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HomeMy WebLinkAbout2004 07 26 Regular 502 "'.". .. '" CITY COMMISSION AGENDA ITEM 502 Consent Information Public Heariof! Ref!ular X July 26. 2004 Meeting MGR. /~ /D~t. /~ REQUEST: The Community Development Department requests the City Commission approve the proposed development agreement, preliminary and final subdivision/engineering plans, and restrictive covenants for The Landings at Parkstone. PURPOSE: The purpose ofthis agenda item is to recommend approval for the proposed development agreement, preliminary and final subdivision/engineering plans, and restrictive covenants for the 104 town-home units and associated infrastructure on 12 acres along the north side ofSR 434, west of Parks tone Boulevard. APPLICABLE CITY CODES Section 9-71. When final development plan is to be filed; extension. Section 9-72. Processing of final plans. Section 9-73. Form and contents of final development plans. Section 9-74. Action on final development plan; expiration of approval. Section 20-317. Application for construction. Division 2. General Design Standards for New Development Area (sections 20-463 thru 20- 475). Division 3. Part B. Planned Unit Development (sections 20-376 thru 20-389). July 26 2004 Regular Item 502 Page 2 CHRONOLOGY: April 21, 1995 - City received rezoning application package (RU to PUD) and master plan August 28, 1995 - City approved master plan September 25, 1995 - City approved rezoning to PUD September 3, 1997 - City approved master plan revision reducing Tract C from 13 to 2 acres and re-designating tracts C & D from Flexible land use to Neighborhood Commercial & Professional Office January 26, 1998 - City approved preliminary engineering and final subdivision plan November 23, 1998 - City approved final engineering (except for 43 lots) July 12, 1999 - City approved final engineering for remaining 43 lots January 12,2004 - City adopted of Ordinance No. 2003-35, the large scale comprehensive plan amendment from Low Density Residential to High Density Residential February 13, 2004 - City received PUD amendment package and associated engineering/subdivision documents July 7,2004 - P&Z Board recommended approval ofPUD master plan amendment and engineering/subdivision plans CONSIDERATIONS: The site is located within the City on the north side of SR 434, immediately adjacent to the west side of Parks tone Boulevard, separated by a wall from the single family portion of Parks tone. It has a Medium Density Residential Future Land Use (FLU) designation and PUD zoning (as part of the Parkstone Planned Unit Development). It is also within the SR 434 New Development Overlay Zoning District. The site is served by a private looped roadway connected to Parkstone Boulevard, with alternate egress onto SR 434. Emergency vehicle access is proposed through the southwest corner ofthe site from SR 434. The site features central water and sewer and uses the existing storm-water system already engineered and constructed for Parkstone. A traffic study was provided with the subdivision plan. The City's consultant has reviewed the study and has determined that there are no traffic issues with this site. No additional on-site and no off-site traffic improvements were deemed necessary by either traffic consultant. Access to SR 434 is controlled by the Florida Department of Transportation (FDOT). July 26 2004 Regular Item 502 Page 3 The site is vacant open land with no specimen trees, no wetlands, and no known environmental issues. A portion of the Cross-Seminole Trail extends generally east and west between the SR 434 roadway surface and the site. The developer proposes a development agreement (pursuant to Section 20-474 of the City Code) to address a number of issues that might be in conflict with the code, including, but not limited to, right-of-way widths, sidewalk width, off-site light spillage onto the private Parkstone Boulevard right-of-way, and individual garbage collection. The developer and City Attorney have been addressing the details of the development agreement. Subsection 20-380 (d) (9) of the Code requires 2 parking space for each one bedroom residential unit in a PUD (2 Y2 spaces for 2 or more bedrooms) - in contrast to only one space per residential unit outside of a PUD. A note on the face of the final engineering plan confirnls that the developer acknowledges this requirement. FINDINGS: 1. The subdivision will connect to City potable water and sanitary sewer. The City has adequate capacity for both. 2. The City Commission has determined that the site was previously approved for 180 units (14.9 units to the acre). 3. The 12 acre site is within the PUD zoning district, has a Medium Density Future Land Use (FLU) designation, and is within the SR 434 New Development Overlay Zoning District. 4. The development is proposed with a private roadway system that is not designed to City standards and therefore may not be incorporated into the City roadway system for ownership and/or maintenance. 5. A traffic study and subsequent review by the City's consultant determined no out-standing traffic issues - no additional on-site or off-site vehicular traffic improvements will be required by the City. PLANNING AND ZONING BOARD ACTION: At its regularly scheduled meeting of July 7, 2004, the Planning and Zoning Board voted to recommend approval of the PUD master plan amendment and engineering plans. The Board was advised of the issues being addressed in the proposed development agreement. July 26 2004 Regular Item 502 Page 4 RECOMMENDATION: The P&Z Board and staff recommend approval of the development agreement, preliminary and final subdivision/engineering plans, and restrictive covenants for The Landings at Parkstone, subject to the City Attorney's review of the development agreement and restrictive covenants. ATTACHMENTS: A. Draft development agreement B. Draft restrictive covenants C. Draft P&Z minutes D. Plans , CITY COMMISSION ACTION: '::. ATTACHMENT A The development agreement will be provided by the City Attorney by Friday .. "'Ji ATTACHMENT B DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE LANDINGS AT PARKSTONE THIS DECLARATION, made and executed as of the _ day of ~ 2004, by MORRISON HOMES, INC., a Delaware corporation, whose mailing address is 151 Southhall Lane, Suite 200, Maitland, Florida 32751, hereinafter referred to a "Declarant." , WHEREAS, Declatant is the owner of certain property in the City of Winter Springs, County of Seminole, State of :Florida (sometimes hereafter referred to as the "City"), which is more particularly described in the schedule attached hereto as Exhibit "A." NOW, THEREFORE, Declarant hereby declares that all of the real property described above shall be held, sold, conveyed, leaSed, encumbered. and otherwise dealt with subjectto the easements, restrictions, covenants, and conditions, reserVations, charges and lien rights hereinafter set forth, all of which are for the purpose or protecting the value, desirability and attractiveness of, and which shall run with, said real property and be binding upon, and inure to the benefit of, all parties having or acquiring any right, title or interest in the described properties or any part thereof, their heirs, successors and assigns. ARTICLE I DEFINITIONS , Section 1.1. Defined Terms. The followtng words and phrases, when used in this Declaration or any supplemental declaration hereto, shall have the following meanings: (a) "Additional Property" shall mean real property, other than that described in the schedule attached hereto as Exhibit "A." which may in the future be brought within the jurisdiCtion of the Association and this Declaration by amendment or supplement to this Declaration. (b) "Architectural Review Committee" and "ARC" shall refer to the committee established and described in Article V hereof. ( c) "Articles" shall mean the Articles of Incorporation of the Association as they may exist from time to time. (d) "Association" shall mean THE LANDINGS AT P ARKSTONE OWNERS ASSOCIATION, INC., a Florida not for profit corporation, its successors and assigns. The initial J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc Articles of Incorporation of the Association are attached hereto as Exhibit "B" and incorporated herein by reference. (e) "Board" shall mean the Board of Directors of the Association. (f) "By-Laws" shall mean the By-Laws of the Association as they may exist from time to time. The initial By-Laws are attached hereto as Exhibit "C." and incorporated herein by reference. (g) "Common Expenses" shall mean expenditures for maintenance, operation and other services required or authorized to be performed by'the Association with respeCt to the Common Area, Surface Water Management System, the Permanent Ingress and Egress Easement and Agreement recorded in O.R. Book 3582, at Page 2021, Public Records of Seminole County, Florida (the "Access Easement"), the Non-Exclusive Easement and Agreement for Drainage and Utilities, recorded in O.R. Book ~582, at Page 208, Public Records of Seminole County, Florida (the "Drainage and Utilities Easement"), or otherwise. (h) "CoJilmon Area" shall mean and refer to those areas ofland shown on any recorded subdivision plat of the Properties intended to be devoted to the CO:m1non use and enjoyment of the owners of the Properties; all real property, including any improverp.ents thereon, owned by the - Association for the- common use and enJoyinent of the Owners; any real property subsequently deeded by the Declarant to the Association for the common use and enjoyment of the Owners; the Surface Water Managertlent.8ystem, all stormwater detention/retention areas, if any, as hereafter defined; and walls and entry features; and all entitlements extended to the Property pursuaht to the AccesS Easement and the Drainage and Utilities Easement. The Common Area shall include specifically, but not by way oflimitation, the Streets and sidewalks. (i) "TIlE LANDINGS AT PARKSTONE" shall mean the property described in the schedule attached hereto as Exhibit "A" which is to be platted as THE LANDINGS AT P ARKSTONE according to the plat thereof which is to be recorded in the Public Records of Seminole County, Florida, together with any Additional Property which may be made subject to the terms of this Declaration in ,the future pursuant to the terms hereof. CD, "Declarant" shall mean MORRISON HOMES, INC., a Delaware corporation. Wherever the term Declarant is used in this Declaration, the Articles or By-Laws, it shall be deemed to include the successors and assigns of the Declarant, but only to the extent specifically so identified by an instrument in writing executed and recorded by the Declarant and shall not include an OWner who has purchased a Lot from the Declarant. (k) "Declaration" shall mean this Declaration of Covenants, Conditions and Restrictions as it may, from time to time, be amended or supplemented. (1) "Initial Assessment" shall mean the one time assessment collected from an initial purchaser of a Lot upon which Lot a single-family Residence has been constructed from a Builder as provided for in Section 5.9 hereafter. J:\L1214\word\Grahain\Declaration - Landings at Parkstone v2.doc 2 ." (m) "Institutional Lender" shall mean the owner and holder of a mortgage encumbering a Lot when such owner and holder shall be a bank, savings bank, mortgage company, life insurance company, federal or state savings and loan association, an agency of the United States government, public or private pension fund, the Veteran's Administration, the Federal National Mortgage Association, the Federal Home Loan Mortgage Corporation, the Federal Housing Administration, a credit union, real estate or mortgage investment trust, or other lender generally recognized in the community as an institutional lender. (n) "Lot" shall mean any parcel ofland shown on any recorded subdivision map or plat of the Property upon which shall be located a Residence. (0) "Maintenance" shall mean, but not be limited to, cleanup, landscaping and grounds care, and upkeep of recreational amenities, the Surface Water Management System and other facilities within the Common Area, and the repair, Maintenance and upkeep of the entry features. The term "Maintenance," as applied to the Surface Water Management System, shall mean the exercise of practices which allow the system to provide drainage, water storage, conveyance or other surface water or stormwater management capabilities as permitted by the St. Johns River Water Management District, including (i) checking the inlets for accumulation of debris and sedimentation; (ii) if applicable, checking for pond side slope stability by replacing dead sod and, after mowing operations, checking for disturbed sideb3nks; and (iii) if applicable, cleaning sediment out of ' mitered end sections (inflow to ponds). Any repair or reconstruction of the Surface Water Management System shall be as permitted, or if modified, then only as approved by the 8t. Johns River Water Management District. (P) "Member" shall mean all Owners who are Members of the Association as provided in this Declaration. ( q) "N otice" shall mean delivery to the person or entity who appears as Owner in the records of the Association of any document by mail with postage prepaid to the last known address reflected in the records of the Association. Notice to one of two or more co-owners of a Lot shall constitute notice to all Owners of such Lot. (r) "Owner" shall mean the owner as shown on the records of the Association (whether it be the Declarant, one or more persons, firms or legal entities) offee simple title to any Lot located within the Property or any Additional Property. Owner shall not mean the holder of any mortgage or lien unless and until such holder has acquired title pursuant to foreclosure or a proceeding or deed in lieu of foreclosure nor shall the term include any lessee or tenant of any Owner. (s) "Plan" shall mean any recorded plat of any portion of the Property and Additional Property for the development of THE LANDINGS AT PARKS TONE as recorded in Plat Book , Page of the Public Records of Seminole County, Florida. J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 3 . .' (t) "Property" shall mean the real property described in Exhibit "A" attached hereto and, when added in accordance with the terms and conditions hereof, and any Additional Property which may be made ~ubject to this Declaration in the manner provided herein. (u) "Residence" shall mean and refer to any single-family residential building constructed on a Lot for which a certificate of occupancy has been duly issued. (v) "Streets" shall mean the areas designated for vehicular traffic and more particularly known as Tract _ on the Plan, which area is not included in a Lot. (w) "Surface Water Management System" shall mean that portion of the Property constituting a system designed and constructed or implemented to control discharges which are necessitated by rainfall events, incorporating methods to collect, convey, store, absorb, inhibit, treat, use or reuse water to prevent or reduce flooding, overdrainage, enVironmental degradation, and water pollution or otherwise affect the quantity and quality of discharges from the system, as permitted pursuant to Chapters 40C-4, 40C-40, or 40C-42, Florida Administrative Code, the Maintenance of which shall be the responsibility of the Association in accordance with the Surface Water Management Permit No. , previously issued by S t. Johns River Water Management District, as amended from time to time, insofar as the Permit pertains to the Property within the jurisdiction of the Association. (x) "Conservation Area'; or "Conservation Easement Area" shall mean and refer to all such Property so designated upon any recorded Subdivision Plat or Plats ofthe Property. The Declarant reserves the right to add lands to the Conservation Easement Area. Section 1.2. Interpretation. Unless the context otherwise requires, the use herein of the singular shall include the plural and vice versa; the use of one gender shall include all genders; and the use of the term "including" shall mean "including, without limitation". This Declaration shall be liberally construed in favor of the party seeking to enforce the provisions hereof to effectuate the purpose of protecting and enhancing the value, marketability, and desirability of the Properties by providing a common plan for the development and preservation thereof The headings used herein are for indexing purposes only and shall not be used as a means of interpreting or construing the substantive provisions hereof. ARTICLE II EASEMENTS. PROPERTY RIGHTS AND MAINTENANCE OBLIGATIONS Section 2.1. Utility Easements. The Declarant reserves the right to grant easements, from time)o time, to any public or private utility or governmental authority providing utility and other services within the Property over, under, upon and through the