section 3-903.F, perimeter buffers to parking adjacent to rights-of-way are required to be 15 feet. The required landscape buffers are 15 feet (north — local street), (south — arterial street), (east — local street) and five feet (west — non-residential). In addition, Section 3-1202.E provides that interior landscaping must be provided which is equal to or greater than 10 percent of the vehicular use area. The proposed vehicular use area is 34,011 square feet requiring 3,401 square feet of interior landscaped area. Section 3-1202.E also provides that no more than 10 parking spaces may be in a row. Finally, Section 3-1202.E requires that all facades facing a street must include a foundation planting area of at least five feet of depth along the entire fa�ade excluding areas necessary for ingress/egress. This proposal provides buffer widths along the north of (15 feet), south of (15 feet), west of (10 feet) and east (10 feet) which does not meet the requirements of Section 3-903.F. The proposal does not meet the requirements of Section 3-1202.E in that foundation plantings along the east fa�ade and a portion of the south fa�ade are not provided. The proposal otherwise meets the remaining requirements of Article 3 Division 12 of the CDC. As noted, the east landscape buffer width does not meet the provisions of CDC Article 3 Division 9. The applicant has mitigated the dimensional deficiency with regard to buffer width through the provision of landscape material in excess of the minimum otherwise required by the CDC. The landscape plan includes a variety of shade, ornamental and palm trees (Florida flame red maple, eagleston holly, red crepe myrtle, southern magnolia, live oak and cabbage palm) as well as shrubs and ground covers (gold mound duranta, evergreen paspalum, sand cord grass, sandankwa viburnum, African iris and blue pacific juniper). The north, south and east buffers will be planted in such a manner as to create a tiered effect providing adequate buffers between the subject property and adjacent rights-of-way and properties. Solid Waste: A dumpster is proposed at the northwest corner of the site. The dumpster area will be screened by a solid wall with a stucco finish to match the primary exterior color of the restaurant. The proposal has been found to be acceptable by the City's Solid Waste and Fire Departments. Community Development Board November 19, 2013 FLD2013-09034 — Page 4 � C1�.�4i ►tal�l Level II Flexible Develo mentA lication Review FLANNING&DEVELOPMENT P Pp DEVELOPMENT REVffiW DIVISION u�n��,�� SiQnage: The proposal includes a freestanding sign as indicated on Sheet C 1.0 of the site plan. In addition, the submitted elevations indicate and attached sign on the south facade. However a formal signage package has not been presented at this time. Any forthcoming signage package must meet Code requirements. Comprehensive Plan: The proposal is in support of the following Goals, Objectives and/or Policies of the City's Comprehensive Plan as follows: Future Land Use Plan Element Policy A.2.2.3 Commercial land uses shall be located at the intersection of arterial or collector streets and should be sited in such a way as to minimize the intrusion of off-site impacts into residential neighborhoods. New plats and site plans shall discourage the creation of "strip commercial" zones by insuring that adequate lot depths are maintained and by zoning for commercial development at major intersections. The proposal includes a commercial use located at the intersection of an arterial and two local streets and is designed to minimize any impacts to the residential neighborhood to the north by locating the stormwater retention area and additional landscaping at the north side of the side. As such, the proposal is largely consistent with this Policy. Objective A.3.2 — All development or redevelopment initiatives within the City of CZearwateY shall meet the minimum landscaping / tree protection standards of the Communiry Development Code in order to promote the preservation of existing tree canopies, the expansion of that canopy, and the overall qualiry of development within the City; and Policy A.3.2.1 All new development or redevelopment of property within the Ciry of Clearrvater shall meet all landscape requirements of the Community Development Code. Gulf to Bay Boulevard is designated as a Primary Scenic Corridor within Section 3-1203 of the CDC and within the Future Land Use Element (FLUE) of the City's Comprehensive Plan. Primary scenic corridors are those roadways expected to have enhanced landscape standards applied to properties along them. Furthermore, Gulf to Bay Boulevard is specifically listed as a "Corridor to Redevelop" within the Linkages section of the FLUE of the Comprehensive Plan. While the proposal does not provide the required foundation landscaping along the entire south fa�ade of the building facing Gulf to Bay Boulevard, the requisite buffer width along the front (south) property line of the site along Gulf to Bay Boulevard is demonstrably better than that as required by the minimum standards of Article 3, Division 12 of the CDC. The minimum buffer landscaping consists of a hedge and one shade tree every 35 feet. Also, and as mentioned previously, the proposed landscape plan provides for a tiered effect along the north, east and west sides of the site consisting of a mix of groundcovers, low- to medium-sized shrubs as well as shade, palm and ornamental trees. Therefore, the submittal supports this Objective and Policy. Policy A. S. S.1 Development should be designed to maintain and support the existing or envisioned character of the neighborhood. The proposal provides for a use permitted as a minimum development standard within the C District and a site design generally consistent with other development in the area along Gulf to Community Development Board November 19, 2013 FLD2013-09034 — Page 5 '_ C�� 1'!'�lty� Level II Flexible Development Application Review PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION u.. _. . . _ . . . .�,.s . . . . . . Bay Boulevard. Specifically, the proposal with regard to landscaping is consistent with other properties which have been subject of Level I and Level II site plan approvals. In addition, the site design is consistent with the intent of the development parameters set by the Community Development Code with regard to setbacks and landscaping. These development parameters were specifically created because many areas of the City were inconsistent with the appearance and character desired by the citizens of Clearwater as evidenced by the creation and subsequent adoption of the City's current Community Development Code. Therefore, the proposal supports this Policy. Community Development Code: The proposal supports the general purpose, intent and basic planning objectives of this Code as follows: Section 1-103.B.1. Allowing property owners to enhance the value of their property through innovative and creative redevelopment. The size, location and shape of the parcel are similar to other parcels in the area. The proposed retail sales and services use is consistent with the character of the area along Gulf to Bay Boulevard with regard to use and the proposal will result in a project consistent with elements of the Comprehensive Plan, as provided above. The proposed development is similar to the treatment other sites have received in the area vis-a-vis landscaping and other site improvements as mitigation to justify flexibility from certain the CDC requirements such as buffer width, setbacks and the permitted number of parking spaces in a row. Therefore, the proposal supports this Code section. Section 1-103.B.2. Ensuring that development and redevelopment will not have a negative impact on the value of surrounding properties and wherever practicable promoting development and redevelopment which will enhance the value of surrounding properties. Surrounding properties to the north include detached dwellings. Uses to the east and west include retail sales and service. Retail sales and services use (Home Depot) is located farther to the south across Gulf to Bay Boulevard as well as a mobile home park. The proposed development provides not only for a much greater amount of landscaping than exists but a landscape plan which provides for an appearance which will be demonstrably better than the minimum otherwise required by the CDC. It is likely that surrounding properties will have their values enhanced. It is anticipated that the proposal will result in a positive impact on those surrounding properties. Therefore, the proposal supports this Code section. Section 1-103. B. 3. Strengthening the city's economy and increasing its tax base as a whole. The proposal includes the redevelopment of an existing vehicles sales and display use with a new retail store. The proposal will be consistent with the character of the area with regard to size, scope and scale as compared with other properties in the neighborhood. It is largely beyond dispute that the City of Clearwater is largely built-out where the primary option for improvement is the redevelopment and/or refurbishing of existing sites and buildings. Improving a property typically results in an increase in its value thereby positively contributing to the City's tax base and overall economy. The net result of the proposal will be another attractive redevelopment in the community which can only further interest in the improvement of surrounding properties. Therefore, the proposal supports this Code section. Community Development Board November 19, 2013 FLD2013-09034 — Page 6 � C�b(�t� ►1 [�l��l Level II Flexible Development Application Review PL�x�rG & navFLOrMExT DEVfiLOPMENT REVIEW DMSION U , . ... . �k�- , ;;`.. ,. �:.. Section 1-103.D. It is the further purpose of this Development Code to make the beautification of the city a matter of the highest priority and to require that existing and future uses and structures in the city are attractive and well-maintained to the maximum extent permitted by law. The proposal includes a new retail sales and service use with landscape buffers or portions thereof that are less than the otherwise minimum required width. The applicant has demonstrated that the proposed building and site plan are more attractive than what is currently on the site and that the site and landscape plans are better that what would otherwise be required by the CDC. The proposal with regard to site, landscape and building design is consistent with other beautification efforts undertaken, encouraged and installed by the City and private property owners in the City as a whole and along Gulf to Bay Boulevard specifically. As discussed above, Gulf to Bay Boulevard is a designated Primary Scenic Corridor. While a specific Corridor Plan has not been adopted the intent is clear in that properties along designated Scenic Corridors such as Gulf to Bay Boulevard are expected to provide landscaping at least consistent with the minimum standards set forth by the CDC if not more. The proposal includes a landscape design which is more attractive that that as required by the minimum standards of the CDC with regard to the numbers and arrangements of plant material. As mentioned previously, the proposed landscape plan provides for a tiered effect along the north, south and east sides of the site consisting of a mix of groundcovers, low- to medium-sized shrubs as well as shade, palm and ornamental trees. Therefore, the proposal supports this Code section. Code Enforcement Analysis: There are no active Code Compliance cases for the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards for restaurant as per CDC Tables 2-701.1 and 2-704: Standard Proposed Consistent Inconsistent Floor Area Ratio 0.55 0.18 X Impervious Surface Ratio 0.90 0.65 X Minimum Lot Area N/A 41,999 square feet (0.96 acres) X Minimum Lot Width N/A 150 feet (Gulf to Bay Boulevard) X 150 feet (Shelley Street) 280.02 feet (Kelley Street) Minimum Setbacks Front: North: N/A 92.83 feet (to building) X� 40 feet (to paving) South: N/A 71.83 feet (to building) X� 15 feet (to paving) East: N/A 75.5 feet (to building) X 10 feet (to paving) Side: West: N/A 10 feet (to building) X' 10 feet (to paving) Maximum Height N/A 21 feet X Minimum Off-Street Parking N/A 5 spaces per 1,000 sq.ft. GFA X� (37 s aces � See analysis in Staff Report Community Development Board November 19, 2013 FLD2013-09034 — Page 7 � ViLtt� ti' �Ll.l Level II Flexible Development Application Review u .. . ,. ._.".�J��:�- ,': . , PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-704.C. (Comprehensive Infill Redevelopment Project): 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, comices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and � ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board November 19, 2013 FLD2013-09034 — Page 8 Consistent I Inconsistent X X X X X X ��.tl� n aLe� Level II Flexible Development Application Review u.. `e�;�»'�E"* 2 •,, „ . .. . . . . . PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION COMPLIANCE WITH GENERAL APPLICABILITY STANDARDS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per CDC Section 3-914.A: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including visual. acoustic and olfactorv and hours of overation impacts on adjacent properties. I See analysis rn Staff Report Consistent I Inconsistent X X X X X COMPLIANCE WITH COMPREHENSIVE LANDSCAPE PROGRAM STANDARDS: The following table depicts the consistency of the development proposal with the Comprehensive Landscape Program as per CDC Section 3-1202.G: 1. Architectural theme. a. The landscaping in a comprehensive landscape program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment proposed in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards 2. Lighting. Any lighting proposed as a part of a comprehensive landscape program is automatically controlled so that the lighting is turned off when the business is closed. 3. Communiry character. The landscape treatment proposed in the comprehensive landscape program will enhance the community character of the City of Clearwater. 4. Property values. The landscape treatment proposed in the comprehensive landscape program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan. The landscape treatment proposed in the comprehensive landscape program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. __ Consistent Inconsistent X X X X NA NA SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of October 3, 2013, and deemed the development proposal to be legally sufficient, based upon the following findings of fact and conclusions of law: Community Development Board November 19, 2013 FLD2013-09034 — Page 9 � Ll�.Ltil 1'1' (�1�� Level II Flexible Development Application Review PLANNING & DEVELOPMENT DEVELOPMENT REVIEW DIVISION . . . '�� : . . . .. Findings of Fact The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 0.96 acre site is located at the northwest corner of Gulf to Bay Boulevard and Kilmer Avenue; 2. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 3. That the subject property is not located in a special plan area; 4. That the proposal is to construct a retail sales and service use and is subject to the requisite development parameters per Article 2 Division 7 of the CDC; 5. That the site is currently developed with a vehicle sales and display use; 6. That the subject property is comprised of one parcel with 150 feet of frontage along Gulf to Bay Boulevard and Kilmer Avenue and 280.01 feet of frontage along Shelley Street; 7. That the proposal includes front (north) setbacks of 40 feet (to pavement) and 92.83 feet (to building), front (south) setbacks of 15 feet (to pavement) and 71.83 feet (to building), front (east) setbacks of 10 feet (to pavement) and 75.5 (to building), side (west) setbacks of 10 feet (to pavement), 10 feet (to building) and 11 feet (to dumpster pad) and 37 parking spaces (5.01 spaces per 1,000 square feet of Gross Floor Area); 8. That a front (east) landscape buffer of 10 feet (to parking), and no foundation plantings along the front (east) and a portion of the front (south) fa�ade of the proposed building; and 9. That there are no active Code Compliance cases for the subject property. Conclusions of Law The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the pattern of development of the surrounding neighborhood; 2. That the proposal is consistent with applicable portions of the Comprehensive Plan including Future Land Use Plan Element Goal A.6, Objectives A.3.2 and A.6.4 and Policies A.2.2.3, A.3.2.1 and A.5.5.1; 3. That the proposal consistent with the general purpose, intent and basic planning objectives of the Sections 1-103.B.1 — 3 and D., CDC; 4. That the development proposal is consistent with the Flexibility criteria as per Section 2- 704.C., CDC; 5. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A., CDC; and 6. That the development proposal is consistent with the Flexibility criteria for a Comprehensive Landscape Program as per Section 3-1202.G., CDC. Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development application to permit a 7,387 square foot Retail Sales and Services use in the Commercial (C) District with a lot area of 41,999 square feet, lot widths of 150 feet (along Gulf to Bay), 280.02 feet (along Kilmer Avenue) and 150 feet (along Shelley Street), a building height of 21 feet (to top of flat roo�, front (north) setbacks of 40 feet (to pavement) and 92.83 feet (to building), front (south) setbacks of 15 feet (to pavement) and 71.83 feet (to building), Community Development Board November 19, 2013 FLD2013-09034 — Page 10 � Cl4[�� 1't �Ll.l Level II Flexible Develo ment A lication Review PLn�rr�vG & nEVELOrn�xr P Pp DEVELOPMENT REVIEW DIVISION � � , . _ front (east) setbacks of 10 feet (to pavement) and 75.5 (to building), side (west) setbacks of 10 feet (to pavement), 10 feet (to building) and 11 feet (to dumpster pad) and 37 off-street parking spaces, as a Comprehensive Infill Redevelopment Project, pursuant to Community Development Code (CDC) Section 2-704.E. along with the elimination of a portion of the required foundation plantings along the front (south) fa�ade of the building and the elimination of the required foundation plantings along the front (east) fa�ade of the building as part of a Comprehensive Landscape Program pursuant to CDC Section 3-1202.G, subject to the following conditions: Conditions of A�proval: 1. That the final design and color of the building be consistent with the architectural elevations approved by the CDB; 2. That all signage be reviewed and approved pursuant to the City's sign ordinance and that the maximum square footage of any freestanding signs be limited to the minimum permitted by the CDC with regard to area, height and number without the opportunity to apply for a Comprehensive Sign Program; 3. That issuance of a development permit by the City of Clearwater does not in any way create any right on the part of an applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the City for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law; 4. That all other applicable local, state and/or federal permits be obtained before commencement of the development; 5. That application for a building permit be submitted no later than November 19, 2014, unless time extensions are granted pursuant to CDC Section 4-407; 6. That prior to the issuance of any building permits, the Fire Department may require the provision of a Water Study performed by a Fire Protection Engineer in order to ensure that an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of the project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required, then the water supply must be able to supply 150 percent of its rated capacity; 7. That prior to the issuance of any building permits, the location and visibility of electric equipment (electric panels, boxes and meters) be reviewed and, if located exterior to the building where visible from any street frontage, be shown to be painted the same color as the portion of the building to which such features are attached; 8. That prior to the issuance of a Certificate of Occupancy, that a copy of a recorded access agreement with the property to the west be submitted; and 9. That prior to the issuance of any building permits, all Land Resource requirements shall be addressed. Prepared by Planning and Development Department Staff: /�� Matt Jackson, Planner III ATTACHMENTS: Photographs Community Development Board November 19, 2013 FLD2013-09034 — Page 11 View looking north at the subject property. View looking north from the subject property. View looking east from the subject property. V iew looking east along the north property line of the subject property. View looking south from the subject properiy. View looking west from the subject property. 