Property. Any such easement granted by the Declarant pursuant hereto shall be given for the purpose 0 f maintaining, installing, repairing, altering and operati~g sewer lines, irrigation lines, water lines, lift stations, effluent disposal lines, pipes, wires, power lines, telephone service, gas lines, cable television service, alarm systems, and like machinery, equipment and apparatus appurtenant to all of the forgoing as may be necessary or desirable for the installation and Maintenance of utilities and providing services to Owners, the J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 4 Property and the Common Area. All such eaSements shall be of such size, width and location as the Declarant, in its discretion, deems appropriate; provided, however, such discretion will be exercised in such a manner so as to not unreasonably interfere with the use of any improvements which are now, or may hereafter be, located upon the Properly. Section 2.2. Owners' Easement of Eniovment. Except as to (i) the ,Surface Water Management System which shall be operated and maintained by the Association as required by the . St. Johns River Water Management District, (ii) if applicable, the stormwater detention/retention areas identified in Section 1.1 (h) above, (iii) drainage and utility easements, if any, dedicated in the THE LANDINGS AT PARKSTONE Plan to the Public and The City of Winter Springs, Florida, and (iv) the entitlements for the Property provided for in the Drainage and Utility Easement, every Owner shall have a nonexclusive right and easement of enjoyment in and to the Common Areas, if any, which shall be appurtenant to and shall pass with the title to every Lot. Section 2.3. Convevance of Common Area. At the time of recording of the }>lan for THE ,LANDINGS AT PARKS TONE, all tracts which are to be owned and maintained by the Homeowners Association shall be conveyed by the Declarant to the Homeowners Association by warranty deed and from and after such conveyance and recording of the same in the Public Records of Seminole County, Florida. Section 2.4. Streets.' Easements and Property Rights in the Streets within the Property shall be governed by the provisions of Article VI herein. Section 2.5. Surface Water ManagementSvstem. The Association and Declarant shall have a perpetual and non-exclusive easement over all areas of the Surface Water Management System for access to operate, maintain, or repair the same. By this easement, the Association and Declarant shall have the right to enter upon any portion of any Lot which is a part of the Surface Water Management System, at a reasonable time and in a reasonable manner, to operate, maintain, or repair' the Surface Water Management System as required by the St. Johns River Water Management District Permit described above in Section 1; 1 (w). Additionally, the Association and Declarant shall have a perpetual non-exclusive easement for drainage over the entire Surface Water Management System. No person shall alter the drainage flow of the Surface Water Management System, 'including buffer areas or swales, without the prior written approval of the S1. Johns River Water Management District. Maintenance of the Surface Water Management System shall include at a minimum the requirements set forth in Section 1.1 (0). Surface Water Management System shall include those portions, if any, of the Property designated on the Plan as retention areas or drainage easements (collectively "stormwater detention/retention areas") or by Declarant for irrigation, drainage or beautification purposes in a manner consistent with the original design thereof by the Declarant and in accordance with the requirements of applicable governmental authorities. The stormwater detention/retention areas, if any, shown on the Plan, any plat or conveyance shall be used 'for the construction, repair and Maintenance of drainage facilities including, but not limited to, canals, pumps, pipes, inlets and J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 5 . . outfall structures and all necessary appurtenances thereto. In addition to the consent required above from the St. Johns River Water Management District, the location of the drainage pattern may not be modified or relocated without the prior written consent of the Declarant and any other applicable governmental authority. In the event of a dissolution or termination of the Association, the assets of the Association and the responsibility for the operation and maintenance of the Surface Water Management System must be transferred as provided for in Article XI of the Articles. Section 2.6. Maintenance of Common Areas. The Association shall perform all maintenance as described in Subsection 1.1 (0). Until such time as the Class B membership is converted to Class A as provided for hereinafter, imd any provisions herein to the contrary notwithstanding, in the event the assessments collected by the Association are insufficient to pay the cost of Maintenance ofthe Common Areas, the Declarant shall be obligated to fund the cost of the same. Section 2.7. Engineer's Report As a condition to the City's final approval of the subdivision infrastructure, the Association must have retained the services of a FloIida registered engineer experienced in subdivision construction (other than the engineer of record for the subdivision as of the date of the City's approval of the subdivision infrastructure construction plans) - who shall inspect the Streets and prepare' a written report which recommends the amount of money that should be budgeted for and collected each year'to be held in a reserve account to be used solely for resurfacing (and reconstruction, when necessary, in connection with the resurfacing of the Streets); such report shall estimate the frequency during which the Streets are to be resurfaced (e.g., every twelve (12) to fifteen (15) years). The engineer's report shall be signed and sealed by the engineer and a copy of the same, with original signature and seal shall be filed with the City. The budget prepared by the Association for the annual assessment, to be collected from the Owner, shall incorporate the engineer's estimate of the annual amount to be collected for resurfacing of the Streets. ARTICLE III RULES AND REGULATIONS Section 3.1. Residential Use. Each Lot shall be used for single-family residential purposes only, arid no trade or business of any kind may be carried on therein or thereon; provided, however, the lease or rental of a Residence shall not constitute a violation of this covenant. , Section 3.2. Antennas. No television antennas may be erected and maintained on a Lot if cable television is available to serve the Properties. If cable television is not available, a single television antenna may be erected and maintained solely within the attic area and not otherwise visible from the exterior, which antenna shall be removed within three (3) months from the date of availability of cable television. Satellite dish~s, one meter or greater in diameter, including support . structures appurtenant thereto, which are no higher than four (4) feet from ground level may be installed in rear yards so long as the entire rear yard is fenced in the manner provided herein. A satellite dish which is less than one meter in diameter shall be installed so that the same is not visible J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 6 , . from the street, provided, however, that this restriction shall not apply if installation in a location visible from the street is necessary in order for reception to be received by such satellite dish. Section 3.3. Clothes Drying Area. No portion of any Lot shall be used as a drying or hanging area for laundry of any kind. Section 3.4. Prohibition of Damage and Certain Activities. Nothing shall be done or kept on any Lot or in the Common Area which wouid be in violation of this Declaration or any statute, rule, ordinance, regulation, permit or other validly imposed requirement of any governmental body. No damage to, or waste of, the Common Area shall be committed by any Owner or any Tenant or' invitee of any Owner; and ea,ch Owner shall indemnify and hold the Association, the Declarant, and other Owners harmless against all loss resulting from any such damage or waste caused by him or his Tenants or invitees, to the Association or other Owners. No noxious, destructive oroffens'ive activity shall be permitted on any Lot or in the Common Area, nor shall anything be done therein which may be or may become an annoyance or nuisance to any other Owner or to any other person at any time lawfully residing on the Property. Section 3.5. Signs Prohibited. No sign of any kind shall be displayed to the public view on any Lot or the Common Area without the prior written consent of the Association, except customary name and address signs and no more than one (1) lawn sign of not more than four and one-half (4 1/2) square feet in size (or such lesser amount as may be required by applicable governmental regulations) advertising the property for sale (as opposed to signs indicating availability for rental or lease, which signs are expressly prohibited) provided the same are otherwise in accordance with rules and regulations adopted by the Association. Section 3.6. Parking. All automobiles, SUVs, trucks and all other vehicles of every type shall be parked in garages and designated off-street parking areas only; no parking shall be permitted on the streets. Further, the Association may promulgate further rules and regulations affecting the , parking of any vehicles which appear in the best interest of all owners and any such regulations may be in conflict with or supercede the regulations set forth in this Section 3.6. Section 3. 7. Animals. No animals, livestock, or poultry of any kind shall be raised, bred, or kept on any Lot or the Common Area, except that dogs, cats and other customary household pets (but not to exceed a total of three (3) pets) may be kept on Lots subject to limitations, which may be imposed from time to time by applicable governmental authority and further subject to rules and regulations adopted by the Association, provided that they are not kept, bred, or maintained for any commercial purpose. Each Owner shall be responsible at all times for the prompt collection and proper removal and disposal of all excrement from their pets. The Association may prohibit the keeping of any pet anywhere upon the Property which the Association reasonably determines may constitute a threat to the safety or health of persons lawfully upon the Property. All Owners at all times shall comply with all rules, regulations, ordinances, statutes, and laws adopted, promulgated, or enforced by any public agency having jurisdiction of the Property and relating to animals, and shall at no time allow such animals to constitute a nuisance within any portion of the Property. J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 7 Section 3.8. Trash and Garbage. No trash, garbage, or other waste material shall be kept or ,permitted upon any Lot or the Common Area except inside the improvements on each Lot or in sanitary containers concealed from view by, at a minimum, the fence permitted as provided for in Section 3.11 hereafter and/or landscaping, and otherwise in conformity with rules and regulations adopted by the Association. There shall be no burning of trash or any other waste material. Section 3.9. Provisions Are Inoperative As to Initial Construction. Nothing contained in this Declaration shall be interpreted or construed to prevent the Declarant, its transferees, or its or their contractors, or sub-contractors, from doing or performing on all or any part of the Property owned or controlled by the Declarant, or its transferees, whatever they determine to be reasonably necessary or advisable in connection with the completion of the construction, marketing and sale of improvements on the Lots"and the Common Area, including, without limitation: (a) erecting, constructing, and maintaining thereon such temporary structures or , uses otherwise conforming with applicable zoning regulations of The City of Winter Springs, Florida as may be reaSonably necessary for the conduct of Declarant's business of completing such construction and establishing the Property as a residential community and disposing of the same in parcels by sale, lease, or otherwise; or (b) maintaining such sign or signs thereon conforming with applicable zoning regulations of The' City of Winter Springs, Florida as may be reasonably necessary in connection". with the sale, lease, or other transfer of the Property in parcels. As used in this Section and its sub-paragraphs, the term "its transferees" specifically does not include purchasers of Lots improved as completed'Residences. Section 3.10. Recreational Equipment. Subject to prior approval ofthe ARC as to specific location, all basketball backboards, fixed or otherwise, and any other fixed game and play structures shall be located at therear of the Residence, or in the case of corner Lots on the inside portion of the Lot within the setback lines. Treehouses or platforins of the like kind or nature shall not be constructed on any part of the Lot located in front of the rear line of the Residence constructed thereon. Skateboard ramps or equivalent structures shall not be permitted on any Lot. Section 3.11. Fences. No fence or walls shall be allowed except for white vinyl fencing between units which shaIi not exceed a length of eight feet (8') nor a height in excess of six feet (6'); such fencing shall be allowed only to separate each unit from an adjoining unit for privacy purposes; fencing shall not be used for enclosure purposes. All fencing must be approved, in writing, by the ARC, in accordance with the provisions set forth in Article VII hereafter, before being erected. Section 3.12. Safe Neighborhood Improvements District. The City of Winter Springs, Florida may require or pennit the Declarant to form one or more safe neighborhood improvements districts, as provided for in Part IV of Chapter 163, Florida Statutes, as the same may be amended from time to time, for Maintenance and operation of street lights to be installed on the Property, Maintenance of stormwater drainage and retention systems, if any, on the Property, or the performance of other services beneficial to Owners of Lots in THE LANDINGS AT P ARKSTONE. J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 8 All Lots shall be encompassed within any such district(s) which maybe established and shall be subject to the restrictions, limitations and assessments as may be imposed upon the property within any such district(s). All Owners shall be bound by any agreement or resolution creating a safe neighborhood improvement district and all Owners shall join in and execute any instrument which may be required in connection with the establishment of such district(s). Section 3.13. Swimming Pools. No swimming pool, whether above or below ground, shall be constructed on any Lot. Section 3.14. Air Conditioning Equipment. Heating and cooling of Residences with , systems of active or passive solar, wind and other forms of energy other than gas or electric shall be subject to prior approval of the ARC. Components of such systems that are affixed to the exterior of a Residence shall not be permitted unless the design thereof shall have first been approved by the ARC. Exterior components of any cooling or heating system (or a combination thereof) shall be substantially screened from view from the street fronting the Residence. Section 3.15. Transmission Facilities. No radio or,television signals nor any other form of electromagnetic'radiation shall be permitted to originate from any Lot which interferes with the reception of television or radio received upon any other Lot. Section3~16. Maintenance of Lots. No Lot shall-be used or maintained as a dumping ground for rubbish, trash, or other waste. All setback areas, yards, walkways, driveways and parking areaS shall be maintained and kept in a neat and clean condition, free of refuse and debris. All landscaped areas (up to the edge of pavement on the public right-of-way adjacent to each Lot) shall be maintained in live, healthy and growing condition, properly watered and trimmed. Any planting of grass, shrubs or trees which become dead or badly damaged, shall be replaced with similar sound and healthy plant materials. Section 3.17. Fuel Tanks. No fuel tanks or similar storage receptacles may be exposed to view from front or side streets or adjacent properties, but may be installed within the Residence, within a walled in or screened area, or buried underground, and shall be approved by the ARC prior to construction. Section 3.18. Mailboxes. All mailboxes shall meet the requirements of the United States Postal Service for multiple mailboxes and shall otherwise conform with the criteria of the applicable governmental