2430 Gulf to Bay FLD2013-09034 Matthew Jackson 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4504 matthew. iackson(a�mvclearwater.com PROFESSIONAL EXPERIENCE ❑ Planner III February 2013 to present City of Clearwater, Clearwater, Florida Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. ❑ Planner II City of Clearwater, Clearwater, Florida May 2011 to February 2013 October 2008 to June 2010 Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, and variance. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. ❑ Planner I Calvin-Giordano and Associates, Fort Lauderdale, Florida May 2005 to December 2007 Project manager for various development applications such as plat, site plan, rezoning and variances. In-depth government agency, in-house and client coordination to ensure that the projects maintained submittal schedules stayed within budget constraints and attained approval. Schedule and lead project kick-off ineetings, ensure municipal project conditions were resolved, produce supporting documents and make site visits as well. Research and prepare due diligence reports including subject matter such as zoning, land uses, densities, available public utilities and land development costs. Member of emergency mitigation committee formed to prepare and mitigate for natural or man-made disasters affecting Calvin, Giordano and Associates and local municipalities. ❑ Manager Church Street Entertainment, Orlando, Florida September 1999 to February 2004 Supervised and managed daytime and nighttime operations of a bar and nightclub entertainment complex including 100+ staf£ Conducted hiring and training operations including security and inventory control. Managed and reconciled nightly gross revenues as well as preparing and delivering deposits. Assisted in taking inventory and preparing weekly inventory orders, marketing and special events. ❑ Linguist US Army, Fort Campbell, KY October 1991 to October 1995 Maintain fluency in the Arabic language and knowledge of customs and culture as well as military readiness for possible deployments or training operations. Co-managed intelligence gathering operation in Haiti including coordination between multiple Special Forces units and civilian authorities. Interpreter between U.S. and Egyptian soldiers during training exercises. Liaison between Special Forces battalions to coordinate certification training. EDUCATION ❑ Master of Arts, Urban and Regional Planning, Florida Atlantic University, 2007 ❑ Bachelor of Arts, Urban and Regional Planning, Rollins College, 2004 kinney . e en neerin � g 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 October 10, 2013 City of Clearwater Planning and Development Department Municipal Services Building, 2nd Floor 100 S. Myrtle Ave. Clearwater, FL 33756 Re: Application for Flexible Design CDB Resubmittal AutoZone 4895 2430 Gulf to Bay Blvd. Clearwater, FL Dear Staff: On behalf of AutoZone, we respectfully submit the enclosed package for Application of Flexible Design for the proposed Development. In follow up to the DRC meeting on October 3�d, we respectfully submit the following items to complete the submittal. In support of our request we provide 15 copies of the following items: • Site Development Plans • Response letter to staff review • Revised Application pages 2, 6, 7 and additional responses • Comprehensive Landscape Application • Color Building Elevations Thank you for your time and review, we look forward to the November CDB meeting. Sincerely, / Jason Kinney, P.E. President Kinney Engineering a kinney . e en neerin �- g 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 August 30, 2013 City of Clearwater Planning and Development Department Municipal Services Building, 2nd Floor 100 S. Myrtle Ave. Clearwater, FL 33756 Re: Application for Flexible Standards, Level 1 AutoZone 4895 2430 Gulf to Bay Blvd. Clearwater, FL Dear Staff: On behalf of AutoZone, we �espectfully submit the enclosed package for resubmittal of the Application of Flexible Standards for the proposed Development. Engineering Review: Prior to CDB: 1. The driveway apron appears to encroach on the property line. Please revise. RESPONSE: The Gulf to Bay driveway has been revised to a flare condition per FDOT Index which is more suitable for an urban design and remains away from the adjacent property. Prior to Building Permit: 1. If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requires and wastewater capacity requirements, the modifications shall be completed by the applicant at at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requi�ements. RESPONSE: Hydrants are proposed to remain (along Gulf to Bay), other comments are acknowledged. 2. Please provide the following notes to the demolition sheet: RESPONSE: The notes have been added to the demolition sheet. 3. A City of Clearwater right of way use permit will be required for work in Kilmer Avenue and Shelley Street. RESPONSE: Acknowledged. Prior to CO 1. An FDOT ROW use permit will be required for any work on SR60. RESPONSE: Acknowledged. kinney . � en ineerin � � 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 Environmental Review: Prior to issuance of Building Permit: 1. An asbestos survey is usually required prior to ... RESPONSE: Note has been added to Demolition Sheet. 2. Provide erosion control measures on plans... RESPONSE: Sheet C1.3 is included as part of this plan set and includes erosion control measures. 3. Any contaminated soil is found on the property... RESPONSE: Note has been added to Demolition Sheet. Fire Review: 1. Show location of fire hydrant for fire fighting use... RESPONSE: Hydrant along Gulf to Bay is proposed to remain and is called out on Demolition and Utility Sheets. 2. Provide and show on the plan 30 feet turning radius... RESPONSE: The Kilmer Avenue driveway has 30' radii, as discussed at DRC, 30' radii are shown on Gulf to Bay driveway ingress and egress. 3. The gradient for a fire department access shall not exceed 1 ft drop in 20 ft.... RESPONSE: The driveway grades are designed at 5% (1ft in 20ft). 4. Fire department access roads connection to roadways shall be provided with curb cuts extending at least 2 feet beyond each edge of the fire lane. RESPONSE: As discussed at DRC, the revised plans meet this requirement. Land Resource: 1. A DRC review is a prerequisite for Building Permit Review... RESPONSE: Acknowledged. 2. All shade trees must be planted a minimum of 5 feet away from any impervious surFace... RESPONSE: As discussed at DRC, the island along Kilmer is increased in size to allow for 5' clear. 3. East Palatka Hollies are very susceptible to ... RESPONSE: Little Gem Magnolia has been substituted for the East Palatka Holly. 4. Show proposed location of signage... RESPONSE: Signage location is added to the landscape plan. Sign is currently planned freestanding at 14' Ht. Notation added to substitute plant material if monument sign is proposed. Planning: 1. On page 2 of the application, the green space within the vechicular use area amount provided... RESPONSE: The application has been revised. With the plan revisions the correct area is 1,875 sf. 2. Provide detailed responses to criteria numbers one, two, three and five... RESPONSE: The application has been revised with more detailed responses provided. The revised page 6 of the application with expanded responses is included with resubmittal. 3. For the response to criteria number two on page seven of the application... kinney � e en ineerin � � 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 RESPONSE: The application has been revised with more detailed responses provided. The revised page 7 of the application with expanded responses is included with resubmittal. 4. Elaborate on the response to criterion 6.2 on page seven of the application... RESPONSE: The application has been revised with more detailed responses provided. The revised page 7 of the application with expanded responses is included with resubmittal. 5. Pursuant to CDC section 3.1406, one 12 x 35 foot loading space is required... RESPONSE: A 12'x35' loading space is located to the rear of the building. A 24-wide drive aisle remains outside of the loading space. 6. The sight visibility triangles on Sheet L1... RESPONSE: The sight visibility triangles are revised on the resubmitted plans. 7. As flexibility is being requested to the landscape requirements, submit a comprehensive landscape program application. RESPONSE: Comprehensive landscape plan application is included with this submittal. 8. Pursuant to CDC Section 3-1202.B.1 shade trees should be planted at least 5 feet... RESPONSE: Shade trees have been moved 5 feet from impervious surfaces. 9. Pursuant to CDC Secion 3-1202.D.2, landscaping can only be planted up to 6 inches from top of bank... RESPONSE: Shrubs and trees have been placed only six inches from the top of bank. 10. Shade trees should be planted 35 feet from other trees. RESPONSE: Shade trees have been adjusted. Shade trees closer than 35 feet from other trees have a narrow form and reduced spread. 11. Pursuant to CDC Section 3-912, all utilities shall be installed underground ... RESPONSE: Acknowledged. A note has been added to the utility plans regarding underground of all utilities. 12. Pursuant to CDC Section 3-103, provide a copy of the recorded cross access easement... prior to building permit RESPONSE: The cross access agreement will be provided at a later date. As discussed at DRC, it is our preference to submit this document prior to CO of the building. 13. For criteria one on page seven of the application, provide more details on why the required 15-foot setback to parking on the east property line can not be provided... RESPONSE: The application criterion has been revised and more detail provided for item 1. Solid Waste 1. Double Enclosure requirements are 24'x10' deep... RESPONSE: The site plan has been revised to include a larger double enclosure Stormwater Prior to Building Permit 1. Please regrade the entrances and/or provide trench drains... RESPONSE: Trench drains will be provided on future submittal for Building Permit. Prior to CO 1. A copy of approved SWFWMD permit shall be provided. RESPONSE: Acknowledged. 2. Prior ot scheduling the final Stormwater Inspection, the Contractor shall submit a signed j. � kinney . � en neerin � g 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 and sealed as-built... RESPONSE: Acknowledged. 3. Please submit a copy of the approved FDOT Drainage Connection Permit. RESPONSE: Acknowledged. Traffic Engineering. Prior to building Permit 1. Provide accessible parking stall and accessible sign details compliant with City Standards. RESPONSE: Acknowledged. I would like to thank all staff for their time and efforts on this project. We look forward to continuing this item at the CDB in November. Sincerely, l Jason Kinney Kinney Engineering _ _ j . �1 : � � . 1 • �- � y � .. 1 . _ ... . '. .. I 1 �. S �, ° �;�=�% t �f ��i•� l `� ., , , ; _' ; r _. ___ ; : , �`. ; E '-'` . - � F,�,: ti o r <<;;% F_w :- °- • Planning & Development Department Y Clearv�at�r Flexible Develo ment A plication P P �� Attached Dwellings, Mixed-Uses or Non-Residential Uses IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT f.OMPIETE AND CORRER INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPIICATION. ALL APPLICATIONS ARE TO BE FILIED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADUNE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICAT{ON MATERIAlS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT. BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATIQN FEE: $1,205 PROPERTYOWNER(PERDEED): Alan Rophie, Ralph Rophie, Cecilia Betech, Cheryl Cohen MAILING ADDRESS: C�O AIUa COriSUltlrig, 1420 Court St., Clearwater, FL 33756 PHONE NUMBER: EMAIL• _ ____ AIitIVI �Jt(f(tYf(C�t1�11H11�%[: �j�1,$�tl Tiiit�iey� T11LL1Y3C.'� ��it1CCt�1� MAILING ADDRESS: 2573 34th Avenue North, St. Petersburg, FL 33713 PHONE NUMBER: �27-$04-6922 EMAiI: jason kinney-engineering.com ADDRESS OF SUBJECT PROPERTY: 2430 Gulf to Bay Blvd., Clearwater, Florida 33756 PARCEL NUMBER(S): 18-29-16-00000-130-0400 LEGAL DESCRIPTION: See survey PROPOSED USE(5): Auto Parts Retail DESCRIPTION OF RE4uEST: Requested Level ii Flexibie Development to reduce the 15' parking setback to 10' Specifically identify the request along Kilmer Avenue and to eliminate the foundation planting along east side of building. (include aIl requested code flexibitity; e.g., reduction in required number of parking spaces, height setbacks, lot size, lot width, specific use, etc.): Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tei_ 727-562�567; Fax: 727-562-4865 Page 1 of 8 Revised 01N2 LL ° � � � rwat�r a: n `�,�,� �` U Planning & Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE LAND USE PLAN DESIGNATION: EXISTING USE (currently existing on site): PROPOSED USE (new use, if any; plus existing, if to remain): SITE AREA: 41,999 C - Commercial Commercial General Used Auto Sales Auto Parts Retail sq. ft. 0.96 acres GROSS FLOOR AREA (total square footage of all buildings): Existing: 2,775 sq. ft. Proposed: 7,381 sq. ft. Maximum Allowable: 23>099 sq. ft. GRO55 FLOOR AREA (total square footage devoted to each use, if there will be multiple uses): Sillgle USeP First use: 7,381 sq. ft. Second use: - sq. ft. Third use: - sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: 0.07 Proposed: 0.18 Maximum Allowable: 0.55 BUILDING COVERAGE/FOOTPRINT (15t floor square footage of all buildings): Existing: 2,775 sq. ft. ( � � of site) Proposed: 7,381 sq. ft. ( � 7•6 % of site) Maximum Permitted: 23�099 sq. ft. ( 55.0 / of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: 3,593 sq. ft. ( 8.6 % of site) Proposed: 1,875 sq. ft. ( 4•5 � of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 34,011 sq. ft. ( 81.0 Proposed: 18,632 Sq, �, � 44.4 % of site) � of site) Planning 8� Development Departrnent, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page Z of 8 Revised 01H2 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing: 0.88 Proposed: 0.65 Maximum Permitted: 0.90 DENSITY (units, rooms or beds per acre): Existing: � Proposed: � Maximum Permitted: OFF-STREET PARKING: Existing: 5 Proposed: 37 Minimum Required: 37 BUILDING HEIGHT: Existing: Proposed: Maximum Permitted: 13.5' 19.0' '�. � 25.0' WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROIECT UPON COMPLETION? $ 700,000 ZONING DISTRICTS FOR ALL ADIACENT PROPERTY: North: LMDR South: C East: C West: C STATE OF FLORIDA, COUNTY OF PINELLAS � I, the undersigned, acknowledge that all Sworn to and subscribed before me this � day of representations made in this application are true and j�V ,� �, j�t- 2�,; i3 . to me and/or by accurate to the best of my knowledge and authorize City representatives to visit and photograph the ��' ��-� r� �"' '- _ , who is personally known has property described in this application. produced � � ' '� � � � ` � �'' � � as identification. ` J'��. �i4s�-� %�i^�'�-�1 _ �- % 1 � I� _ `/ °! �G// 3 ,�` .ni�'�y`�;,.. ; X �.jlL��,�.- �'rl�,b}�,;y.- of property owner Notary public, My commission expires: �,IJV� f� � �''prp`e�=° KIMBERLY ANN THOMAS :: ,A � : � �7��oy� " MY COMMISSION #FF025757 �''e '- Op �� EXPIRES June 10. 2017 , OFFL„ (407) 398-0153 FloridallotaryService.com Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, Fl 33756, Tel: 72T-562�567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 o Planning & Development Department � � ear�vater Flexible Development Application Site Plan Submittal Package Check list IN ADDITION TO'fHE COMPLETED fLEXIBLE DEVELOPMENT (FLD) APPL9CATION, ALL FLD APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGETHAT INCLUDES THE FOLLOWING INFORMAT!ON AND/OR PLANS: ❑ Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is ►ocated. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide these responses. 0 Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexibie Development Application General Applicability Criteria sheet shail be used to provide these responses. 0 A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right(s}-of-way within and adjacent to the site. ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. ❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. 0 A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: ❑ Index sheet of the same size shall be included with individual sheet numbers referenced thereon. ❑ North arrow, scale, focation map and date prepared. ❑ Identification of the boundaries of phases, if development is proposed to be constructed in phases. ❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. ❑ Location, footprint and size of all existing and proposed buildings and structures on the site. ❑ Location and dime�sions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. ❑ Location of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and seawalls and any proposed utility easements. ❑ Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit. ❑ Location of solid waste collection facilities, required screening and provisions for accessibility for collection. ❑ Location of off-street loading area, if required by Section 3-1406. ❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections and bus shelters. ❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. ❑ Building or structure elevation drawings that depict the proposed building height and building materials. Planning � Development Department, 100 S. Myrtle Avenue, Clearwater, Fl 33756, Tel: 727-562�567; Fax: 727-562-4865 Page 4 of 8 Revised 01/12 ❑ Typical floor plans, including floor plans for each floor of any parking garage. ❑ Demolition plan. 0 Identification and description of watercourses, wetiands, tree masses, specimen trees, and other environmentally sensitive areas. ❑ If a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the difference between the top and bottom of the range is one parking space), then a parking demand study will need to 6e provided. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. Please see the adopted Parking Demand Study Guidelines for further information. ❑ A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. ❑ A tree inventory, prepared by a certified arborist, cf all trees four inches DBH or more that reflects the size, canopy, and condition of such trees may be required if deemed applicable by staff. Check with staff. ❑ A Tra�c Impact Study shal► be required for all proposed developments if the total generated net new trips meet one or more of the following conditions: ■ Proposal is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the abutting streets) and/or 1,000 or more new trips per day; or ■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review process. Examples include developments that are expected to negatively impact a constrained roadway or developments with unknown trip generation and/or other unknown factors. ❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the roiiowing infiormation, it not otherwise required in conjunction with the application for development approval: ❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. ❑ Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line. ❑ Interior landscape areas hatched and/or shaded a�d labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ❑ location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. ❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. ❑ Drainage and retention areas, including swales, side slopes and bottom elevations. ❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. Planning & Oevelopment Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 LL O�,A;.., �� rwater ,, .� Planning & Development Department Flexible Development Application � General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. see attached 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. see attached 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. see attached 4. The proposed development is designed to minimize traffic congestion. see attached 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. see attached 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. see attached Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�4567; Fax: 727-562-4865 Page 6 of 8 Revised 01112 LL o � .�. rwater r U Planning & Development Department Flexible Development Application Flexibilitv Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(5) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(5) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). 1 see attached 2 see attached 3 see attached 4. see attached 5 see attached 6. see attached 8. Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�567; Fax: 727-562-4865 Page 7 0# 8 Revised 01/12 kinney . e en in+eerin g � 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 GENERAL APPLICABILITY CRITERIA The proposed development will be in harmony with the adjacent parcels. Immediate adjacent parcels are of similar size and uses; to the east of the proposed development is a similar automotive parts retail, to the west is a small retail building and an open bay garage use, to the south across Gulf to Bay is a mobile home park and small hotel, to the north is a single family residential. The adjacent retail uses are consistent with the size, density and character of the proposed AutoZone. The proposed use will provide the local residential uses with an additional source of local commerce. The existing site is visually distraught without any focal point or landscaping. The proposed use will include a new finished building and enhanced landscaping to buffer the residential and provide a renewed interest in the parcel. 2. The redevelopment of this property will enhance the local area as it is currently occupied by visually distraught conditions. The existing conditions of worn out asphalt parking and small building for used automobile sales and the remains of a prior building pad encompass the majority of the site. The site is barren of all landscape, except for a lone palm tree located in a planter bed along Gulf to bay. The proposed use will remove the unsightly conditions, create proper landscape buffers and enhancements, create a parking facility with proper driveways and a new building. The upgrades and new construction on this parcel should enhance the corridor and the value of properties in this area may increase as well. The residential to the north will be significantly buffered from the sight of the retail which will be an improvement from the existing deteriorated conditions. 3. The proposed project will improve the current conditions relating to the health and safety of the residences and employees of the area. The project is designed with a controlled surface water management system, so that runoff will be contained in a treatment pond, then piped into an inlet along Gulf to Bay Boulevard, in contrast to the existing condition of untreated direct runoff to the local roadway. Additionally, newly designed and sized driveway connections will direct vehicular traffic in a controlled and conventional movement whereas the existing condition is a continuous curb cut along the roadway frontage. The local pedestrian movements will be provided with ADA compliant sidewalk along the three roadway frontages where none exist at the present time. 4. The proposed project meets the required parking for a retail development of this size and is provided with an onsite loading zone therefore we do not anticipate parking overflow to impact the local businesses or residences. The driveways are reconstructed with new curb cuts meeting current codes which isolate turning movements to particular signed and marked locations which minimize the vehicular and pedestrian points of conflicts. 5. The proposed retail use is consistent with the commercial zoning and of the parcel and the adjacent retail uses. Along Gulf to Bay Boulevard, and the 0.75-mile segment from is segment from Belcher to Old Coachman Road consist of various commercial uses including retail, automotive sales, restaurants and mobile home. The plan includes redesigned driveways which meet current codes unlike the existing access to the site. 6. The proposed design maximizes the separation to the residential uses to the north and places landscaping and retention in between to provide a visual and acoustic buffer to the residential use. Hours of operation will be similar to the surrounding retail and will not have late night ours or be a 24-hour operation. Solid waste from the proposed is comprised of mainly paper and dry packing materials. Food waste and other items that can contribute to odors are not generated from this retail operation. kinney . e en ineerin � � 2573 34� Ave. N., St. Petersburg, FL 33713 (727)804-6922 FLEXIBILITY CRITERIA 1. 2.704.0 Comprehensive infiil redevelopment projects: 1. The parcel width does not allow for the required setbacks and landscaping with a functional building size and parking lot design. AutoZone has placed their most narrow building (64 feet wide) to meet the fiscal projections of this location on this site which necessitates the requested deviations. A smaller building is not available and will not meet the requirements of the retailor. 2. The Zoning of site is C-Commercial and Future Land Use of CG-Commercial General supports the use of this site as a single user retail and is consistent with Element A(Future Land Use) of the Comprehensive Plan. The roadway segment currently operates at LOS C or better, the proposed use generates a minimal 44 peak hour trips therefore consistent with Element B(B.1.4) of the Comprehensive Plan. Stormwater runoff is treated to decrease pollution of sediments, oils and metals from discharge from the site consistent with Comprehensive Plan Element C(D.3). 3. The redevelopment is solely contained on site and will not negatively impact the adjacent uses. New construction, along with landscaping, will improve the aesthetics of the existing parcel. 4. Adjoining properties will not be impacted. The new construction and landscaping will improve the aesthetics of the existing parcel and enhance the commercial corridor. 5. a. The proposed use is allowed in C zoning. 6. 6a The development does not impact adjacent uses.; 6.b. the development meets all bulk requirements for building size and use, with exception of the requested parking setback and foundation plantings. 6.c. the proposed use is in similar size and use with local retail uses. 6.d the new building contains improvements such as cornice features along the roofline and horizontal trim provide an aesthetically pleasing and non-monotone appearance. The glass window front and canopy entrance provide additional visual points to provide spatial balance to the frontage. In comparison the existing building is has a small front wall with minimal windows and contains metal carport style overhangs. 6.e. landscaping is proposed and enhanced especially while bordering to the adjacent residential, building is located away from residential. o (' Planning & Development Department � t,a ��r Flexible Standard Development Applicaiion � Affidavit to Authorize Agent/Representative 1. Provide names of all property ovmers on deed - PRINT fuf� names: ��,� l��py,c �fj-t,p t+ �u PIr;G GE�= /t�,g- ,L�F TEG.tt G (f E(� y�-- Gc�rt� •`� ?. That (I am/we are) the owner(s) and record title hoider(s) of the following described property: ��%'3G (3-UL-1,F !U �/t� (7/�l/� C:Lc�i/Zt✓�f'i��L FL 337�� 3. That this property constitutes the property for which a request for (describe request}: LG�vc� 1 Fu=�/r3�c ��1N�� r� �EDUc� i r� - �s ' P�i�i^�c- `�jrT r3/rc/< � /G " //��-c�,.�� /Q�.��2 /�i/c �Mj . �z_r,ni,��t1z= Fv�.�.dr�i�.�✓ ,v.�..,; �.�G-; 4. That the undersigned (has/have) appointed and (does/do) appoint: ��,rr) �Zc�tic ST�72� . �^�C.., as (his/their) agent(s} to execute any petitions or other documents necessary to affect such petition; 5. That tnis afidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visi;s to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this appiication; J. That (�%wej, the unaersigned auinority, nereoy ceri.iiy iiiai iite iui'eguirg i5 iiiie cr�u t^vi i2Ci. ' � { k-i'..J�J�✓ �(,y,�y.. C�j,-t�.�J�-�-" ! ' ,Cc° i, t' f �._ ��rt- _ � P er w er P pe pwner Alan Ro hie B �i � Co}, en Cecilia Betech �:�h 1 R, },en �� P y' e��orney-In-Fact ,r..} � y�, rry �gtor�.ey-In-Fact _ ��-t,�,. ��`s.-KU'.�:..� i,�....-�:�- �- o erty Owner 'Property Owner � Ral.uh Rovhie By: �l��yl R. �oh�n,, Cheryl R. Cohen rll �.vi lac_y --l.la--L a�. a. STATE OF FLORIDA, COUNTY OF PINELLAS Georgia BEFORE ME THE UNDERSiGNED, AN OFF►CER DULY COMMISSIONED BY THE IAWS OF THE STATE OF��, ON THIS 20th DAY OF August 2013 , PERSONA�LYAPPEARED A1an Rophie, Cec�}�}� Betech, Ralph Rophie and .N .. _�/i_ Chervl R_ Cnhen WHO HAVING BEEN FIRST DULY SWORN OEPOSEQ • � . . - : • NoFary SeaUStamp .` p., •,-:.-.:�q.p _'. �$�g�1P�Rj/Sf1� �LLY UNDERSTANDS THE CONTEIVTS OF THE AFFIDAVIT THAT HE/SHE SIGNED. J • �' • � �p � � � i C�� "•� = = i 1 � r,EORGt e : � ' , ' , ;��; � � • �1Q116t�� • v . ; � Notary Public Signature • . .� pt�`� �� _ ••�..•' • ^�' ri � ��~i � �fK �� My Commission Expires: a ��/�iz�t�� Planninc� & Oeveiopment departmen� 100 S. Myrtle Avenue, Clearwater, fL 33756, Tel: 727-562-456T; Fax: 72T-562-4H65 Page 8 of 8 ' Revised �1/12 f LL ° � earwater � Planning & Development Department Comprehensive Landscaping Application IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD, IF NECESSARY, WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. PROPERTYOWNER(PERDEED): Alan Rophie, Ralph Rophie, Cecila Betech, Cheryl Cohen MAILINGADDRESS: 1420 Court Street, Clearwater FL 33756 PHONE NUMBER: EMAIL: AGENT Oit REPRESENTATIVE: Jason Kinney / Agent MAILING ADDRESS: PHONE NUMBER: EMAIL: 2573 34th Avenue North, St. Petersburg, FL 33713 ��_ana_tiq�� jason@kinney-engineering.com ADDRESS OF SUBJECT PROPERTY: 243 0 Gulf to Bay Boulevard, Clearwater, FL DESCRIPTION OF REQUEST: Reduce parking lot setback along Kilmer Avenue from 15' to 10' Specificolly identify the request Remove required building perimeter landscape along east side of (include o/l requested code f/exibility,• building. e.g., reduction in required number of parking spaces, height, setbacks, lot size, lot width, specific use, etc.J: STATE OF FLORIDA, COUNTY OF PINELLAS � I, the undersigned, acknowledge that all Sworn to and subscribed before me this � day of representations made in this application are true and �� 20� 3 . to me and/or by accurate to the best of my knowledge and authorize City representatives to visit and photograph the S�"' �"�'°'� '��^`"�t� , who is personally known has property describe� i\this application. produced as identificafion. �o/�� 3 (1�'hti�,�in',� of property owner or repre ntative Notary public, My commission expires: Planning � Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: Page 1 of 2 i`"� �" �:: KIMBERLY ANN THOMAS .o �-:, " - MY COMMISSION #FF025757 m��P� • '••,;'�,F�,o„ EXPIRES June 10. 2ot7 107) 398-0153 FloridallotaryService.com 7- ; ax: Revised 01/12 � r � � earwate U Planning & Development Department Comprehensive Landscaping Application Flexibilitv Criteria PROVIDE COMPIETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA IXPLAINfNG HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAL. 1. Architecturai Theme: a. The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. OR b. The design, character, location andJor materials of the landscape treatment proposed in the Comprehensive Landscaping program shall be demanstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. CDC reauires 5' wide foundation landscane facinq � R.O.W. In lieu of foundation �pqs facing Kilmer Rd, we have minimized turf areas with an attractive FL- Friendly design. Additional Trees and plantings (African Iris, shrubs, and omamental grasses) also provided around pond and dumpster. 2. lighting. Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the lighfing is turned off when the business is closed. N/A 3. Community Choracter. The landscape treatment proposed in the Comprehensive Landscape Program wilt enhance the community character of the City of Clearwater. An attractive layering of plant material along the ROW will provide nice contrast and color By minimizing turf, the design uses shrubs of various colors and sizes to create interest. Viburnum plantings are complimented with duranta, ornamental grasses, and juniper. Plantings around pond. 4. Praperty Values. The landscape treatment proposed in the Comprehensive Landscaping program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The plant ma#erial in the buffer will provide interest and color. A significanfi amount of buffer plants have been provided to improve views of the properly. The additional cypress trees planted around the etention pond wil urther so en the views or t e adjacent residential north along helly treet. 5. Specia! Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. The east and south buffers have been designed to work with the overhead powerlines and the improved identification sign. An attractive combination of trees, shrubs, and �roundcovers with a minimal amount of turf has been provided. Planning & Devetopment Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562�d567; Fax: 727-562-4865 Page 2 of 2 Revised 01/12 i � & a 0 � b � 0 FRONT WALL +1f O �+ta•-io' J.B.H. REAR WALL +ta•-io' J.B.H. LEFT SIDE WALL LOW SIDE ��' GHT SIDE WALL HIGH SIDE) 1O PREFINISHED ALUI�INU�1 COPING WITH FON.1 CORNICE COLOR: WHiTE. SEE PAINT SCHE�IE THIS SHEET. 2O S400Tti FACE CONCRETE IdA50NKV UNITS SEE PAMT �ETAIL SCHE�IE THIS SHEET O3 SPUT FACE CONCRETE MASONRY UNITS AT BASE. SEE PAINT DETAIL SCHE�IE THIS SHEET 4 PIPE GUARD WITH RED SLEEVE 5 NFG. WHIiE EXTERIOR INSULATED FINISH - PAINT WHITE 6 PNNT I�AN DOOR RED k METAL FRAI�ES BLACK 7 DO NOT PAINT OVERHEAD DOOR PAINT ANGLES BLACK 8 EXPANSiON JOINT 9 ALUMINU�I STOREFRONT - RED KYNAR FINISH 10 GLASS AND ALU�IINU�I DOORS - CLEAR ANODIZED FINISH 11 FRONT WALL SiGN - 30� HIGH CHANNEL LETTERS � 2 8' HIGH X 2' DEPTH FOAM BDARD TR��1 W�TH E.F.S. � 3 TOILET WALL VENTS PNNT TO �IATCH WALL � 4 STORE ADDRESS - 6° WHITE REFLECTIVE NUI�BERS 15 SCUPPERS AND DOWNSPOUTS. PAINTED TO 4ATCH BACKGROUND WALL COLOR. ADJACENT 4' H. X 6' W. OVERFLOW SCUPPER. FLOWLME 2' ABOVE ROOF. 16 BOND BEA�I AT ROOF LINE 17 WALL NOUNTED LIGHT FIXTURE 18 CORRUGATED COLU4N PNNT RED � 9 HVAC UNITS SCREENED BEHIND PARAPET WALL ELEVATION KEY NOTES NOTE: CENTER ALL WALL SIGNAGE VERTICALLY ON THE PAINTED ORANGE STRIPE. PAINT ORANGE STRIPE TO WITHIN 2' OF WALL SIGN. DO NOT PAINT ORANGE STRIPE BEHIND SIGN. CONTINUE ORANGE STRIPE ON E.I.F.S. ABOVE STOREFRONT. o `_° I�I�I .� o0 N � �; w — PRE-FINISHED COPING: WHITE FOAM CORNICE � COLOR: WHITE —COLOR: WHITE — COLOR: ORANGE � COLOR: WHITE — COLOR: DARK GRAY � COLOR: RED �COLOR: WHITE �-COLOR: MEDIUI� GRAY � COLOR; DARK GRAY SPUT FnCE' � FINISHED FLOOR C4U B45E = 1'-0' AWEO� EXTERIOR WALL COLOR SCHEME � o z G M � O O � o 3 =� � � M °=3 U � � X ^w ¢ � j u V� r�i� � ❑. ��A .� N �, `n � O C x v w � � c� x z u.F�Py O ' ' -� vi � � O �' � �. c ¢ � � M y ..1 m Q Q� N -�-� � [x7 � Z W �^ �L O J W � W � W � � � � � o � � t+� � J M �' a � Z m N�°w�' O � � Q Q � O � � � Z(�� J �o�° JW �c�NU �I � � ip J � � � � d �i V I � 0 i , u � � < � �- N � R � DATE 10/09/13 PROTOTYPE SIZE 7N2-L CE1 O q � � {� � + -: � � . -�4 _, i. .. w il 2 � E.t .. W� � QYIFCMIM Q1t0 INST # 94-1085?6 APR 14, 299�1 5:OflPM RAMCO FOfiM O '�i�is �uit-�laim �Oced, r:..,,��„�,�,� �►„_ �� ►�,y ,�r rnuLZr�c taorEii� pINCLLAS pCg . RC•.0 . BK �pr21 . ; (iral p�trty. !a AL�71N R4P11IG� I211I.['IS 120E'IITEi CL�IL711 I3lil'I:CfI 1Stc1 CF�RYI, WIiiIV� Cc}t�111:r COUNTPGfL3Z6 f3632 !). i� 94 , by u�iiosn ��osl.��(i��rt uci�/rnss !a C�`n'''C''PI2EY .T. WIQ1J� E9Q11j.i@� C�O FG7334't't� COhOiI� C L�C:l�Ch111c1I1� o Attorneys at Iaw, ane Lakeside Camions seron�! pnr�v: 906 l4�rm�o[ul Drive� Suite 990, AtldItta� Georg].c1 3Q32B fN'L��e.rr u.M Arrrin �k. u�rm ^(int puir" axd ".rnnut par4" �hall i�ulude �iwud.r uwl Phud, h.�r�, in+l irpraenis�irn, wd �,iMns d imti�-wlu�b. anJ �he wrrew.n and nuAm nl mrpnu�i.xn, wLe�acr the cmne:l �u aJxuta ur rrqui�n.1 Ulitnesseth� �I�Iiaf fi�cr sn(ri (lrsf pnrly. rar imrl !n ronsl�iarulfnn n( Il�a ainn oj 5 In I�an�l palii by Ibn aot�t xarnnd parly. tl�n rnrntpl wlirmoj ts IirrnGy ar.bnou+indpnri. riuoa r��,.�by romis�. ro- i��ruv nn�� yuU��ain[ unfi� ll�o ��d<< snrrm�� pnrly (nrr��rtr, n« t��o rip�N, Hl�n. inl�rrtsl. ciuint «n�l �inntun�� uidc�� II�n a�dii Jfrs1 (H�rfy (u�s f�i a�u1 !u t%e (nilandn=1 i��urrli�vel IoL ptern or prvrr� o( (nmi. sifuatr. �ytnp nmi livin�� . irt f�w CnuqlY t�� PlI]C�.LdS Sinln aJ I'lorida . In-u�ih �'. 11L1 oL- the granLar's interest in and to: --, l�rom the SW eorner. oL- the NC 1/�� oL- Section 18, Township��' 29 SouL-h, R�n�;c l.b GasL-, run S 89° 40' 55" Isa3L•, nlong Che '��_'+�� T:asC-WesC ceneer. line ot said SecL-ion 1i3, 200.Q L-L-. L-oti .`, r��--� P.O.B.; Lhence continue S 89° 40' S5" �asL•, �1on6 Che Gusd=�_- •-• -�'-'` West cenCer iine or said Sec�ion 18 , 32�► . 57 iL' , to the '-- ' cenLer line of Kilmer Ave.,; tlience N 1° O1' 2�" CasC, �� '-�' nlong the cenCer line ot• Kilmcr Ave. , 33d,03 L•�:,: � �o the ----- South line ot Gult to 13ay Acres C:LrsL• AddiL•ion ds �ecorfYad -•------ in Plat iJook 52, Page 55, o[ �t�� r«ULi� l�eZezds o�. Piu�l�.as ----~ County, rloridu; L-hence N 89° �►1' 1Q" Weak;� a�aag tike �S�ouCh ..1: 7:-�p line ot- said Guli L-o Bny Acres I'irsC 'Addit��.o��%324:�D Pt.; Lhence S 1° 02 13 1�lesC, 3�0.02 f-C.�i.^q �hc, L.�J".lS:�'L�r.s �'� ^ ehe SouCh 50.0 fe. nnd �he �usC 30.0 Y�;,tox �ond ri�hL•-oi- -- � � wuY• -_; � � ., '7his quit claim deeci confixzns the qrantor's irih.ention �to cda�tey all of her interest in tlie above-clescriUed parcel in he� `�leal dat� Deoeml�er 30, 1992, ,rernrded in O.R. [3ook 813G, l�age 3Gfi,PiP2�.l.la`� E'puntyr Glorida, public ° records . - - '�o �laue and to �iold 11�p^;nml�fNryu�ior'n�i11�`rtil,anr� slnpttlar I��rt n�+puArnuncoa l�iorauniw i�n�mt(�in� or in attyur�m �qeparfntr�inp � fi�erl ari`�Iui. rslrelr. ri��1�l. lil�n, infi�resl, rian. erp�fly nn<i al�dm u+��a!- yoavar a� tF�a �ni�I firsl pnrfy, ntthonir�fuu, apv;y��ily,in ti�rt nnlY (�reipur uao. I�ann((t ruu� ��n�innr nJ llin rni�i mcmui pnrly (ornvor. . � �n �itness illlte��of��aa si��C{irsl p��rly I��rs sif�+��f an�� sn�r�a�� I��rs« prrrsnnls II�o riny nn�i ynnr jlnl n��oua rortHan. �' . � - � . � � � � Stpna��. ran(arI and �iolllm�ed fn )irnanuca n(i � /'1 .� �� ..^. Jon�s ' ........' . �Pauline �ir - � �� // �'� � � ... . � ci' � . a. . j�' � � ./....'!..L :��:fiti.�':��...... GKt-`[. . G ....�/.l,.e� . .�'.�..�.� ....................� Prink Name: [�1�On'11� _ - i�p�il ' - (y1` 1 . r..�: P: 4.a.,�:...:.1 � G a .........................................� -_ � .... • . ........ .....�................................. .............................................. Frint� Name: � 1�ItTa- � .. Jones � S'I'ATF. �0�: FL�JiTpA, C:oUNTV' C��. iI,NF'iLT11.S �� •� I IIBItF.BI' CF.R'i'IF1' tf�at n�� ihia day, br(orr, me, an �� ` n((i?r,� duly autlNeriud in the Slalr, r(otcwiid :md in ehr Cnuu�y nlmewid to �ake arknuw4vlg�nent�� penonnlly appcarcd PAIJL�FN+� 1��(�flI7l�IyC w ioeikdurw�rt�ti�+�Tir1Ric prnun deicrihr.d in and whu rxecurcd �6c fnrcpning in�lrmniatt and S�]C arknnwlydgal befure mc Ihat 8�k-' exceutrd Ihe �ame. !Yi'I'NF:SS mY hand aud uf(irial �cal in thc (:uun�y and Siatc hee rfnrr�aid d�ii 11. daY of A[�L'll � A. !). 199Q . � �� . ," � ---,---_ -_ _. Nola'r`y lYiiU :5.�':�....... �...s?...._ ............................ -- • c. r�;: :R;��. ALVA l. JONES - -- • { �"�y� �r cour�csw►r � cr. �xa�rr 4;rT!'C,��' E%PIRE9:D�CMnb�r29 iB9t ',Y,�_-- - Iwun�::. •'nu M't11Y Pmuu IY101tw�Ma ?%ui l�tilrruur•u/ �rn��urr�l hy: ��11 n. Jones, AL'torncy 1��,f� 501 S. i� L. I�Zrr.ison Avc. , Sui� C1e�u�waler, E�1ori.cia 3�iGlG 'lOG i� i� ( . �'� �, i� , I<ARf.I:CN F. DFBLnKGR, C CRK FZt�.CORD VE:RI�IGD 13Y: ill . �� i � � � � �, �'--_�, - �� `� i i � �� ` `> .` ` ` i i i i ,� � pI�ELLAS COUNTY rU�' OFr.RE�.BK fl632 PG 327 ., ` • , i � �� ` � � � __ ` ` . � '��' ` �_- � � � �� , Ii ,__ / �� ` , � � ,, . � �� \\ ``, � � - - � `� _,i � � �� . i� �� '� . i � � � ` I� . _' � ,'> >��]�?3l55 J:�R �4—l4-94 l6ci7:51 � D1 DED—AOPHIE Rc"CORDIi�G ! �6.OQ '�; �, EJQi. STI�i'fF CGLE.ECT—DR214 3 #0. 70 ` RECGRD FEES 9 __ �i_p0 , ; - - - ` . � TOTftL: �7. 70 � ' � � � CNECK AMT.TENOERED: �7•70 � � \, \� ` CH�NGE: $D.OD ,. „ � „ �,' ., . �, � ,, ,� �, �, � _ �� _:__' ` . �, G s . , �� 0 rwsH s�r � Location Map SCALE: N.T.S. CONTENTS COVER SHEET 1 EXISTING CONDITIONS PLAN D1.0 DEMOLITION PLAN C0.1 GENERAL NOTES C0.2 GENERAL NOTES C1.Q SITE PLAN C1.1 GRADING & DRAINAGE P�AN C1.2 UTILITY PLAN C1.3 SEDIMENT 8� EROSION CONTROL PLAN L1 -L4 LANDSCAPE PLAN LP.1 LIGHTING PHOTOMETRICS PLAN C1.A SITE DETAILS C1.B SITE DETAILS C1.0 SITE DETAILS C1.D SITE DETAILS Site Development Plans Approval Application Proposed AutoZone Store #4985 2430 Gulf to Bay Boulevard _Clearwater, Florida Applicant ! Developer: AutoZone, Inc. 123 S. Front Street, 3rd Floor Memphis, Tennessee 38103 Architect: AutoZone, Inc. c/o: Wade Davis 123 S. Front Street, 3rd Floor Memphis, Tennessee 38103 Civi! Engineer: Kinney Engineering, LLC Jason D. Kinney, P.E. 2573 34th Avenue N. St. Petersburg, Florida 33713 727-527-1526 ,,``��t�* `>° �.� ��.... .• .'� _? ' � A a J�_ _. .� G •S/ �. �` � � n =�. -:. c� - � ;� =,� �_� � �� _ •�.,. -� U ^ � C O O mU�c O� O � � � o .-. E U � LLm� o . � � o � — m i� io H � � K O m E � � N O1 � O � N N O C � O � �� V m � � o d�n,8a m LL ~ Q m � 0 � � � � L 0 O O � � N Q� m � `m � � '" 3 � Q �� H l L LL �' Kinney Engneering, LI 2573 34th Avenue N. St. Petersburg, FI. 337�. 727-527-1526 FL COA N30311 � ° J LL. O W > � �Q oW � � U L � J O m �, } Q �, m �� o� N J � � � o � � a Q V N sZ a m� �� m ��►, �� , �,. � �i s. i. ~`, 2 . O � W C�.� � � r , • � �WEST UNE NE 1/�, SEC110N IB-29-16 � �� V � ��O ... ..... ... . . . .. .. . ._. .._ ... N/�' . . . . . . .. .. . . . ��; ;� ��°6�"t �°'r9��a�� o��ep��av��$ge^��a�o��oe�ll�:ao � �� g �' �� a � �� $ �"�$ �� " � � � � � � �� b - ------------r--..--- e I��#��0��►��■��'��°�, �� 'R�Aa�gR�� op�f � i�iii�ii�iiiiiiiiiii�8iiiiiiiiiiiiiiiiiiiiii��ii��iiii - O � �� R� ��9�� i��g��g�� i �� a�� g�� . � � � �'�_ �' �� i � mm>� 1 � Nomr� sao• �� Sw - � Nm8 I 500 � # � � � �p� i� � � °' � ,� 10 + m �ie� 1 ti e N �y� � � n U e � I � q � PARCEL ID: iH-29-I6-00000-130-0200 N J OWNERS: AUN ROPHIE, RALPH ROPHIE, � �/ � I CEqL A. BEIECH, CHERYL COHEN I I e� c/o n�ae coNSU�nNC coRj.- + �ss sarm ao' I / �m I wsw�yy-'� � � �I �� AOJACENT BUILDING E * 8 � � � I m FFE�61.46 �i�� IL � I� ly "' Y I� �s � _ 6Y. t' p�9� � g � I %I , � I �� m � � 8 m I / I ° ��_ _ 4 A9NNLi � N N I / • � � ^� � � ' $ N01'00'25'E � � �� I I 4 I 'a � Y $ �- a Gn $ u ml�� W y t/1' _N � I v, a 0 I m � � � S I IO F-86-'� � I � I � I ,,_ --- .85'�O� � � � $ � I I — - � I i I � ��I ° b � � L t', �� i � �� T 1 t �� , - �� d N & 280.16 MEAS � NO1'O1'28 E 280.01' DESC — �_ _� , � �srtw.r �o' auri �, }F�" �Y �� o em g � ,e.o' 0.g O p�TY JJ _ w g 4 ° `� � � �,} P 4�� p 9 4.0' . .`U � �i �g 7�.9 � '} A �t, q�s e � � '? N E .r �e � �� a m,.5• �� ..�� e � Q �� ;s e0 " h CN !� -- � U g 5 N�u�Q �.o• �.a 3E q o �Y4� � �� v � _ � � z.o' E.�' ,k'i�'".0 `d ��48 po iJ.?' �' � � o\\ �8� N gc m �\ I B�� d 1 I . F --__, � -�a' euuanc s�aecKL — I - �� _� i � �� . 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G� ' ° °' N C O " "o��Z �"� � �� i �CmZ � ,'m, a �•� '" � �� y � �� D � Z m � ,A, � m s � � �N�� °°� � �� I � �� n � m � ° 'n � '� D ��a��s� � �� a$�� m .� � � 3 � r- � cn � � � ��-�� yp � � � � � � Z � ,�p � l�n � Z � $�°�g�@G�� I ��` �� f � � m � w � � � � 0 e s$��K•''�� c� � � i � ,� O rn Z �, � `"' � o z � ��,��2 � �� ° Z � .A -I g�'� �� n � �� . e I � �� Z G� � +n $ ��N��$ � �� a�i ��"�"�2 z� � m � � � �� i �� m O m � �+ m �o �m��..e� � N ��. �� 'se's��'sa� m = z � �� z z m G) m �� N g� �� o � D ��m�� o g �—� {�} �--- ! " � � p n m �m '��$�� Z � ��`N.'46� � � � � ��w�� 0 g � �, a n p D V T t1i A W N » � Owner/Davelopar: _ � � � �' � P�ePa�earo�: AutoZone Store Development � Na m� � � rN� �° AutoZone Inc. � � = Store No.: 4985 � N y w� �a � 0 0 W m � a � C�� 123 South Front Stree[, 3rd Floor � �� W�{ j.-n.{ Z 2430 GULF TO BAY BLVD CLEARWATER, FLORIDA w ti� n a el: (90+1) 95-8709 ax$(9ot) 495-89s9 � � p1 w� w � For Bidding 8 Contractor Information Contact: z z � �^' F.W. Dodge Plan Room TeC (615) 884-1017 D D EXISTING CONDITIONS PLAN � z r w� GENERAL DEMOLITION NOTES: � 7. All Mork to be accomplished in strict accordance �ith all local ordinances, city or stute. 2. N4Nin the Subjed Property, the irderd is to have a cleun, ckar siie, free of all aisGng ihms rwted to be removed in order to permit the rnnstruction of the neM project. 3. NI items noted to be removed by the Selkr shall be occompGshed prior ta the cbsing of the Real Estate Transaction. All other items noted to be removed shall be done so os pnrt M the coMract for General Canstruction. 4. Remove and dispose of any side�wlks, fences, stairs, valls, de6ris ond rubbish requiring remrnal from the Mork area in an npproved off site , Ian�il. 5. The Contractor shall secure a�l permits for his demdrfion and disposal of his demoliGon material to be remaed from the site. The CoMracta siwll post bonds and pay permit fees as required. Building Demolitbn • CoMmctw shall be responsibk for pe�mits and disposal of building demolition debris. 6. The detailed plans may not reFlect al� utilities on the site or surroundirg streets and properties. The Cwdractor �all verify locations and aistmce ot utilily xrvica prior to construcGon. The Cmitrador shall call "SUNSHME ONE CALL' at 1-800-432-4T/0, 72 hours prior to construction. 7. The Contmctor to rcmove all utilities to existing structures Mhether shonn or not or arrange fw the appropriate Utility Comparry to cut a�M cup service pipi�q at the properly line or main (as requeed). NI services may not be sho�n on this plan. 9. For all items noted to be removed - remove not anly the above ground elemerits, but all underground elements as sdl induding but not necessarily limited to: foundotions, gravel fills, tree roots, old pipes, etc. 70. Back fill nll ezcrnations resuking from the demolition Mmk to meet Me requirements for fill ou8iried in the 6eotechnicol Report. 11. The CoMractor shall protect all iron pins, monume�s ond property comers during construdion. My Contrador disturbed pins, monuments, EtC. SFIOII DE IlSGt � 0 LICMSlG LOfid SUfYGyOf UI tIM GRPGfISE Oi tFl! �Of1�fUCtOf. 12. The Contractor stwll rcstore arry utility strudure, pipes, pavemmt, arbs, �de�wlks a londscaped areas disturbed durirg demdition to thdr onginal condition to Ne satisiaction. 13. NI buildings, toundation salls and footings irMicated on Mis pMn to be removed from site. Contractor stwll secure arry pertnits and pay aA fees ond perfartn clearing and grubbing and debris remaal priw to mmmence of ra ' o ' . 14. A9bes[os and orry othu h�ardous rtwterial (to inelude contaminated soils) shall be removed by the Ezisting Property 0.rner using a Licensed Hazardws Material Contractor. 15. NI utilities sholl be cut and capped prior to demdi1ion. The N'aste�ater Supervisor shall be notified. i6. NI exisfing utiliGes shall be protected during demolition. 17. Demdition shal� not cause service irderruptions for olfier utility WS�Offllf9. 18. Water meters, douWrdeterctor check valves ond backFlo� prereMOrs are o�ned by the Cily of Cleanraler. The City shall rcmove and retain these itans. 19. Contractor shall cmdact Pindlas Couniy Air Ouality (727) 464-4422 priw to conslruMion and sholl supply 0.abestos Survey os necessary. BEFORE YOU DIG ! CALL SUNSHINE STATE ONE CALL OF FLORIDA er �ewsrraa eu�� acs�rvess n��s eerone DICCING OQ DISNYBINC EAY1H �• Kmw wners below. i-800-432-4770 Call nerore ynu dg. �� 59J6 SHELLEY STREET 60' R�W , �� f 'i w�av e'cTnr-ss.�6 ` � U o � � � � TOP=59.66 -6 5 .91 � 59.82 59.59 �59. ieI\ Jj'. � � �" � - � � � N INV 15'RCP=54.OJ � 596��-- � / I �� DEMOLITION LEGEND � �, @� PROTECT B�I�YIA�(RCa=ss.re � � 3w '/ I _ �} o �. E� 60.0� 59. � � EIP 59.OB )tl. t _, �ju se.ea ( 5 U LL, `� o�.... 60.Z0 ��UE ��' .�S 59 SH. 1 59.1� I�.� 5 � ��. �� m��m � D�� C d 5.� Si� 500 7 CURB R GUTiER M aD `� H WNM = ranro eB .Ba ---- (�i 59.5 -- G V � 59.}S I 58.80 " n� m p E BEARING BASIS 59.6 $OUrN tINE OF 11.an6 ' ��q � �� @ a sourH rt/� y e� 59.9 s ss, �e sz, re ss I � y � oasr. �t a� m e� aoa�u .. m rn.. � i 0 ^ N O C -- 5n.9]-_6n____-��-„�3 .-6 t6�.__6023 --_-6• C,f 605 _ _ _ _ _ _ _ �'_ _ � _ _ 9_ _-_ ..-- � � C� O C 4% m "`.,�j 61.48 I� I �` i 6*.53 i i � � I, 13 p�i �; .zse I sr.ss I.66 6 � 12 Y, Sw �/n. NE 1/ SELTi i8e2S � � � I I � ISrOR!' B�CK i FfE=62 7 � HEIGH7-+ pf � 1' 60.20 ` � 6' C9W I � Lo I ' g►O ` p�j � U d � 60.51 60. i9 60.2) � 1. I ` 1-�� ' 58.n OUSL CINiBMYi TO BE fEYOVm o �� LL H� � d � I� DUMPSTER � , ' S8.9 �HIY 11WNDARY I � 0 O � .-. C� N � '� �.9N� AREA 6p� �.1 I ( i I I ��I � 'F" N a rn m p 60 �5 �� I I I � 711EF H1WEGbF ` � E.. 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DATE i� s_--�- �- �i � sa.sa � - - - 7/12/13 60.�3 __ � 59.91 54.a0 _y ^ �y _ f � __ _ __ �.ls PROTOTVPE^•� '--- SW (L) D1.0 GENERAL NOTES: 7. REFER TO SURVEY ANO GRADING PLAN TD CONFIRM DqTUM OF PUWS. 2. ENGINEER SXALL NOT HAVE AUTHORitt OVER THE SITE OR BUILDING CONTRACTORS' WOPo( OR RESPIXJ560.1iE5. ENGNEER IS NOT RESPONSIBLE FpR MEANS RND METHD0.5 OF CONSTRUCTION OR SftE SAFETY PROCEIXIRES. 3. TNESE PIANS SHALL NOT BE USEO FOR CONSTRUCTION UNLE55 THEV SPEqFICqLLY STATE THqT THEV NAVE BEEN pPPROVED FOR CONSTRUCTION. PlqNS WXICH RFE NOT STAMPED PPPROVED SHALL 8E CONSIOERED INIERIM M70 SHALL NOT BE IASE� FOR CONSTRUCTION. 4. TMECONTRPCTORISRESPONSIBLEFOqOBTAINMGALLNECESSPRVCONSTRUCipNPERM�T$qNpppyINGALLPERMRfEES REQUIREO TO CONSTRUCT THIS PR0.IECT THE CONTRACTOR SHALL ALSO OBTAIN FAOM THE OWNER C�PES OF NLL NECESSARY REGIILAiORY PERMRS AND LOCAL qGENCY PERMITS PRIDR TO COMMENCEMENT OF CON$TRUCTION. Wl PERMRS MUST BE IN-HAND PRIOR TO CINJSTRUCTION rWD MUST BE KEPT pN SITE. 5. PRIOR 7D CDMMENCEMENT Of ANV SRE WORK, A PRE-CONSTRUCTION MEETING MAV BE REOUAiED BY 1}� CfIV OF CLEARWATER. AT A MINIMUM, TNE CONTRACTOft, ENGMEER (OR ENGINEERS REPRESENTATNE�, AND M1ffMBERS OF THE CItV OF CLEARWPTER SHALL BE PRESENT TO ADDRESS CONSTRUCTION REW FEMENTS AND CONCERNS. 6. SIIRVEV INFORMATION MCLUDING BUT NOT LMREO TD EXISTING SITE GRADES rUYI ELF/ATqNS, LpCATION OF EYISTNG IMPROVEMENTS, E%IS�ING PIPE INVERTS, EASEMENTS, RIGHTS OF WAY, AND OTMER TOPOGRAPHIC OR SURVEY INFIXtMpiION HAS BEEN PREPAfim BV OTHER PRDFESSIONALS. ENGINEER ASSUMES NO RESPON5161LITV FIXt TXE ACCURACY OF THIS INFORMATION. FOR SPECIFIC INFOHMnTION REFER TO PROVIDED COPY OF SIIE SURVEY AS P�PqREp gY pryD SIGNEDISEALED BY PROFESSIONpL SURVEVOR AND MRPPER. �. CONTRACTOR SHALL VERIFY SRf BOUNDFRV AN� TOPOGRAPNIGSURVEV WFORMATqN qNp NOTIFV ENGNEER OF ANY �ISCREPANCIES PRIOR TD SUBMITTING PRICES OR OROERING MAlERl4LS. B. iW. EXISTNG 11TLRES SHOWN ON TMESE ORAWINGS ARE qPPROXIMPTE PN� OTHER UT�RIES MRV E%IST. Ii IS THE CONTRqCTOR'S RESPONSIBILITV 70 CPLL SUNSHINE811 PRIOR TO ANY DEMOUTION, OIGGING, OR CONSTRUCTION PCTNIfES. CONTAqCTOP MUST HAVE E%ISTMG UTILITIES LOCATED 8V UNDERGIiWNOIME LOC4TOR5 PNO FIEID VFAIFED BV ONSIIE PERSONNEL PRIDR i0 ORDERING MATERIALS OR COMMENCING CDNSTRl1CTI0N. ANY DISCREPANCIES SNP1.L BE �PqiiEO TD ENGINEEA 9. PRIORTOOROEFINGANYMPTEqULLSTHECDNTRACTOR5HALL5UeMRCOPE50FqLL5HpPpRqWINGSTOTHEENGMJEF.AFIXi REVIEW ANO APPROVAL THE ENGINEER'S APPROVAL OF SHOP piAWING$ DOES N0T RELIEVE THE CONiRqCTOR OF RESPONSIBILI(Y CONCERNING ERRORS FND OMISSIDNS. WHEN FIELO CONDRqNS MERfT �EVIpT10N5 FRpA TME tiEIX1PEMENTS �F TMESE PLANS OR OiHER CONTAACT �DCUMENTS, THE CONTRpCTOR SNAll NOTIFY il� ENGINEER IN WRRNG AT iHE TN1E OF SUBMISSION OF SMOP DRAWINGS. PRIOR TO SUBMRSION, IT SXALL BE THE CON7RqCTORS RESPONSBIRY TO 7NORIX1CaHLY REVIEW SH W DRAWINGS AN� MpTERIALS OR PRODUCT OATA FOR COMPLElE�SS M1D COMPLIqNCE WITH THE CONSTRUCTION �OCUMENTS, TO VERIFV ALL �MENSIONS ANO FIELD CONOITIONS, PNO TO COOROINATE THE SHOP ORAWNGS WIfH TME REOUIREMENTS FOft OTMER REtATED WpRI(, 10. IT SNALL BE TXE RESPONSIBILITV OF TME CONTRACTOR TD PROTECT ALL PROPERTY CORNEqS RND SURJEY BENCHMARKS AND TO qCCURATELV PEPLACE OR RESTORE THEM IF DAMAGED OR DlSNRBED WRNG CONSTRUCTICMI. 71. IT SHALI BE SOLELV TNE RESPONSIBILfiV OF TXE CONTRACTON TO ENSURE THE PROTEC110N OF qDJpCENT PROPERTES PNO EXISTING ON OF OFF SITE STRUCTURES, 11TILITIES, AND OTHER IAWRGJEAIENI$ 7p qFJdp�µ pNp R SHALL BE SOLELY 7HE CONTRACTDR'S RESPONSIBILITY TO REPAIR ANY DNtAGE CAUSED BY TNE CONSTRUCTION qCTNITIES PSSOCkTED WIiH 7HI5 PR0.IECT. 12. IT SHPIL BE TIE RESPONSBILrtV OF THE CONTRACTOR TO DEVELOP APPLIC4&E BEST MANAGEMENT PRACTICES (BMPS) TO ENSUPE THE CONTROL OF EROSION qN� SEOMIENT, OffSiiE TRAp(NG, $PLLS, SrWRARY Wq51E, fERT1LIZEqS & PESTICIOES, FUEL STORAGE, SOLID WA57E DISP0.5qL, STORMWATER DISCHARGES, NONSTORMWA'IER DISpIPRCfS, AND HAZAROWS WASTE. WHENASPILLISENCOIINTEPED.CONSTRUCTIONSMALLSTOPANDWORKSXqLLNOTRESUAEUNT0.OF�CTEDBViHE PROJECT ENGINEER. OISPOSRION DF HAZARDOUS WASTE, SOLIO WAS7E, OR SPNRAHY WqSTE $XALL gE MPDE N ACCOF1DqNCE WffH RNY REQUN2EMENTS AND REGUlATIONS OF ANY LOCAL, STATE, qi FEpERqLqGENCYNpVNGJURISDICTNXJ. 13. ALL WORK OR MATERIAL$ WXICH �0 NOT CONFORM TO TXE APPLICA&E SPECIfICqTIONS OF TFIE CITY OF CLFAR�YpTEfl ENGINEERING DESIGN STANOM0.5 Dfl APPLICI18lE FLORIDA DEPARIMENT DF TRqNSPpqTATION $TqNDM�S SPECIFICATqNS OR M1Y WORK PERFORMED WITHOUT PN INSPECTION BY A REPRESEMATNE OF THE CI7V OF QEARYVATER 6 SIl&IECT TO REMOVALANOREPIACEMENTFTTHECONiRACTIXiSE%PENSE. 10. AT THE COMPLETION OF WORK, THE ENTIRE PRQIECT SITE AND ANY PDJACENTqREqS qFFECTTEp BV CONSTRUCfqN ACTNRES SMALL BE THOROUGMLY CLEANEO AND OI5NRBE� PREAS SXPLL BE RESTOREO. THE CIXJTRACTpq SXPli AT A MNMIUM QEPN ALL NJSTALLE� AND PftE-E%ISTING STRUCTURES AND PIPELINES AFFECTED BY CONSTftUCTION; CLEqR ACCUMW.p7Ep 5175 FROM PONDS, SWALES, AND OTHER DRAINAGE FACILITIES; AND CLEW plySmEYYALKS, GUTTERS, AND PAVED FREAS. SIGNING AND STRIPING NOTES: 1. ALLSIGNSANDPAVEMENTMARKINGSqNDMATERIALSWITHMTHEFDDTRIGHT-0E-WqYSHALLBEN0.CCORDANCEWITHTHE 'MHNUFL ON UNIFORM TRqFFIC CONTROI DEVICES' (MUTCD) ANO TME FLOROA OEPr1RTMENT OF Tq�W$PqiTqTpN ROqOWAV S TRAFFIC DEIGN STANDARDS, LATEST E�RION. FDOTSTANDARD IN�E%N0. 112W, +1860,1186l,11B63, i1864,11865,177Ut, �73qq, 173afi, AN017355 ARE NPPUCFBLE STANDqROS TO THIS PROJECT. 2. ALL MAftKINGS WRHIN TME FDOT RlGili-Of-WpY SMqLL CONFORM T� THE FOLLO4YING: G Ep(`f ANp LqNE LNE$, 5� $F�GIE qNp 0011BLE LINE CEMERLMES. 7. Al1 PAVEMENT MARKNGS WffF7M qREpS OF TF� FDOT RiCliT-OF-WqY RRE TO 8E THERMOPIASTIC WITH qAlSED PAVEMENT MPRKERS (TYPE 911 -4' % 4') AND AflE TO BE MSTALLm PER f00T INDEX N0,1735Y. 0. ALL RDAOWAY SIGNS WITHIN TXE FOOT RIGMT-OF-WAY ARE TO BEHIGFI WiEN51IYRE7qpRE�tE�7ryE MATER(4LS WIiNTHE OATE OF FqBRICATION SHOWN ON THE BACK OF EPCN SIGH. INTERNpLTRAFFIC51C�15 DO NOT NEED TO BE REIROREFLECTNE. GRADMG NOTES: 1. A GEOTECHNICAI REPOftT HAS BEEN PREPAREO 9Y AND IS AVRLABLE Fpi WFORMATION PU�pSES. TFff CONTRACTOR SHOULO REVIEW TNIS REPORT, VISIT THE SfiE 11ND COMPLETE IWY A�OIiIONpL EXPIpqqT�p1$ NECESSriRY N ORDER TO PROVIDE 0. SATISFACTORY BID Fqt THE WOf2K REWFED. 2. ALLTOPSOILWRHRITHEPROP0.5EOLIMITSOFGRAUMIGSXRLLBESTRPFlFDANDSHl�LLBESTOCI(PttIDONSI7ENAN APPROVEO LOCPTION FOR LATEq USE DIIRING FWISHED GRADNJG AN� LANDSCqPING ACTNITIES, AFfER qLL LANOSCpPm AREAS NAVE BEEN BROl1GYR TO FINISHEO GqADE, AMY IXCESS SOiS SHALL BE DISPOSED OF OFFSITE UNLE55 OTMERWISE NOTED ON THE PIANS. 3. ALL STOCKP6E5 SHALL BE STABILiZED TO PREVEM EROSION. a. COORDWATE THE SEQUENCMG OF RLL CLEqRING AND GRUBBING AND GRADNJG qCiNITIES WI7H 1NE EROSqN CONTqOL PI,AN. S. ALL AREAS THPT WILL NOT BE WORKED FOR A PERIOD OF 7 DRYS IXi MORE SMALL BE STABRIIZEDD WRH SEEp AND MULCM OR OTHER ACCEPTABLE MEANS. fOR VEGETATEO AREpS, PERA1qNENT VEGETqTION SMALL BE WSTALLED IMMEDIATELY UPON COMPLETION OF FIW1L GRl�DING. 6. LIMITSOFLANDCLEMINGSHqLLBES'OUTSIDEOFAL1qREhSTOBEGRPDEppRWp7gEyp�dDT1EPROPERTYLNES, WHICHEVER IS LESS. NO GRPDING SNqLL OCCUR OFFSITE OR NJ PNY HOAO RIGHT-0E-WAV WfiHWiPRIOR PPPPWNS. 7. THE CONTRACTOF SHALL DICpVATE iHE PROPDSED STORMYATER POND(5) ORlW APPROPRIR7ELV SIZED SFDMENTATION BASIN AT THE COMMENCEMENT OF GRRDING ACTNITIES ANO SHAIi DFECT Sf1E RUNOFf TO iliESE LOCATqNS M IXtOER TO MINIMIZE OFFSIiE RUNOFF. B. PROPQSED GFNDES INDICHTEO INJ THIS PLpN ARE TO FINISNED GRPDE.IHE CON7AACrq25HqtL Mq�(E SUBGRAOE ADJUSTMENTS FOR i0P501L, PAVNG, BUtDNGPAD, ETC. 9. IT SMRLL BE THE CONTRFCTOR'S RESPONSIBILITV TO ENSURE THAT fLL1 STOHMWA7ER pONOS qNp yyyqtES pqE �pyg7q�(,�ppN IN ACCORDANCE WITN THE CONSTRUCTION DOCUMENTS. TNE 70N� VOIUME SWLLL BE WITF7M TXI�E pEqCENT OF TXE DESIGN VOLUME AND POND SIOE SLOPES SMALL NOT BE STEEPFA THAN THAT $HDNRJ ON THE PIAN$, RSHql1 gE 7HE �pH7qp�TpR'$ RESPONSIBkRY, AT NO AODRqNpL CpST 7D TXE OWNER, TO MANE ANY NECESSARV AOJUSTMENTS IF THE STIX2ANIATER PONUS OR SWW.ES ARE N�T CONSTRUC7E0 ACCUqp'(ELy, 10. AILGRADINGAOJHCENTTOEXISTMGORPROP0.5EDBUIL�MGSSNN.LBESLOPEDqWAYFROMTFE$ipUCiU{ffSATAMIVMUN OF 7.0% GRRDE. THE CONTRACiOR SHRLL ENSURE POSRNE qiqNqGE AWAY FqqA ql1$7RUCIiJqE$, 11. 7HE MAXIMUM SLOPE IN HANOICNP PAqKMG AREAS SHALL NOT E%CEm Zll%GRqDE IN RNY DIRECIION. Tkff MN(M11M SLOPE N THE DIRECTION OF TRAVEL W All MqMDiCqP ACCESS ROUTES SXAl1 NOT DICEFD 5.0%GMOE qNp p.pq,CqpSS SLOPE. 72. THE CONTRACTOR SHALL BE RESPONSBIE FOR PRpVpMG COMPACTION TESTRIG. 13. COMPACiION TESTS SHALL BE TqKEN AT THE RECDMMENOATION OF TF£ ONSf1E GEpTE(]1NICPLENGNJEER, BUT qTq MNEIINA EVERY 500 SF OF &1IL01NG RREA OR 2,SDU SWARE FEET OF NON-BUIIDMG RpEA PFF 1P-�7 LIFf �� IN TRENCFiES). 14. RREAS WITH I.IMfTED SPACES SUCN !S FOR INSTqLLpTION DF MNNNOlES, WLETS, OR IITRItt TI�NCMES SHWtD BE BA(](Ffl i Fn AND COMPACTED METHD�ICALLY, qT iHE DtliECTION OF THE ONSITE GEOTECHNICRL ENGINEER. STONE eACKFLL SHALL BE INSTALLE� IN 17 LODSE LIFTS nN0 COMPpCTED WRH 68 PASSES OF AVIBRATORV CAMPACT(N2 15. SUBGR! DE SHALL BE PROOF ROLLEO RNO APPROVFD BV iHE GEOTE(7MICAL ENGINEER PRlqi TO pLpCING FLL. RNY MEAS SNOWING SIGNS OF PUMPING, Rl1TiING, OR qNV lINSNTABLE (ORGANIC, SOFf, WET, LWSE� MATERIRL FOUNO N PIACE SHALL BE UNOERCUT ANO REPLqCEO, OR MOISTURE CANDRIONED AND COMPACTED TO THE $PECIFIED OEN$fiY pNp IapISTUqE CpNTFjyT LISTEO BELOW. a. qLL EXPOSED SUBGRADE SHALL BE SCI1RPr1ED Tp q MMMUM DEPTX OF 2C' qND RECOMPAC7Ep 7095X MO�IFFD PROCTOR MAXIMUM DRY DENSITV qNO WfRIW x1.0%OF OPiB.ry1M M015TUqE CONTENT. 16. IN THE EVENT THAT THE SUBGRADE IS AFFECTED BY INCLEAtENT WEATMER IXt CONSTRt1CTpN 1RpFFIC pFTER ITNp$ 9F�N INITIALLY PREPAREO THE CONTRqC70R SMALL BE RESPONSI6LE FOR RESTORNG R TO TXE PROVER CONDRpN PRqq Tp PLACM/G FAl. 77. FILLMFTERUlSHALLHAVETHEFOLLDWINGPROPERTIES:FREEOFORGpN1(S,NpROCKfRr1GMENTSGREA7ERiHpN4'WffHM 4' OF FINISH GRA�E. TXE FILL SHALL CON515T OF FINE i0 MEDIUM SM1D W(Ri 1E55 iMPN 9f6 SOIL FINES. Ftll MATERUL WIiFi SOIL FINES BETWEEN 5 AND 12 PERCENT MAY 6E USEO BUT STRICT MOISTIHiE CONfR0. MAY BE �OUIREO. COORONAIE WITX ON-SITE GEOTECMNICAL ENGINEER FOR MOISTURE CpNiRpL 18. FILL MPTERIPL SHPLL BE COMPACTED TD 98%MODIFIE� DRV DENSITY pi PPVEO AND STRUCiLRAI qREAS RND Tp �y, MDp61Ep ORY DENSITY IN NONS7RUCNRAL qN0 WiWCAPEO AREAS, AND SHRLL BE PIACED RJ iP-12 LOOSE 11Ff5 �8' M TRENCHESj, ANOW(lF11N22.0%OFOPTWIUMMOISTURECONTENT. STRUCNRRLAqEA51NCYU0EZONESOFINRUENGEAROWiOTXE BUItDWG, PAVElAEN7 PREAS, FILL SLOPES, ETC. 19. FILL SLOPES SMOUID BE BENCHED WTO TNE IXISIING SLOPES AND SNOUID BE COO�IN4TEp W(f!I THE pN$RE (iEp7ELy{NICqI_ ENGMEERMIG FOR DEPTH OF BENCH NTO iHE Sl,ppE. Z0. EXCAVATION$ MD MATERIqLS SHALL NOT BLOCK ACCFSS TO OFFSRE SIDEWPII(5, ROADS, OR INiNEWAVS UNLESS RN AOE�UATE BYPASS FOUTE P IS ROVNED. CONiRA CTOR SHALL MMMRE NCpNENIENCE TO PDJACEM PROPEf7fE5. 