authority as to type of mailboxes allowed and the specific distance needed in the recovery area of the street system. Section 3.19. Inoperative Vehicles and Repair. No inoperative cars, trucks, trailers or other types of vehicles shall be allowed to remain on the Property for a period in excess oftwo (2) days. There shall be no major maintenance, repair or restoration' performed on any motor vehicle on or adjacent to any Lot in the Property; provided, however, such maintenance, repair or restoration may be done if solely within an enclosed garage. All vehicles shall have current license plates. Moreover, no stripped, unsightly, offensive, wrecked, junked, or dismantled vehicles or portions thereof, shall be parked, stored or located upon any Lot at any time. J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 9 Section 3.20. Garage Doors. All Residences shall be constructed so as to include operational garage doors. All garage doors shall remain closed at all timewhen not in use for entry or exit to or from the garage. Section 3.21. Window and Sliding Glass Door Treatments. All windows shall have two inch (2") white blinds; all sliding glass doors shall have white vertical blinds. . Section 3.22. Rules and Regulations. No Owner shall violate the rules and regulations for the use of the Lots and the Common Area, as the same are from time to time adopted by the Association. The prohibitions and restrictions contained in this Article shall be self-executing without implementation by further rules and regulations; provided, however, the foregoing shall not be construed as an implied prohibition preventing the A$sociation from extending the scope of such prohibitions and restrictions from time to time by adopting further rules and regulations consistent with this Declaration. ' ' ARTICLE IV . MEMBERSHIP AND VOTING RIGHTS Section 4.1. Membership. Every Owner of a Lot shall be a Member of the Association. Membership shall be appurtenant to and may not be separated from ownership of any Lotwhich is subject to assessment. Section 4.2. Votilig Rights. The Association shall have two classes of voting membership: Class A. Class A Members shall be all Owners, with the exception of the Declarant, each of whom shall be entitled to one (1) vote for each Lot owned. When more than one (1) person holds an interest in any Lot, all such persons shall be Members. The vote for such Lot shall be exercised as they determine, but in no event shall more than one (1) vote be case with respect to any Lot. Class B. The Class B Member shall be the Oeclarant who shall be entitled to three (3) votes for each Lot owned. The Class B membership Shall cease and be converted to Class A membership on the happening ,of any of the following events, whichever occurs earlier: (a) when seventy-five percent (75%) of the Lots are deeded to Class A Members and certificates of occupancy have issued thereon; (b) three (3) months after ninety percent (90%) of the maximum number of residential Lots allowed for the Property have been conveyed to Class A Members; (c) on the date which is ten (10) years after the recording of this Declaration; or (d) upon voluntary conversion to Class A Membership by the Declarant; J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 10 provided always that such conversion shall not be effective sooner than the point in time at which certificates of occupancy have been issued for seventy percent (70%) of the Lots. At the time of conversion of the Class B membership to Class A membership, all Declarant's rights and obligations shall be transferred to the Association (unless otherwise specifically provided for in this Declaration, without the necessity of any action, formal or otherwise, to be taken by Declarant or the Association). ARTICLE V COVENANT FOR MAINTENANCE ASSESSMENTS Section 5.1.' Creation of the Lien and Personal Obligation of Assessments. The Declarant hereby covenants, and each Owner of any Lot by acceptance of the deed for the Lot, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Association annual, special and other assessments to be established and collected as hereinafter provided. Such assessments, together with interest, costs, and reasonable attorneys' fees, shall be a charge on the land and shall be a continuing lien upon the Lot against which each such assessment is made. Each such assessment, together with interest, costs, and reasonable attorneys' fees, shall also be the personal obligation of the person who was the Owner of such Lot on the date when the assessment became due. The personal obligation for delinquent assessments shall not pass to a successor in title unless expressly assumed'bysuch successor; provided, however; in no event shall assumption by a' successor relieve the former Owner of any personal liability arising hereunder. In the case of co- ownership of a Lot, all such co-owners shall be jointly and severally liable for the entire amount of the assessment. Section 5.2. Purpose of Assessments. The assessments levied by the Association shall be used exclusively (i) to promote the recreation, health, safety, and welfare ofthe Owners of the Lots, their guests, lessees and business invitees; (ii) for the improvement, repair, replacement and Maintenance of the Common Area, (including resurfacing of the Streets) and the improvements located thereon; (iii) for a proportionate share of the cost and expense of maintaining the Access Easement and all related amenities; (iv) for maintenance of any stormwater/retention areas, if any, and the Surface Water Management System as set forth in Section 2.5 above; (v) for payment of all taxes assessed to, the Association, if any, in respect to the Common Area, or the improvements or . , personal property thereon, or both; and (vi) for the general purpose of enabling the Association to perform and fulfill its authorized or required rights, powers, duties and obligations. Section 5.3. Annual Assessments. The Association shall have the power to levy annual assessments against the Lots and the Owners thereof in the maimer and for the purposes provided herein. The Association shall have the further right to require the payment of annual assessments in montWy, quarterly or semi-annual installments as the Association may deem necessary and appropriate. Section 5.4. Maximum Annual Assessment Until January 1 of the year iinmediately following the date of the conveyance of the first Lot by Declarant to an Owner, the maximum annual aSsessment shall be $ per Lot, plus any amounts that may be assessed under Sections J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 11 5.5 or 5.6 or to meet the requirements of Section 5.15 of this Article V. The actual amount of the annual assessment shall be determined by the Board on an annual basis subject to the following: (a) From and after January 1 of the year immediately following the conveyance of the first Lot by the Declarant to an Owner, ,the maximum annual assessment may be increased each year without a vote of the Members by an amount not more than fifteen percent (15%) over the maximum assessment for the preceding year. (b) Prom and after January 1 of the year immediately following the conveyance of the first Lot by the Declarant to an Owner, the maximum annual assessment may be increased by more than the amount permitted pursuant to Subparagraph (a), above, by a vote Qftwo-thirds (2/3) of 'each class of Members who are voting in person or by proxy at a meeting duly called for such purpose. ( c) The Board or Directors may fix the annual assessment at an amount not in excess of the amount set forth herein, provided, always that same shall be sufficient to make all required deposits to each of the Association's accounts established in Section 5.14 belo'w. Section 5.5. Individual Assessments. The Association may impose an individual assessment upon any Owner whose 'use or treatment of the Common Area, any Lot or the improvements on -any Lohs-notin conformity with the standards adopted by the Association or which increases the Maintenance cost to the Association above that which would result from compliance by the Owner with such use restrictions imposed by this Declaration. The maximum amount of such assessment shall be equal to such cost incurred plus ten percent (10%) to cover the cost of administration and may be enforced in the manner provided for other assessments. Section 5.6. Special Assessments for Capital Improvements~ In addition to the annual assessments authorized above,' the Association may (i) levy, in any assessment year, a special assessment applicable to that year only for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, repair or replacement of a capital improvement upon the Common Area, including fixtures and personal property related thereto, provided that any such assessment shall have the assent of two-thirds (2/3) of the votes of each class of Members who are voting in person or by proxy at a meeting duly called for this purpose; (ii) levy a special assessment upon authorization of the Board of Directors of the Association, for the purpose set forth in Section 11.1 hereof. Section 5.7. Notice and Quorum for Anv Action Authorized Under Sections 5.4 and 5.6. Written notice of any meeting called for the purpose of taking any action authorized under Section 5.4 or 5.6 shall be sent to all Members not less than thirty (30) days nor more than sixty (60) days in advance of the meeting. At the first such meeting called, the presence of Members or of proxies entitled to cast majority of all the votes of each class of Membership shall constitute a quorum. Section 5.8. Uniform Rate of Assessment: Required Assessments: Deficit Funding. Both annual and special assessments must be fixed at a Uniform rate for all Lots; except that as long as J:\L1214\word\Grabam\Declaration - Landings at Parkstoile v2,doc 12 , there is Class B Membership, the Declarant will have the following options with respect to the annual assessments: (i) the Declarant may pay the annual assessment at the rate of up to 25% at the rate fixed for Class "A" membership on all unoccupied Lots owned by the Declarant and, in addition; shall pay any operating expenses that exceed the assessments receivable from other Members and other income of the Association; or (ii) the Declarant may pay the full rate of annual assessment at which time the obligation to pay any operating expenses that exceed the assessments receivable from other Members and other income of the Association will cease. The Declarant shall be bound to pay annual assessments in accordance with (i) above until such time as the Declarant gives written Notice to the Association that (ii) above will be the method offixing assessments against the Declarant. This rig~t, benefit and obligation may be specifically assigned to a Builder, provided that the Builder affirmatively accepts such assignment. For that portion of the annual assessments which are allocated for the accounts established in Section 5.14 below, the Association shall impose and collect assessments against each Lot, including those Lots owned or controlled by the Declarant and by any builder, without exception. The -oblig~tion to collect and pay assessments to fund the accounts' shall commence as of the- date on which the City issues its certificate of completion for Streets, Surface Water Management System and other related improvements for the subdivision. However, ifthe Plan has notbeen recorded as ofthilt date, the obligation to collect and pay assessm'ents shall commence as of the date the Plan is recorded ill the Public Records of Seminole County, Florida. The assessments must be imposed and collected in amounts sufficient, when added to invest:ri:1ent earnings and other available revenu~s of the Association, if any, to make all required deposits to each of the required Association accoUnts established by Section 5.14 below. In addition to the annual and special assessments authorized herein, the Association may levy, as set forth in Section 5.5 above, a single lot individual assessment applicable only to a specific Lot that haS failed to meet its Maintenance obligations set forth in Article III, Section 3.16, or elsewhere in this Declaration. Section 5.9. Initial Assessment In addition to the annual, special and individual assessments provided for hereunder, the Association shall have the right to collect from each party purchasing a Lot a one-time Initial Assessment in the amount of $ '.00. The Initial Assessment shall be due and payable only at the time of the conveyance of the Lot to the initial purchaser of the Lot from a Builder and shall not apply to subsequent conveyances of said Lot to subsequent Owners. The Initial Assessment may be utilized in the discretion of the Declarant to offset any obligation of the Declarant to deficit fund the operation of the Association or for any other lawful purpose as set forth herein for the use of Annual Assessments. At the time of paymehtof the Initial Assessment provided herein, the Owner shall likewise pay to the Association that portion of the Annual Assessment provided in Section 5.3 prorated from the date of purchase through the end of the then current calendar year. J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc ,13 Section 5.10. Date of Commencement of Assessments: Due Dates. Exclusive of those amounts required to be collected pursuant to Section 5.8 above, the annual assessments provided for herein shall commence as to all Lots on such date as shall be determined by the Board in conformity with the provisions of this Declaration, but in'any event shall commence no later than the date of the conveyance of the first Lot. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The Board shall fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every Owner subject thereto. The due dates of periodic instalhnents shall be established by the Board. The Association shall, upon request, and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether the asSessments on a specified Lot have been paid. A properly executed certificate of the Association as to the status of assessments on a Lot is binding upon the Association as of the date of its issuance. Section 5.11. Determination of Allocation of Assessments. The number of Lots used for the calculation of the annual assessments shall be determined as of the ownership of record thirty (30) days prior to the commencement of the fiscal year of the Association and when so determined shall be controlling for the entire fiscal year. . Section 5.12. Effect on Nonpavment of Assessments: Remedies of the Association. If any assessment is not paid on the date due as determined in the manner provided in this Article V then such assessment shall become delinquent and shall, together with accriled and accruing interest and costs of collection as herein provided, become due and payable and be a continuing lien on such Lot which shall bind such Lot and the then Owner. The Association may record a notice of lien for delinquent assessments in the Public Records' of Seminole County, Florida, and foreclose the lien in the same manner as a mortgage. Upon recording, the lien shall secure the amountof delinquency stated therein and all unpaid assessments, interest and costs of coliection accruing thereafter until satisfied of record. If the assessment is not paid within thirty (30) days after the delinquency date, the assessment shall bear interest from the date of delinquency at the rate of twelve percent (12%) per annum, and the Association may bring an action at law against the Owner personally obligated to pay the same or foreclose the lien against the Lot, there being added to the amount of such assessment interest at the aforesaid rate and all costs of collection, including reasonable attorneys' fees incurred in connection therewith at trial and all appellate levels. Section 5.13. Subordination of the Lien to Mortgages. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage he1d by an Institutional ,Lender encumbering a Lot; provided, however, such subordination shall apply only to the assessments with respect to such Lot to the extent they have become due and payable prior to a sale or transfer of such Lot pursuant to a foreclosure judgment or in any other proceeding in lieu of foreclosure. Such sale or transfer shall not relieve such Lot from the liability for any assessments thereafter becoming due, nor from the lien of any such subsequent assessment. An Institutional Lender shall, upon request, be entitled to written notification from the Association of any default of an Owner of any obligation hereunder which is riot cured within sixty (60) days. Furthermore, the Association may provide such notice without receiving a request from an Institutional Lender, J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 14 Section 5.14. Forced Assessment. If at any time the Association fails to levy, collect or enforce assessments for the Maintenance of Common Areas, or if the Association fails to maintain assessments at a level allowing for adequate maintenance, the City of Winter Springs shall have the right to levy, collect and enforce assessments for Maintenance of common Areas or to cause the assessments to be at a level allowing for adequate maintenance, and shall be entitled to all rights and remedies available to the Association, as provided for herein, including lien rights. In addition, the St. John's River Water Management District and the City shall have the right to levy, collect and enforce assessments with respect to the operation, maintenance and repair of the Surface Water Management System in the event the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance and repair. Section 5.15. No Assessment. It is specifically provided that no property owned by the City of Winter Springs or any other governmental entity shall be stibjectto assessments levied by the Association. ARTICLE VI SUBDIVISION STREETS Section 6.1. Maintenance: Assessments. The Association shall maintain Tract_ within the Property and assess the cost of Maintenance to the Members. The estimated Maintenance cost shall be included in each annual budget and assessed to each Lot. The Association shall have the rigl;lt to propose a special assessment, if necessary, to defray the cost of any extraordinary repairs of Tract . The procedure for the adoption and colleCtion of regular and special assessments for Maintenance of Tract shall be as set forth in Article V. Notwithstanding the foregoing sentence, the Board of Directors of the Association, if it finds that an emergency road repair is needed to promote or insure the health, safety or welfare of the community, may take such curative action as may be necessary and assess the cost thereof as a special assessment without the necessity of a prior meeting of Members. Section 6.2. Street Parking. No vehicle may remain parked on a Street area for more than one hour, except that vehicles of gue~ts who are visiting an Owner may park in the Street for a period not exceeding four hours ifthere is no room on the Owner's driveway. However, any cars so parked must not be parked in such a way as to hinder ability to pass on the street, hinder access to any driveway, or to create a safety hazard. The Association shall have the right to tow repeat offenders' vehicles after placing a warning notice on the offending car one time. Section 6.3. Prohibited Vehicles. As long as Tract is not dedicated to a local government, each of the following vehicles is prohibited from using Tract : motorcycles, motor-scooters, all-terrain vehicles, dune buggies, or similar vehicles. Section 6.4. Security. As long as Tract is not dedicated to. a local government, the Association shall have right to provide for secUrity in order to keep unauthorized persons or vehicles off Tract and the Property. The security provisions may include a restricted access point at the subdivision entrance. ]:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 15 '. ' ,Section 6.5. Access. Unless otheIWise stated herein, all of the Streets located in The Landings at Parkstone are not dedicated for public use and such Streets and easements are not and willliot be a part of the City system of public roads. Said Streets and easements shall remain private and the sole exclusive property of the Declarant, its successors and assigns, and shall be conveyed to the THE LANDINGS AT P ARKS TONE OWNERS ASSOCIATION, INC. by fee simple quit claim deed as provided for elsewhere herein. The Declarant does hereby grant to the present and future . owners of adjacent lands within the boundaries of the Plan and their guests, invitees and domestic help, and to delivery. pick up and emergency protection services, police, fire and other aP'thorities of the law, United States Postal Service mail carriers, gas, power, telephone, cable television, street lighting and solid waste service providers, representatives 6futilities authorized by the Declarant to serve the land shown on the Plan, holders of mortgage liens on such lands, the Declarant, and such other persons as the Declarant, from time to time, may designate, the non-exclusive and perpetual right of ingress and egress over and across said Streets and easements. The City of Winter Springs is also granted the right, iri perpetuity, to enter, operate, construct, reconstruct, repair, maintain and inspection all facilities which have been or will in the future be constructed or installed for the public good and welfare, and which may include but not be limited to the following: water, sanitary sewer, and stormwater sewers. In the event that The City of Winter Springs open cuts the pavement in any Street, or any portion of a Street, to replace, repair or service a City facility, then the City shall only be required to replace that portion of the road within the limits of the open cut. Section 6.6. Rights of Declarant There is hereby granted a perpetual easement to Declarant, its successors and assigns for the purpose of providing access to prospective purchasers of Lots or of constructed homes. No plan of restricted access through the use of a guard gate or check point niay be commenced without the Declarant's consent. This easement will terminate automatically if the access ensured hereby is provided by dedication of Tract __ to a local government. Section 6. 7. ,Construction Vehicles. Access for construction vehicles shall be permitted only during daylight hours for the purpose of constructing improvements which have received prior approval ofthe ARB. Section 6.8. Speed Limits. Subject to applicable law in the event Tract __ is dedicated to a local government, traffic through Tract within the Property shall be limited to a maximum speed of fifteen (15) miles per hour. The Association may establish a different limit or may establish other traffic regulations as it deems necessary. Until such time that dedicated of Tract _ to a local government occurs, enforcement of traffic laws, as requested by the Association, shall be by the City of Winter Springs Police Deparbnent and all costs of such enforcement incurred by the Police Deparbnent shall be paid by the Association. Section 6.9. Periodic Resurfacing. The Association shall require that the Streets be tesurfaced every twelve (12) years unless a longer period oftime is approved by The City of Winter Springs Engineer. ' ];\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 16 Section 6.10. Transfer to The City of Winter Springs. Any transfer of property rights concerning the Streets or other subdivision infrastructure, including the Property on which such infrastructure is located, to The City of Winter Springs or other govermnental entity shall require the concurrence of all Lot Owners. ' , Section 6.11. The City of Winter Springs Liability. Until such time that dedication of Tract ---.:.. to a local govermnent occurS, the Declarant (to the extent and limited to (i) the period during which the Declarant controls the Associatio'n, and (ii) the extent the Declarant has a right, title, interest and/or estate in or to any platted lots) and the Association hereby expressly hold the City of Winter Springs and its officers and employees harmless from any cost arising directly or indirectly, out of maintenance, repair and/or reconstruction of, or tort liability or award of damages related to or arising in connection with, Tract "c" and/or the Streets, sidewalks, the Surface Water Management System or any other subdivision infrastructure. Section 6.12. No Tax Discount. No tax discount or credit will be available to Lot Owners for the Maintenance or repair of the Streets and the Surface Water Management System by the Association. Section 6.13. Convevance of Streets. At such time as the Plan is recorded, the Declarant' shall convey by warranty deed its fee simple right, title and interest in and to the Tract Streets as shown on the Plan to the Association, which deed shall be recorded among the public records of Seminole County, Florida. Such conveyance shall be subject to the easement rights set forth in Section 6.5 above. ARTICLE VII ARCHITECTURAL CONTROL Section 7.1. Establishment of Architectural Review Committee. There is hereby established an Architectural Review Committee (the "ARC") which shall consist of three (3)orrriore persons designated and appointed by the Declarant. At such time as the Declarant 1)0 longer owns any Lot within the Property (or earlier at the option of the Declarant), the Declarant shall assign to the Association all rights, powers duties and obligations of the ARC, whereupon the Board shall appoint the members of the ARC and shall provide for the terms of the members of the 'ARC, Members of the ARC need not be officers, directors or Members of the Association. Section 7.2. ARC Authority. The ARC shall have full authority to regulate the use and appearance the Property and all improvements constructed thereon to assure hatmony of external design and location in relation to surrounding improvements and topography and to protect and preserve the value and desirability of the Property as a residential community. The power to regulate shall include the power to prohibit those exterior uses or activities deemed inconsistent with the provisions of this Declaration, or contrary to the best interests or the Association in maintaining the value and desirability of the Property as a residential community, or both. The ARC shall have authority to adopt, promulgate, rescind, amend and revise rules and regulations in connection with the foregoing; provided, however, such rules and regulations shall be consistent with the provisions J:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 17 of this Declaration and, in the event the Board has not constituted itself as the ARC; such rules and regulations shall be approved by the Board prior to the same taking effect. Violations of the rules and regulations of the ARC shall be enforced by the Board, unless such enforcement authority is delegated to the ARC by resolution of the Board. Section 7.3. ARC ApprovaL No building, fence, hedge, walk, dock, pool, planting, sign, 'or enclosure or addition to any improvement located upon a Lot shall be constructed, erected, removed, planted or maintained nor shall any addition to; or any change or alteration thereof, be made until the plans and specifications showing the nature, kind, shape, height, materials, color scheme and location of same shall have been submitted to, and approved in writing by, the ARC. Any change in the exterior appearance of any improvement, including, without limitation, repainting in the same or different color, exterior refinishing, re-roofing, or the addition of architectural details, decorative sculptures 'or wrought iron grills, construction offences or other enclosures, shall likewise require written approval of the ARC before any such work is commenced. The ARC shall have the right to refuse approval of plans, specifications or locations upon any grounds, including purely aesthetical considerations, which the ARC, in its sole arid absolute discretion, deems appropriate. Section 7.4. Submissions of Plans and Specifications. As part of the application process to the ARC, two (2) complete sets of plans and specifications (including the landscape plan) prepared by an architect or other person found to be qualified by the ARC and two (2) site plans shall be submitted for approval by written application on such form as maybe provided, -required or approved by the ARC. In addition, the anticipated commencement date and estimated time for completion shall be included in the application to the ARC. In the event the information submitted to the ARC is, in its opinion, incomplete or insufficient in any manner, it may request and require the submission of additional or supplemental iriformation. Section 7.5. Standards. No approval shall be given by the ARC pursuant to the provisions of this Article unless the ARC determines that such approval shall (i) assure harmony of external design, materials, and location in relation to surrounding improvements and topography within the Property; (ii) shall protect and conserve the value and desirability of the Property as a residential community; (iii) shall be consistent with the provisions ofthis Declaration; and, (iv) shall be in the best interests of the Association in maintaining the value and desirability of the Property as a residential community. The ARC may deny any application upon the ground that the proposed - alteration will create an undlleburden of Maintenance upon the Association. In the event additional Maintenance may be required, then the ARC shall 'require an agreed method of payment for such Maintenance cost and require security for the payment of same. The ARC may condition the approval of any ,application upon the Owner providing reasonable security that the contemplated work will be completed substantially in accordance with the plans and specifications therefor submitted to the ARC. Section 7.6. Drainage. All plails submitted to the ARC shall contain a drainage plan which shall be consistent with the master drainage plan for the Property or, in the alternative, contain an affirmative statement that none of the work contemplated by the plans will have any effect on the drainage of the Lot. In all events, each Owner shall be and remain fully liable for any and all damage caused directly or indirectly by any change in the design of function of drainage on or from ]:\L1214\word\Graham\Declaration - Landings at Parkstone v2.doc 18 any Lot, or the grade of any Lot, in connecti<;>n with the construction, installation or Maintenance of any approved changes by the Owner. In the event o'f any change to the drainage design, function or grade, the Association may, but shall not be required to, restore the drainage design, function or grade and may charge the Owner for all reasonable costs incurred in connection therewith plus ten percent (10%), said charge to constitute a lien on the Property of such Owner. In connection with any such restoration, the Association may exercise powers granted to it under Section 5.5 of Article V. Section 7. 7. Completion. All improvements for which approval of the ARC is required and has been obtained pursuant to the terms and provisions of this Declaration shall be completed within the time period specified in such approval. In the event the improvements are not completed within the required time, the Association may, thirty (30) days following written notice from the ARC to the Owner, complete such improvements at the sole expense of the Owner in accordance with the plans and specifications previously approved by the ARC and may charge the Owner for the expenses incurred in connection therewith plus ten percent (10%), said charge to constitute a lien on the Property of the Owner. In connection with any such restoration, the Association may exercise powers granted to it pursuant to Section 5.5 of Article V. Section 7. 