21. TMECONiRACTORSHPI.LPRpypEp�E(�SSARYSAFETYlWDPROTECTNEOEVICESATAl1EXCAYFiIONSRRE/S. 12. IT SHALL BE THE CONTRACTOR5 RESPONSIBILITV, AT NO AD�ITIDNAI W5T i0 THE WMEq, Tp PROVIOE PN� MpMq►� �Wy SHEETMIG, BRACWG, SNORING, ETC. REQUIRED TO CONTAM EXCAVpTqNS pND STOCI(PRES W(Mp17ryE PqppE�7ry pp E0.5EMEN15 PROV0E0, T0 STr1BL� TiE SIOES OF TME EJ(CAVATIDN, TO BE W r1CC0�qNCE WRH OSHA RE�IIIFEMENTS, M81 TO PREVENT qNY MOYEMENT WHN91 MpY CAUSE DRNPGE TO AOJACENT STRUCTURES OR PAVEMENT. STORM ORAINAGE NOTES: 1. THE CONTRPCTOR SHALL SUBMR SHOP ORAWRJGS FOR ALL STORM ORNMPGE MATERl41S AN� S1RUCil1RE5 TO ENGNEER PRIOR TO NJSTALUTION ANDIOR Fqgq�(;qTipN. 2. ALL PROP0.SE0 STORM INLETS (GRATES, CURB, YMD, MEA ORANS) ARE TO BE LOCqTED pT LOWPOINTS, M1D SI1F GRPO[JG SMALL BE SUCH TMNT RUNOFF IS DIRECTED TO THESE INLETS. NOi1FV ENGINEER DF PNV DISCREPPNCIES. 7. THE CONTRACTOR SHALL VERIFI' qL1 E%ISTING AND PROPOSEO STOPM MIET GRqDES, PIPE SLOPES, PPE RNERTS, POTENML CONFLICTS Ml� POINTS OF CONNECTION PRIOR TO M15TALLATION OR ORDERMG OF MATENNLS. CONFLICT MANHOIES SXqLL NOT BE ALLDWED UNLESS APPROVEO IN WRRMG BV THE ENGINEER. NOTIFV ENGNEFA OF pNV 06CREPPNCES PRqR TO CONSTRIICTION OR OROERNG MATERW.S. 4. STORM DRAWAGE SVSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM TO qILOW pFtAINAGE WRING CONS7RUCTION. 5. PRIOR TO POURING FOOTWGS, CONTRACTOR SHALL COOPDINATE ROOF ORAIN COLLECTOR LNES, OOVMSPOUTS FNO BOOTS WITH FODTING ELEVATIONS ON THE STRUCTl1RAL PLANS. TOP OF FDOTWG$ SHNLL BE A MNIMIAA OF 7 BELOW GRPDE qT ALL ROOF ORNIN DOWNSPOUT LOCATIONS TO ENSURE ADE�UATE COVER T� TRPNSIIION TO BELOYV GfiADE PIPMG. 6. ALL STORM PIPES 1Y AND LESS SMALL BE SMOOTH LINEO HIGH DENSIiV POLYEiHYIENE (HOPE) OR SCMmULE 40 POLVVMVL CHLORIDE (PVC) WITM WATER-i1GHT JOMTS UNLE55 OTHERWISE NOTED, NSiN1ED PER MFWUFACTURERS RECOIMIENDATpN$. 7. ALL STORM PIPES 75° ANO GREATER SNALL BE CLASS 7 REMFINiCED CONCRETE PIPE (R(5) BELL RND SPIGOT M15TRI1ED WITX WATERTIGHT JOMTS UNLE55 OTHERWISE NOTE�. ROUNO RCP SHALL COMPLV WITH ASTM C76. ELLIPTICpL RCp SXAll COMPLV WITH ASTN CW7. 8. ALL STOftN PIPE JOMJTS SXALL COMPLY WRH FSTM C449 AND FDOT SPECIFICATION SECTION 630. RU88ER GRSI�TS SHPLL COMPIY WITH FDOT SPEqFICqTION SECTION 902 NLL PIPE JOMTS SNALL BE WRPPPEO WRH FLTER F�BRIC IN ACCDROPNCE WRX FDOT IN�EX N0. 280. fILTER FpBR�C SMALL BE PER FDOT INUE% N0.199, TVPE D3, A O.S. N100. rt MMMUM UJERLAP OF 7715 REOUN�O. 9. qLL ORAINAGE STRUCTURES, INCLUDWG CLEPNOUTS, SHAIL MAVE H520 TRRFFC Rn1E0 GRATES, TOPS, RNG AND COVERS, ETC. UNLESS OTHERWISE NOTED. 10. LEAKAGE TESTING SHALL BE PERFORMEO ON ALl STORM PIPING. THE CON7RqCTOR SHA�y CLEpN AI11ry$Trll1ED LWES qN0 STRUCTIIRES PRIOR TOlWY TESTING PROCEWRES. 70.1. WHEN GROUNDWATER I$ PRESENT ABOVE THE TOP OF THE PIPE, qN INFIL7RqTqN TEST SHRLL BE PERFqiMEO BY SEALING OFF A LENGTH Of PIPE AND MEASURING THE DEPTH OF FLOW OVFA A MEA$URNG WER, OR BY RIMPNG TNE INFILTRATEO WATER INTO CONTAINERS FOR MEPSUREMENT. TEST OURA�qN SHALL BE A MNMUM OF d HOURS. 10.1.1. INfILTRATION LEPKAGE SHNLL NOT EXCEEO 150 GALLONS PER 14 HOURS PEH N1CH OWdETER PFA M9E OF PPE. 102. WHEN GR WNDWATER IS BELOW TME TOP Of THE PIPE, iHE PIPE SHALL BE TESTFD FOR LFAKAGE BV E%FILTRATION. E%FlLTRATION LEANPGE TEST SHALL CONSIST OF ISOLATING TXE PART�ULAR SECTION, F&LMG WIM WATER d FEET ABOVE THE TOP OF THE PIPE FT THE UPPER STRUCNRE, AN� PLLOY/NG R TO STAND AT LFA5T6 HWRS. 7XE SECiqN SMALL THEN BE REFILLED WRH WATER UP TO THE ORIGNAL LEVEL M1D 111E WATER SURFqCE q1 WCf MFASl1RFD AFTER TNO HIX1R5. 702.1. EXFILTAATION LERKAGE SHALL NOT EXCEEO 150 GAlLONS PER NICH DWME7ER PEP 26 Nq1RS PER MHE OF PIPE. 17. HIGN DENSITV POLVETHYLENE (XDPE) PIPE SMALL BE INSTALLED PER ASTM D2321. CONiRACTpq Sllqti gp�KFY1 PND COMPACT EVENLY ON EACX SIDE TO PfiEVENT OISPLACEMENT. MINMIUM COVER WER PE PIPE SMALL BE AS Fq10W5 11.1. WHERE BEU�ING IS SURFBLE SOILS - 9S OR IXJE PIPE �WAETER 112. WHERE 9EU�ING IS MANUFACTIIRED aGGREGATES CIA55 1 n OR 18 AS DEFNED M ASTM 02ffii -3P OR 0� PPE DISMETER 12. ALL OflAINAGE STRl1CTURE BOTiOMS SHpL1 BE IN ACCOROANCE WITX FDOT NJDEX N0. Z110, LATEST EORION. GRATE IMETS SHALL BE IN ACCORDlWCE WITFI F00T INOIX N0.232, LAIEST EORqN. 13. fLLL STOqM MANHOlES ANU PRECAST CONE, RISER, AND BqSE SECTIOP6 SMN.I MEET F00T SirW�MDS. 14. 11NDERORAIN PIPE SXALL eE PVC IN ACCORDRNCE WRM ASTM F758. FLTER Fq8fi1C UNDERORAMI SOCK SNPLL BE ttPE D-3 PFA FDOT INDEX N0.199. OEWATERING NOlES: 1. ALL OEWATERING RCTNRIES SHALL BE SOLELV THE RESPONSBN1iV OF THE CpNIRqCTpq, 2 THECONTFiqCiORSMALLDE5IGNPNDMPLEMENTA�EWATERINGSYSTEMOFSUFFICENTS�W�OCAPACIfYTOCONIROL GROUNDWATER IN A MANNER THAi PRESERVES STRENGTH OF FOUNDATION SOILS, OOES NOT CqUSE NSTRBLLIT' OR SLOUGXING OF EXCPVATION SLOPES, AN� �OES NOT RESULT W OAMAGE TO FJ(6TMGSTRl1CfURES. 3. WHERE NECESSARY, THE CONTRACTOR SHPLL LOWER THE WATER LEVEL N AWPNCE OF IXCAVATION, UTRmNG WEt1S, WELLPOMTS, OR SIMRAR POSfi1VE MEfHODS. 6. MAMTAIN THE GROUNUWATER LEVEL TO A MWMIUM OF 2 FEET BELOW EXCqVATpNS ORlS DFECiFD BY TME CEOTECHNICAL ENGMEER. PRDVIDE PIEZOMETERS IF DIRECTE� BY THE GEOTECHNICPL ENGA'EER TO WQIIAENTTHRTTHE GRIXINVNATEFt LEVF115 BEMG MAWTABJEO. 5. D6piARGEFROMOEWPTERMGACiNRIE55HAL1N0TC.4l1SEAUVERSEMP/CTSTOOFF�SREWATERBODIESORSTORMWRTER SYSTEMS OA TO WATER al1ALITV. iHE CONTRACTOR SHALL CONTROL BY ACCEPi�9lE MEANS, qLL WqTER REGPApLE55 OF SOURCE ANO BE FULLY RESPONSIBLE FOR 06POSPL OF THE WATER. 6. NDNSTORMIWATERDEWPTERHJGDISCHPRGESClWNDTBEDISCHARGE�WIiHOl1TPRqRNOTK;ETOqNpAPPqpyqLFqq,�GpEp AND THE LOCAL WA?ER MRNACfMENT 05TRICT. 7. FOEP Mr1V �OU/2E A SEPARATE NPOE$ PERMf� FOR OEWATERING ACTNIiES. 8. THE CONTRACTOR SHALL BE RE4UNYED TO PERMR TME DEWATERMIG SVSTEAI WRH THE LOCAL WA7ER MPNAGEMENT �lS7RICT IF OEWATERING EQUIPMENT NEEOED EXCEEDS qNY OF nff FIXLOWNG: a. 1 W,000 GPD TOTRL 26 MDUR (10AY� OEWAiERNG; D. 1,0OO,OW GPD PUMPCAPqCIiY; c. GROl1NPNATER WELL SIZE IS 6IX4ME1FR qi GREAiER; tl. Cl1MUlATNEDlIT51�E0L1WEiENOFSURFACEWATEPWRHOPAWqLPPE5661NDWAETERIXiGREATER. 9. OPEN PUMPMIG WIiH SUMPS PND DITCHES SHFLL 9E ALLOWED, PROVDED ROOES NDT RESULT IN BOLS, LOSS OF Ftff$, SOFTENWG OF THE GRWND, OR INSTABILIiV OF SLDPES. SUMPS SHALL BE LOG4TED WTS�E OF LOqp gEppMG AREPS SO THE BFARWGSl1RFACESWRLNOTBEDISTl1RBFA. WATERCONTAMMGSLTNSUSPENSqNSHALLNOTBEPUMiPE�NTOSEWER LWES OR POJACENT STREAMS. DURING NORMAL PUMPING RND UPON �EVElOPIAEN( OF WELL�S�, LEVELS OF FINE SMl00R SLT IN THE DiSCHARGE WATER SHAt1 NOT EXCEED 5 PPM. 10. CONTINUW SLY MAINTAW E7(CAVATIONS IN A ORV CONOITIDN WRH POSRNE OEWATERING METHODS WRNG PF�PqqqTION OF SUBGRAOE, INSTALLATIDN OF PIPE, AN� CDNSTRUCTION OF STRl1CTl1RE5 UNTIL TXE CRRICAL PERI00 OF CONSTRULCrNpN r1NDlOR BACKFlLL IS COMPLETED TO PREVENT DAMPGE OF SUBCiiAOE SUPPq7T, PIPMG, S7RUC1llRE, $NE SLDPES, OR A�JACENT fACILITIES FROM FLOTATION OR OTHEft HYOROSTA77C PRESSURE A1BAlJWCE. 11. UPON COMPLETION OF CONSTRUCTIaJ, CONTRACTOR SHALL REMOVE ALL OElkATERNG EQUPMENT FROM TXE SRE, RlCLt/DMG WELLS AND RELATED TEMPORpRY ELEC1RCqL SERJI(�. EROSION ANO SEDIMENTpTION CONiR0. NOTES: EROSION M1D SE�IMENT CONTROL IS SOLELY THE RESPONS�ILIiV OF TNE CONiRACTOR. TNE CpRRpC7pq IS qEgppF�g�&E FOR COMPLVING WRH ALL qPPLICr1BLE STATE, FEDEflFL, HNO LOCAI EROS�N CONTROL RE($11,qTqN$ pNp SMPLL ENSLRiE THAT NNY STORMWqTER ANO NONSTqiNWATER OISCXARGES FROM TME SIfE DO NOTIXCEED TF� TOLERqNCE55ET FORTH M THOSE REGULATqNS. ER0.510N AND SEOIMENT CDNTROLS ME TD BE PLACED PRIOR T0, OR AS THE FqSiSTEP N COtSTRUCTION. THE EflOSION 0.ND SFDMENT CANTRO� MEASURES OUTl1NED IN THESE PIANS AfiE RFPRESENTATNE OF BEST MqNpGEEEM PRACTICES, AN� qPE INTENOEO TO MEET T/IE MINIMUM ACCEPTABLE STFNDRRD$ FOR EROSqN AND SED9dENi CONiROL AND ENSURE CDMPLIFNCE WITH RULES OF THE FLORqA DEPqRTMENT OF ENVRONMENTqL PROTECTION, CHM(ER 17-TSFAC aND THE LOCAL WATER MANAGEMENT DISTRICT. RDDRIONPL CONTROLS MAY BE NECESSARV OEPEN�NC ON SRE CONDITqN$, CONSTRUCTION PHASWG, RAMFlLLL SEVERITV, qND pCTIIAL EFFECTNENE55OF CONTRIXS, AN� SHALLBE TME RESPONSBl1(Y OF THE CONTRACTOR. R 5 Tf1E CONTRACTOR'S RESPONSIBa�1V TO FILE'NOTICE OF INTENi �N01) FOR STORM WATER DSCI7ARGE5 ASSOCIAIED WITH CONSTRUCTIONACTN(fYUN�ERANPDESGENER0.LPERMfI' (EPAFOFM45169ORLAlESTVER$pN�TOEPRANDTIOTCEOF NJTENT TD USE GENEPIC PERMIT FOR STORMWATER DISCHPRGE FROM CONSTRUC710N ACiNffIES (DEP FORM 62E21300(4)(B) OR tATEST VERSION). TI� FpRt15 5 W1LL BE FIIED 70 TFE APPROPRI4TE RGENCY qS MIDICATFD DN THE FOFAIS. IN RDORION TO TH5 PI.AN, THE CONTRACTOR SHPLL 9E RESPONS6LE FOF CREATpIG qlbl MNNTMINGASTORATNATQi POLLUTIDN PREVENTION PLAN (SWPPP) IN ACCORDANCE WIiH F�P REGIRATIpN$. THE $yrypp SHRl1 BECOMPlE1FD PRqR T0 THE SUBMIITAL OF THE NOTICE OF INTENT (NO1) TO BE COVERED U�AER THE �EPPATMEN7$ GENERIC PEqMR Fpq STORMWFTER D15CHARGE FftOM LARGE ANO SMPIICONSTRlKT7bN ACTNRFS. TXE SWPPP $NqLL BE RMENDED WHENEVER TXFAE IS P CHPNGE IN OESK�J, CONSTRUCTqN, OPERATION, pR MqW1EtLW(E, WNICN XAS q SIGNIFICqNT EfFECT ON TNE POTENTI4L FpR D6CXARGE OF PIXLUTqN15 TD WETUNDS, SlktFpCE Wq7EqS DF TI� STA7E, OR A MUNICpqL SEPARATE STORM SEWER SYSTEM (A7S6). THE SYIPPP qlSO SHNl BE AMENDFD IF R PROVES i0 BE INEFfECTNE ANDIDR TO INOICATE ANV NEW CONTRACTOR ANDIOR SUBCONTFiACTOR THAT W0.1 R�LELffNT qNY MEqSI1RE pF TF7E SWPPP. PROJECT DESCRPTqN: R. SRELOCpTiON THE SITE IS LOCATED PT THE NW CORNER OF GUIF TO BAY BOULEYRRD MA KpMER AVENUE AT ADDRE5520.70GULF TO BqY BOULEVARO W THE Citt OF CIERHWATER, fi B. PROJECTAREp THE TOTHL SffE NiEA IS 0.96 H-PCRES T!� AREA TO BE OISTURBED IS 096 *1- A�RES. C. EXISTNJGSRECIXIDRpN$ THE EXISTING CONORIDN OF THE SITE IS DEVELOPEO WRH CpAA�RCWL STRIIC7URES WJ0 PAYED PPRKp/G AAEq$, D. DESCfiWTI0N5 OF PROPOSED STORN WATEq MANAGEMEM SVSTEM STORMWpTEq RUNDFF FROM THE PROJECT MEA WILL BE COLLECTED IN R SYSTEM QF MLETS qND PpE RpUIm Tp q gNGLE qry DEiENTION PONO AT THE NORTHER EDGE OF TNE SITE WMERE IT WILL DISCHMCE 7F9iWGH A CONTROL $iRUC1UqE TOAN IXISTING FDOT STOIiMWATER STRUCNRE / T THE SE CORNER OF THE SITE (NW CORNER OF iHE INTERSECTION OF GULF TO BAY AND KILMFA hVENUE. E RECENINGWATERSM1NETUWDMEAS' THE STORMWATER MPNAGEMENT SVSTEM WILL OISCHARGE MLO AN IXISTING F�OT SiRUCTURE.IHERE ARE NO WETLAN0.5 OR OTXER SUHFACE WA?ERS ON OR ADJACENT TO TME PfiOJECT SIiE. F. STATE PND LOC/1L PFAMITS AND APPROVAlS'. TXE FOLLOWING PERMITS OR APPROVALS ARE REOUIftEO FOR THE CONSTRUCTION OF TME STORANJATER FAGLITIES FOfl THI$ PROJECT' • SOUTMWESTFLORIOAWATERMAPI4GEAIENTDISTRICT�SWFNMD) . CIlVOFCLEARWATER,FL-SITEDEVELOPMEMPERMR . F00T- ORNEWPY PERMR • F�OT - DRAMAGE PERMIT TNE FOLLOWING MUST BE OBTAINED BY THE CONTRPCTOR PRIOR TO COMMENCEMENT OF CONSTIil1CTI0N FOR THIS PROJECT' • IT IS THE CONTRACTOR'S RESPONSIBILI7V TO FILE TJOTICE OF MTENT TD USE GENERIC PERMIT fOR STOW.fMATEFt DISCXFlRGE FROM CONSTRUCTIpN ACTNRIES' (DEP FORM 62L21.�00(d��B) ORlATEST VERSION) TO FDEP. G. GENERRL SE�UENCING FOR FAOSIDN CANTROL i. INSTALIATION OF PEftMAETER CONTRIXS nN0 MYfT PROTECTION 2. CONSTRUCTION OF $EDMENT&15N 3. CLEARMG AND GRUBBMG 4. 517E GRAOMIG (r1L1 RREAS TMPT W0.L NOT BE WORKFD FOR A PER10� OF? DAYS OR MORE SNALL BE STPBILIZEO WtiH SEE➢PN� MULCH OR OiHER ACCEPrABLE MEqNS) 5. SITEDEVELOPMENTANOBUttDINGCONSTRUCTqN 6. FMALSTABL24TION. SEE EROSION CONTROL PLAN FOR qDDRIDNAL CONSTRUCIION SEWENCMG NOTES. AS PART OF TNE STORMWAiEP POLLUTION PftEVENTION PIAN (SWPP� PREPARED AND MAMTAINE� BY iHE CONTRACTOR, THE SITE CONTRACT�t SNALL PREPARE P CONSTRUCTION SCHEOULE. TNIS SCHEDULE SMPLL INCLU�E THE DATE GRpDING WILL BEGMI, iHE EXPECTEU OATE OF FINAL STABLLIZATION, AND TME SCHEDULE FOR NST/ LLATION RND MAHJ7ENANCE OF SPECIFIC CONTRDL MEASURES AS RELATED TO TME SCHEDULE OF CINJSTRUCTION ACTNRIES. IN G4SE OF DISCREPPNCIES, SEIXIENCMG OUTLMED IN iHE$NTPPSHRLLPREVPL ER0.SION COMROL BEST PRACiCES: i.CONSTRUCTION qCTNITiES SHWLD BE PLANNED IN PNASES WITH THE MMIMUM qM0UN70F LpND DISNRBPNCE NECESSqRV TO OEVELDP OCCIIPRING IN EACH PXASE IN OROER TO REOIKE THE EROSION POTENTIAL OF TFIE SITE. 2.PERIMETER CIXJTROLS, SEDINENT TRAPS, &1SM5, DNERSIDNS, AND OTHER ERWION CONTROLS SHOULD BE INSTFllED WiIOR TD PNV IAND DISNRBANCE M10 MABITAMED UNTK CONSTRUCTION IS COMPLE7E, FMqL STqgRIZqT10N IS ESTqBLISHEDlJw TME 5�1E INSPELTOR MhS RPPROVEO THEIR REMOVAL 7.CONSTRUCTIDN ENTRANCFJFXIT PPOS SHOUtD BE MISTAL(E� PfliDR TO ANY LAND DISNRBNICE ACTNRIES AND SHWLD BE MONRORED REGULARLY FDR EFFECTIVENE55 NJ MNIMVJNG OFFSIiE SEDMIENT 1RACKING. 4.THE CONTRACTOR SXALL EXCAVATE THE PROP0.5ED STORMNATER PON0�5) OR AN APPROPRIAIELY SIZE SEDIMEMRTION BASIN AT TME COMMENCEMENT OF GRP�ttJG PCTNITIES. 0.ND SHr1LL DIRECT SIIE RUNOFF TO TFffSE LOCATIONS TO NMIMIZE OFFSITE RUNOfF. S.STDRAGE qREAS, VEHICLE WASN DOWN PREPS, CONCRETE WASHIXIT RPEAS, WASTE Cq1EClION AND DISPOSFLL PAFAS, AND OTMER POTENTWL POLLUTIINJ SOURCES SHOl1lD BE CLEARLV DELINEATED ON THE SRE WIiH SIGNAGE S01HEY CM' BE EASILV �OCATE� ANO UiAIffD. 6.A PRIN�Al1GE SNALL BE MhINTAINE� ON THE SITE TO MONITOR RAMIFPL. EVENTS. 7.EROSION PND SEDIMENT CONTROLS SHALL BE MSPECTED WITHN 14 MqlFiS AFfER EqCH % M1CH RAINFALL EVENT AIID AT LfPST ONCE A WEEK, AND IN ACCDRDANCE WtfH iXE SWPPP AND ALL PPPLICA&.E STAIE, FEOERFL, r1ND LOCAL f�GULATION, qNV REQUIRED MAMITENANCE, REPAIRS, OR NECESSARV MODIFICATIONS T� TXE EROSION CONIROL PIFN SHPll BE MAOE IMMEOIAIELV. SEDMENT DEPO51T5 SHALL BE REMOVED NT1EN THEV REqCH PPPROXIMPTELY ONE-H(LLF THE HEIGIIT OF THE SAT FENCE OR EROSION BPRRER. e.ALL AREAS iHPT WLL NOT BE WORKEO FOR R PERIOD OF 7 OAVS OR MORE SNNl BE STPBNZED WRH SEEO AI� MULCH OR OTHER NCCEPTABtE MEANS. FOR VEGETPTED AREAS, PERMANENT VEGETATIpJ SXALL BE M5fP11ED IMA£DIATELV IWON COMPLETqN OF FMAL GRAONG. 9.STDCKPILES AND E%CRVATED MATERIAlS SHOUID N0T BE PLACED NEPR WETIAN�S OR WATER BODIES Mm SMOIRD BE ENCIR(XED WITH PROPEIi SEDMIENT CONTAOLS. STOCKPILES SHWLO BE ST�181LIffD IF 7MEY FRE NOT TO BE USFD FOR p PERIOp OF 7 DAVS OR MORE. 10SPECIAL CONSIDEflRTIONS SXOUID BE Tr1KEN WHEN CLAVS, MUCK, SILTS, A� O7NER FWE PMi1CLE5 ARE PRESENT ON SRE AS THEY PRESENT A HIGMER RISK FOR EROSIDN RND TURBIDIiY PROBLEAIS. �fFA T0 GEOTEpINIG7L REPORT RND RECOMMENOATpNS. INSPECTION AND MANJTENqNCE: A. THE CONTRRCTOR SHPLL DESIGNATE AN INDNmUAL RESPONSIBLE fIXi ERDSION ANO SEDCAENr CONTROL IN5TALLATION PND MAINTENANCE ON A 7A NOUR BASIS. THE SWPPP SMALL M/CUIDE TME NMIE ANO PHONE tNIN6ER OF TXE CONiRACTORS OESIGNATED REPRESENTNTNE. B. iHE CDNTRACTOR OP OTMER DESIGNATED INDNDUNL IS REQUIRED TO kiSPECTPNO MNNTAttJ nLL CONiROLS WEIXLY ANO WITMIN T4 NOURS AFfER A RAINSTORM EVENT N IXCESS OF 71NNCM. C. THE �SIGNATED MSPECTOR NUST BE P IX1RlIFIED EROSION AND �0.1FMCONiROL INSPECiIXt p5 OEFMED BVTHE ROqIOq DEPARTMENT OF ENYNiONMENTrLL PROTECIION. D. THE INSPECTOR SW1LL 8E RESPONSIBLE FOR MEETNG 1ME FOLLOWING OBJECTNES AT A MINIMUM: t. CONFIRM TXqT ALL EROSION r1N0 SEOIMENT CONTROL MEASURES ANO OTHER BMPS W1VE BEEN PROPERIY INSTKLED PNU MPNITAINED PER THE APPROVED EROSION CONiROLPLqN MID SWPPP. 2. CONFIRMTMATER0.510NISBEINGEFFECENE1YCONRiqLED. 7. CONfIRMTHRTOFFSfIE$EOIMENTATqNI58EINGPREVENTED. 4. CONFIfiM THAT NO TUflBID1TV IS BEING u'ENERAlEO N RECENMG WATERS. E. THE INSPECTOR SHAIl IMMEDIP?ELY RECORD ANO REPORT Al1 INSPECf10N fMDINGS AND CORRECTIVE AC7101S TqKEN AS 0. RESULT OF THE INSPECTION. INSPECTIDN REPORTS SNALL BE $IGNF11 qY TlIE �N$pEC7pq pN0 CON7ppC7pk pNp pE7pPdEp pN g�7E FOR FUTURE REFEflENCE q$ NEmm. F. INSPECTION REPORT FOpMS SHAl1 BE A PA0.T OF iXE SW PPP AN� SqA1PLE FOf11A5 CAN BE OBTRMFD F�IA TME FOEP. PROTECTION OF WETLAN0.S pND SURFACE WATERS: A IT SHALL BE SOLELY THE RESPDNSBAITY �F iHE CON7AACTOR TO ENSURE THqT 7HE Wq7FR WPiITY OF OONRJSiiffAN Olt AOJACENT WETUWp$ qND $URiACE WATERS IS PRDTEC7ED DURWG CONSTRUCTION qCTNRIES. W 1� CA$E SHPLL NRBID OR POLLIITE� WATERS BE �ISCHMGED TD ON OR OFF SRE WETLANDS qi OTI{Eq SlAifqCE Wp7EqS, B. WHERE APPROPRIATE OR WXEN RE�UqiED BY STATE, FEDERA� OR LIX'ALAGENpES, OOYMS7pEWd qE(�MNG WP1ER5 SXHLL BE MONITORED TNROUGHOUT CONSTRUCTION FOR TURBIDITY AND PH. A BqCKGROUNp $PAIp(E yy1qLL gE 7pxQ� pqpp 7p COMMENCEMENT OF CONSTRl1CT10N. C. EROSION CONTROL ANO TURBIDITV WNTROL MEASWiES SMRLL BE IMPIENENTED pND ANMTAMED NJ MCORDRhCE WIR7 THE SWPPP. GENERNL BEST MANAGEMENT PRALTICES INCUlOE 7HE FOLLUMM&� t. ER0.510N SHFLL gE CONTROLLE� AT THE fURTHEST PRACTICAI. UPSiRF�W LpCqT�pd; 2. PFAMIETERERWIONCONTROLANDTt1R81IN1VCONTROLOEVICESSXALL8EIN5TALLEDPRIORTOPNYLWDDISTURBqNCEqNp SHALL REMAIN M PLqCE UNTIL CONS7RI1CTqN IS COMPLETE, FMIALSTABWIATION IS ESTqBLISHEp Mmllff SRE MSPECTOR M!5 APPRDYED THEW REMOVNL: 9. ER0.SION CAN7{tp� INIET PROTECTION SHRLL BE PROVOED FOR ALL NEW qN� EXLS77NG STORIM/ATH2 M1E75 M9IXRFql1 STRUCTURES. PROTECTION MEASURES SHALL BE EMPlDYEO NMIEDIATELV UPON INSTl�tlpTlpy pF THE yTppMY/q1ER STRUCTURES AND SHALL ttEMPN W PLACE 11NR CONSiRUCTION I$ CpMPLEIE 0. NO FCTNITY, WCW DWG 8UT NOT LINREO TO IXEARING AND GRUBBING, GRAdNG, STORAGE OF C-0UNMENT OR MRTERINIS, OR nNV �1XER IANp DISTUR6ANCE OR CONSTRUCTIDN ACTNITES, SMALL OCQ1R W17111N THE PRpTECTryE gUFfFp qqEp3 pF WERFNpS AN� SURFACE WATERS AS OELNJEATEO ON TXESE PLANS OR AS IffpUEIEU BY qNY $7ATE, FEOEqpL OR LOCr1L AGENCIES. E STOCKPLLES PNO EXCAVATED MRTE(iIPLS 5H0ULD NOT eE PIACm NEpR WERqN�'u pR Wp7ER gpplEg qNp SHa1�p gE ENCNiCl.EO WiTi� pROPER SEOMFNT CONTRIXS. f. PMKINGANpMAWTENANCEAREASFORCONSTRUCTIONE�UIPMENTSNNLLBEOESIC.MEDTDPREVENTOR,GREASEMm LU6RICFN7S FRON DISCHARGING INTO SffE DRqINAGE FEANRES INCLU�MGSTORMWAIER COLLELTIDN NA1FiEqTA1ENTSYSTENS. COIJTRACTOR SHI1LL NIPLENENT EFFECTNE MEANS DF PFEVEMING SIICJi OISCMMGES. SUCMlS: 1. ENCWCIf qqEqS WRH SLLT FENCES OR SlT OX(ES; 2. CONSTRUCTSEDIMENTSUMPSWtiHiNTNEAREpSpJpf�ERTOCON�AMSPILLS; 3. UTILIZE AB$OR9ENT fLLTEN PA0.5 TO CLEqN I1P SPIILS INMEDIpTELV AFfEP ANY OCCUR0.ENCE. G. INSPECT AND MAWTAMIl�l1 EROSION AND TI1H8101TV CONTROLS WEEKLY ANO Wfft11N 24 Hq1RS AFTFR ARqpJSTORW ElEM ttJ EXCE55 OF 72-INCF7, CONTRIX.OF WIND EFOSION: R. fUG1TNEW5T5HALLNOTBERLLOV/EDTOLEAVETMESf1ENM110.EUN0ERCONSTRUCfION. B. BARE EARTH AREAS ANO STOCKPILES SWALL BE WATERFD. COVEFED, OR VEGETATED TO PflEVEN� EFOSION MID FUGRNE p1ST EMISSIONS. WATERNGSHRLLBE�ONEDARY,ORATANMITERVpLqPPqppq�q7EFppMqIN7qWpMap15T(%M'IryrypLqUT$M/yyHpT CAl1SE N'R1ER EROSION OR lU�ffV N NEARBY WHTER BOOIES OR STORM SYSTFJAS. C. 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W�w � 2 r F.W. Dodge Plan Room Tel: (615) 884-1017 .. • r PARKING INFORMATION ITEM REp11REMEN7S PROVIDFD BUILDMG SRE s i/z arso�noEO �or �.xi s� nRV, �2s.ee,) PARKINC REWIRED 5 PER 1000 SF Of 77 SPACES CRO55 FLOOR AREA; 37 REWIRED MIN. PARKING DIM. 9 FT x 18 FT B FT v 18 FT NIN. DRIVEWAV MDT1 Zy F7 2� F7 HANDICAP SPACES 2 SPACES 2 SPACF$ LOADING SPACE 1 SPACE 7 SPACE REFERENCE IS MADE TO 7HE tl7Y 0� CLEARWAIER 20NING ORDMANCE _ PAVEMENTLEGEND �I�IW.T PNYMG - SEE OEfNL 5/C1A (/i7ERIMTE BD) CdCREIE RN7C - SFF OEfAI 4/L7A • � fAMfRIE PMt6 - gE OtTN 4/C1A SIGN LEGEND LEGENO OTY. �� 2 �u�D 3 � � ONLY BULK AREA REQUIREMENTS �oc�na�: zsw c,ixr ro s�r eou�v�Ro CLEARWA7ER, FLORIDA 20NE: C - COGGERGAL USE: REiNL PARCEL NUNBER: 18-29-16-OOOOD-130-0400 IIEN REpU1RE1AEN75 PRONDED YINIMUM LOT NtEA 70,000 S.F. 47,989 S.F. AIMHMUM LOT FRd/TAGE 100 $.F. 1W Ff MMIMUM FRdiT $EIB�q( YS FT 72 FT AIWNUM SIDE SEIBACK 70 FT 70 R M%JIUUM REM SE7BACK 25 Ff 92 F1' M�%IMUM BUILDMIG HEIGHT 25' Y�)OMUM 19 FT R6ERENCE IS MME TO iXE p7Y OF ClEARWA7ER 20NINC ORDNIANCE exirnwc vROnosen INPQtNWS ARE� 34,071 S.F. 19,88� S.F. PQtNWS AREA 5,213 S.F. 14,734 S.P. BUILDING AREA �,7)5 S.F. 7,381 SF. BEFORE YOU DIG ! CALL SUNSHINE SfATE ONE CALL OF FLOR[DA AS LEAST 1W0 tVLL 6113LYES8 DAYS BEFOlE OICGINC OR DISILIB�VG FAY1H �� K� w� n�aW. 1-8001132�770 Call eetore you d'g. I � � 60.0] 60.2C 59.]a y� _____ ci a�9 g 60.9) -6T.-! - - - - -FJS -(`Ir �.� 60.i3 - - - - - � 61.)5 I 61.9t i �i� i i I� � '� � ; GENERAL NOTES: ��. 1. Property line and right-oi-ray monumenls sholl not be disturbed by '��. � conslroction. tt disturbed, they shall be reset to their aiginal laations '� at the Contmctor's ezpmx 6y a Registered Land Survqor. F ' ' 2. Proof Roll Building and all parking areos. Notify AutoZwx Inc, of airy 'a � unaceptabk areas. � i sa.a ! 3. Buikling dimensio� shown on the Civil Ergirieering Plare ore for o, ' , refermce purposa only, CoMractor sholl use the Architecturd and � � StnxWral Plans tor exact Building dimensipns. I � . 4. NI sfle dimensions ore referonced to tAe face oi curbs or edge ot . paving unless otherwise noted. �� ', 5. NI sidewalks, curb and guHer, street paving, curb culs, driveway � . aPD�ha. hn�dkoD romps, etc. constructed auiside the property Gne in � ss.os the right-of-way sholl rnnform to all municipol and/or State spec'rficalions i,. and roquiremmts. . � 6. All disturbance ircurred to arry adjoining properly due to construction '�. � w demolition shall be restaed to the previous conditan or better, a� to . . tAe satisfaction of tM1e City m State Authority. � �� 7. The Cor�tractor shall pio�ride �-BuiR records of all construction �(includirig undnground Wil'dies) to AutoZone Inc. at the md of ut.ra � construction. '� 8. All Dimmsions to Face d Curb unkss otherwise noted. �51 9. Radii 3' unkss rroted. ��3 �S I I 6l. i6 I.. .. 1 60.52 ! i � i i I ,... I'� 61.56 I I i i 7�S � � I I ? STORY BLOCK i FFE=6287 i HE�GHr=14.0 I 7 STORY BtOCK � F�E=6%.53 I HEIGHT=I4.G' 61.]E CC b-[./6 �p i6149 61.42 62.6) 61.38 �622� ' � 6t.26 � � � � I �7 � I i � � I 61.]8 �' � i ''... �.G S �.�e fi0.[] fiOBT 60.16 a�. r�essr- 60.16 � 60.06 Cc � SHEiLEY SrREEi 60' R/W - -�- - - E/P m- so SDO 24 � 74 4' � �� 25' 9UIL'JING SE'HACK 82� (BOC) 19.17' 1 t2 ( 5 ` 'S�� •� � 14 ti5� . • 9 m O _ � � � 7.83 R�S' - E- 2t c� - 35.0 0 78 � � / \=/ A.e. � .. / . �� L%J � 10.00' 1 w rv: n ' S_5' ' � / / j BLDG. AREA = 7,381 SQ. Ff- I FINISH FLOOR ELEV. 61.50 � PARKING SPACES = 37 � 80.90 - _ 61.03 � � ! j lODO' � 8(DG 71E i � i I6:.06 � 90.9� � �5 61.00 _ � 4' 60.36 � ^ Z1 � � � ��. � � - � KEYNOTES � BuNding & Paving 13 � � O Concrete arb - see details 1 Qe 2/C1.A 14 / Ij O2 Concrete povinq - see detuil 4/C1.A Ezpansion / and Control joints - see details 21 & 22/C1.A Maximum spocing for CoMrol joints is 15'-0" o.c. , , I 20CI1 WO)'. �j I �ii I O3 AspYwk poving - see detail 5/C7.A � G.C. to provide akemale bid for concrete paving 24 II� �, � O Hundicap parking areo - see details 6& 7/C1.A I � O Hondicap poricing sign - see deiail 12/C1.A � �� O�pe guard - see details 74, 15 � i6/CiA � Q7 Concrete IigM pok base - see deWil 13/CiA I Locate 3'-0' trom bak of curb or sidewalk to '�" � cmter M base. tim light fixture in dircction as � indicated. 13 , j� OB Concmle sidewalk - see detail 19 d 20/C1A for � j sidewolks around building. i ' ' Q9 Dumpster layout - 6' high Masonry exlosurc w/ � ' gata - see detnils 8, 9. 70 d� it/C1A w �I 21 I WI I.. t0 6'-0' long concrete wheet stop, pinned to pavement � I - sce detoil 17/C1A Locate 2'-6' from face of I curb or sidenolk tS i � t i i 11 Pybn siqn - 2' x 10' z 14' Igt. See signage �' ,,� i� drurings (Under separate permit) :� 'f � � �' I �2 4' wide porkirg stripe painted Nhite (typ.) � - I ! 73 ADA detatobk waming pad. Min. 2' wide � i I �`�L,', � I- 74 Caxrete fardicap rump - mazimum sbpe 1:12 ( �;� '� (8.335) (per A�.A requiremeMS). Mm�imum cross � i ,� �f I� slope 7:50 (2.DOS) ;; _ , ,: � i � I 15 � londscope area - praide sod mM 3' topsoil - ' .�i j . see sheet L1A for addilional i�omation i! i � �' _ I� �5 Sbpe grade from back of curb down to malch the �,� �'` ,.� exisling grode 9 property fine. � I �, � 17 Do�m epouts 10 be piped to stortn pond. � � �, � ; � sn� ci.i : ; i � '� I � 78 rJ� % 5� COf1CIEtG � i � I i � ' �g Slope end oi curb 4:1 I� ; i O Stop Sign - see detail 26/C7A �i� i ! yi i � � 27 Prnertien! rtarkings - see detail 24 k 25/C1A , � i i � ` O IkM curb cu[ g approach per local codes 8 specs. I�, li� I I � ' W "�'' , 23 Nnr roncrete curb de gutter to meet ail locd de i� . state �.O.T. requiremenis-F.D.O.T. type F curb. �I � I i � j '�, 24 Ne�' sideraik to meet oH bcal & state D.07. �� i requiramentr. Dctail C1.6 �i �' i 1 i Q Curb Romp CR21 per F.D.O.T. irdex 304 � i I � �I ' Y5 F.D.O.T SigM Ysib�i(y Triangle per inden ��I II i� f i � 27 Typc 'D' Coxrete curb per F.D.O7 index 300 �. � i i i ; Q R'ghi Tum Onry Sign ,'.. I � i I { j Q 20'X20` xte �fisibility Triangk II l� ! ' � j �� ''` ' Q 72'X35' looding Zone. Shown fa plaen'mg ony, do � � rrot paint. � `' ----�---- --y----- ------- I �� C�� F.XIST. SIDEWALN �� . o �� `0�� 1� � ��11 - p �� V � II� � � �I � I � � ��; m (iF�i �1j �� \\� IIP. '��L`� C��,��, � � � �I � ��I � �� 'I � �� O N Z� � � j 115' y� 18' , - �--1 io \o• Z �5� UILDII�O CK I �� O ` I � 3D' NRNING RADMIS -; E/P E/P - - E/P_ _�_-- - r.: a �) f�l I J �. �=.1-U� L.i� ��i� ' i��' �'i��,��':�i�i�!,;;�(;' � 4{' �---- � U r a,co 0 �U�c ,� o � rn - 8 �� U LL�o �`� � � O rn C � � � � ~ 0 m E � �yrn�°o 0 � � o o � o ° d`��a ; N �� ,d rn � N � C V ❑ O � a m D 0 o ao w �o m �� E m � �d�`o3 O Q � F-- LL LL � Kinney En�neering, LLC 2573 34ffi Avenue N. St. Petersburg, Fl. 3371; 727-527-1526 FL COA N30311 � � � � � O � O W H ^�' � W � O a w � O � rO^ m vJ Q W O N � ��z � � � � Q<f N oa a m ? LL ,``�, � 1 ! 1�1 � �'� �' �o� �j /� (!, <�� • •�� / i �✓ .�� wI \ t � � � � � � q, ` • � � � � • �% � N c � � ' W . � �• � � � � � o � � � � ' � �' (� : < {� • � tA '/' (� •� � ✓ �� • �� /� � ' � � �~ ��s i � ��! 1 �� 3. 4. 7. 5� �� C 1.0 0 '� �GRADING 8� DRAINAGE LEGEND . SfORY 18E (SF PLW FOR 5� %9.o en svo� QiMnox l0V lOP OF G11� 6f11 B�ffOY OF q118 �i F1011011rtCIlON - - - MGH P0111! � 1�6E WE RM SCHEDULE Qommc aia �r m e� imaYm IERACE 11RN FDOf 1YPE e NET IiIP lOP fllY. � 5E.08 IqpfH NY. . 5{.80 EIl SOUiII WY. . 5242 Q 17 LF. » 1E' flL4 O�I.O i rQ °u��u sn�uciwc (s� °cr� lOP fllV. - 87.00 NORfH NY. ElEY. - A.W ��.�..�.� � li LF. . �S RCP � 0.0D i 7�- rn[ 'C x�.r r�i foor ��t i3i ioP EiFV. = sevo xqnH Nv. F1EK = SI.m $qIIN NV. QEY. = ii.00 � i� �r. - is• acr e aao x TQ- IYPE L' RFT � �oor r�x asi � �V. x �.� xoinn Mv, oti. - s�.ro wun� Nr. �v. . s�.ao � u�v._�rur�aaox � nrE r Kcr PFA F➢Of IlE( 732 ,��._�.� �,.� �.. �.� �.�. �.. �m T-1 75 LF. - 75 qff � 0.0D S T4 15' 1ES PER FDOf A�Of 277 tOP EIEV. . Sflm StRIIH IN. EIEY. = 57.00 r-, e' wc � wnEr Mv. F1EV. S SBAC ra uv.-e-a�coasox r-� +s-ocs mw wm aEVaur ,s-o s �. �. _ �, r-i �wit.-sAC�osox T-1 0.&Wq)f IIN. FIEY � SS.BB 6�.)5 --_-60.9) �-6T- 91 i @l:➢ � m 80.0) 60.20 � 59.84 59.9a - - 60.2J - - 6 60.5� wI w I U � � `� u�j W oj m�Q II �O �61.0; ci.n OW6� �o h�� I UI 0 _ � � I I � � 5�.25 I 61.51 fi��r�61.pg 60.65 61.18 CP 6T16 6i48 60.49 62.51 6�.53 j I i � I3 Fc ' �� 6t.56 . 6].6� 6 -�, 6(.1Y I CP 9 � 61 ' STORY @LOCK FFE= 62.87 NEIGMT= r a, 0' n 59.]6 59.6] � SHELLEY STREET 6G' R/W 59.9d 59.82 - �- 59.59 - 59.!6 i9.T9 E�P 59.08 SB.69 I 59.92 59.6t 59.32 59.24 59.24 . .94 SB.88 59.6 59.5 59.J I 58.80 se. �a - _ _ 59.] I � � i I � .m\ c°.s - - - " 1 ��.. \ 60 i�., TOB 61 ��. � i i se. n '. � 58.98 I �.58.86 I � 60.95 I I g � I E0.�.� � � ' $T-1 58.90I j � ' i r� � I� o m �o �o W. i i ST-1 � . 61 . ' �' � - . . . � � � ' ' � I : 8t '+ 4 ` ��r-� . �.. , i9 � �66 6615� ' • �'. ± C� °•^• . '�. 51 i � , GRADING NOTES: soso suz; •'�. •`' "4 • '. cie. w�° i° � I �'. .••. �I' e .��' . �� '� ' . �.� �.� . . . .; . : g � ., , .: . . `'� s . � � ° , .. ... i i - 1. Topsoil may be stripped and stockpiled for use in finai landscaping. �', � _ 81:/Oa�....� �e �80.6�. � �.j. ' � 59.6E�' . . . at.lo� . . 6110 � �: B. .� ' ..IB'.� B � '' 2. NI site �rark. materials of construction, and constructian methods shall '�: '..t .; :y �� .'�. � , . i I � confortn to the Specificutions and Details und Applicable Sections of y�-� _. �;,,�.'i° :�� ,.�. • .�..'! v��•�.'�`•:::. ,:..;'• - I : AutoZone Inc., the Cty M Geanrater. and the State of Florida Depadment of • :�', 6 qe... ..° •. y�;p 4.' S� ' .; � . j�� 59jJ •. WI . hansportation Standards. NI filf mataial u�der structures and paved areas st^�. .{�. �. .''� -�• ,.: � • ..� +' a I I shall meet the requiremmts of the Geotechnical Engineers Engineering • i� � • � . •; � .• ,• �;s• %"�•� • � ..�.' T :. . � . . .,; � ' Report, dated Aby 30, 2013, and shWl be p�oced in accordance MiN Ne 5p,� yp� �. 81. ,q .. . : � , •.t A.'' �� ' � ., i .� ' ` , �x ' sese I sa. �s 58.65 ,,, �QUIfER1Efl� Of tM1E DO�I under the supervision of a qualified Professional - � ' 'neer Compaction shall be 95S maz'm m modifed or d � w. n �'�3 60.J5 60.4Z � � I ; ' � � PSI i 61.9Y I i I I � I �'� � � I � 60.90 5p.p� yP 61.J9 61. n 6t3J 6h�1�dJ I 60.]B ; I 5T�1 59.91 i 1 STOR?' BLOCK i �E=6 i.53 HEIGN?=?4.p' ; )6 �C 6I.)6 �p I 61./1 62.6] s,.� cc � m �. b221 61.26 � � I i �«�� I �,CPS� i Is,�� I I I � � I �� 60.]B 604]� fip.i6 � 60.06 60.14 . ..� • .;� . •Q� :��o :0�,3.:: _ 9 1 ' �• SIV14T1 � a �.� BOTId1 � 58.5� ��K 4'%B' FDOf TYPE J BOIf Mi0 iDP. SFE fDOT INDEIf FDR f�I1FOR� (%1NCRllE SCI�YF 1 � i � • i i j BLDG. AREA = 7,381 SQ. Ff. 1 FlNISH FLOOR ELEV. 61.50 � PARKING SPACES = 37 � 61.06 �� 6*.3Si.05 59.]6 D s�.J1 60.9� 61.76 �Bl.li 6Q85 61.0� �� BO.B.i Qd� I I60.J6 �.$ 87. �� i.a� 59.70 Si78 SB./fi � �.m % .�Z 39.3 $y,18 _-_-- � _ -- �� . /��p.yti s.sz �? 59.•9 ' �•� ' � � J 59.�T 58.]9 ' �_ 58.P3 r�� E/P s�.a �'u se 59.1) 91 60.2J 59.�5 F�P 59.q! 60.SJ . 60. 1 60.90� 60.I6 D 59.63 59.59 _��_ 599 / _ 59.13 ws� _ __._-�-_ 60.43 59.9i 59.4G b.l� y'yl 1 u I PfOC� lI151� PG( �� i � ASTM D 1557 MiUin 3 percent of optimum moisture cwdent. M ST � - � ' 3. The Contrada shall obtain a copy of �C�Iff�'6P� s�iBA'�f8F�4o gaqp ,,"!> i �. Report dated May 30, 2013 and prepared by estLab. Inc., ..; ata r.: I� '' ' P.D. Box 1573T. Tampn, R 33684. .� �yp� � _ � �� the report for paremerit, foundation and slab, placemerit, wnstrudion and � 6t25 �y � �;^ ' , daign criteria � s � �� I ��,.• I i�-_- ' 4. Per Geotech Repwt existing rat'ne soils unde sidevalk adjace� to I'=' � ' Ne building shall be undercut nnd replaced oith compacted, clean granular a .. i.� I� �� i fill (a99regate subbase materiaQ. The undercut trench sidevalls �all be j � . i I �+.�' , �oped rw stceper than 3H:1V. I I' � I �. I i �/ �� , ° s s mma g � i .. . , ' n �'. �. �� I i a ¢ wac a�u r¢ woe • •� � � 61.26 � „' � �� __ a�J___ � _______L_____ eom 61.�s �' �� j I . ¢"� � 1.10. � y' W.7D I � I � � q� I � '�92 � SECTION A-A n �� I „ - n ; KTS s I I 81.10 � i1./0'ed 80.80 r I; � i � fi0.90 80.9wD `� Ij� ! I I p I� � �I I � I I� sJt SMIBt � I � ;' I I wcE a u�ne ��w i w� � - _ � , � a„ a I� � i ��1��, �,� �I j ; ; ; SECTION B-B ,�°�°{ � , - � j 5H.33 69.66 � 58.2 � � � � �• , i � a > 5T5 .80 t � •'� STd � i i �' a, S�EYkl A "^ '°� • R V �� 61.03 ~ � �'. � � � � 5 S 5 � PWIi � ea1o� ws� � � i � � 'I � _� 4_ � maw� ¢. s�n a � w n. n � �.. °. . ; +� . --- maw i �� i � �� I 1 ��G�9.IJ �� + ( �i � ; �� M�.s� , � i ' j � �.,e ~` °'� � � C i�.z� � :� � � � '� a", T 3 � � � - ti'�� s �� SECTION GC � srz � � � a ` . a a se m 5a. � � --- �u r'�1 . >.9��_--i _-__5].�B - \�__'--_ ��+��9 SJ. �� 5>92 SJ.5G 5].62 ' j SJ.Z6 sr-� � I 58 50 �,R. �f:f-i��LF � 1� ��" �C�t;LE�':�RD��:)i1` R �.�` - �� _ 5916 BEFORE YOU DIG ! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEVtiT l'N'O NLL BUN:V6S DA15 6CfD2E DIGCIN(:OY DISI'Ui�iNC E1B1A � Kl10M' WhBY3 bEIOW. 1-800-432-4770 Call �ore yo� dg. @ � � C O �U� C � O � . H ° E �' U^ LL�o o� i � OQ� � C � � � (� ~ W^ m � LL � � m 0 Y N ` � Om � O C � � ao V m N`��,°°a O LL~-�°' �.I �L O� � � N a�m� Qm m �i ��I�LiIL �^' W 4 � i � � i Q vJ Q► � N O � �� ¢�i dm I�il� / L.L W z Q � .. -i a {� N LL / � : (,.Y. 3� '"' �y'• ��i � � �.`i� b • � � �-- � R isi N a• °� � � 3. `� 4. 5. 6. CHECKEI 7/1 C1.1 n sw - sw - s�y - sar - yy� _ s�y 5r s�x - ` I 60.O1 ec.zo srrs esxcbunr � z 'BOx cUB� IDO MtEr" EtEVnilPV a Sa.�s so w ea 6�.9.r__---_60.9] 6T'-__-- _6�.X 6 t0 ___- 6J.�4 ' 6�.J5 -��--60.23 I 6i.9� -� �- 6 5 14 3 2 F 12 8 9 �� Q o� � �' � I I I I w I ' I � �o I ryl �v�jwoi m� NJ^Q� �, _I� � i 6J.04 fir.)2 I O iw O� WATER CONNECTION DETAIL � i ! `^"p2 I � � ' � LEGEND - �- - � - sa�rran uNe _ � �� C �� wnm� w� ass��r s a�ou PRESSURE BqCKFlAN� PREVEHfOR � cn� iuv� � c�nNarr DEfNL Ct.0 8 ELECTPoC MEfER m rnaris��2 Note: Ail Utilities including individual distribution lines shall be installed underground. BEFORE YOU DIG ! Z SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO F\JLL SUSIIVESS DA55lEPOYE DIGCINC OR DI6TUY�INC EARTFI � 1 KmwwFefs bCIOW. 1•800-432-4770 CaA nerore you dy. 6J.JD �I� '� ! � ' I ! ! � � 6i.25 j . 63 U9 U � 6�.51 Z � 61.{B � . CP U � e I CED � i � 63.13 82.'6 61 48 i 80.99 -i i 6T.51 eis3 � I I� 61.1�� m I I6Z69 I ( � 6�.56 i f i ^ � 5 6266 6t.42I 63.SI � ��P � I 6'-4� I PROPEftfY " � 61.01 I U u�i � -� 61.09 60.65 � £ I � I so. n � 60 JJ I I 60.4� I � °c� i I � I � I 60.90 8 _ 6i.16 6�CP �� 6�.OJ I � sroRY e�ocrc i FF�=sz.a� HEIGHT=74,0' 1 SrORY BLOCK � F�=oi.53 HE�cNr- ra.o' "� i I� � � i e 6I.)6 �C 62.16 . 6t.4Z �61.06� 62.6) �MP �: 1 61.JB CC 61.J9 fi2.21 6t26 I.� 60.9) � 62.9P� m i � � � I I 61.00 !� � I I I I �7C PSI I I � '-� I i I j � I ' � ' i � a,� -'S;.]B � I � � � 160.3E � szs � I � j� � � �� I----- soo-- � -�� -- � -_ �vn-- - sw-58. s0.a� TOP-6 6/ ' ��CfA1=56.00 � 6006 � i W INV �'WYC=5J.18 i E INV B"PVC=53-75 � BSNCNIGRK /I � 80.Y'M ON CUIN M � 59,>6 = ruw ee I I SHELLEY STREET 60' R/W � � _ ,_ = SOC V� _ � - - G `�I J S� � � / � � � ,1� �\ � BLDG. AREA = 7,381 ,SQ. Fi. FINISH F100R ELEV. 61.50 PARKING SPACES = 37 ! � �. a I - - - € �-� � •I S .� � - � �Y\ � �;t � zo°PUw � 2 3 � E� TpPa58.29 � I �� E !NY B�P�C=52.50 I. W !NV 8'PVC=52.5! '. ' 5 INV B�PVC=52.99 ,j Q 1 � I e/a - �� - _' _ �__ � �� I 1 ---� �. �I i I � ;� i � � I �� I � i � � � i I � i� � �i � � � , ,.. , I� � �;i � y, I�iI ; � `�+� ° -a- . _ � il � J I I �� I � I � � �I U ' �� i� �' 1 �i I I �� i 1 i ; l� I � 1 r �� i jl i � ' \ - - � - I _TOP=S].72 J S INV 18"HCP=52.42 H� j �.�. �?l�-��,�.� ��.� ��' ��,'� �V:-�:�i��;�� %��% m � � � g� I I. I � i I i � � \ � - �. o �o a SANITARY SEWER SCHEDULE 0 CONNECT TO EXIST. MH 0 INV. ELEV. 53.00 o S�F.4•��R�� ❑3 a• as wrE w/ c�nr�our o mru. aEV. s3.oe ❑4 68 LF. 4" SDR SRNRARY SEIMER �s a• as w,� w/ ctEwour o itrv. aEV. s�.�s ❑6 60 LF. 4' SDR SMlffARY SEM'ER ❑� a' �v eao w/ c�iwour A nrv. a.EV. sa.3s 08 136 LF. 4' SDR SYlRARY SEWFR � a' sa� eerio w/ c�,wour o mv. aEV. ss.os io 20 LF. 4' SDR 9WITPK4 SEYIER 71 4' CLFANOUT 9 INY. ElEY. 55.92 POTABLE WATER SCHEDULE ; � s� wnm� crn+NECnoN oEra� (n+�s sr+�) � i Q2 PROPOSm CONNECfION TO E70SfING SERNICE ; 3Q akoPOSm ,• wc PR OO �ov�sm ," ,� �� 1 � 05 PROPOSm 5/B' MAIER MEIIIt ASSEMBLY (SEf DEfNL) �� 06 PROPOSm WhT}R REWCm Pf�SSURE BAq( FLOW PREYENTER .� !,� �� • � ,. Q7 PROPOSm 1' P.E. lU&NG ` ; G. 1 ' 80 PROPOSm 1' PYC IRRIGA710N LINE � + Z � � : � QQ artoPOSm t' 9v e�o = ;� � _ �o r�ovosm i• iaRic�lrroir ►��roi nss�a�Y (s� n�ra�) I a/ R . � �• , ' 11 PROPOSm IRPoGAlIINJ REDUCm PRESSURE BACK FLOYP PRE4ENIEI� vn�' � \ 1Q PROPOSm 1" P.E. TUBING TO IRRIGAl10N SQtYICE /� I� �+\\ -------------- '��l� - - � - - - - - _ \ � � � � 319.83 FEEi BEIWEEN MANMOlFS � V � � O O �iU�c ��m o` e � '� o ., E U `� LL � p O � �°o� c _ cn caD+� F /�� m ° E �H LL O N y � ` � � S � `mm�a N ° � '� �� m LL��, � O J L 0 C O _ ��a�m❑ ��.. � � Q �� I- l L LL � Kinney Engneering, LLC 2573 34th Avenue N. St. Petershurg, Fl. 33713 727-527-1526 FL COA k30311 �J �^` � W � � O J LL O W F � � Q a w J � U � O > J .�, m � a N a O � J � � � �' ° J � rn v a Q 7 N 0 0 � Z � �' J m o { �1�iil�a�/♦ � a�• • i / � s ` C n O _ � , �j* t d� � J � 0 REVISI S ,; q....•• _G . � C1.2 SEQUENCE Of CONSTRUCTION AS PART OF 7HE STORMWATER POLIUTION PREVENTION PLAN (SWPPP) PREPARED AND MAINTAINED BY THE CONTRACTOR, THE SITE CONTR4CTOR SHALL PREPARE A DETAILED CONS7RUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE THE DATE GRADING WILL BEGIN, THE EXPECTED DATE OF FINAL STABILIZATION, AND THE SCHEDULE FOR INSTALLATION ANO MAINTENANCE OP SPECIFIC CONTROL MEASURES AS RELATED TO THE SCHEDULE OF CONSTRUCTION ACTIVITIES. THE SWPPP SHALL BE AMENDED WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A S�GNIFICANT EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO WETLANDS, SURFACE WATERS OF 7HE STATE, OR A MUNICIPAL SEPARATE STORM SEWER SY57EM (MS4). THE SWPPP AlSO SHALL 8E AMENDED IF IT PROVES 70 BE �NEFFECTNE AND/OR TO INDICA7E ANV NEW CONTRACTOR AND/OR SUBCON7f2ACTOR 7HAT W ILL IMPLEMENT ANV MEASURE OF THE SWPPP. IN CASE OF DISCREPANCIES, SEQUENCING OUIl.INED IN THE SWPPP SHALL PREVAIL. t. INSTALL INLE7 EROSION PROTECTION ON INLETS TO REMAIN, AS SHOWN ON THIS PLAN. 2. INSTALL SILT FENCE. TURBtDITY BARRIERS, AND O7HER PERIMETER CONTROLS. 3 INSTALl5TA81LIZED CONSTRUCTION EXITfENTRANCES. 4. CONSTRUCT 7EMPORARY SEDIMEM BASIN. 5. PREPARE AND CLEARLV DELINEATE POLLUTION SOURCE COMROL AREA SUCH AS MATERWLS AND E�UIPMEM STORAGE, STOCKPILES. TEMPORARY PARKING, VEHICLE WASH DOWN, CONCRETE WASHOUT, EQUIPMENT MAINTENANCE/REPAIR, WASTE COLLECTION AND DISPOSAL, FUEL STORAGE. 7HE LOCA710NS OF 7HESE AREAS SHOULD BE DENO7ED ON THE SITE MAP AND UPDATED THROUGHOUT THE PROJECT CONS7RUCTION. 6. CLEAR AND GRUB 7HE SITE. WHEN APPROPRIAiE, CLEARING AND GRUBBING SHOULD OCCUR IN STAGES IN ORDER TO MAINTAIN NA7NE VEGETATION AND REDUCE EROSION. 7 START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. BEGIN SITE GRADING. AS CLEARING AND GRADING PROGRE55, 7EMPORARV SEEDING AND MULCHING SHOULD FOLLOW IMMEDIATELV FOR ALL AREAS 7HAT WILL NOT BE WORKED FOR A PERIOD OF 7 DAVS OR MORE. 9. INSTAIL UNDERGROUND UTILITIES SUCH AS WATER LINES, WASTEWATER LINES, POWER UTILiTIES, STORM SEWERS, AND UNDERDRAINS. INSTALL INLET PROTECTION AROUND ALL STORM SEWER S7RUCTURES AS EACH INLET STRUCTURE IS INSTALLED. INS7ALL CURB AND GU77ER. 70. AREAS TO BE VEGETATED SHALL BE PERMANEN7lY STA8ILIZE AS THEV ARE BROUGHTTO FINAL GRADE. 71. PREPARE SffE FOR PAVING. 12. PAVE SITE. tNSTALL INLET EROSION PROTECTION ON INLETS AS THEY ARE CONSTRUCTED. 13. FIIJALIZE GRADING AND PERMANENTLY STABILIZE ALL AREAS. COORDINATE SODDING, AND PERMANENT VEGETATION WITH lANDSCAPE PLAN. 14. REMOVE ALL 7EMPORARV EROSION AND SEDIMENT COMROL DEVICES ONLY WHEN CONSTRUCTION IS COMPLETED AND SITE IS COMPLETELV STABIL2ED. SPECIAL N07ES: 7. SEE SHEET C0.1 FOR APPLICABLE EROSION CONTROI GENERAL NOTES. 2. SEE LANDSCAPE PLANS FOR PERMANENT PL4NTING INFORMATION. 3. SEE LANDSCAPE PLANS FOR IRRIGATION INFORMATION. 4. SEE SHEET C7.D FOR APPLICABLE EROSION CONTROL DETAILS. BEFORE YOU D►G ! CALLSUNSH FC �r �usrmo wu auswess n�ys earoee DICCINC OQ DISNR6INC LARIN � • � Kmwwn�s below. 1-500-432-4790 Callner�eya,dy. i I6268 I � � 5i.56 I'� 62.66 fi�.qp 6S CP � }9 a I 6 I o i r srcRr e�ocrc i FFE=62.87 p HEIGHT�?4.0' � � 62.)6 CC �.)6 Q�MP - 6I.6) a 6I.2t i I� � I �� 61.]B 61.5 ��g�� 601ir I � ------ 500-- � L --_�-� -- - _ - - � __ _ y�, �- 5909 60.<)r6R82�, 60. i6 60.J) '- 60.06 6p 14 ��= i F Ev�rrow = ssCi6� I wiu� - .ww ee ��I � �� 9Td BENCIOfAAK , z Eitw�� 5 �� so - m --�SOO w se _ � 64�6 - _ _ \ _-__ - � i.p1 - 50.23 W � I U `L o � ��WOi � � m^Q �� I�O I61.01 '�YWy � f z� �� o i� � "� I � � I � i � i 6f.�! I6i09 60.65 61 16 CP 60.99 co. n so. n � ; � � � , i I I i 7 PSi � � ' ! i 6i.4Z , I I SHELLEY STREET 60' R/W _.. � _,_ C � �� s�-- c - - � FENCE � U � --._-�.__ - -- - - ` _ , _ II�I � J I� � I I 35.0 PROPF1iIY BOUNDARY�'I � � � � � � I I j BLDG. AREA = 7,381 SQ. Ff. 1 FINISH FLOOR ELEV. 61.50 � PARKING SPACES = 37 � 60.90 � � CG � .6t.39 6f.16. �6�CP T �fi1.33 St.OJ � I � I ; I 7 STOR" BtOCK � I FFE=o"?.53 � I HE(GHT=74.0' � � I SI�T I I� � 61.06 I CG 6�.39 61.32 � bp.9] ( � I6�.00 � � D PS� i I I ! I I � I� I I 60 36 � ..... � HB , � � � \\ i w � � � � � I I a� � � Z I� � I i! � '� �� I i I !I j I I �I i SILT � '{ I 1� ' a �\\ 20"PALM � O � � ` �- - -� - - � _ - ---�--r-�- �IP E/P _ E/P- � I I, � �� , �OP=51.32 i � �N 5 INV ?B�RCP=52.42 I �I i �.R. 6��-� L"LF i'�: BA4 FC?L;LE�.�RLi;3t}{'` R.`Z�' � � r_--.-_--_-__- i o m x w � i � I, I i i � I I � ' e�`�e� i .�O /,y ! i° LI I �a �"ti� �• � •��` i � � ,� � ' ;,� � _ �Z A + •� v 1 � �••� / � O � � � �.ib'. , �j/ /� i �,'J' : , . -�- --------- � � - � � - � 319.83 FEE7 BEiWEEN ANNHOLES � V n rn O O � C � � a� � �� U^ ��o �`� i � o � C � �� W � v LL U O d 0 � � � � c m O c O � � U m N��a LL H � � � O � y ^� � .� � a� m� Q � � � � � � H LL � � Kinney EnAneering, LL 2573 34th Avenue N. St. Petersburg, Fl. 337�. 727-527-1526 FL COA q30371 f'�� i W � o a � J � W ON L.1� � Q Z W D � V ^, U i 1 Z J Oy.