8. Right of Entry. There is specifically reserved to the Association and the ARC, the right of entry and inspection upon any Lot for the purpose of determining and/or correcting the existence of any. activity or condition which violates the terms of any approval given by the ARC or the terms ofthis Declaration. The ARCis specifically empowered to enforce the provisions of this Declaration by any legal or equitable remedy, and in the event it becomes necessary to resort to litigation to enforce the terms of this DeClaration, or to remove any improvements which have not been approved by the ARC or have not been constructed in conformity with approval granted by the ARC, the prevailing party shall be entitled to recover all costs, expenses and :reasonable attorneys' fees in connection therewith. The Association shall indemnify and hold the ARC and its members harmless from any and all costs, expenses and liabilities, including reasonable attorneys' fees, incurred by virtue of service as a member of the ARC. Section 7.9. Violations. In each instance where improvements have been constructed, or the construction thereof is substantially advanced, in such manner that the same violates the restrictions contained in this Declaration, including, activities carried out which are not consistent with plans and specifications approved by the ARC, the ARC (If it has knowledge of such violation) shall notify the Board in writing and the Board may thereafter direct the violating Owner to immediately reinove any/or cure such violation. For purposes hereof, all Owners specifically . consent and agree to comply with the provisions of this Section as of the time such Owner shall become vested with title to any portion of the Property. Section 7.10. Waivers. The ARC shall have the right, but not the obligation, to grant waivers for minor deviations and infractions of the covenants, conditions and restrictions contained herein. The, granting of any waiver may be given or withheld in the sole discretion of the ARC and any prior grant of a similar waiver, shall not impose uPQn the ARC the duty to grant new or additional waivers for like or similar conditions. ' J:\L1214\word\Graham\Declaration. Landings at Parkstone v2.doc 19 Section 7.11. Disclaimer of Liability. The Association, the Declarant, the ARC and all officers, employees, directors or members thereof shall in no way be liable to any person or persons submitting plans and specifications for approval by reason of mistake in judgment, negligence or non-feasance arising out of, or in connection with, the approval, disapproval or failure to approve any such plans and specifications. Each person who submits plans and specifications for approval agrees, by submission thereof, that it will not bring any action or suit whatsoever against the Association, the Declarant, the ARC, or any officer, employee, director or member thereof. ARTICLE VIII PARTY WALLS AND OTHER SHARED STRUCTURES Section 8.1. Definition of Party WalL Each wall, including patio walls~ fence, driveway or similar structure which is built as part of the original construction of the homes upon the Property and placed on the dividing line between the Lots shall constitute a party wall, and, to the extent not inconsistent with the provisions of this Article, the general rules of law regarding party walls and liability for property damage due to negligence or willful acts or omissions shall apply thereto. Section 8.2. - Sharing of Costs of Maintenance. The cost of reasonable repair and Maintenance of a party wall shall be shared by the adjoining Owners of such wall in proportion to the use thereof, ,without prejudice, however, to the right of any Owner to call for a larger contribution froI? 0-e adjoining Owner under any ruleoflaw regarding liability for negligent or willful acts or ormSSlons. Section 8.3. Destruction of a Party WalL If a party wall is destroyed or damaged by fire or other casualty, any Owner who has used the wall may restore it, and if the other Owners thereafter make use of the wall, they shall contribute to the cost of restoration thereof in proportion to such use without prejudice, however, to the right of any such Owners to call for a larger contribution from the others under any rule oflaw regarding liability for negligent or willful acts or omissions. Section 8.4. Liability for Negligent or WlllfulActs. Notwithstanding any other provision of this Article, an Owner, who, by his negligent or willful act, causes any party wc.UI to be exposed to the elements shall bear the whole cost of furnishing the necessary protection against such elements. Section 8.5. Right of Contribution Runs With the Land. The fight of any Owner to contribution from any other Owner under this Article shall be appurtenant to the land and shall pass to such Owner=s successors in title. . Section 8.6. Restriction on Improvements to Partv WalL In addition to meeting the Owner requirements of this Declaration and of any building code or similar regulations OI: ordinances, any Owner proposing to modify, make additions to or rebuild in any manner which requires the extension or other alteration of any party wall, shall first obtain the written consent of the adjoining Owner. Section 8. 7. Resolution of Disputes Between Owners as to Party Walls. In the event of a dispute between the Owners with respectto the repair or rebuilding of a party wall or with respect to J:\L1214\word\Graham\Declaration - Landings at Packstone v2.doc 20 the sharing of the cost thereof, then, upon written request of one such Owners addressed to the Association, the matter shall be submitted to arbitration under such rules as may from time to time be adopted by the Association. If no such rules have been adopted, then the matter shall be submitted to three arbitrators, one chosen by each of the Owners and the third by the two so chosen, or, if the arbitrators cannot agree as to the selection of the third arbitrator within five (5) days, then by any Judge of the Circuit Court of Seminole County, Florida. A determination of the matter signed by any two of the three arbitrators shall be binding upon the Owners, who shall share the cost of arbitration equally. In the event one party fails to choose an arbitrator within ten (1 0) days after personal receipt of a request in writing for arbitration from the other party, then the other party shall have the right and power to choose both arbitrators. Section 8.8. Binding Effect. These covenants contained in this Article VIII shall be binding upon the heirs and assigns of any Owners hut no person shall be liable for any act or omission respecting any party wall except such as took place while an Owner. Section 8.9. Rules and Regulations. The Association may by its By-Laws, rules or regulations, govern the use of party walls by Owners, "if necessary, to prevent the imposition of annoyances between Owners. ARTICLE IX ANNEXATION OF ADDITIONAL PROPERTY Section 9.1. Annexation without Association ApprovaL At any time prior to ten (10) years from the date hereof, Additional Property may be annexed, in whole or in part, by the Declarant and made subject to the governing provisions of this Declaration without the consent of Class "A" Members of the Association. The Lots and the improvements thereon, together with the rights and obligations of the Declarant and other Owners thereof, upon all or any portion of such Additional Property shall become subject to the provisions of this Declaration upon recording of an appropriate supplement or 'amendment hereto executed by the Declarant without the consent of the Class "A" Members. ARTICLE X RIGHTS AND OBLIGATIONS OF THE ASSOCIATION Section 10.1. Maintenance. The Association shall be responsible of the exclusive management, control and Maintenance of the Surface Water Management System ~d the Common Area, together with all improvements thereon, including specifically, but not by way oflimitation, all furnishings and equipment related thereto, paving, drainage structures, walls, lighting fixtures and appurtenances, landscaping, sprinkler system, entry features and markers, and signs, and shall keep the same in good, clean, substantial, attractive and sanitary condition, order, and repair. In furtherance of the forgoing, the Association shall have the right to enter into such contracts or agreements as the Board shall deem appropriate. Section 10.2. Right of Entry. The Association, through its employees, contractors and agents, is hereby granted a right of entry into and upon each Lot to the extent reasonably necessary to J:\L 1214\word\Graham\Declaration - Landings at Parkstone v2,doc 21 discharge the Association's perfonilance of any duty imposed, or exercise of any right granted, by this Declaration, including, the discharge of any duty of Maintenance or replacement, or both, imposed upon any Owner. Such right to entry 'shall be exercised in a peaceful and reasonable manner at reasonable times and upon reasonable notice whenever the circumstances permit. Entry into any improvement upon any Lot shall not be made without the consent of the Owner or occupant thereof except when such entry is reasonably necessary for the immediate preservation or protection of the health or safety of any person lawfully upon the Property or of any such person's property. An Owner shall not arbitrarily withhold consent to such entry for the purpose of discharging any duty or exercising any right granted by the foregoing Sections of this Article, provided such entry is upon reasonable notice, at a reasonable time, and in a peaceful and reasonable manner. Section 10.3. Services of Association. The Association may obtain and pay for the services of any person or entity to manage its affairs, or any part thereof, to the extent it deems appropriate and advisable, together with such other personnel as the Association shall determine to be necessary or desirable for the proper operation of the Property, whether such personnel are furnished or employed directly by the Association or by any person or entity with whom it may contract. The Association may obtain and pay for legal and accounting services necessary or desirable in connection with the operation of the Property or the enforcement oftlris Declaration. Section 10.4. Services for Owners. The Association may contract, or otherwise arrange, with 'any person or entity to furnish water, trash collection, sewer services; maintenance; replacement, and other cOmnion services to all Lots. Any Owner additionally may voluntarily contract with the Association for the Association to perform, or cause performance of, any services benefiting such Owner's Lot at the cost and expense of such Owner. All sums due the Association pursuant to such contact shall be added to and become a part of the assessment against such Owner's Lot. Notwithstanding the foregoing, the Association may not contract with any Owner to provide ,any service at such Owner's expense which it is the duty of the Association to provide at its own expense under any provision of this Declaration. Section 10.5. Personal Property for Common Use. The Association may acquire and hold tangible and intangible personal property and may dispose of the same by sale or otherwise. Section 10.6. Rules and RegulationS. The Association may from time to time adopt, alter, arriend, and rescind rules and regulations further governing the use of the Lots and ofthe Common Area, which rules and regulations shall be consistent with the rights and duties established by this Declaration. Section 10.7. Implied Rights. The Association may exercise any other right or privilege given to it expressly by this Declaration, the Articles, or the By-Laws, and every other right or privilege reasonably to be implied from the existence of any right or privilege granted herein or reasonably necessary to effectuate the exercise of any right or privilege granted herein. Section 10.8. Restriction on Capital Improvements. Except for replacement or repair of those items installed by the Declarant; and except for personal property related to the Maintenance of the Common Area, the Association may not authorize capital improvements to the Common Area J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 22 without consent of the Declarant during a period offive (5) years from the date of this Declaration. At all times hereafter, all capital improvements to the Common Area, except for replacement or repair of those items installed by the Declarant and except for personal property related to the Maintenance of the Common Area, shall require approval of the Board. Section 10.9. Good Standing. The Association shall file its annual reports tiri:1ely and at all times be in good standing with the Florida Department of State, Division of Corporations. ARTICLE XI RECONSTRUCTION OR REPAIR AFTER CASUALTY Section 11.1. Damage to Common Area. In the event that any portion of the Common Area is damaged or destroyed by casualty, it shall be repaired or restored by the Association to substantially its condition prior to the damage or destruction: Repair or reconstruction of the Common Area shall be substantially in accOrdance with the plans and specifications pursuant to which the same was originally constructed. All insurance proceeds shall be applied to the restoration and repair. If the insurance proceeds are insufficient, the deficit shall be assessed against all Owners as a special assessment. If there is a surplus of insurance proceeds, it shall become the property of the Association. Each Owner shall be responsible to the Association for damage to the Common Area caused by such Owner or the tenants, guests or business invitees of such Owner and the Association shall have the right to recover its expenses,- including reasonable attorneys fees, in the event it should become necessary for the Association to initiate an action to recover damages from an Owner. Section 11.2. Damage to the Lots. In the event of damage or destruction to any portion of the improvements on a Lot, the improvements shall be repaired or restored in accordance with the provisions ofthe applicable insurance requirements. In the event the Owner is unable to rebuild the improvements on the Lot, such Owner shall clear the debris and have the Lot leveled and restored within sixty (60) days from the date of destruction or damage. Repair or reconstruction of party walls shall be governed in accordance with Article VII above, and in the event of any conflict between Article VII and this Section, the provisions of Article VII shall control. Section 11.3 Insurance. The Association shall carry an insurance policy insuring itself from liability for damages related to or arising in connection with the Streets, sidewalks and Surface Water Management System (including stormwater detention/retention areas, if any. The minimum amount of insurance required shall be established by resolution of the Board of City Commissioners, and if no resolution shall be passed, then in the reasonable judgment of the Board of Directors of the Association. ARTICLE XII ,GENERAL PROVISIONS Section'~J2.1. Enforcement The Association, the Declarant, or any Owner, shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by, or pursuant to, the provisions of this J:\L1214\word\Graham\Declaration ~ Landings at Parlcstone v2,doc 23 Declaration or the City of Winter Springs Code as same relates to the requirements set forth herein against Declarant, the Association or another Owner, as the case may be; and the party enforcing the same shall have the right to recover all costs and expenses incurred, including reasonable attorneys' fees. ill the event the Association enforces the provisions hereof against any Owner, the costs and expenses of such enforcement, including reasonable attorneys' fees, may be assessed against such Owner's Lot as a special assessment pursuant to the provisions hereof. Failure by the Association or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so at any time. Ifthese restrictions are enforced by appropriate proceedings by any such Owner or Owners, such Owner or Owners may be reimbursed by the Association for all or any part of the costs and expenses incurred, including reasonable attorneys' fees, in the discretion of the Board. In addition to the foregoing, the St. Johns River Water Management District and/or The City of Winter Springs shall have the right to enforce, by proceedings at law or in equity, the provisions contained in the Declaration as they may relate to the maintenance, operation and repair of the Surface Water Management System. Additionally, The City of Winter Springs shall have the right, but not the obligation, to enforce, by proceedings at law or in equity, the provisions contained in the Declaration as they may relate to the construction, reconstruction, maintenance, operation and n~pair of the Streets. Venue for any action to enforce the provisions of this Declaration or the City of Winter Springs Code, as same relates hereto, shall lie in Seminole County, Florida. If any dispute arises between an Owner and the Declarant, or between the Association and the pDeclarant, with respect to-the repair and Maintenance of the Streets, sidewalks; Surface Water Management System and/or funding for same, such Owner and the Declarant or the Association and the Declarant, respectively, agree in good faith to attempt to settle such disputes by non-binding mediation under the Commercial Mediation Rules of the American Arbitration Association. Such non-binding mediation shall be a condition precedentto the filing of any action at law or in equity to enforce the provisions of this Declaration pertaining to the repair and Maintenance of the Streets, sidewalks and Surface Water Management System and/or funding of same. Notwithstanding the foregoing, non-binding mediation shall not be required in any case where immediate relief, such as , injunction relief, is sought. Section 12.2. Severability. Invalidation of anyone of these covenants or restrictions by judgment or court order shall in no way affect any other provisions, which shall remain in full force and effect. Section 12.3. Duration and Term. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of and be enforceable by the Association, or the Owner of any Lot' subject to this Declaration, their respective legal representatives, heirs, successors and assigns, for a term of thirty (30) years from the date this Declaration is recorded, after which time said covenants and restrictions shall be automatically extended and renewed for successive ten (10) year periods. Section 12.4. Amendment Unless provided otherwise herein, this Declaration may be amended by the affirmative vote of seve~ty-five percent (75%) of the Members present or represented by proxy and entitled to vote at any meeting at which a quorum is present as provided in the By-Laws when written notice of siIch meeting specifies the proposed amendment and J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 24 ainendments to be considered at such meeting. If an ~endment is approved by the-Members in the foregoing manner, the President and Secretary of the Association shall execute an Amendment to this Declaration which shall set forth the amendment, the effective date thereof, the date of the meeting of the Association at which such amendment was adopted, the date upon which notice of such meeting was given, the number of votes required tocoristitute a quorum at such meeting, the number 'of votes necessary to adopt the amendment, the total number of votes cast in favor of the amendment, and the total numbers of votes cast against the amendment. -Anything contained herein to the contrary notwithstanding, there shall be no amendments to the Declaration that materially or adversely affect rights granted or reserVed herein to the Declarant without its written consent. In addition, the Declarant expressly reserves the right, so long as it is a Class "B" Member, to amend, this Declaration without the necessity of concurrent action or approval of the owners so long as such amendrllent does not materially or adversely affect the interests of the Owners. Any amendment to the Declaration which alters any provision relating to rights ofthe City including, specifically, but not by way of limitation, any amendment which would conflict with any land use approval or permits granted by the City, or which conflict with the Code of Ordinances or Land Development Regulations of the City, must have the prior approval of the City and must be in the form of a recordable instrument signed by the City. All amendments to this Declaration shall be recorded in the Public Records of Seminole County, Florida. Section 12.5. Effect of Recording. Any Lot situated within the Property shall be deemed to be "subject to assessment,"as such term is used in this Declaration, the Articles or the By-Laws, upon recording of this Declaration; and, any Additional Property annexed pursuant to the provisions hereof shall be deemed "subject to assessment" upon recording of the appropriate supplement or amendment to this Declaration annexing the same. IN WITNESS WHEREOF, the Declarant has caused this instrument to be duly executed the day and year first above written.' Signed, sealed and delivered in the presence of: DECLARANT: MORRISON HOMES, INC., Ii Delaware corporation Print Name: By: Name: As its: Division President Print N aple: I:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc 25 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was ackhowledged before me this day of , 2004, by , as Division President of Morrison Homes, Inc., a Delaware corporation, on behalf of the corporation, who is personally known to me or has produced as identification. (SEAL) Notary Public Print name: ,My Comrtlission Expires: J:\L1214\word\Graham\Declaration- Landings at Parkstonev2,doc 26 EXHIBiT "A" LEGAL 'DESCRIPTION J:\L1214\word\Graham\Declaration - Landings at Parkstone v2,doc . , '""~ LE'GAL DESCRIPTION Tracts A, Bond C, PARKSTONE UNIT 7, according to the plot thereof, os' recorded in Plot Book 56, Pages 17 through 27, of the Public Records of Seminole Coun ty, Florida, Together with on Access and Utility Easement, os set forth and described in that certain documen t recorded on December 18, 7998, in Official Records Book 3556, Page 7777, Seminole County, Florida, (Not surveyed) Together with 0 Non-exclusive Easemen t and Agreemen t for Drainage and Utilities, .os set forth and described in that certain document recorded on January 29, 1999, in Official Records Book 3582, Page 2008, Seminole County, Florida. (Not surveyed)(Not plot table) Together with a permanen t Ingress and Egress Eosemeri t and Agreemen t, as set forth' and described in that certain document recorded on January 27, 7999, in Official Records Book 3582, Page 2027, Seminole County, Florida, (Not surveyed) ~I/~~/~~~~ ~~;~~ '+t:!fO"':l"::>"" Nl.~ .JK.t'(t:.!j~ ,ATTACHMENT C CrT'( OF WINTBR SP1IDlGS ORAIIT UNA.PPROVSDAOBNI>A "",NNJNG Nm W/ll~G 8OAiDJLOCAL PLANNING M;ENC\' 1lEGUl.AR MEE11NQ - J\ll..V 't .1004 PA0E30F6 Ms. Sablstrom st.a1ed, '1 can make you [Mr. Phillips) a. copy of the 'Noncon.fQ:mring Us<<: Ordinance'. There is actually a provision in there under (Section] 9-568. for a Special Permit if you ww to try that avenue." Further 4i4C1.1S$ion emucd. Cltairpersotl Krebs closed tht "Mite Input II por'ti(Jn of this Agenda Item. ~l WOULD LIKE TO MAKE A MOTION THAT WE RECOMMEND TO THE CITY COMMISSIOl\{ REGARDING THE REZONING OF TmRTY~ONE (31) PARCELS GENERALLY ALONG ,[STATE ROAD] 419 AND TIm OLD SANFORD OVIEDO ROAD FROM 'C.Z' TO '1.1'." MOnON BY BOARD MEMBER POE. SECONDED BY BOAJU) MEMBER VOSKA. DISCUSSION. CBADlPERSON KREBS REITERATED, "THE MOTION IS TO RECOMMEND TBE CHANGE FROM "C-Z' TO '1.1' ALONG STATE ROAD 419 AND OLD SANFORD OVIEDO ROAD." VOTE: VICE CIIAlRPERSON KARR: AYE BOARD MEMBER BROWN: AYE BOARD MEMBER VOSKA: AYE BOARDMEMBERPOE: AYE CHAIRPERSON KREBS: AYE MOTION CARRIED. IV. REGULAR AGENDA REGtlLAR . CODlD'lllJllty Development Depmment A. Requests The P1annjng .And Zot1ing Board Recommend Approval Of The PUD [Planned Unit DevelopD).etlt] MasterPlan Amendment For Parkstone And Final SubdiviaionlEngineering Plans For The Landings At Park$tone. Ms. Sah1itrOm diSCUSS4ld this ~ Item. Ms. Sahlsttom indicated that, "SWi' basically is comfortable with what they are proposing and ask that you [Board Members] reconnnend it." 1:>0' d ~p LZE c!.Bp S8N r ~dS ~31N 1M ::JO A1 J:) ~ :9t flol302-ST-lnI ....AC:lt:. 1::34 c? _f'._(~~~~ .~.~. ~UfV.J.JI.J""U'" I 't .L oJ -.J ""c:.C:=> t"'AI:lt:. t.:lO : ~ ell'\' oJ! WtNT6R. SPR1NQS DRAFT UNAPPROVED AGENOA fLANNmO ~D ZON.NO B04JU)JLOCAL PLANNING AGENCV REG1.J l.AR M BETING - JUL V 7. 2004 PAGE 4 OF 6 ~on Krebs askoo,o"Eloise, in tlIe future, when we [Board MembersJ get tlle&e [Site Development P181l}- we can not read this." Chairperson Krebs added, "CaJ) yOu [Ms. SahlstromJ - Me us [Board Meo)bers] a blow up copy of jWlt an extra page that has - general oite notes?" Ms. Sahlstrom stated, c'Thc reason for the smaller - was because of the PUD [planned Unit Development] Amendment and we. [Staff] wanted to make suu you [Board Mem~] had that p~. B\lt aU the notes that you [Board Members] need to lOok at ate really in the plans." DiJeunion. Board Member Brown discussed th! 1ac:k of storm drains and fire trucks getting in and out of the Developmmt [Parkst01le]. Discussion. Discussion ensued reprding 3. traffic $Ur:Vey conducted by Board Member Brown on State Road 434. ' . ~'I WOULD UK,E TO MAKE A MOTION THAT WE APPROVE THE PUD (pLANNED UNIT DEVELOPMENT), MASTER PLAN AMENDMENT AND FINAL SU1{DMSIONIENGlNEl:RING PLAN FOR THE ,LAND USE AT PARKSTONE, SUBJECT TO THE AJPPLICANT MAKING MINOR REVISIONS BEFORE THE CITY COMMISSION REVIEW." MOTION BY BOARD MEMBER POE. SECONDED BY BOARD MEMBER BROWN. DISCUSSION. VOTE: VICE CHAIRPERSON KARR: AYE BOARDMEMBERPOE: AYE BOARD MEMBER VOSKA: AYE CJ;I.AIRPERBON KRE1BS: AYE BOARD MEMBER DROWN: AYE MOTION CARRIED. v. FUTURE AGJENDA ITEMS Ms. Sah1atrom indicated that a Special Meeting be scheduled for 'Atnanding our Capital Improvet11enb1Program' at the end of July. ~on Krebs stated. UOoes anyone ltave any objections to Wednesday the 2Slh [July, 2004]?" With conSQlSUS of the Board Members. all agroed with the dare, Chairperson Kreba asked, ''What time?" Ms. Sahlstrom said, "1;00 [p,m.]." :;0' d ESbt7 1.c:E l.at7 5rJNI~ ~LNIM ~ HI) ~:91 ll'OOC-s't-l(1[ " ATTACHMENT D THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony A. Garganese, Esquire Brown, Garganese, Weiss & D' Agresta, P.A. Post Office Box 2873 Orlando, Florida 32802-2873 (407) 425-9566 FOR RECORDING DEPARTMENT USE ONLY BINDING DEVELOPMENT AGREEMENT FOR THE LANDINGS AT PARKSTONE TIDS BINDING DEVELOPMENT AGREEMENT, made and executed this _ day of , 2004, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation ("City"), whose address is 1126 East State Road 434, Winter Springs, Florida 32708, and MORRISON HOMES, a Delaware corporation ("Morrison Homes"), whose address is 151 Southhall Lane, Suite 200, Maitland, Florida 32751. WITNESSETH: WHEREAS, Morrison Homes is constructing a townhome development on real property located within the City of Winter Springs, Florida; and WHEREAS, pursuant to the approval of the City of Winter Springs City Commission on , 2004, Morrison Homes desires to facilitate the orderly development of a townhome project (the "Townhome Project") on the Subject Property (defined in Section 3 below) as depicted in the site plan attached hereto as Exhibit "A" and incorporated herein by this reference (the "Site Plan"), in compliance with the laws and regulations of the City; and Binding Development Agreement For the Landings at Parkstone Page I of9 WHEREAS, the City Commission has recommended entering into a Binding Development Agreement, ("Agreement"), with Morrison Homes for the development of the Townhome Project; and WHEREAS, in addition to Morrison Homes's compliance with all City Codes, permitting and construction not in conflict herein, the City and Morrison Homes desire to set forth the following special terms and conditions. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by this reference. Section 2. Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. Section 3. Subiect Property. The real property ("Subject Property") which is subject to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "B," attached hereto and made a part hereof by reference. Section 4. Representations of Morrison Homes. Morrison Homes hereby represents and warrants to the City that Morrison Homes has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by Morrison Homes and recorded in the public records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against Morrison Homes and the Subject Property in accordance with the terms and conditions of this Binding Development Agreement For the Landings at Parks tone Page 2 of9 Agreement. Morrison Homes represents it has voluntarily and willfully executed this Agreement for purposes of binding the Subject Property to the terms and conditions set forth in this Agreement. Section 5. Obligations and Commitments. In consideration of the City and Morrison Homes entering into this Agreement, the City and Morrison Homes voluntarily agree as follows: (a) Site Plan. Morrison Homes shall construct the Townhome Project in accordance with the Site Plan approved by the City Commission of Winter Springs. Said Site Plan may be amended from time to time by the City without amendment to this Agreement. All Amendments to the Site Plan shall automatically be incorporated herein by this reference. (b) Drainage/Easement(s). Drainage for the Subject Propelty shaH tie in to the existing Parkstone PUD drainage system. Morrison Homes shall convey all drainage easement(s) located on the Subject Property prior to the issuance of a certificate of occupancy for the Subject Property. Said easement(s) shall be in a form deemed acceptable to the City Attorney. (c) Off-site Light Spillage, Off-site light spillage shall only be permitted at the main entrance of the Subject Property so that the sidewalk and entrance along Parkstone Boulevard are illuminated to enhance public safety. However, any such illumination shall not cause any unreasonable glare for motorists along Parks tone Boulevard and shall first be approved by the City. (d) Garbage Collection. Garbage collection for the Subject Property will be provided to each individual townhome. Garbage dumpsters are not permitted. Binding Development Agreement For the Landings at Parks tone Page 3 of9 (e) Internal Rights-of-Way/Streets. Rights-of-Way internal to the Subject Property are forty (40) feet wide. Streets internal to the Subject Property do not meet City standards and, therefore, are not eligible for inclusion in the City's public street system. (f) Internal Sidewalks. Sidewalks internal to the Subject Property are four (4) feet wide. (g) Utility/Drainage Easements. Utility and drainage easements internal to the Subject Property vary in width; refer to the plat for actual dimensions. (h) Density, All previous City of Winter Springs approvals regarding residential density on the Subject Property are hereby deemed null and void. The residential density for the Subject Property is hereby established at 104 townhome units on 12 acres of land (8.66 units per acre). Morrison Homes acknowledges and agrees that this residential density is less than the density previously approved by the City in 1997. Section 6. Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the parties. Section 7. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. Section 8. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto and approved by the City Commission. Section 9. Entire A~reement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Morrison Homes as to the subject matter hereof. Binding Development Agreement For the Landings at Parks tone Page 4 of9 Section 10, Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. Section 11. Effective Date. This Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Agreement by both parties. Section 12. Recordation. This Agreement shall be recorded in the public records of Seminole County, Florida, and shall run with the land. Section 13. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Morrison Homes is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. Section 14. Sovereign Immunity. Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's potential liability under state and federal law. Section 15. Citv's Police Power. Morrison Homes agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. Section 16. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the 'event of a dispute between the parties. Binding Development Agreement For the Landings at Parkstone Page 5 of9 Section 17. Permits. The failure of this Agreement to address any particular City, county, state, and federal permit, condition, term, or restriction shall not relieve Morrison Homes or the City of the necessity of complying with the law governing said permitting requirements, conditions, term, or restriction. Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. Section 19. Specific Performance. Strict compliance shall be requireQ with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by suit in equity. Section 20. Attorneys' Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees and costs through all appeals to the extent permitted by law. Section 21. Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in Morrison Homes or in the Subject Property. [SIGNATURE PAGE FOLLOWS] Binding Development Agreement For the Landings at Parks tone Page 6 of9 IN WITNESS WHEREOF the parties have hereunto set their hands and seals on the date first above written. Signed, sealed and delivered in the presence of the following witnesses: MORRISON HOMES, LLC, a Delaware Corporation Printed Name of Witness By: BRIAN MARTIN Land Manager Printed Name of Witness ATTEST: CITY OF WINTER SPRINGS, a Florida Municipal Corporatiol1l By: JOHN F. BUSH Mayor By: ANDREA LORENZO-LUACES City Clerk STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this _ day of , 2004, by Brian Martin, as Land Manager of Morrison Homes, LLC, a Delaware Corporation, [ ] who is personally known to me or [ ] who has produced as identification. (NOTARY SEAL) Notary Public Signature (Name typed, printed or stamped) Commission No.: My Commission Expires: Binding Development Agreement For the Landings at Parkstone Page 7 of9 EXHIBIT "A" (SITE PLAN) Final Site Plan and all amendments thereto are on file at: City Hall City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Binding Development Agreement For the Landings at Parks tone Page 8 of9 EXHIBIT "B" SUBJECT PROPERTY That certain piece parcel and tract of land located in Seminole County, Florida, described as follows: LEGAL DESCRIPTION Tracts A, Band C, P ARKS TONE UNIT 1, according to the plat thereof, as recorded in Plat Book 56, Pages 17 through 21, of the Public Records of Seminole County, Florida. Together with an Access and Utility Easement, as set forth and descIibed in that certain document recorded on December 18,1998, in Official Records Book 3556, Page 1777, Seminole County, FloIida (Not surveyed). Together with a non-exclusive Easement and Agreement for Drainage and Utilities as set forth and descIibed in that certain document recorded on January 29, 1999, in Official Records Book 3582, Page 2008, Seminole County, Florida (Not surveyed) (Not plottable). Together with a permanent Ingress and Egress Easement and Agreement, as set forth and described in that certain document recorded on January 27, 1999, in Official Records Book 3582, Page 2021, Seminole County, Florida (Not surveyed). Binding Development Agreement For the Landings at Parks tone Page 9 of 9 T OWNER: DEVELOPER: CIVIL ENGINEER: LAND PLANNER: LANDSCAPE ARCHITECT: ARCHITECT: SURVEYOR: GEOTECHNICAL: UTILITIES: FINAL ENGINEERING PLANS EL N FOR IN T TP CITY OF WINTER SPRINGS, FLORIDA LINCOLN COMMERCIAL PROPERTIES, INC. 2648 WEST STATE ROAD 434, SUITE 8 LONGWOOD, FL 32779 (407) 322-3378 L YDER JOHNSON MORRISON HOMES 151 SOUTH HALL LANE, SUITE 200 MAITLAND, FL 32751 (407) 629-0077 BRIAN MARTIN CPH ENGINEERS, INC. 1117 EAST ROBINSON STREET, SUITE C ORLANDO, FLORIDA 32801 (407) 425-0452 DAVID R. WEAVER, P.E. CPH ENGINEERS, INC. 1117 EAST ROBINSON STREET, SUITE C ORLANDO, FLORIDA 32801 (407) 425-0452 JAVIER E. OMANA CPH ENGINEERS, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 (407) 322-6841 MICHAEL J. URCHUK THE EVANS GROUP 1001 NORTH ORANGE AVENUE ORLANDO, FLORIDA 32801 (407) 650-8770 STEVE HOFFMAN DONALD W. MciNTOSH ASSOCIATES, INC. 2200 PARK AVENUE NORTH WINTER PARK, FLORIDA 32789 (407) 644-4068 JIMMY WALLACE NODARSE & ASSOCIATES, INC. 1675 LEE ROAD WINTER PARK, FLORIDA 32789 (407) 740-6110 JAY W. CASPER, P.E. WATER AND SEWER: POWER COMPANY: TELEPHONE COMPANY: ELECTRIC: CABLE: GAS: FIRE PROTECTION: CITY OF WINTER SPRINGS FLORIDA POWER CORP. SPRINT UNITED PROGRESS ENERGY BRIGHTHOUSE NETWORKS TECO/PEOPLES GAS CITY OF WINTER SPRINGS PREPARED FOR: MORRISON HOMES REVISED JUNE 22, 2004 8OLDI_ CRDK PARK VICINITY MAP N. l.S. LEGAL DESCRIPTION Tracts A, Band C, PARKS TONE UNIT " according to the plat thereof, as recorded in Plat Book 56, Pages 17 through 21, of the Public Records of Seminole County, Florida. Together with an Access and Utilit:y Easement, as set forth and described in that certain document recorded on Dectember 18, 1998, in Official Records Book 3556, Page 1777, Seminole County, Florida. (Not surveyed) Together with a Non-exclusive Eas~ement and Agreement for Drainage and Utilities, as set forth and described in that: certain document recorded on January 29, 1999, in Official Records Book 3582, Page 2008, Seminole Coun ty, Florida. (Not surveyed)(Not plottable) Together with a permanent Ingress. and Egress Easement and Agreement, as set forth and described in that certairn documen t recorded on January 27, 1999, in Official Records Book 3582, Page .2021, Seminole County, Florida. (Not surveyed) SITE DATA Parcel 10 Number: 35-20-30-5PH-OCOO-OOOO 35-20-30-5PH-OAOO-OOOO 35-20-30-5PH-OBOO-OOOO Total Site Area: 12.00 AC. NE Existing Future Land Use: Medium Density Residential, Adopted January 12, 2004 by Ordinance 2003-35. Proposed Future Land Use: Planned Development (Land Use Amendment is being processed at this time) Existing Zoning: PUD: Planned Unit Development, Adopted Sept. 25, 1995 Proposed Zoning: PUD: Planned Unit Development (No Chang~) Existing Use: Vacant Proposed Use: Townhomes Approved Maximum Density (per 1997 Amendment to the Master Plan): 180 units (14.9 units per acre), Proposed Density: 104 units (8.7 units per acre) per Medium Density Residential Future Land Use (maximum 9 units per acre) Project Impacts: Water (350 GPDIDU x 104 DU) = 36,400 GPO Sanitary Sewer (300 GPD/DU x 104 DU) = 31,200 GPO Solid Waste (2.3 #/day/person) = 837 #/day School (0.526 students/DU) x 104 DU = 55 students Traffic: (ITE Manual 230 (Townhouse): 5.86 ADT/DU x 104 DU) = 609 ADT Water, sanitary sewer and solid waste disposal services will be provided by The City of Winter Springs. A 12" water main and an 6" force main are located in the Right of Way of Parkstone Blvd. The developer commits to extend these utilities from their location at time of construction to the subject site. Fire flow shall be provided at 500 gpm @ 20 psi Project to be constructed in one phase. All stormwater shall tie into the existing Parkstone PUD stormwater system. Right-of-ways and common open spaces will be owned and maintained by The Landings at Parkstone Homeowner's Association, with an easement to The City of Winter Springs. A legal instrument will be created providing for management of these areas. SHEET INDEX 1 2 3 4 5 6-7 8 COVER SHEET GENERAL NOTES SITE DEVELOPMENT PLAN GRADING AND DRAINAGE PLAN COMPOSITE UTILITIES PLAN SANITARY PROFILES GENERAL DETAILS ~OTlCE. 'MS .,. OF PLANS IS NOT VALl) FOR CClNI1RUC1IClN PURPClIlES .-ntClUT IEIG ITAWED -APPIICMD Fat CClNS'IRUC1IllN BY CPH EJIGItEDI. lit. - PLANS WI1HOUT 'MIITMP 1M GMN Fat 1If'CIIIM1IGNM. PUIIIOID ClLY. THE IIZE OF 1HEIE PUNS MAY HAW: IEEN SLIGHILY AL1ERED BY REJIItClDUC1ICl PICIo.w.... 'HI""'.~ .... ICMINI /MY REPRCDUCED fILMs Fat 'ME fUIIClE OF CClU..EC'1IG DATA. JHI NNN DRW DA VID R. WEAVER NO.: 38867 DAlE NO. 02 04 1 02 04 02 04 2 PE 02 04 ROVED DRW SCALE: NONE DAlE: FEB., 2004 JOB NO.: L1214 ALE: L 1214- COVER NAME 9 10 11 12 L 1-L3 11-13 Development Criteria Minimum Lot Size: 3,000 sq. ft. Minimum Lot Width (at building line): 30 ft. Minimum Dwelling Size: 1,200 sq. ft. Building Setbacks: Front Yard = 20 ft. Side Yard (interior) = 7.5 ft. Side Yard (street side) = 15 ft. Rear Yard = 20 ft. PUD Perimeter = 35 ft. Maximum Building Height: 35 ft Parking: 2 spaces per one bedroom unit, 2.5 spaces per two or more bedroom units (Townhome driveways and garages may be utilized to satisfy this requirement) Land Use Summary Townhome Lots: (including perimeter wallllandscape easements) Right of Way: Recreation: Total Acreage: Total Units: Density: 9.25 ac. 2.52 ac. 0.23 ac. 12.00 ac. 104 U 8.7 Ulac. .~ STORMWATER DETAilS CITY OF WINTER SPRINGS UTiliTY DETAilS EROSION CONTROL PLAN EROSION CONTROL DETAILS LANDSCAPE PLAN IRRIGATION PLAN DRW ftl;eE'\,'IED JUL 1 fj 2004 elT), Or "/, l " . .I,J Ill, ~;f'r-lING6 1....~41l:1It Pli.HlIIlOg iJ../~ #~ ~r,ID f SHEET NO. 1 ..... o oro :PCfJ . .' . m ~ :p -I I :P:P :p r:p mG) zm-< zr r J>r OCfJO Or r -Ir 0 :p-IAl oS:: CfJ rnG) 0 -oCfJO O:P m -1;;0 r -oI' Z ~ :p r C:pCfJ :PI m C< m r-l r Z- 0 ;Ur:P -10 Al --I -I -I -I :pr s:: (0-< - mroO Alm :p mCfJ 0 Zm CfJ _ rm Z :PO-l mCfJ Z r~ CfJ ZOrn (3 I CfJ CfJ m -< ~Z-I ><~ CfJ -IAl ~ CfJ~CfJ -<r ~ ~s:: m Z-OOO -oro r O:P s:: -I :pm r :p- :pmZ z-Z ro Al~ OOCfJ -I m 0 00(fi -I~ r "Al o -I IV J> om AlZ- m:::::o 0 o:pZ AlO :.. 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C 0 11 1117 Last Rollil/sol/ Street, SlIite C, Orlal/do, fl. 32801 Phol/e: 407.425.0452 fax: 407.648.1036 NoToS Date: FEBRUARY 2004 I JOb Noo L 1214 File: GENDETAIL APproved @ 2004 scale ACtiVity Name Date-I & - DeSigned bY: JoH.1. 2/04 & - Drawn bY: NoNoNo 2/04 & - CheCked bY: DoRoWo 2/04 &. 6/22/04 REVISED PER CITY COMMENTS DATED 5/4/04 - APproved bY: DoRoWo 2/04 & 4/22/04 REVISED PER CITY COMMENTS DATED 3/4/04 . Certi/icnte Of Authorizatioll NO, 3215 Noo Date ReViSion ~ -I CfJ ;u -0 -0 0 Z s:: s:: s:: r G) " " " moo 0 :p :p :p ~ }> ~ -< I I < ~ 0 ~ C Z ~ ~ -0 -I 0 0 -I =0 ~ 0 ~ Al Z OJ -0-1-00 r-l - S omo Z OCfJ OJ N 0 -1-0 o:pI- ::u 0 m < ~-ICfJAl-o-oOZI s s -0 G) " " " moo 0 :p :p :p Z j;: :p~I=OOO"O - s< 0 :p 0 r r -I C - 0 s:: Al s: C :::! -I_m~rC"Al ~ croOOOo~zmoms:: 0 mO~Al-'<zos s~z5::::!~~~:jmOAlIAlro Al:P ~<Om:p ccoz"OOmr-lAlo:::jom Z Alr zzCfJzr ss:enCfJm:p:p~mmm:pm:pAl Cf) m I-<-oni~ --o~oo ;.o;;oniz~z -I :prmAl:P m mm 0 ~CZ m rooAl-l Al -0-0 Z :p~:p Z -ICfJ m :P:P -0 -1-1 :j ~ro;:U ~ ~~ - mr(5 o -I 0 C r Z sS:: ~ :;0 Z Z -o~:p z ~ m m ~ f: :p ;uo~ m m Z Z 0 Al 0 m -1-1 Al CfJ m -I Z om A-I :p m 0 "Z CfJ ~ ~ I -I$; :p 0 0 ~ Al CfJ:P Z zO CfJ Al N CfJZ 0 0 0 -os 0 CfJ Z o m ~ z m Al Z :j CfJ -1-1 0-1 :p ~ z:::j :j-o C OAl -I Zo m -I m 0 -I (5 Z . Sheet NO. GENERAL NOTES 2 THE LANDINGS AT PARKSTONE WINTER SPRINGS, FLORIDA H ,.. /iJ I I I I 1__- i en 77 Lor 11-19 I _~ I III I 11 I ill lJ 22,80' I 1 '1 I I I II :1 I I: I I' I l: '-01 105 10' WALL & LANDSCAPE ESM'T, !I I: - ----- ----:---I!i I ""'1 I I, 1 ,I ;0' 'vVAU 0. ~ :',i'"CJ: ::'/\f^L r .: ,:')~: ;tifi-/'; \~ !"0Rb ')!:)B~,::!"''lj i~t~.i.:.: ; , 1:", ~( ,e ~~i~~ ~~ e-~ tk c) ~.: rr co ;.~ N tJ "':( ~. ~ ':J LOl Q. (I: uj ~ a ;:>--- 5 :z I ~ ~ I >- ~ I i i it; --r-- ~ -Iii I ~ . I '~Il ~I I I I LOT 192 Lor I:": ~ ~;! i I I'r I :! ' I i L();" t8~J ___ ____ __ I [ I i I I il I I'! 13(T [ 'Ii I ---1:1 I II :1 .1 I .I -, '- I (}7 'Ib? il 1 I. I'! 1 I' il 'I Ii " .,,"-,~) I MATCH EXISTING - ..... CURB & GUTTER ~(}r I,::ir PROPOSED 15\ DRAINAGE EASEMENT ~,z~,:;:~ PARKSTONE UNIT 1 (PB 56, PGS 17-21) RECORDED 8119/1999 ZONED: PUD LAND USE: LOW DE~SITY RESIDENTIAL I " c,~ - p }, --- n ~~ 86 85 ~~ Lr / ~84 .tb. I ~e cJ- / R18' ~". ~J 1- 1\ ~ N 83'54'55. E 20' 40 15' ;; 0 I I ~79 12' 12' I 82 Ul I I~ 1/ I R3'-, I ~ n 81 ~ a I ! [ 80 1 I ~II mv~ .~ I ul ~.@ $ R18' I /:.- .. _ K' _~ I.... N -.. . ['i ~ I 111111111- (51 I 80.00' ~56 ~ ;~0 15' [ (" c ;:. d ~ ~ [ 54 53 ~ a [ 52 ~~ ~ ~I Ul II I . I ~47 80.00' I 1 80.00' IA'\ ., -51 \1J [ @V/I R3'-I, I ~ I n 50 1 ~ a [ ~ ..; " ~ la 49 ~24 I I 12' 12' 48 15' 80.00' 40' ....<'C! i I It. i 1'-' . I >::>-' ~~ r... ~c:n ....... g.,I. Ul~ :: ~ 8v ~tBl_ct O:::m CABANA ~23 ~ 15' 15' .., 180.00' 180.00' 89 90 91 92 93 ~ ~94 95 96 180.00' @ rLIGHT F OLE LOCAllOl (TYP.) 180.00' -- -- - - L ~ ~ ~- TYPE "F" CURB & GUTTER PER FOOT INDEX NO. 300 (TYP.) 380,73' N 83'54'55. E ~- ~ r 4' CONC. SIDEWALK (TYP,) - - .~ - I I I II> - - RLZB, YC~R( E- 18' TYP. 180.00' 180.00' 78 77 76 75 74 ~ ~73 72 71 LJ LJ "D 180,00' LJ @ L..J 15' TYf.. J LJ 180.00' LJ "D n n n n n n n n 180.00' 180.00' 57 58 59 60 61 ~ ~62 63 64 180,00' @ 180.00' -- _ ~ _~ '1-11 E'B~ Bd Y TE. RR IfE. N 83'54'55" E 444.73' I - 1YPE "P CURB & GUTTER...J PER FOOT INDEX NO. 300 (TYP.) 1-- 4' CONC. SIDEWALK (TYP.)" - - ~ 3HT POLl LOCA ;-(lYP / I .111\ 180.00' 180.00' 46 45 44 43 42 ~ ~41 40 39 u u 180.00' U @ u u u 180.00' U ~ D n , ni n n .,S5:.TYP, n n n 180.00' 180.00' I I 2~ I I ~30 ~ 29 ~ @ (~RL '! B ~y i IBC.E 31 32 25 26 28 180.00' 180.00' - - 97 98 - - -/ ? ,- -- 70 69 LJ n n 65 66 - - - - 38 37 LJ n I I I 3r n 34 I - - .'-J - _ N 83.54'1' E _ ~ 4' CONC. SIDEWALK (TYP.),"\ , IIJmlll ,..- - "" r.:/ ~ 412.73' V TYPE "F" CURB & GlITTER..../, - PER FOOT INDEX NO. 300 (TYP.) , 1'1 'I 1'1'1\. -- I,' I\. - - ? - ~ TYP. 15' ~ I .\ I 20 ~ i 18 17 16 ~ ~ 15 15' 120.00' 120.00' ~ 19 22 21 120.00' LJ E!~'-' '.ll:r\i @ LJ ,@ , it.:..] "D ",- LJ - - - - -I\' -- _ _ - ~~J-~= ... :3' i 'o'.,'" ,.nIl'lIPi,'! L...!.J "Il, "I LJ r- --- L,[~ U LJ 15" i-",. 1 ;, i. .\r"Jl,l..,'L'i' ., ~ 1-:'. IL...;';'~'':> ; : <e'," . D I: I I I I l ..~ .. .[J I ," -. - ~ "','"'" ""'" cow... "'" METAl FENCE TO REMAIN n r--~- - " Ci" ,-IT ,., u ' /' I(L.. '''~'- "'>.~) r-'l' Vi) i I .. ~ - ({ )f"{H '- I) db', f)/\GE 1 f.' j _. ~~TI~ 2" WELL (CAPPED) , ('>. ";C: AP,::';(){...! CROSSWALK STRIPING PER FOOT INDEX NO. 17346 DRIVEWAY CONNECTION PREVIOUSLY PERMITTED FOOT PERMIT 1\Ill8A583-18 OBTAINED BY DONAlD W, MciNTOSH ASSOCIATES, INC. (407) 844-4088 !~( 1(',8 , ...-- 'jt,J}:'tv j S83054'55"W 505.62' INSTALL PEDESTRIAN GATE AT FENCE AND EXTEND PROPOSED 4' SIDEWALK TO MATCH PROPOSED CROSS SEMINOLE TRAIL :'I~Jl ' .. ",)i "',," .. ..... . 1M v',I' " ,\i 1,31 \. CilA; " .-.j [.;'/;,; ~, ~;u S'N\ ":ki-:C'ti STATE ROAD NO. 434 124'R/W T . -i I n2O.00' I 1~ I ILJ -1- ....~.J ... '-;..,......,i;;.;. I - - ~-_~' ~~~f~.. INtEl "D 13 '--- '.. i , 11 " , \>(~:: , ~-......~~. ,I , , .....". I' I .. I'V l:6 I I It:) ^ I I " I . I' . '. t., I, i''.':::V....-/. ~:: ..._'~\ -,.....,.,,"<:.. /r ,/ ./ ~:,LL t, ,~<; ,:'~'fJU 1\' h'i-',:'/;...... 99 ~ I @ 15' 68 ~ @ LJ n 67 ~ @.: @ 36 ~ l/l I 1m LJ @ LJ I ~ ~ . I 211 1 ~ rl 1ijg I, I - '" . C"stvlii e.J C\I;v!<~3, 72 -....---- .. "" 35 ~ eo.OO' / ,''''''''' 'I' "., ~ ,// ;~ !.' ~.\':'I..~': ,) '. ../ 12' ~ NV=18 ;"(,,':''I\'C J I 15' I . 20' IRI 12' 211 @ b d -- ~ ~~/ ~ ~ g a 9 J F - ~ ~"TB , ' '" '_ .CiA!. ~ 12 ~ '. t t,/ ; '. 5' '~n:\j( W.\, " //..' , ..... .......:1>" .'>" .. f"1::':j:vi) 1!~-".! ]U3e8 ;\4ES it.JV=2iJ;/ ":C BENCH MARl< , L. V:o: 25.47 ,\r; LEi #68 iN CONG WALh Clh/fi-i N F~1,\'I>--2~1.61 L. fULL OF ,'i/An+; rOFlOr: \.//\ rr:F<~::2'I.v6 BOTT()A1 ()F Sr1.<u(~rUF\~E;;:2(/;?~; , , ; l; L.t:' , r-l,f'~i. ! 'CUf-<.D ,I , . ". :r.j';o. P:PE) " ':" ,fl'-}:/ " 'I'G PiF'E) " ir... \; i - , " . . i'l i',' !,'r,' I ." I" n" ,iG} " :" C) .- ;; ~ ~ c! ';... Q a:: ~ LU :5 g~ LU- 2:0 0<0 j.:.. ~ a:: ~ Ct ;j... " ~;~,t; u: ~ :\1 ~' ., '." " ", >;,\r{:-:;2/.5..-:1.) . , .6Bt'24iF~(;P} i .~}2{ U)"f\CP,; C'2{ 16'T{('p) f ,\" < -; :., 1l{ 18Off{C;r;) '. ~i: ,~:~~~ "<,r,:,; PJ)E) 'J', /,(,,'C,'-.";;:;", ,'(' " ','"rr ; (;r~':', :~; -', ,". ., c"'}':~';' .~,' ".,,';."'" LIGHT DETAIL NTS STREET LIGHTS TO MATCH LIGHTING IN PARKSTONE PD ACORN HEAD WITH FlUTTED ALUM. POLE GENERAL SITE NOTES 1. REFER TO RECORD PLAT FOR ALl HORIZONTAL CONTROL. 2. SURVEY PROVIDED BY OTHERS. 3. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARISE. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS OR REPLACE AFTER CONSTRUTION. 5. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 6. CONTRACTOR SHALL REMOVE PAVEMENT & CONCRETE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS REQUIREMENTS. 7. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, PORCH, RAMP & DOWNSPOUT LOCATIONS. 9. CONSTRUCTION SHALL COMPlY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 11. CONTRACTOR TO REMOVE OR RElOCATE, WHEN APPliCABLE, ALL EXISTING BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES, POWER POLES AND GUY WIRES, WATER METERS AND WATER LINES, WELLS, SIDEWALKS. SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION M SHOWN. CONTRACTOR SHALL FOLLOW ALl LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF ALl MATERIALS REMOVED FROM THIS SITE. 12, ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM BASED PAINT, TWO COATS OF PAINT IS TO BE USED. 13, CROSS WALK STRIPING, STOP BAR, HANDICAP SYMBOL, AND SURROUNDING DIAGONAL STRIPING SHALL BE THERMOPLASTIC. 14. DIMENSIONS AND RADII SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC) WHICH INDICATES BACK OF CURB. 15. SIGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS REQUIREMENTS. 16. PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL LOCATED ON DETAIL SHEET. 17. CONTRACTOR IS TO INSTALl SMOOTH TRANSITIONS BETWEEN CHANGES IN CURB TYPES. 18. ALl SIGNS SHALL HAVE T-O. MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. 19. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REGULATIONS AND CODES, AND O.S.HA STANDARDS. 20. ALL DISTURBED AREAS SODDED AND WATERED UNTIL A HEALTHY STAND OF GRASS IS GROWN. 21. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED M NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALl RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE. SIGNS, TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALl COST SHALL BE INCLUDED IN BASE BID. 23. THIS PROPERTY LIES IN FLOOD ZONE .X., ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 12117C0135 E, DATED APRIL 17.1995. 24. TOTAL LAND AREA IS :t 12.00 AC. 25. NO WETLANDS APPEAR TO BE PRESENT BASED ON USGS MAP, AND VISUAL INSPECTION. 26. RECORDS FROM THE USDA SOIL CONSERVATION INDICATE THAT THE PREDOMINATE SOIL FOR THIS SITE IS BASSINGER FINE SAND (9)(BID) AND ST. JOHNS FINE SAND (29)(BID). 27. NO POOL, SCREEN ENCLOSURE OR ACCESSORY STRUCTURE MAY BE LOCATED OVER AN EASEMENT. 28. ALL UTILITIES SHALL BE PLACED UNDER GROUND AND TRANSFORMERS AND SWITCH BOXES SHALL BE SCREENED. 29. ALL AC UNITS, MECHANICAL UNITS, SATELLITE DISHES AND STORAGE UNITS SHALL BE SCREENED PER SECTION 20473. 30. ALL UNITS SHALL BE INDIVIDUALlY METERED FOR ELECTRICITY AND WATER SERVICE. NO METER BANKS WILL BE PERMITTED. CURVE C1 C2 C3 C4 RADIUS 42.00 32.00 32.00 32.00 LENGTH 65.97 50.27 50.27 50.27 CURVE TABLE CHORD CHORD BEARING 59.40 S38054'55"W 45.25 N38054'55"E 45.25 N51005'05"W 45.25 S38054'55"W DELTA 90000'00. 90000'00. 90000'00. 90000'00" PROPOSED LEGEND -- @ @ @ @ @ ~ PROPOSED .STOP" SIGN SEE DETAIL, SHEET 7 PROPOSED SPEED LIMIT SIGN SEE DETAIL, SHEET 7 PROPOSED SIDEWALK RAMP PER FDOT INDEX NO. 304 (TYP.) PROPOSED .DO NOT ENTER" SIGN SEE DETAIL, SHEET 7 PROPOSED .STOP" SIGN & "RIGHT TURN ONL yo SEE DETAIL, SHEET 7 PROPOSED LIGHT POLE LOCATION ~ ::! M ... IMPERVIOUS AREA CALCULATION TOTAL AREA = 523,330,98 SF TOTAL PERVIOUS AREA = 189,425,58 SF TOTAL IMPERVIOUS AREA = 333,905.40 SF (INCLUDING 8'x6' CONC, PATIO) PERCENT IMPERVIOUS AREA = 333,905.40 S,F.l523,33098 SF = 0,6380 TOTAL PERCENT IMPERVIOUS AREA = 63,80% 63,80% PROPOSED IMPERVIOUS AREA < 64,50% PERMITED IMPERVIOUS AREA CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA. INC. 0 1-800-432-4770 FOR LOCATION OF PARTICIPATING UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. J)ltf ~-~- DAVID R. WEAVER, P.E. 886! J h IJ//Jf- ~ oW r:: ~E~ 21 ~()'\:l' ~ ~ ~i .... ~. Jl ~ ii ~ II) '~ ..( 6~1:;l ~ ~~".., ~\I)fr~~~~~ ~~~t".E=qij .~ = 1 e ~.... 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""",,5 /" "--''';",t ..'>4. j!:q:: , , ..', ..U' ~ / ~ ~2b.' >,;f,1 :\/0 2D9,43' "1/ ';:;/rvv~')')c).~~,~,1 !'; '.. \ I; I" \ __~..__.______~__-;c.6 -_~~ (Y" .,. ;'R'''''~,I'' ;'''iAl '10r:. .:")' \ PROPOSED17.5'DRAl~ ";;"';-;;3' / " I ><1" ~~!),; '),;" ., " ~ / " r',....C. ,1 \II') '} 1 , ' '''' I ",,,) ",-' ,.',) VV ~ ~I,c)_ $0 J I I ,J", , ., ,,/j X II"II !AI '. ""~t:"/__~"":J() 1IIrt!