� m � a � C � � N � w � O � O � � � � r�J Q � � L W i�,�r�o�l�� .�r..a�� -/ � •� s VY 'L:1' xn ' , T Q N 7 ^W^J � � i{ •' � .• .....�' , =� 3. � 5. 6. C1.3 0 __ _ _ PAS NOT 1 788 si MAINT. S�� ACCESS � ° l'RE�SSETBAGK _ vIBSU ao MW OF 5' FROM 4,4e9 s PAS NOT 3 � SiGS�WALK (TYP.j s Ua E CA �HT. __ _ _ HELLY STREET �o Mir ACCESS .,', . ,, . �� 4 � � , ,.• .��'� __. .:- �.^_ �°' . ... . � - . :.. , r. .4*:a'� , ._.. ._..... . . . � � . a��ya+� =,�i�' j � �:C.:.��: ti �meeMx Ii {/ � �/� � � '14 �� ' • �� ' �' �ra��°�+9s"• ,� _ -� I,;a �Aoc �. . � , _ 1� o�, f , �. . �c�:; ; I�oif'� �0•.� .e�kp JO i� /:;� �� . �� 6AL MIN [ WB . RHAAL215 � MAG LIT 1 N. INTERIOR �SLAND � 155 SF M � IJT 1 � 0 MIN. V�B NON RESIDENTIAL USE WB Mac uT � 1 N. _ _._ 10' AS� 281 � � on�. � `_ .. . Wg � .. � . . SAB SAB 3 10',12'J4' CT WB ' 10„ ' LAG REQ 1 ' MIN. _ — — l �y FDOT VISIBIUTY` SICaHT VISIBILITY TRIANGLE RE4UIREMENTS RHaa� OVERHEAD �� POWERLINES ?�� 2 �2' ' �a Noime aero� rou ao CALL 9UN3HINE 811 ire'r� uw� c�.axion PL 9TANE'J69A51(t9197 REpUIRE9 MN. OF 7 DAVB ANU MAX. OF 5 DAY3 ' NOTiCE BEFORH Y0U EXCAVqTE. FDOT MqINTENANCE YARO TO BE CONTqpTEO 72 HOVR3 PRIOR TO BEa1NNIN0 CONSTRUCTION. .. . ,..\\� t v� t GAi.. t � � i O ED 3 LM1YIN , INTERtOR iSLAND ER14R �� -� 8 POD M N... '205 SP � y - � � 1 > ? BUILDING FACED t � ALONG ROW �� 64 LF 1 � TRARSI4B t _ _ � B�A t �� _ _._� RHA 8 R� AUT020NE BUILDING 7,381 SF 37 SPAGES PROVIDED BUILDING FACED ALONG ROW 115 LF BUILDtNG FACED ALONG ROW '? 84 LF sus zs 3 . AC P 1 .. TRA .. I 32 . '._ � i,t�� ax ..... . , t j b � \ RF �"C,..�i'�� is S _ _ _ .. `_.-T�� cr � i . �. DuRFSE 1SLAND_� „�,._ . L MIN 155 SF 1 RHA AL2 � P � 3 L MIN 24 TRA ASI MAG BLA 1�.: ' 7 TRAASI t GAL. 10' MIN. �i R N � 0 M N. . RHA AL' 12 3 GAL �' � ,� IFAK7 , . ' 34ALMI!'il _ � � � ri%' .- - :. ,� �� .. � _ ` _ E - — ,�:�_,. � EXISTING PALM TREE TO REMAIN. BUFFER TREE. 10' + CLEAR TRUNK. 3 ' ciTV '�� \i-�/— ,� VISIBIIITY , TR,AN��E . PLANT SCHEDULE � _tl�9 _ _ . / �� - -.:._ � � INTERIOR � ISLd� f 319 SF I �� , � / E8� Tp' . EB! B _ EB 10' � E8 . , � SI� .Yt3,; . :-M��''� � _ � 11 DUR ERE 3 ALMIN \ PAS VE 3 GAL MIN 33 JUN B 1 GAL. FREESTANDING SIGN 14' HT. SEE NOTE #6 GULF Z THIS SHEEL _ �w TREES QTY BOTANICA� NAME COMMON NAME HT. SPR. CAL. PLORI�A-FRIENDLY REMARKS �— OVERHEAD ACE FLO 2 Acer rubium'Florida Flame' Fiorida Flame Retl Maple 10' MIN. 2.5" MIN. Yes POWERLINES ILE EAG 1 Ilex x attenuata'Eagleston' Eagleston Holiy 10' MIN. 2,5" MIN. Yes ACCENT �yp? E" LAG RED 5 Lagerstroemia x'Tuscarora' Red Crape Myrtle Multi-Trunk 8' MIN. 4' MIN. 2" MIN. Yes MAG BlA 4 Megnolla Qrandiflora'D.D. Blanchard' TM Southem Magnolia 10' MIN. 2.5" MIN. Yes JUN BL2 MAG LIT 11 Magnolia grandiflore'Litde Gem' Dwerf Southam Magnolia 10' MIN. 2.5" MIN. Yes ��`� QUE CAT 4 Querars virginiana'Cathedref Cathedral Live Oak 1Q' MIN, 2.5" MIN. Yes 4 s Pas NoT SA8 SAB 8 Sabel paimetto Catbage Palmetto 10',12',14' CT Yes SKINNED, 2 EACH HT. �� TAX ASE 12 Taxodfum ascendens Pond Cypress 10' MIN. 2.5" MIN. Yes SHRUBS QTY BOTANICAL NAME COMMON NAME CONT. HT. SPR. fLORIDA-FRIENDLY SPACING REMARKS � i SPABRK DUR ERE 40 Duranta erecta'Gold Mound' Gold Mound Duranta 3 GAL MIN 18" MIN. YES 36" a.c. � iN PAS EVE 39 Paspalum quadrifarium Evergreen Paspalum 3 GAL MIN 18" MIN YES 38" o.c. , t TAX ASE POD MAK 107 Podocarpus macrophy#lus maki Shrubby Yew 3 GAL MIN 18" MIN YES 38" o.c. � M SPA BAK 45 Spartina bakeri Sand Cord Grass 3 GAL MIN 18" MIN YES 38" o.c. � t ACE FLO TRI FAK 13 Tnpsacum dectyloides Fakahatchee Grass 3 GAL MIN 18" MIN. YES 42" o.c. to' MiN. VIB SUS 132 Vibumum suspensum Sandankwa Vibumum 3 GAL MIN 18" MIN YES 36" o.c. SHRUB AREAS QTY BOTAN�CAL NAME COMMON NAME CONT. HT. SPR. FLORIDA-FRIENDLY SPACING REMARKS _ ��T. RHA AL2 143 Rhephiolepis indica'Aiba' Vvhite Indian Hawthom 3 GAL. 14" MIN YES 36" o.c. VISIBII.ITY GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT. HT. SPR. FLORIDA-FRIENDLY SPRCING REMARKS TRIANGLE — DIE VEG 90 Dietes vegeta Aficen Iris 1 GAI. 12" Yes 24" o.c. — INTERIOR JUN BL2 531 Juniperus conferta 'Blue Pacific' Blue Paciflc Juniper 1 GAL. 10" 12" Yes 24" o.c. � ISLAND TRA ASI 895 Trachelospertnum asiaticum Asiatic Jasm�ne 1 GAL. 12" Yes 20" o c. 183 SF ` TUL VI2 235 Tul6eghia violacea Society Gariic 1 GAL. 12" Yes 18" o.c. SOD/SEED QTY 80TANICAL NAME COMMON NAME CONT. HT. SPR. FLORIDA-FR�ENDLY SPACING REMARKS — ��Ty PAS NOT 8,429 sf Paspalum notatum Bahia Greea SOD Yes VISIBILITY TRIANGLE � MULGH ORGANIC MULCH - SHREDDED MULCH TO BE APPLIED TO AlL PLANTING BEDS {EXCEPT DETENTION PON�), 3 WCH THICK DEPTH. t�iY OF CLEARWATER CODE REQINREMENTS w PROJECT DEVELOPMENT AREA � Q86 AC w PERIA�TER BUFFERS, SEC.11102 (D) Q BUFFER YVESTBUFFER EAS78UfFER NORTHBUFFER SOUTH BUfFER � lENf3TH` 2$0' 280' 150' 75�' - W �' BUFFERTYPE 5' MIN WIDE 1�' MIN WIDE 10' MIN 1MDE 75' MIN W1DE Y g�� y�pTM pppy�pEp 10' MIN WIDTH PROVIDED 10' MIN WIDTH PROVIDED 10' MIN WIDTH PROVI�ED 15' MIN WIDTH PROVIDED ,� c ur u MiN' 1 TREE P R 35 LF 1 TR E PER 35 lF 1 REE PER 35 LF 7 TREE PER 35 LF � �� 8 REQUIRED 8 REQUIRED 5 REQUIRED 5 REQUIRED GAL IN ' ,,` PROYIDED TREES 8 PROVIDED 8 PROVIDED 5 PROVIDED 5 PROVIDED � INTERIOR LABELED "WB" ON PIAN LABELED "E@" ON FLAN LABELED "NB" ON PLAN LABELED "SB" ON PLAN � ISLAND '':,.:=d; 179 SF REQU�RED SHRU&4 100% CONTINUOUS HEDGE 100°rb CONTINUOUS HEDGE 100% CONTINUOUS HEDGE 100% CONTWUOUS HEDGE � N� ; PRONDED SHRUBS 700% CONTINUOUS HEDGE 100% CONTINUOUS HEDGE 700% CONTINUOUS HEDGE 100% CONTINUOUS HEDGE DUR ERE LMW. � 3 �uN Bi.z �� T�' � TREE gPEGES: 4 SPECIE9 hqNIMUM RE�UIRED �� VEHICULAR USE AREA INTERIOR LANDSCAPING,SEC. 3-0202 (Di�1j TOTAL PAVED VEHICULAR USE AREA (VUA): 18,632 SF � INTERIOR REQUIRED INTERIOR ISLAND SF (10%)': 1 864 S ISLAND PROVIOED INTERIOR ISIAND SF: 1,875 SF ; 355 SF REQUIRED TREES (1 TREE PER ISLAND): . �� P� � PROVIDED TREES: 9 TREES 3 � iN REQUIRED SHRUBS: 50% REQUIRED GREENSPACE, GCOVER IN LIEU OF TURF �` c Reo PROVIDED SHRUBS: 50% REQUIRED GREENSPACE, GCOVER IN LIEU OF TURF 8' MIN. ' FDOT *INTERIOR ISLANDS ARE 150 SF MIN AND PROVIDE 8 FEET GREEN SPACE MIN FROM BACK OF CURB TO BACK OF CURB. SIGHT VISFBILITY 37 PARKING SPACES REQUIRED AND 37 PARKWG SPACES PROVIDED (10% OF GROSS VEH. USE AREA REQUIRED) �REQUIREMENTS - FOUN�ATI4N PLANTItiG, SEC. 3-1202 (DN2� - APPLYING fOR Fl.EXIBLE DESIGN STANDAROS � 100 PERCENT OF BUILDING FACADE FRONTAGE ALONG A STREET ftIGHT OF WAY (EXCLUDING INGRESS/EGRESS) 1� -�' ` y REQUIRED LANDSCAPE AREA (MIN 5 FOOT WIDE LANDSCAPE AREA): 243 LF AT 5' MIN (1,215 SF) � TREES REQUIRED (2 ACCENT TREES OR 3 PALMS PER 40 LF OF FACADE) : 14 ACCENT TREES OR 21 PALMS iu�� '�-OVERHEAD � SHRUBS REQUIRED (1 SHRUB PER 20 SF OF REaUlRED LANDSCAPE AREA): 1 :ITY POWER�INES �DSCAPE PROVIDED IN LIEU OF FOUNDATION PLANTINGS: TREES AND SHRUBS PLANTED AROUND DETENTION AREA. ADDITIONAL VISIBILITY {TYP) SHRUBS AND GROUNDCOVERS USED IN LIEU OF TURF FOR BUFFERS � TRIAN L AND DETENTION AREA. TURF AREAS MINIMIZED. S.R. 60 NOTES: TO BAY B�ULEVARD 1) SEE SHEETS L2 AND L3 FOR LANDSCAPE NOTES AND DETAILS. 2) SEE SHEET L4 FOR IRRIGATION REQUIREMENTS. C! � 3) SOD ALL DISTURBED AREAS. �� 4) INSTALL A PERMEABLE WEED FABRIC THROUGHOUT ALL PLANTING BEDS (EXCLUDING DETENTION FACILITY). � 5) CONTRACTOR SHALL COORDINATE PIANT MATERIAL LOCATION WITH BUILDING SIGNS. VERIFY FINAL LAYOUT WITH OWNER'S REPRESENTATIVE. 'c � � 6) PLANT LAYOUT SHOWfJ FOR FREESTANDING SIGN. IF MONUMENT SIGN IS INSTALLED, CONTRACTOR SHALL ALLOW SUBSTITUTIONS FOR ADDITIONAL 6 tD INDIAN HAWiHORN AND JUNIPER AS REQUIRED TO NOT BLOCK VIEWS OF SIGN. COORDINATE ANY FIELD ADJUSTMENTS WITH LANDSCAPE ARCHITECT. �� g ��p�� 0' � p1�0p'� �20' ♦� � 40' /O � + • � � � � 1\K� 1 n V'1l1r! ll�.r aT.r• � �W C �� c o0 p�jU V m�m �n o °� a � E � U ,�oo o`° I� v °� c a� � r`��"—F /�, X � W m � � V � � � a �,°��°�a �N � y LL H � � 0 � O rn `frl � LO� O � N a�m� M �Ei V � � � Q eN- g F 1 L LL Project Engioeer. � [Cinne3' Engineeri+�8. LLC 3573 34th Avenue N. 9G Potmnburg, Fi. 33713 'ra�-sa�-isze m. coa ksosi i y.+ � � � � O � O W F- � �q 0 J � p J O m `A�� m g W O � � L.i� N " a � u� o Q� � � R N � ` Z Q m ro Z `8. ° �� ga an pe Architect: �aceMaker .tl.�o.es,.,�..� se,e�, uc . ,,.., PlecaMaker Deaign Studio, I1C 3WOO �ToBay,SuiEe301 Cb W, Fbnda 33759 Ptro '127-7288124 LCZfd00615 c�„moe cn�a a,�we�;u �� .�m�.,.a�.� .. Swo iic waws •� nswlorunex�� REVISIONS 1. �oroi2o�3 commam� 2. 3. 4. 5. 6. 7. 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AREA = 7,381 SQ. Ff. • � . • • : . - � 'o.o l `0.0 'O.t o.t 1 FlNISH FLOOR ELEV. 61.50 � + ' ' + �'� ' + + + + + , . '+ '�-' • 2.� r.9 ••r. � o:a a.� o aq� o.o o� i � PARKING SPACES = 37 : w� � .. " � . : � � � '0.0 I `0.1 �0.1 +0.1 • . '3,6 +2.� �2.4 �•`0.3 '0.1 �0 1 `Old +0.0 ��OK�,i 60.90 �� ;P 6i.]J � � $1 � i � 6�.OJ *0.0 �0.1 '0.1 �0.2 • � + ' 2 `3. 5 :�Q4 • *0.1 +0 1 t0 (� *OA I�0.0 � � II�i1111111 � � f � I +0.1 i+0.1 '0.2 `0.2 �, �� 3.1 '�i +3.6 '3.1 . : : 0.2 +0 1 k � �0.0 '0.0 +0.1 "0.1 �0.2 +0.4 �� • 4. , +Z9 �2:2 • +1;7 +0.. �0.2 +0 1 m � �0.0�0.0 . z•. . � � � t0.1 i'0.2 `0.3 `0.4 . - - - '' � ' .`23 .'1.8 `t.� '�0' +0.2 `0 1 +�.Q� �OA i'0.0 � w� .. . ,..; . ,.z• .. I I `0.1 I+0.2 i0.4 '0.7 j8. 1 .3 .9,. . •7 2 ' 1 �• • •'29. '2.0 +14�'�`0. �0.3 � 1 'C�.� +0.0 i *0.0 i, � : . . . - . . .. ' . .... . . • . + + + + •+ • � + a '. + a' ♦ a � f ' ♦ ' t• aI ♦ I « 0.1 I 0.2 0.4 � 0.5 1.7 •'S.0 +5.7 5.0 '3.2 • 2,�„� �1' 9•22 3.0 � 27 2.4 1.5 1. 0.4 1 Q.b 0.0 0.0 � • �. : .' � �� I ♦ 4 4 4 } { 4 �}' ♦ i #� i 4 I J ♦ i '} 6„ .°tPg oz• 0.4 �.fl z.i s.o 4.0 *�.a 2.5 io ; 2:4 *i.� 2.� 3.3 .4 �. . o.t •.o ¢�b o.o o.o 6t.32 � 5p.91 � � � ' �6+�� i 4' 4 4 + f ••4 �Y •i ' + I + � i o.o � o.� o.i• a3 0.� i.s 2. .8 .6•' .O 2.i '�.i '�. o.� .o �o o.o o.o , , . 51 � � . � + + + , +• St + + � uaoi � s K 0.0 I 0.0 0.1 0.1 0.2 ' • $ . .1 2.0 + + .0 . +0.9 *0.0 � .0 �.0 �OA I `0.0 �. 60.56 • � . . • i �0.0 �0.0 �0.0 �0.0 O.i 0.1� ' � ' ' . . .4 � . . . .'+0.2 '0.0 �0.0 � .0 .� �0.0 �0.0 M .•p. - + * + •"O. + ♦ . + I r . . . 0.0 0.1 .1 . zv . . . . . . • {0.0 +0.0 '0.0 `0.0 �0.1 + +. . .+ + . � '0.0 �0.0 �0.0 �0.0 t0.0 �0.0 �0.0 '0.0 `0.0 '0.0 '0.0 i0.t/P�0.1 �0.1 �0.1 �0.1 `0.0 '0.0 � + •�5�'�n '� g '0.0 �0.0 '0.0 v r kEa=s 3 �0.0 �0.0 �0.0 �0.0 '0.0 `0.0 �0.0 '0.0 ;0.0 '0.0 '0.0 �0.0 i0.0 `0.0 '� '0.0 �0.0 �0.0 �0.0 �0.0 �0.0 �0.0 *0.0 `0.0 �0.0 '0.0 �0.0 '0.0 '0.0 '0.0 �.0 `0.0 '0.0 �0.0 I E�P BEFOxE + 0.0 '0.�,�ob�CiLt�� I��F'��LL�`v:-�.RD�1;lt)' I� x 7'E �__ _ _ _ �r �[esrrwo Fvu ausr.vess owvs a[ro� DIGCiNC OII DISiI:t91NC EqYili I �� K�wwwl�t's bB�OW. 1-800-032-4770 �wCalloeroieyoudip. �� L/THON/A t/GHT�NG^ Catabg Numbar FEATURES & SPECIFICATIONS "°`•: T.oe INTEN�EO USE - Ideal tw parkinp arees, meet IigMinq, walkways entl car iau GONSTFUCTION - flugged, die-cast, soft comer aluminum housing with Sufl Squam Cu[oH LigMing O.i2' nominel wall ihickneas. EMrutletl a' sait comer arm tnr pale or wall � maunting is staneertl. Oie-caat doar frame has impact-resistant, �D tempareE, glass lens thex is fully gaskB[ed with one-piece Nhular sa��o�e FINISX -$tantlard finisli is Eark �ronxe �ODB) polVes[er powder finia�, xith ome� arcnaecturai caiors ava�ienie. � METAL HALI�E OPTICAL SVSTEM - A�mdizeE, aluminum hydra5ormeG raflecmrs: IES full � 100W, 15UW, 175W, 200W, cmae e�m�bwons na leaymmenicl, i[i lasvmme�del, � Uo�wem mrowl 250W, 320W, 350W, 400W and fl55 Isqueral. High performance anodi:ed segmen[ed elum num , . 20' to 35' MauMing retleMOrs IES fuli curott Gismbwons 5112 (asymmetriti, Sfl3 �asymmeVicl -:�,,,.�'°'`� ! and SflOSC jforward throw, sharp cutaff� Sagmented reHecmrs attach ` ' � with mol-leu fasteners entl are rMe�eble and -nterchangeble �' � ��; �� ELECTPICAL SYSTEM - H gh reeetanca, high power facror 6alle:t for ��- '� IWW/i50W Co Sb t W ttage autotrensformer tor 175100W. Super � LWA PWse S[ert ball s[ quired for 1fI0W, 320W and 350W Imust mtler SCwA apbanl. 6 II t-s eappar-wouna ane t00% tacmry�ce:tee SaedardDimmsiom Porcale n. ham irtel. P itianorie�Red mek�t wRh coPPer elloy n¢kel- --'--""--'-' �� plated aerew shell antl ceMer coirtecc Med um bese sacket usaE wrth EPA:71R' ��, �_��e. IO�W d 750Y6', mogul-0ese socket used wrth 175-1004V. UL listed 1500W VdeigM 811bs (18.6 kg� , 118.1 cm� soov. ��n. n.irr ius �m� ^ _ - _ -- - - � LISTIN6 - UL Lis[etl IslanCerC� CSA Grtitiatl Isee Dptiansl. Ul IineE for WiMh� 7I-1/2' �44.5 <m� I I wet locaaons. IP85 ratetl in accordance wiih sunCartl IEC 529. Depih: 7-1/8' �78.7 cml �- 4'-#- 17-t/7--I l�02 cml P4.5 cm1 ORDERING INFORMATION Example: KADIOOMR2120SPOWLPI cneoK me ewar.« m�bs �ome��w� ma� e� �� vo�. oe� �a w�ne �. on the a0p�oprieR line. OrEar accafsoriep es w0srxe nreloq numEer. � Yoluy� MouWisq � Option IfA� 100M 7Zp SP001 Square pole 14' erm� Shippad IaMIIM le F�tun s RrcM1ibetunl Colons Kpp �SpM pp (ctandardl SF SinBle fuse (720, 27T, 30N, Na 7BI Standrtd Colors �p �7gy� Z�pa SPOM Squa�e pole (5 arm�' OF Douhle Poae ITU6, 210, 480V, Na 7B) ODB Uerk 6ronze RPDW pound pWe (4' arm� (siantlarE) MAD 2pA t77 PER NEMA twishlnck receptacle �(ppapy) �� only (no phMacantrol� OWH White �� RPD09 FaunG pde (Y ermq �ry �em0 ��cwaeaas s�a�ae�a �Bl Black �� T� W WDOI Wootl pole or wall la' a�m) �p �ess lamp Clanie Colors WWD09 WoodpoleorwalllY �� rm�� Power TraY10 �MB Medium branze DimiYWoo WBD04 Wali breckn �6' arml° WTB Termirrol Wirinq Block10 �NA Nature� atuminum WBDM Wall �recket 19` arm�° �S �ueru resuike sys[em �250VJ USS SenESrone NrErefeteW pMeelen maximum, lamp not inciutledV 06L Chercoel R2 IES rype II asymmenic' U��w (N'hen orEering KMA, �p CSA Cerufied 0T6 Tannis A�eenV n� iES w DA0121 fype III asymmeo-ic' ghippad Saparobly SCWl1 S�� &�;ISe S[art Bellast INa OBR BrigM red M IES rype N forwerd ihraw' KMII Maat arm adepter Sqipyed Sapnetal� OSB Snel blue R5 IES rype V sQUare �B Twin mouming bar PE1 NEMA twirt-lock PE �iLl, 209, 21UV� SsqnwnN MP�non OAD12P Uegree Arm (pola) PE3 NEMA Mrxt�lock PE �347V� SRt IES ry0e II asymmettic� DIIDIIW6 Oegree Arm �walp PE9 NEMA iwirtdock PE (IBOV) SR7 IES rype 1�I asymmevic� PE) NEMA cwist-lock PE �Y7N) SR/SC IES rype IV forward Nrow NS House-sitle shielE IR7, R3. MI t+o1ES. ISflZ SF31 i RtlupA j�ds1 ED28 4m0 mue[ be ueM wiRr 5112 $R3 & SNISC opies. ��V6 VBildil BUBfd 2 Hou..-.we aniew avaiimia. IIAOWG Wire guard e co�,.u� r.cmrv r« ,..u.nnnv �o c.�.a.. a oW;o�,i m�mao wuw iim, xe, x�o, nrv�, q��,-TsnonMouirtinySlipfitter 5 TM1e SPp09, HPOOB or WWOW muel ba uaeC wM1m two ar rtrore I�minsirea � � e o� a sm ann�� omam. o.ae� m s.v.rne caraiay n�mear. 6 M�y ba orAerstl m amewory. Numberoffitturee � onsio ...u,bie �� s.isct wsrtpn; co�m,k iwrar�. Tenon 0.0. One TwoP.180° Two�90° Three�t20° Three@9U° Four090° e neanm�ai emn�ni �on .�,�i,e�.: �.x .ee nRn�«.iu.ei coion 2-3/B' Tm-790 728�2l0 Ru-ffi T10-320° 7tOJp+ RM9B' beael�ure. Porm no. )9f3. 9 Muet u» RPWe. 2�7/B� 7?5-190 TS-i10 72�'i]90° T'L5310 TiS388a ?25•�BBs 388 10 OnN aveNebk wiM Sfls, SP3, antl SX�SC opliw. B' T35-190 175-fY 735-t9�° T35-320 735-]911s R4�90' Uutdoor Shsatk:l(AD-M AL-370 LUMINAIRE SCHEDULE TVP SYMBOL DESCRIPTION LAMP LUMENS LLF OTV LITHONIA- KAO'CONTOUR SERIES" S� p IES FULL CUTOFF DISTRIBUTION'R2' �0 WATT 32000 0.72 6 MOUNfEDHEIGHT=28'-0' MEfALHALIDE MOUNTED 0° WWN POSRION W1 a STONCO-FLOODPAKSERIES'FPM' 150WATT 14000 0.72 7 IESNA FULL CUTOFF DISTRIBUTION METAL HALIOE MOUNfED HEIGHT = 12'-0' MOUNfED 0° DOWN POSITION STATISTICS DeSCription Symbol AVg Maz Min Calc 2one + 1.0 (c 163 fc 0.0 k LIGHTING NOTES: 1. TIME CONTFtOLS: ALL SITE LIGHTING IS CONTROLLED AN� MONRORED BV AN ENERGV MANAGEMENT SVSTEM CALLED VENSTAR WHICH IS COMROLLED A7 AUTOZOI� COftPORATE OFFICES. ALL SfTE LIGNTING IS PROGRAMMED TO AUTOMATICALLY TURN ON AT DUSK AND REDUCED BV 50 PERCENT AF1'ER THE CLOSE OF BUSINESS TO THE MMIMUM LEVEL NEEDED UNDER THE IESNA TO ENSURE SAFETY AND SECURfTV. 2. ALL FU(TURES ARE FULL CUTOFF DISTRIBUTION AND MOUNTED � O` DOWN POSfT10N. 3. NO FLOODLIGHTS ARE PROPOSED. 4. THE LIGHTING PLAN COMPLIES WITH THE PROVIS�ONS OF OFFSTREET SfTE LIGHTING REQUIREMENTS OF INDIAN RIVER COUNN LIGHTING STANDARDS. 400 WATT METAI HALIDE SHOEBOX IIGM RXNRE FORWARDTHROW 4 NOTE: RUB CONCRETE BASESMOOTH § m CATALOG N0. l � TYPE NO. JOB NAME L�3 FlnodPak Series FPM DRDERING INFORMATION Catalog Number. Ezample: FPM175MAL-8 PPM j � � � I SEPIES � LAMP SOURCE � I 0� PTIONS �i I FPM- MA-Metal Hafitle AMC-Automalic FlootlPak �CWA) � staiMOyauvilury Me�lum q�7��E t%-High Pressure I U�MP I I�L u0ed p ; �OLTA6E �i Saalum 57-STN (HX-HPF) L-LamP 1-12(1V 70-70W NiL-ComDact fumishee &120V 100-t00W Fluorescent 208V 150-i50W PM11-�ulseStart 24�V. Metal Halitle 2� 775-175W (H%-HPFl HI� unhs SUOD��etl with clear me0lum base lamp. 'AMC not available on 175W fix2ure5. ACCESSORIES FPSKNUCKIE - 12" Adlustable Knuckle. FP4B - Three hole FS sryle cover cover FPBARM - Shoabox Arm. Converts for use on standard angle gang FS boxes. FloodPak to pole-mount (minimum 4" FPMSHIEI� - Vandal Shield. Helps square pole). protect lens and lamp from breakaga. FP2 - Single hole rountl cwer for u5e Gear pdycarbonate shieW snaps �in place whh standard 4" round surtace boxes. over glass �ens. FP4A - Single hole FS sryle cover cwer PPSRPA - Round pole adapter. for use on stantlartl singie gang FS boxes. FPM552 - Rep�acement Lens. TECHNICAL INFORMATION � � � �.se� � -_" �2. _. _. _. _ 12-TB' -. 'O u� wr. �, aaa, �s�ed. nw SEE SITE PLAN FOR ADOITIONAL LIGHTING 5' S�. STEEL POLE BRONZE FINISH NOTE: ANCHOR BOLTS TO BE INSTALLED PERPENOICULAR TO CURB ON SINGLE HEAD POLES. ROTATE 45 DEGREES TO DIAMOND BOLT PATTERN ON DUAL HEAD PoLES. 4 ANCHOR BOLTS FURNISHED BV LIGHT POLE MANUFACTURER. NOTE: THIS DRAWING REPRESENTS THE SET POLE ON MINIMUM RE�l11REMENTS; IF MORE �-NON-SHRINK S7RiNGEMDRAWINGISSHOWNIN GROUT BASE S7F2UCTURAL iHEN IT SHALL GOVERN. - 3/4" CHAMFER FINISH GRADE OR TOP OF PAVING, r SEE SRE PLAN r FOR LOCATION : 24' DIA. CONCREiE - BASE. MIN. RE WFORCING 4 tt5 BARS VERT. 8 7 iq itES EQ. SPACE � ELECTRIC CANDUIT SECC73 TYPICAL LIGHT POLE i "\"" PR D SPECIFICATIONS • The FlootlPak is a perfect blentl of arChitectUrel tlesign and perfor- mance. • The FloodPak can be suRace moumed in various positions. Use It as a cu4off wallpack or tip it up 22.5° for forwartl throw wkh semi-cuhoff. Tip it up GS° for tloodlghting, or [um it over and use it for indirecVaccent lighting. • The FlootlPak can also be pole mounted or grountl mountetl using mounting accessones. • Precision die cast aluminum con- struction. All exposetl hardware is stainiess steei. • Ouraplex II daAC bro�ze poyester powder finish is standartl but the FloodPak Is avaiiable in a variery Ot dB519lICI C0105. • HirgBtl tloor frAme with Clear tempared glass lens. • Multi-faceted reflection system provitles unifortn di5tnbution. • Injection moltled tnple firger sill- cone gasket. • UL wet Iocation listetl for above or below honzontai eiming. • Complete wiM a UL approvetl mounting box rated for 9�°C sup- ply wire wtth integral bubble level. • Integ2l heat sink ensures cool operation. • Meets IESNA cut-off requirements. • Contractor Fnentlry tlesign with integ2l cable pertniting easy, hantls fiee winng. Ciesesntsto�co z3as va,.nai�. aa • urr�. NJ o; OBa •�-sba-?OOc V � � � � � � � U � �CO �iUe �p c � � o � g `f E �n U LL�a a`� C °��`°' M (p 1- W � � LL U � m y � � O � � N O C � O �ca�oV m � N o��,,,a m O LL H Q �� 8 ,F,,, � t o v` °o - � N a � m O o � °� d o� Q � h LL LL � Kinney EnAneering, LLC 2573 34th Avenue N. St. Petershurg, Fl. 33713 727-527-1526 FL COA #30311 �i.r C o � � � O � W � F % � ai Q O W ii p 7 J ` O m � Q J � m a o U N � � 0 � � � Q R N � � o O 2 m m O`m o °' � _ a` a REVISIONS 1. 2. 3. 4. 5. 6. 7. ARCHITECT: N/A DRAWN BY: RO CHECKED BY: K DATE 7/12/13 PftOTOIVPESI� 5W (L) LP1.0 DINENSIDN � IYPE DMIEN50N � IYPE 6� R� v r� Landscaping materiah. 9rass, sod, mulch. Mc. Landscuping materiale. grass, sod, mukh. etc. shdl be att ction A C m o� shall be flush to 1' beb� top of curb flwh to 1' belw� top of arb or any opening in curb °^�re ��0" A Aive ti�e PaAun Arcas 2 8� 72 see note Parldn Meas 5 12' see note I '� 5 1'-0' � m o m landscapag materiah. 9rass. sod, mulch, etc. for catch curDs only, Proride 6' vide steel W�el finish l.oadi u er 6' 12' see note ,,, �._ shdl be flwh to 1' bebM cmtrete prniag in flodina For rdease curba prwide �ood floot finish. �ey 6' 12' see note e � � g � E� at drairage opefungs in curb �; � roan an for finished NOTE: All as hoR avin ta be "H Du Com acted ,�� () u- �" o� 9 9 p P°""9 �10"g NOTE: Compacied subgrade should be as specified in subgrade should be as9specified in�soils report. P y�pE �i �°°� c a� \ \ 5� D�'�"9, soi ls repo r t. 5 �" m X o�' IIO�lS hct01�� y� N LL V p yps yy� Surface Course /p�ey � d m m o 4000 PSI conc. !� � 6� �� m o �� pwing (min.) —� &ndtt Course �� °.� C � � � a � .�, .�o ' �/ 6K6 Mire m e s h �� Q c �° P U�a `� < a � Fm. wrtxe � � � � �,li � A1 Q m � ,p a � e a � Pa'��9. e � ��pacted oggre9ate CompoMed ag�pegate 12' S' 12' � �' V L� e �� notes detml, � ' this sheet a or soil ceme� �� y �•_5' 0 0�`= �� _ � e9�d) (ar sa� ammt equuQ c'1"' � n� m p 2�- 2 7 2"� 72" to canc � Su b gr�a d e C o m p a c t e d �� SYM80L (IYP.) 4"1 �� oi parking o Q �� r�- �i 3 Thicken AC. �� ' (SOLI� BLUE) L� space xo sr� �� a e�9e (trvJ ra s� sEC-co� no sc� wo srxE �a srxE 1 TYPICAL ROLL-OVER CURB 2 ROLL-OVER CURB at ASPHALT PAVING 4 CONCRETE PAVING SECTION 5 ASPHALT PAVING SECTION 6 HANDICAP PARKING DETAIL 7 INT'L BARRIER FREE SYMBOL � NOTE: This draring represerits the Nemite 1610-BL B' x 8' z 1/6" Nph; Handica� Si� ae required minimum requirements: 'rf more 24�_p• �yFpq hvdroulK 9�rease \ usut plate 5/4' z 6' square edued �,�pUM GWE BOLT AND Cane boR by Lan ad State ordina�es 400 Matt metd hafide y�g� drmring ia sho�n in 4� pre-cast f�1ti� to �N�� Ly� treated pine boards �iEh 1/4' �� UTCH ASSENBIJES 9�� i2) mounted on face of building. shoehov IigM fi�dwe 7'-0' 10'-0' Y-0' ca accesabk for �' 7• O.D. tube 9. Sere� to trame �� Fp�E BOARDS Cane boR 3 4 fanwrd thro� g�^��+�°I the^ it shah gova^. P maintmance �� Ivanized or n 2' sleel tu �' hinge 6' bng �' �d 0 7' D.C. lutch detail. �a��9 y�� y�� p �p, �q►�E cdd rolled � �: qppRppyLL y� Kinney Engineering, LLC � oll around See detal 3Z4'-0' CIFM �� ' r—a AIAY � REOUIRED (FlNES, See rite fa � 2573 34th Avenue N. Brick aer additimal lighting grjq� �qN � 5's nt 32' 8' smooN Poce n� 1" z 6 x 1/2� Drill 7/8� hde in EfC.) CHECK Wff}i LOCAL St. Petersburg, Fl. 33713 Nasonry ndl T� T�� on cmter block to match bldg to hinge Q gate 17'-11 1/2 �• 11'-11 1/2' m Top of slab slab. Size to fd mcbaure dump �� d�F� vertical � b� � �� T�� 727-527-1526 See dMail s�e � �e � Grout c�ells 7-i/4' O.D. FL COA »30311 9/C1A sdid 4 3' z 7-1/4 Gate fmme 2" x 2' z 1/8' hinge 6" Ig. � CANE 80LT Y squme tube with 5' steel - O.D. tube. shel 4ibe i closed top. (�p BE �' � Wdd cdlar 9� �� 1 1/2' �asher aelded �� USfD 0l0.Y (F Slp! IS bronze finish ��, nelded joiMs 8 1/2'K2"x1/4��' � to 3/4' bdt NOT BUILDING MWNfA�E) ++ Q IatcF e ■ith _/ Concrete skb 9�e P�� ,� �� 4hboltehardle/4• 1-1 /2' � '� � � Gata NOIE �°3 �dded to . 0 required pAINf ALL G�11E FRiWES 3/;• p� bok for stoD - r► J See deta7 ? C1A ... . �evation refa M!D PIPES �D. 6' nom. I.D. Srta� sfop bar o - � L� Note: / to site plan gah post filkd _ 8'� concrde filted sith cancrete � 1-1/2'x6"z1/4' post hok a � Mchor bdts M be NQIE: Bdbrds behind the dumpsters shall NOTE: . rounded top. 6" MIN. �-� /4� FRONf dMe strike nith 90E 0 W instaNed perpeMitukr lo be 6'-0' toll above the pawmmt mrface F0071NG TO See bdlaN ddal O.D. fi�e 1-3/4' - bolt � � y,�7�H p��q� coNa field through frame Qi Q - curb on single heod and extmd 3'-0" into the grourd. Point Cone bdt �elded to ate n poks. Rotate 45 dcgras in�de CMU same rnbr as brick �� See detud �� 9 � DOUBLE GATE LATCH � � to monwnd boR pattan No snv.E sEC�tn rw sc,uE �c rw scuF sEC-ae ra sc,u� sEC-cis ra sa� sEC-ca Qi Q on dud neaa poks. g DUMPSTER LAYOUT 9 DUMPSTER SECTION 10 GATE DETAIL FOR DUMPSTER ENCLOSURE 11 GATE LATCH / BOLT DETAILS 12 TYPICAL HANDICAP SIGN O W 4 UIIC�IOf bOK.4 (WfliSflld J py �igM pde � 0 manufadurer. Snrooth pkstic red O � : � slee�e see specs. �, !z{, r.��.,. Cll �e: ��°^ � 6' Sted Pipe filkd Hok for 5/8 � do�el. 1 ft. /%� v, Q Rub concrete non-shnnk • bax srtrooN � 9� base � .'�. •�>_, Q) RoAing overtiead sted daor "/ �°^�e. �� md. (typical af 2 O 3/4' damfer - (See pim� md detai�) � F Seulant � � � ^I J �� RnisA grade a � Pa �9 '`� � � .� O � 4a �rih�pla�n� '- . v.� in o � tar locotion L.me d 6'-0' + � O�i � C1A � r P�� ': z�' .; �{ � cv � � 4 •� � °D�^9 � 76 ? :° 5'd `` W v+ C1 '}f ry?a,-•' �� 24' dia. concrete ' 6'� stcel pipe xt in � ': .. .. Q :> � ba Min. rdnfadng CIX1ER PIPE (�IARDS •� ' y'�� 18�^ hde fiNed �ith ,p` o � 4 5 bars vert. dt ON EDGE OF OPENW6 cofrcrete .9-r � Z 7�3 ties eq. spoce 5'-6' S'-6' S'-6' 5'-6' S'-6' S'-6' S'-fi' S'-6' 5-6' S'-6' S'-6' rc y u� W ., 3� grawlar base � i � � �y Ekdric condud 1-9� '+�._6. at 6ottwn of hok ��,, ��Ir�`�+%� I— ra sau� sEC�ia xo mue sEC-» ia sruF sEC-ae w sare s�c-cm No sc� s�c-cie `��` o '�/� � 13 TYPICAL LIGHT POLE 14 BOLLARD LAYOUT PLAN - 7n2 15 PIPE GUARD @ ROLL-UP DOOR 16 TYPICAL PIPE GUARD SECT4 ION 17 WHEEL STOP DETAIL ``� !,�' �,• •••.�� -. �n.� i �v . � � Y '. � k DIP�NSION JqN75 20'-0' ac. /M%IAWM �� ' � � � ' � � 4 SPAC6 O 5'-0' oc. OR .�S qRECfED OR SIIONW ON 7HE SIIE PIAN :� SEE UYDUf R SfIE IMPROVFJIENf PW! FDR AL7ER�MNfE SCOPoHG PATfERN 8' % 8' N1.1aW12 NwF �' w . 7ER M1WI'/ JqHf( IYP.) WNMY JOMT � �4 $OIICII� J�Oillt -�Ib = Q • W � 1 ,/r omumon �orcrr .ilh se1F kve�i � A � A �'`,�, �,,,,,r � � � � ' �.� cre«�k�c� s�� rt ; t� L<L ',O . �� 4 �� 1 4 I� PlOii�! �si� - S!! 9j!lCifiCGi1M � � Z •�! (� !��: . �'�. e e' aoum cnnvrt ew� a-i/o- j�� ////�/ � �� for ad6tiaial i�omation. � � . / (J) `�', ' ° —�{--- 7/2' IXPFNSION JqNf i/s• o�cu�sa+ aarrt � l!lirl �/z' en�noaa �/z' a� i�z' smoom no�: i Oi�L• •�••,� '�•• �.. SECTION A-A DUMMY JOINT do.els O 12" O.C. Coat MAXIMUM SPACING FIXt CONTROL JOINTS �j' {Y� .�� SEE SIfE RAN FOR COMINWi1fN1 N.T.s one ad �ith bond SHALL � 75' O.C. ENCH WAY. SEE �VISION /�' 1 ` breaker mulerid 2 OF iHE SPEGFlGTIONS FOR ADDfTIONRL No sCNE PLAN VIEW No spt� � �em�ients tl�mae stn�ngml �ill�apply. ��E REQUIREMEMS. ��//, � . , 19 CONCRETE SIDEWALK 21 TYPICAL EXPANSION JOINT 22 TYPICAL CONTROL JOINT 3• Note: NI traffic flov arto�s to �e: A/ bafic maltirgs to be 30' �. 4. Greenstreak be sdid �hite refketive traffic soGd Mhite refleMive traf6c �0""�°0� Al1 DONRISPOUf COLLECfOR PRE �632 pai� as per dimensiom belrnv. Paint as per dimensions bdw. , RI-1 Sg� (SEE ARCFI. PlANS) SHALL � SCHEDULE 40 PYC. 5. STOP T'°"�n°" e°°' Conttde Malk v/ 2�'� g-5� �' � NFre wem for rodmts 6. 632 �� 6x6-W1.4xW7.4 W.W.F. ('� 1 O Boekground 7. P�� x �� 4• � � .� — R J �� " S`� � � ARCHITECT: N/A 9 i �:o ' S/16" x 2.5" Ig. 12 Mm�imum � � •� �; Stop har - Pm �� M� P10�0� �f0� DRAWN BY: RO - •o _ '=� ...... : �. . . � i nutn & bck �' . ` ""�� e' Seheduk �0 CHECKED BY: JK � Comp. gronuWr fill - ? 3.5' �ted U 45 Bend on� See s ications 6uildi�ng ��• o ZO - �0� 7/12/13 B" � foundation � '� 31bs/ft-. B� PYC on t.00X Min. 9ope VROTOTVPESI�E /5 cordinuous T. d� B. �� j� �"� e"OR�� ' SW (L) 7�-0' 4'_g• � SS' S.5' —'�—� eEnlenp. hok4 on 1� variea (xe aife pimj Note: N ond �ami shdl be ud �� , � � R�p�� C1.A No SCNE SEC-CJO rm SGV.E 4• �ide doude Yne (Z� uPort) no myrve 9heeting. for sae d storm no sG1.E 20 TYPICAL WALK SECTION 24 TYPICAL PAVEMENT MARKINGS 25 TYPICAL PAVEMENT MARKINGS 26 STOP SIGN DETAIL 27 DOWNSPOUT DETAIL � ��,a �°` Remove Curb if Existing 4' CONC. SIDEWALK °' °� s� �' ��s�' 3' i�ona�t�on � w'"9' °"�'�'f Exist Conc Orive mi Grass Plantin or Other � v � S< Fj` Side SI Re wre. 0 3.�a°,�, �� R Match Existing if o� Q �M1��,o'� Max Slope� �, I6� �•� Max Slope 5 mi� $�denti Existing Sidewalk Non-Walking Surface g � E' � Back of Curb / q� Q� � (� LL o, o o� A A Non-tlip wnoce rea��re- '' °.;; ' :` '. _ �' " e��a� t Grass Plantin or Other � � � � � o,m"-F manta xs xote 8. 4" ;��'::. :;''':.'.� �!:...��;.,�: q^ ${ � 9 � c� ii `o 1 2" Ex Joint - m-- E 1/2" Exp. Joint � P' '9 �'oyc � Non-Walking Surface 4•�5� �� LL m o a -' E� TYPICAL DRIVEWAY CROSS SECTION � +- e" 6" s° ve�t��ai a� ��, �o o� v o� RAMP CURB in Tr an s i t i o n 0 c� a0 U@ � wc.� �, � g c ��,6a � Pro ert R.O.W. Line � o`0 4' Min Residential Street 1' Cit R/W �� p `L >� z~� c� o �� 8 O N�•-� u Conc. Sidewaik � N F 5� Min Arterial Street 2' County R/ o � s�� m =� E rn m O o t/4" per Foot �@�%�`�:'r 9� \ ; ��° 3 B � B PLAN VIEW j S Zf �,f,�� "� o Q �� LL LL ,.:p :....:.... : :.�;.;;.. os°``c`��r• �'G,p Flow Line y o6 �,r � Exist. Type I Curb Remove Back of Curb Back of Curb 3000 psi concrete 4' thick. Constr. 6' thick at �e`s'so� o� o� .^ � if Existing driveNays with 6'x s"/toxto ��eed wire fabric. '�i,� ¢ �� RETURNED CURB RAMPS � rw7ES: (See note 7.) � � �. p,,,;� � j,�,�, ,� 6.� ,,,�;,,y y1e ,,;Qy,. qw SECTION B—B If "x" is less than 48" then VALLEY GUTTER CURB �� A�� ISOMETRIC VIEW Kinney EnAneering. LLC z e sme pydcd on,m,cs,,, n�at, ,d,;d, pmMt, ym p�,g the slape of the flored side d adawlo m alw�n, cad«.t n,e Enqi�ee;,,q �ia,,, tar shall not exceed 12:1. CONC. RAMP °nQ"0� �0C0hO"- Remove entire Curb and Re lace as Part of Sidewalk Ram 2573 3ath Avenue N. � d�„y s�'P0C°' ��`� M'd`� Q P P CURB DROP CURB urg, Fi. s371s 4 � � � � �� Textured Surface st. pecersb 729-527-1526 TRANSITION CURB TRANSITION FL COA #30311 E�� Textured Surface BACK OF SIDEWALK i mneer. rwrete �hW te 7WD ps mrt e za mn, ,ilh iber �^0 Max Slope �/ .. �� 4• a c�te wrt��m ne nqnc troom r.:.n. �� '�� .•� 12: t MAX. +-+ Q 7. Car+de dri�ewar an.h�ctim �hd he fi- n:ck � 6'. s•/to.to � .��._ .�.•, .• . Remove to an � � SECTION B—B N � .eldeadretanrieren(ucmimt. �� 1/2" Expansion Joint even jointor sawcut � O & Ramq ial ha�e a taNe uFaro. Eedwd to a d�lh iat � �y ��e' ny w� or to� or � n�ro�� n ELEVATION A—A FLOW LINE �w�•�n �r Foor ��a r� o�y� sm�m.a., SECTION A—A NO�S: ��°`"0'�'ap� ""�1°�1018' 1. Ramps are designed to the Uniform Federal Accessibility Standards a � to com I with the Americans with Disabilities Act. 0 W TYPICAL SIDEWALK P y � r 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding CURB CUT RAMPS 1/8" by use of Tomp or rollerin Conformance with Requirements of FDOT Q TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL Roadway and Traffic Desi9n Standards, Detail 3040r Most Recent Modi�cations. � � PHYSICALLY HANDICAPPED N a CITY INDEX N0. 109; 1 OF 3 w N.T.S. CITY INDEX N0. 109; 2 OF 3 � � � U N.T.S. � 0 > J Brass Cleanout Plug I'�n" m 8� CLEPlIOUf v, } Note: 1; n• ; . . ' e . � m 1. %aa qeaaut Every 4f10' Fran Wk � O 18� � O 2 M peww� aa 6' ONr. 18� Squme '` � a. ^�' J � 3. (7mrwid Faca Upetremn. Concrete Pad. B' . - , v 7 J �"� 18' � � +.. in o � � rn v � Tao-6'-1/i6 (22�') Street Els � N ASfM D3034-SDR 35 6' or 8' PYC W Underdrain (Refer to Wans for � .. .. Q D'wmehr) s� ° Z e � 1��I�� — Low End ---Flow Ups[ream a,`\� ay � T utl �� ..� "or 8" X 6" PVC Wye (Gasketed) `\ �� . { .� "� , �R � �. . v � STANDARD UNDERDRAIN CLEANOUT .� �` ; - � STf ORMI � Y . O, �� CITY INDEX NN0:5221: 1 OF 2 _ ,:� y"r ' Y'° � � � � �� Brass Cleanout Plug CLFANOUT .�. Z• O r� B. � o :, �� Note: 's ..�• � • a ,. � F�, �. � :� : Q ,e• % `S'8-� ' R��srb . : 2 AN Ckanwh m 6• piy t ... ��"' /� 1B' SquaR � e Pad. 8" � �g• /'�/J �. i1 � 3. Teo-6"-1/16 (22�') Street Els 4 /SfM D3034-SDR 35 6" a � 6" or 8" Cemented Cap 5. 8" PVC Underdrain (Refer to s� Plans for Diameter) 6� 7. -�—Flow ARCHITECT: N/A � �' � DRAWN BY: R 6"or 8° X 6" PVC Wye (Gasketed) CHECKED BY: JK OATE 7/12/13 PROTOT'PE ^•" 5W (L) TERMINAL END UNDERDRAIN CLEANOUT ST� C1.B CITY INDEX N0. 221; 2 OF 2 N.T.S. U � � �C O �iUv � a � CLEANOUT PLUG NOTE: Cleanout Plug Cover To Be • CHARLOTTE Pipe Md Foundry Company U.S. Foundry 7623 Or Equal. CLEANOUT PLUG NOTE: Cleanout Plug Cover To Be o � E� Part No. 706 Or Equal � CHARLOITE Pipe And Foundry Company U.S. Foundry 7623 Or Equal. 3000 PSI 2'x2'x6" Concrete � V� o a o" Part No. 106 Or Equal � Pad with 6z6 W.W.F� 12" (MINJ [� m°f `� � Pavement� �f1` - cD m ° E i. • • J � ` W d N m � O 0 k = � �n o c� ..,, � c m �j m Concrete Pad 8" FEMALE ADAPTER se .� �A�' Q`m �,�y a Thick x 1'-6" Sq. CHARLOTTE Pipe And Foundry Company Concrete Pad 8" FEMALE ADAPTER 2_i2G c m'v y~�� o, Part No. 101 Or Equa� CHARLOITE Pi e And Found Com an � �- Tracer wires � � � "� •- v Thick x 1'-6" Sq. P rY P Y _ ;._ .:.: . ;. . ,::.... :° :.. :. \ *-� '0 6� v o° Part No. 101 Or Equal ..'Compacfed;.,SutigYOde'..: �,-: '�:. � o m ��n E_ m � . . .. � �m 3 6" or 8"— 1/8 Bend p^ py� m o Q �� I— Il Ll /� > See Note Y (See Index � 402,`� � Sheet 2 of 5) a N � TWO—WAY CLEANOUT ValveecBeoAdjustable�/ � CHARLOTTE Pipe And Foundry Company m Part No. 448 Or Equal (No Substitutes) o � Plug Sewer Lateral Kinney En�neering, LLC 2573 34th Avenue N. Water Main St. Petershurg, Fl. 33713 Sewer Main `\ 727-527-1526 ` Water Main FL COA #30311 Mech. Joint Valve� �Restraining Joint No,E +-� a 1. NO PVC RISERS N.LON�m �^, � W � E ° � a � STANDARD CLEAN OUT (SANITARY) STANDARD TERMINAL END CLEAN OUT (SANITARY) TYP�CAL VALVE & BOX SETTING � F CITY INDEX N0. 304; 1 OF 2 CIlY INDEX N0. 304; 2 OF 2 CIlY INDEX N0. 402; 1 OF 5 N.T.S. N.T.S. N.T.S. % � ui Q p W J Tie beam with � V 1—j5 rebar cor�inuous L 0 > J i z. .�., m clearance min. sning gate (typ.) � }Q � m C � 1—t5 at 4' cerder ^�' � (n 6 drop pin ' v � J C� ��YP ) � �n o � co c� 1� NOTES: � de � v N r 1. EXTENSION ON VALVE BOX SHALL BE SEf SO AS TO RESERVE 7/2 OF THE ADJUS(MENT LENGTH FOR FUTURE USE. �4� W 2. OPERATING NUT SHALL BE SET 50 AS TO BE WITHIN 12° TO 18" OF GRADE. � �� • -� Q 3. INSiALL 3" BRASS IDENTFlGTION DISK IN CONCREfE. o d 4. INSiALL 2" PVC WITH PLUG FOR TRACER WIRE SiORAGE. g" fin �'�� W 5. LOCATOR WIRE ACCESS — 2' (WHRE OR GRAI� SCHEDULE 80 PVC, BRASS FEMIILE ADAPTOR COUPLING AND 2" BRASS PLUG W/ RECESS NUT. 3000 p.s.i. concrete slab with fiber ,`� a , TERMINATE INSULAiED, SOLID 12 C,AUGE COPPER TRACER WIRE AT TOP W/ A MINIMUM 12" OF IXfRA WIRE. 8'z 16' concrete footing mesh reinforci�g — mrndithic, min 6� `�� , � w/ 2— #5 rebar (typ.) thickness, 6'z6'/ 10z10 W.W.F. �� ` � 3" BRASS IDENTIFICATION DISK ELEVATION ti` �� •'�• •• �� N.T.S. 2'x2' CONCRETE PAD ',� � ;�� •••• ,� � TYPE OF VALVE: SIZE OF VAWE "� Y� 2 �• ` � BUTTERFLY, GATE OR PLUG 74'-8' � .� w � � O � 0 ' � 4„ � � � V � t v •� .. GATE VALVE � =, i � '�C . DIRECTION & NUMBER OF TURNS i Q . 1�• TO OPEN VALVE L-13 i S �• � 6' dia. Steel bollards W ATE R O. WATER �o�. Fi�a (�ra) ��j� b/' •� � FZE�/ �� 2" PVC w/ PLUG n'PE OF SERVICE: o �'� � 10'-8� <„ � j I �/ (SEE NOTE 5) WATER (POTABLE WATER) � o m� ��/ J 'l� 48, �n �- 3. 3" BRASS IDENTIFICATION DISK 12 Maz cleorance min. 4• COVER INSCRIBED WATER O O 5• 6. 4, sdng gate (typ.) 7. Min. � ARCHITECT: N/A DRAWN BY: RO � PLAN � CHECKED BY: JK N.T.S. drop pin hde onre ({yP.) 7/12/13 PROTOTVPE SIIE 5W (L) WATER VALVE BOX DUMPSTER ENCLOSURE SINGLE CONCRETE PAD PLAN VIEW NON-TRAFFIC BEARING C i. C C�TY INDIX N0. 402; 2 OF 5 CITY INDEX N0. 701; 7 OF 3 N.T.S. N.T.S. WAiiIE WOW SiME � s�onu� ' �.��•. .•.•.� :. .�� : � :�'. \. .-� ti°� •. $iN(ETOBEPfACE0Aii0E0F •• � '.•�•.• ... ."' ........ .. SIOPE.901NSI0E5 ' •".•• -• .•. , .••• '• ' ' ' Wattle (No Blanket) IECOMMBlIEURPCFJAENiNIERVN BEfWEENWAi1lE5 OISTOlLE BETYI&ll Ci Wl1F190ii0M MD i0P Oik6TP1LEDWATlE51U11A / G0.40ENfl%1 � XiW=WFi11E5PMXK.�E'� w00Dt'1.YCE WAIitE WOOOSTN(ETOUSV PElE1NAiE�Ei11NG.N0iCORE MFIERWI RQY � CH4AIElB0ii0N TRENCH � rime: m�p{ ovrpx �s uosr,wnicne� w ioosE. IMLONSOLpA1FDSOLS ST41� pETNL 1 (WITH TpENCH) WAiitE q�$iN(E WOOUSTMETOp1Y PBEiRAIEIEfiWG.fpi fAREk47EliV1 FION ��g'�ET �� m STMEOETNLi I��NFNGfI rnh WAi11E5 MAY BE p SiRAW WAT IIE, a 5] STpF WRiiIE, q GUAIX SfDYFNf tOG. Ofl Pi4ROVFD FllIIN. CD Check Dam N.T.S. WLETGRATE�� 100Pe en�� ..o i' F FLTEF I OVERFI GE0T1 va• eaicNr NYLON ROPE �ooas sizeo F USE REBAR fl TO EMPiY FIL' A SEDIMENT 2X2'%3Id' Rl18BER � a BLOp((ttP� I� va• eRiamv COLORED NYLON ROPE EXPANSqN 17ESiRAk.7 ISOAAETRICVkYl 4. NOTE: 1. 7HE EMRANCE SHN.L BE MAINfNNm IN A CONDfiION 711A7 WILL PREVINf 7RACKING OR FLDNING OF SmIMEHf ONTO PUBUC RIGHIS-OF-WAY. THIS ANV REpUIRE TOP DRESSING REPNR qN0/OR CLF�NOUf OF ANY ME�SURES USm TO TRAP SEpIMEM. 2. WHEN NECESS�RY, WHEELS SfW.L BE CLEWED PRWR TO INfWWCE OHfO PUBUC RIGHf-OF-WAY. 3. WHEN WASHING IS REWIRED, IT SHALL BE DONE ON AN ARFA SfABIL1ZW WITH CRUSHED SfONE TFiAT DRAINS INfO AN MPROVED SmIMENT TRAP OR SmIMEM BASIN. MIN B� THICK �IVERSIOG�RIDGE�CE��Rm Z� � IXISTING PAVED , RWDWAY � � , � � � � �-�_��i _ SECTION A-A FlLTER FABRIC SPILLWAY SEDIMENT BARRIER (SWDB�G T/PE SHONT!) NOTE: USE SNiDHMGS, SILT FFNCE, OR 07HEtt APPROVm MER10D5 TO CFNNNELIZE RUNOFF TO BASIN SUPPLY WA7ER hS REOUIRm TO WtiSH WHEELS� IF NECESSARY �dt? .�� ,. I I �� 1 �� \ �__ FLOW 2'-3' COARSE AGGREGATE MIN 8' THICK DNERSIINi RIDGE 50� MIN PLAN CEP Construction Exit Pad N.T.S. SECURE LIFTMG LOOPS TO OR UNDER Sl1RR0UNONG suRFacE. i. EMPIY FLTER SAp( WHEN BRIfiNRY . COLOREDE%PMISIONRESTRAMGW NO LONGER BE SEEN. 2. GEOTE%TN.E WILL BE P WOVEN POLYPIiOWLENE FRBqIC 7HpT MEET$ � OR EXCEEW REQUpEMENTS M THE SPEGFMATIONS TABtE. J. AN DIL ADSORBENT PAD OR PILLOW CqN ' BE PURCHASED WHEN Ol $PI1S PNE p ' CONCEIiN. 4. MSPECT PEft REGULATORY REpUREMENTS. a 5. THE WIOiH, W, OF T!E FLTER SPp( W ILL MATCH THE INSI�E WOIH OF THE � GRRIEDNLET80%. 6. THE DEPTH,'0', OF TFff FL7ER SRCK � WILL BE BETWEEN 18 NCHES M1076 INCHES. 7. TNE LENGTH,'L', OF THE FATER SAp( WILL MATCH THE INSIOE lENG7M OF THE GRNIEDINLET80%. ELEVpTION VEW PFtOFRE V&lV OF INSTNIED Fp,TEq $qp( LOW TO MOUERATE FIOW GEOTE%TIIE FpBRIC $PECIFIGT%)N Tq&E PROPEflTffS TESI'FffTH00 UN(i5 GRABTENSILESiRENG1H qSTMDd632 30 LBS GRAB TENS4E ELONCr1TUN ASTM DIp2 20 % PUNCiURE p67M p�879 1211 tB5 MULLEN BlIRST ASTM 0.3788 840 P51 TRAPEZOD TFAR RSTM QW3 120 LBS W RE5ISTANCE ASTM P4955 � % APPr1flENTOPENNGS� ASTMOd751 AOUSSEVE FLOW IiATE qSTM OM91 40 Gr1L1MIWSp Ff PERYITTN(fV qSTMDdW1 0.555EC-1 MODERATE TO H F GEDTEXT FR&i SPEC T PROPERTES TESTMEIl700 �NRS GRABTENSILESTRENGTX 0.5TA1WG12 265185 c�ne hrune �ancnnw asna waz 2o x ruuc�u� nsn� oae� i�s ias MlIl1EN BUqST ASTM D3788 Oa1 P51 TF2APEZOD TENt ASTM D�0.573 0.5185 W RESISTMICE A$71A p4�55 90 % APPARENT OPENNG 5� ASTM D4751 20 US SIEVE FLOW M7E ASTM P4C91 Zlq GRUMNSp FT PERMRTNRY pSTM 64091 15 SEC-1 I P 2 F'�. S�'� �" N.T.S. DO N0T USE ON ROADWAVS WHERE PONOMG MAV G1USE TRAFFlC HALiRDS. 20' MIN COMPAC7ED BACKFlLL ME N�N� 2�ENT0 7RENp1 MINB��NTO�GRWND�IC I �a• wovEri w�r� cENCe (riN. iri/z cnuce. M'� C-� /� MWC 8" MESH SPAqNG) I/ N ' C-C / (54' MIN. FENCE P0575. f'DPoVEN MIN. 72' INTO � GRWND. e�vnnoN MAX 6'MMESH �ACMMGJ Yi17Fi �FlL�uCLO1Fi COVER ��__..__. •� FABRIC N7RE FENCE P0575: SiEEL �IHER T OR U'fYPE OR 2'x2" HAROYqOD FENCE: WOVEN WIRE. 14-1/2 GA. 6' MAX MESH OPENING FlLIER FABRIC: 1. MIRAFl 140N 2. DUPON7 7YPM 33�7 s. oH ,w�aovm ewu. 1. WDYEH NIRE FENCE TO BE FIISTENm SECURELY TO fENCE POS15 WI7H MIRE 11E5 OR STAPLES 2. FlLTER CLOTH TO BE FAS7ENED SECURELY TO WOVEN NIRE FENCE WI7H 7IE5 SPACm EVERY 24' AT roa uro Mio secnan. 3. WHEN TWD SECTIONS OF FlL7ER CLOTH ADJqN EACH O7HQt iHEY SHALL BE OVERLAPPm BY 9% iNCwes 1wo Fatnm. 4. MNN7ENANCE SHALL BE PERFORMm AS NOlEO IN 7HE EROSION CON7ROL PLAN. COLLECTED MAlERIAL SHALI BE REMOVED NHEN SEDIMENT ACCUMULAlES TO H�LF 7HE HpGHT OF THE 9LT fENCE. 5. 7HE SILT FENCE NILL NOT BE 7RENCHm/DUG IN NI7HIN 7HE DRIPUNES OF THE PRESERVED TREES. SF Sedimentation�Silt Fence With With Wire Su�port N.T.S. w�me + • � AxLN0alxxqNixlEilNG Sfdtl,lSeAFROROP IyET �� I � � ' �� ' �/� �. . .w.; ' ' �,��,��"` Curb Inlet Protection WODDSfNF �� WATiIE YlAiilE SEEOEfdLZ LIIXASTNlE WOOOSfAI(E STON1SEl1EROROP E � Fp�F�C�a� PCiE7PniENEtiNM:,NOffAIE PBEINA�/FTIING.NOTCORE �� u �r z�r � �� /I _` � Drop Inlet Protection s,�o�r,�, n,v�o�� IPl Curb inlet Protection � WPTIISNAY9EASIRAWWATiIE Fi15TONEWPTiIE ACI�iIE%S�M N.T.S. wc°xxm°✓mmu�i m � �Uo uy o � � @ � °o �,E� U^LL�oo.. \ � O � C � � � H � � � U E � � N 01 � O � � ui o c� O � ca^oU_ N`°'�°°a LL H ^ � y 0 � y!.+ �to � � �J � n� mO Q� � � � � ��HLLLL � Kinney EnBneering, LL 2573 34th Avenue N. St. Petersburg, Fl. 337: 727-527-1526 FL COA #30311 �^` � W � � O lL O W H ^�` � W � � a W J � U L � J O m �J Q � m � O N � O u� O � rn v Q C N ``��1 � �l� ��.�° � a ` • • o, 4 . '' • • �� '• •f � � � : �., � � � ' W � ° !i •; � � r, �� Q •��% .tIJ �� b� ��• • •.��'� /' l,,��9! 2. 3. 4. 5. ��`' � �. $w C1.D