~. t. l~l,_I'l"( J::''''''I<~,'l:'I\J,-r\{' ./ r,Jlpl/l) 12"If?C . /::1~~.-.. .\., ~,. "',......':-\ )' / i.: "'t '4~: \\ -. i ~. l<:;'/"/> J!i~F}. . ':'*'~:::".___-. .."._.,/ -.3 L'~?"'RC'I'{ .,.~,j ,.~.-~,..!?, 'I J " l ,..../. .. . -..,-,..- -...."I" k-~ I\. \ ((fle/c, :,.,;,6, PAC;t : /' ' ' ..;;-.::,;. ,)" ' >1, !! JI 'I " - ! oJ: 1\1 ,,, \ \\\./i\U /' , .::.'~'<;0 1 "';~',I; i: V If c./ ' "I..I j, .aLI ,'f /1 }\" " J '. ' " , , " ,., ' ....." 2~, 6 .. '" " ~ ~4 , 1'~ -~ ..' "'''.. ":-,<;'ri';rr/"!c'''"H-~, ,. I '\,1 I ,'/ '" ,,, I \,. ,.." <'" "/1.: :'l~':;:.~---- ;':',J,;..-i/ ~..;._,.__., ".~_ .::;;.,>,~~c""',' _....,--,......".. ," ..,'.,.. ...,:'0:-"'" ,_.......,~.__.;? c"'" -'" V'."",T""-i. <24- " ;1"",.,." ',. :.' 27--~ .," $/-j{7! / <~'s::<_,_..;"","-<~:':~; ~~=~ ~~~'~.~;, _H '::~"- ",'~' .~:,._ .'. . .... c=~:::in.X ~~:,';~ I "," 1"T . . .._ .,~" ' l j ..*,~ :-.:':~,;';; '7f:~ "'::~'~":, :;',~,: :"~:~". ... n . ..'C"j,C"~~ "'::,~ )> . ..... , ':'fP; . . ..::=.~-. ;:~.."~ 'C'~' 'ViL' . .~~~'.;I~'":_~; :'~"':;':: ... , '/ 1 :t,;" f,:U,i: / /v -~ ~;jTE- BEN'(;f / rV!;,f~~It( \, CO."\:;:' r:I-i/,' Ji;J \. i,',', I 'I" 'f." "_ FL;.. ~ (;} l/VA 7 ET? ."':! '..,'I':" 'I !':l'../-,I,' I J :: ')t;"I'/' _.," ~,V ~cJ,'),)i' /,IATt~i(<:1,136 STATE ROAD NO. 434 N8D LB #(,<3 iN (";:A';t:" \ ,'- '3;!i7C:,J Of-:;mUCT,),,",,:' .,'. ;,{, 124'R!W ", :' ',,' ," " ...~t:.;,;".. '" , ,.... " "":'~1t..1 : " .........., '" ~--~~..:-... - ,.r;:: -- -"" ->~" ~ "'. " ~",.~ '~., " " " "'" I' N '.' \ \ I , \ \\, \ : " 1 \ ,i' (,:i .. ~ ,~ CU}...:B /l': ,'t' '~J8 :"i 11 19/ U,1 ;4~' Iii;;;, ..... '<- UJ (iJ -:) t"T ,q, ~ '..: -I t01 1~U LU71i'i L{) , , ',~-'/'C',i " 'f;l./D) ".' ./r-\/C) t ~:) r u'} ~ , -; <i j l'-i F~j'V1-<2S ~;~.' " :'\'\!~.:17 6:-i;;~,t 'F<.<~i:';; , .V-.:1?r~)::{i8'f~(";':;"i ; "rv-.:: 18,02(7f:.: 'f~j, -'P.: 1.;'\/;::'/,:3 'll( n;, f-<:_'F'.: ! - ,f ~H? ~~ht o \4. III Lll ':'. l~' (1;' l:J 2: ,(... ~1 I.C (~ <:1 ~\ -.; cn C.t t,j -. * SJ.. ~l " .' : :,j~,S; iC Plf-)f.;) _,',.{C?Jj r,,~f:,~At..:;\:>; PROPOSED STORM SEWER SCHEDULE I. <E) TYPE C INLET, FDOT INDEX NO. 232 TOP ELEV, 26.53 N. F,L. 22.50 S. F.L. 22.50 STUB OUT 10 L.F. - 12. ADS FOR CLUBHOUSE USEAGE ~ 192 L.F. - 15. RCP@ 0.65% ..'" @) TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.53 W. F.L. 22.00 <E:> 28 L.F. - 15. RCP @ 2.78% <E:> TYPE 6 INLET, FDOT INDEX NO. 211 TOP ELEV. 26.53 S. FL. 21.25 N. FL. 20.75 E. FL. 21.25 <E) 230 L.F. - 24. RCP @ 0.33% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.37 N.W. F.L. 22.00 ~ 45 L.F. - 15. RCP @ 2.78% <E> TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.53 S. FL. 20.00 N, FL. 20.00 E. FL. 20.75 <E9> 119 L.F. - 24" RCP @ 0.63% ~ 4' STORM MANHOlE, FOOT INDEX NO. 201 TOP ELEV. 26.54 S. FL. 19.25 E. FL. 19.25 €!3> 12" NYLOPLAST-ADS INLlNE DRAIN TOP ELEV. 26.00 E. F.L. 23.00 ~ 104 L.F. - 12" N-12 ADS @ 1.44% <E3> 12" NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 26.50 W. F.L. 21.50 S.E.. F.L. 21.50 ~ 115 L.F. -12. N-12 ADS @2.05% ~ INSERTATEE (SEE DETAIL, SHT. 10) INV.19.14 €!I> 233 L.F. - 24" RCP @ 0,22% @ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.13 N.E. F.L. 22.00 €Th> 28 L.F. -15. RCP @ 1.79% ~ TYPE 6 INLET, FOOT INDEX NO, 211 TOP ELEV. 26.13 S.w. FL. 21.50 W. FL.18.75 E. FL. 18.75 30 ----,- --f':F-EtEV:'28, ~t ~I ~i : -7 :':'ll L )( ~~_. ,_.J.-- ........ t>:/ y ..:r T 25 ':+ 20 @}) 205 L.F. - 24. RCP @ 0.85% ~ TYPE 6 INLET, FDOT INDEX NO. 211 TOP ELEV' 26.13 E. FL. 22.00 ~ 28 LF. - 15" RCP @ 0.89% @3> TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.13 W. FL. 21.75 N. FL. 21.75 ~ 236 L.F. - 18. RCP @ 0.32% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.48 E. FL. 22.00 @!> 28 L,F. -15" RCP@3.70% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV' 26.48 S. FL. 20.75 W, FL. 21.00 N. FL. 20.75 ~ 109 L.F. - 18. RCP @ 0.69% ~ 4' STORM MANHOLE, FDOT INDEX NO. 201 TOP ELEV. 26.50 W. FL. 17.00 S. FL. 20.00 N.E. FL. 16.50 ~ 103 L.F. - 36. RCP @ 0.73% @3) TYPE C INLET, FOOT INDEX 232 w/ J BOTTOM TOP ELEV. 25.00 S.W. F.L. 15,75 S.E. F.L. 15.75 <& 115 L.F. - 36. RCP @ 0.24% ~ REMOVE EXISTING INLET & 36. RCP <ED CONNECT TO EXISTING INLET W. F.L. 15.48 ~ 12. NYLOPLAST-ADS INLINE DRAIN TOP ELEV' 24.90 E. F .L. 23.23 ~ 184 L.F. - 12. N-12 ADS @ 0.90% ~ 12" NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 25.00 W. F.L. 21.56 E. F.L. 21.56 @!> 175 LF. -12" N-12 ADS@O.90% ~ 12" NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 25.30 N. F.L. 19.97 W, F.L. 19.97 ~ 162 L.F. - 12" N-12 ADS @ 0.90% ~ TYPE C INLET, FOOT INDEX 232 TOP ELEV. 24.50 S. F.L. 18.50 E. F.L. 18.35%, CONTRACTOR TO VERIFY '~~ ........ _..:- ""'--c:'--' ". EXI5TtNG- ~r CO~IDEWALK SECTION A-A NTS EROSION AND SEDIMENTATION CONTROL NOTES MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PlANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE OOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. 2' 4' 2' SOD 2% CROSS SLOPE - FDOT TYPE F CURB & GUTTER - MIN, 300 PSI (TYP) 40' 12' 48' q,. - -12' - _2% GENERAL GRADING NOTES 1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION, 3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION, 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC, REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5 EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. 6. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PlANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PlANS. 8. ALL EROSION CONTROl MEASURES MUST BE INSTALLED PRIOR TO ANY lAND DISTURBANCE ACTIVITIES. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC. 10. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH ALL UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION AND ENSURE THEIR PARTICULAR UTILITY LINES ARE PROTECTED. 11. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 12. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, SEED. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER- WISE NOTED ON PlANS, SEE lANDSCAPE PlAN. 13. LOT GRADE SLOPE SHALL BE A MINIMUM 1.25% IN-BETWEEN ALL BUILDINGS TO TO ENSURE POSITIVE DRAINAGE, STORM SYSTEM NOTES 1. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 201. 2. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 200. 3. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN-OUTS, SHALL BE INSTALLED WITH TRAFFIC BEARING GRATES AND FRAMES, TOPS, RINGS AND COVERS, ETC. AS APPLICABLE. 4, ALL PROPOSED INLET GRATES SHALL BE RETICULlNE STEEL. ~I~ "':I~ cnO:: :~F;~~:~.~~~~R=~~\__~~> -~=--=--=---~~=-_._..=.-~=-----:~~~~~~-~~~~~~~=,~: ,,:~~~=~:= 20 ---------,--,-.--..----.----,--.----------'-------.-' -, -,,--- SECTION B-B NTS PROPOSED LEGEND ~ (E.P.) TOP OF CURB EDGE OF PAVEMENT FF 27.50 PROPOSED MINIMUM FINISHED FLOOR ELEVATION ---- PROPOSED FLOW DIRECTION --0---0- PROPOSED TYPE III SILT FENCE, SEE EROSION AND SEDIMENTATION CONTROL PlAN. €I?> PROPOSED STORMWATER STRUCTURE 12' 2' 4' 2' 2%_ 1" MIN, ASPHALTIC CONCRETE TYPE 8-111 6" SOIL CEMENT (MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 300 PSI)" - 8" MINIMUM STABILIZED SUBGRADE (FBV 75) NOTES: 1. SIDEWALKS NEXT TO NON-LOT AREAS TO BE INSTALLED AT TIME OF ROADWAY CONSTRUCTION BY THE SITE CONTRACTOR. 2. · SOIL CEMENT 300 PSI BREAK STRENGTH SHAll BE A FIELD BREAK STRENGTH. NOT TO SCALE TYPICAL ROAD SECTION CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. @ 1-800-432-4770 FOR LOCATION OF PARTICIPATING UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. Sorlng IUnber SOIL BORING DATA HA-' HA-2 HA-J HA-4 &tlmated 9roundwater ElevatIon lFt") 23.4 22.7 24.2 23.6 E6flmated SIfISOfItII High BnuJdwater ElevatIon lFtJ 24.0 23.5 24.5 24.0 87/#-- DA DR WEAVER, P.E. ..88~~ ~ /r/~I- ~ .... ~ I E@ -e ~C1 ~ ~U'i- .... .:!. ~ ~ "E < \I) ~~ .004 ;:... co g " C III .... ~ ~~~~:elll!~ ~ ~ ~ ~~ ;: 0 .~ ;: i ~ ;!.... ~ ~ ;: ~ l:S ;:t UC b()~;I ~ ""'I ...Pl) ;: .... ::g iii .:~~ 'i~ ~ij II ~ l~ . aU) ~ I)] a ! b LO II ~ o N >- ~ a.. 0:: N (!) <( :i U) ::> 0:: !II W lL. ci Qj Z - .c _0) tU 0 o ...., lL. ~ o o N @ - ..... 0) ~ U) "0 0) > o .... a. a. <( ~ - ~ e ~ ~ 00>__ w~:t:t ~CDLO('I') ...... 0 0 0 OWww U)~~~ ~ooo w U) U) U) c ::E I- I- I- 0 ::E Z z z '(j) oWww'S;: () ::E ::E ::E Q) O ::E ::E ::E 0:: 000 ~()()() ~q>~~ ...., w _ - U) () () () 0:: 0:: 0:: 0:: W W W w a.. a.. a.. a.. o 0 0 0 w w w w U) U) U) U) > > > > w w w W 0:: 0:: 0:: 0:: QQQQ2 0> 0> N N tU ~~~~O CD CD CD 'Ilt <a~<a<a<a~ 2~~~~ tU _ _ _ _ o N N N N Ln .... ~ ~ I:: C ~ II .t c '5 ;tl ~ 'S- >. >. ~ .c .c II "0 ... -g ~ i 15 e u Q) a. J:: a. () <( 0) ~ ~ ~ :c :c 0:: 0:: Z ...., ...., 0 0 >. .c "0 >. 0) .c ~ c 'S;: ~ +i! ,~ tU u 0) .... <( 0 0 z <( ....I Q. W C) <( z - ~ c c z <( C) z - c ~ C) w z o .... en ~ 0:: <( a.. .... <( en C) z - c z <( ...J W ::I: .... ~ en C) z - 0:: a.. en 0:: w .... z - ~ <( C - 0:: o ...J LL o i-. .r:. en LOT 76 LOT 199 LOT 198 WT197 LOT 196 LOT 195 10' WALL & LANDSCAPE EASEMENT (ORB 358~G 1996) ~ LOTI94 lU o 8 "'___0 C/) t::~~ ~ 2:";';;::Q>-_ ::J"'~Qt:: lUC/)CX) C/) ~i[fiJ@~ t- . a 2: a i2~a::o~ a:: ~ 8 "J 0 LOT 193 <<: ~ lU ...J 0.: a:: Uj ~ a 2:- :s LOT 192 LOT 191 LOT 190 LOT 189 -- -- LOT 187 "" "" "" "" "" "'.. LOT 186 x x x x x " Ii " " I I I I I LOTll :z: o 0) o o CJ'l c5 --- 1= L.: _ I I I I 1 I I I_t [ :5 ~>- ~~Q ~~~ ~ lfl C( a:: <~~~~~ ~''','''' ~ ~~" "-.....~" -.;::<>-. ~<>" ................. "-"-... ~" --, ~0 ", ;z ~ -' ~ - . ~1,~ "'---, '",,- --fii ~ ""-" ~ ~'" ~ "'~~ , -~- '" PARKSTONE UNIT 1 (PB 56. PGS 17-21) RECORDED 8/1911999 ZONED: PUD LAND USE: LOW DEiSITY RESIDENTIAL ~' ))1 / ~~ -~~,,'" " ~ !. -IS\... b __ I I '"'->~>>~''', ~ --'- '/ d ~-::=:-.--./--- '-:'::,,> N -=-- ---- .-$ &'" ~~ ~ - - ~ I'~-'-::;- '-~ 1\ " /" / 1-1-" '<\, ,,~ - ~~, $)// III {'~. "" :\ ~ ~ >~~ // / / ',.".\~\ ~ \ / I I . '. \\\ ~ } /1 1 \ \ SLE........... \\ I 'I R=115.00' I /.....--.. \ \)' ~ I." "~6.7.68' i I / \ 1\ \ $:/" CB~51 035'3f3"1 / 1.J..f \ II \ \1 \~I " TRA.ftH(CO~IMdt.JA~EA) fj SITE BeNq~ MA ~i \ \ \\ ,,"\ PARKSTOfJE JNIT j /' ELEV = l~~ \\' \ '\ \< I & I / N&D LblJ f IN ~ IN!; CURB \ ~V ~\ " " ~ ift;SMH !oJ Rii'vI"-'2:;,~2 / V / / \ ,\\\ \ '\ \j.J Ii A NW INV=.1 1 ~(8'~lt.) ( \ \~ "" 1 ~ t5 /- E INV"-"U718"~L.) .\\ ~ "" '/ Ii S INV=-1Z7m}jPvC) - -\ "'\. ~ "" '\ / J 11/'/'..;7 ~\.. ~ ~ '- 'l ~,lV~ -- ,/ ,~;f//.. " ~.. ~'::::.-1 '1!:=~;-: - .~--~ _ "~~ ~<> ~~co 1/1 ~=~;~~~ ___ cv---, ,./ L=27~~CIMHNRIM=23,55 ~ 0 - - -;; , 4N INV= 13.20(42"RCP) I ~'" ~ /, - S INV='16.40(24"RCP) ~ ....... .... .J '7'" -,' - E INV=18,05(1S"RCP) ~~ 100 '"'I r-.... ~ / ~, "" -J W INV= 15,39(36"RCP) ~ I 1------- CIMI ; N RIM=23.73 tJ l x) -I N INV= 18.70(6"PLASTIC PIPE) ~ 'I S INV=1S.77(6"PLASTlC PIPE) j x) l vV INV=18,39(1S"RCP) QI/;:; ~ ,(.t" ' I : ~. ~T I ~\, ~._~_ ~~~~.~1~~;(~~:eC) I ( w, I I 0 ~\\ S INV'''' 12,92(8"PVC) =< '" (') I ~T r-lf:~ I' W INV=13.22(S"PVC) ~ ~ I ~y' ,', K'" I " I ~T \ SMH N RIM=23,66 l-J ~ ~ -,,- ~ Tr il! /_. N INV=13.76(8"PVC) 103 '" I ;: '\ [IT I // S INV=13,56(8"PVC) 211' . A' ~ --, if'L- r ORB 3S82, PG 19~~"t::MENT J------l 1\ I "'1l I J/1' 104 r.1 ' i 1.4 MUUNT CciR8 I h Lr ,--C ~ ~ I EXISTING UFT STATION I I I I I I I I I I I I I 1.OT79 I ___ ___ I I _ \ __ _____, _ _ _ _ _ _ __ __ ____ ___ _ _ _ __ _ 1--- -- _~O~~\ n n II n n n II n II n \ \ \ \ \ 0\~ ;V ,,~ {,,_ "\ ~ _~~ _'" ~ .. 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(yo .. @ \. -~ I If) ~ I - -I f-- -; /,; If) , / s- "- ....../ s' "7 - '5 ,/ I .11 ~~..- , /" "- ,/ -" "@ .11 ~~ s /'/ ~ ~~ s ~ s "' ";~~ ~ 7.. ~ -.j~ iIIl 53 @ If) ............./ u 52 ~~ 44 43 42 41 40 39 38 37 36 46 45 47 -- 51- - LJ D LJ LJ LJ LJ D LJ LJ LJ LJ 50 n II n n n n n n l/) 49 25 26 28 29 30 31 32 24 48 ~ @ .. lie ~ ~C~_A ~, - ~ T"~ ~ERCIA~ <'iL ~ (/) - ~ /"~J ......0 ,~ I\.~ II. ~~ 5 " -. , - T Ol ""'~Ol t::~~ ~~~gUj lU(()<i5Q~ ~i[GJ@a t- 'a 2: ~ i2iga::O::J a:: co ON QO if. '-- lU a:: ... # ~ r " _.~ ., .. h .... ., \ I "'1 '1 T I ~ rx ~WJL~ CABANA 22 21 23 H I~ PROPOSED LEGEND . PROP. SINGLE WATER SERVICE C PROP. DOUBLE WATER SERVICE -W- PROP. WATER MAIN +4: PROP. FIRE HYDRANT WITH GATE VALVE . PROP. SINGLE SANITARY SEWER SERVICE --< PROP. DOUBLE SANITARY SEIIIe< SERVlCE - S - PROPOSED SANITARY SEWER ~ PROP, STORM SEWER WITH INLET ~ PROP. STORM SEWER MANHOLE ] PROP, FIRE SPRINKLER FIRE LINE PROPOSED POTABLE WATER SCHEDULE CD o o o o @ o @ o @ @ @ &@ 8" - 90. BEND CONNECT PROPOSED 8" WATERMAlN TO EXISTING 12" WATERMAIN 8" x 8" TEE 8" - 45. BEND PROPOSED FIRE HYDRANT WI GATE VALVE ASSEMBLY PROPOSED 8" PVC WATERMAIN PROPOSED 6" PVC WATERMAIN 8" x 6" TEE PROPOSED WATER SERVICE CONNECTION (TYP.) SEE DETAIL, SHEET XX 8" GATE VALVE 6" GATE VALVE CONNECT PROPOSED 8" WATERMAIN TO EXISTING 10" WATERMAIN PROPOSED 2" UL LISTED FIRE LINE DOUBLE DET. CHECK VALVE BACKFLOW PREVENTOR, 2" DIP FIRE LINE, AND FIRE DEPARTMENT CONNECTION (FDC) FOR A 13R SYSTEM PROPOSED SANITARY SEWER SCHEDULE o @ @ @ @ o @ @ o o @ @ EXISTING SANITARY SEWER MANHOLE TOP ELEV. = 25.72 E.INV. ELEV. = 15.12 W. INV. ELEV. = 16.35 97 L.F. - 8" PVC SANITARY SEWER @ 0.40% @ @ @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.34 E. INV. ELEV. = 16.74 N. INV. ELEV. = 16.74 S. INV. ELEV. = 18.60 74 L.F. - 8" PVC SANITARY SEWER @ 0.40% o @ @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.62 N. INV. ELEV. = 18.90 W. INV. ELEV. = 18.90 228 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 27.48 E. INV. ELEV. = 19.82 W. INV. ELEV. = 19.82 245 L.F. - 8" PVC SANITARY SEWER@0.40% @ o PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.73 E. INV. ELEV. = 20.80 158 L.F. - 8" PVC SANITARY SEWER @ 0.40% @ (5) @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.26 N. INV. ELEV. = 18.28 W. INV. ELEV. = 17.38 S. INV. ELEV. = 17.38 231 L.F. - 8" PVC SANITARY SEWER @ 0.40% @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.63 S. INV. ELEV. = 19.20 W. INV. ELEV. = 19.20 400 L.F. - 8" PVC SANITARY SEWER@0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.61 E. INV. ELEV. = 20.80 PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.60 S. INV. ELEV. = 20.00 208 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.62 N.INV. ELEV. = 19.16 E. INV. ELEV. = 19.16 S.INV. ELEV. = 19.60 222 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV, = 27,30 E. INV, ELEV. = 18,27 W. INV, ELEV, = 18,27 222 L.F. - 8" PVC SANITARY SEWER@0.40% 175 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.70 N. INV, ELEV. = 20,30 PROPOSED SANITARY SEWER SERVICE CONNECTION (TYP.) SEE DETAIL, SHEET 12 CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. 0 1-800-432-4770 FOR LOCATION OF P ARTlCIP A TlNG UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. .l)J/:P~ DAVID R WEAVER, P.E. 867 ~'1j) ~.,. ~ .... r:: fi ~ ~ = ~ -e ~Q1 ~ ~~to> ..s:: ~ U) "'l !.l < ~!l2'~ "" = "" Cl5 c::> ~ Q ll)~"'l E~t~:ell)~~ ll) ~ ~ ~S = 0 U .~ = 1 e ~'M c: ~ = ~ l3 ;:t Q bo~; ~~"":!CI)U =~~ II in ." a l~ !Iii ~ ~ I)] a ~ b (") II - T"" Q) ~ Cf) ;g o N >- c::: <( ::> c::: co w u. 0 Q) Z - .Q m 0 o -, ;! 0.. N ::> :i () ...,. o o N ~@ ~~ i -- tl'J- -r T Ir LI I' , id .11 I i \ I ' I I i I I I I -J ~ I I I 2;\ - - """~ I I .- ;~ "\"" ~: : I I: ~ ~ f: 1 ~ I f': q~ I \ i J~I~ / I: ~ I I'. ~ 2 ~ I I \\ I : , 3'- ~ 3 ] f r :r~1 ~ ~, '~ ).. ..", ""SEM '" J 't EB J II~ I r" ~ 4 W I (41 ~;~ II i 1..- ~ 3'BRJCI{cOLUMN _ ON I! i ~ " '\ \1 i I 1 .. (j (TYPIC1llj \'" ~ I" I' , il! Si,Hi N RIM=25.91 v; I~ 623',UTIJIYEAllEM b~fi I \\ ~ ,'--' \\)/ N iN'/"-' 14,97(8"PVC) \ ,\ / f:: itNc:14,88(8"PVC) n n n I- ~-r.;\ _ __ _ _ ~ " ~)~ ~~_. ~'~~~~"'15,03(S"PVC) - - - -- I @: I.r <NDPAVE"':.~" ~l-l~~---e 3k 34 35 0 ~. - ',-, \ PI ,_!;._~+-,.------. I @-" .. ~ 01 11 !(--==---' \ (D). 1 ~ ;~:;:,~~ ~;':a~~~a,f Cif J II - ~ /u r~l:::""_-- DMH N RIM=25.42 I !<D., 4& ~ ,- Q):::If ~~-12W-lrr\':;2\~-3 i:~~:ff~if!i:~g:~ ... ~.~ .... .. -'" It J!!i: .. ... ~ M' ~ ~'-..! i- fJ 8 I I . ,~ \ WINV.,8"(1.'RCP) \ I 1 5 - bF 5 ~-~~. JlI I ~ ~ -_----i -~.:::f~i.J;", cl\TCURB I 5 - 57 - I "D u, 4' 6 9 i l ~ I~ -- ,- @5-ij ~ '~. '~ of ~ ~.~ - _.@..-'-... . ,'~~ -... . ., ~ T cw ,,(!) ;;;;;;:;::;.... j ,. \ II 1,1 ~J: I CFi JZ, M V (~/RI LE · I ~ i CIIfIP.':IM'2491 II I \ I ~ ~~~:-,~.~,~~~:~~ pJ \ \ t\.~\,-)> .J. : fIL'-j' I I SIGN, ~ALL & LANDSCAPE -- rx ><t\ \ --=-' I ( /fj 20 I 19 18 17 16 15 13 12 rr~~~A ::;PG1J1 . ~~'I\r;l\~\, & 1 f PROPOSED 15" .. 1..\ 1\ _I I D1WNAGE EASEMENT~ - - - :: :\ Q \ ~ \ ___3', ~ICKCOWM!\ METAL ENCE - _ - ~ - __ -7CONC ~ L X \ ~ LJ LJ U LJ;I L.lJ LJ ('E::)" r:ru "-. LJ t= LJ J-.J- - -.-\ - - - \J ~ It, l' W INV=18.67(1S"RCP) "- ....... - J~" ----0-----, /' ~ FOCM I '..... - - - - - - r: '~N - S83053'l\3"W IJ c/ lO'UE " . / __ _ _ _ _ ._ ~IGNI- x \-x 0 IS.?2.Rf:..... --<Iii -- - - - - - - - - - - I V \ - A S83 054 '55"W 505.62' "-- 209.43' MESINV:::22.28 , I" ,,' \1 '= - . -- - - ,\,'U:;iiNV:::21,86 / 1711111 \____- ACCESS I/O UTILITY EASEMENT #L ND 1:21RC IS'"X22'RCP I / / \\ iT /I IIfV 1 \ (ORB 35t rJ, PAGE 1777) F~~ "" " )( I I x '- \ '\\ " Ii +I x x )( x " ~ " " >: x MES INV=21.95.. x / ~ x;-JL ~n "X-:- \ -" : x l< < : :: 6910: : x ~ 0 'FOUNDI12-IRC \\ ~':..~~., ?f "i / i x ---l" /( ---,"--;-N-L"-E'-r ,: 5"~~W'.LK ----:-:--, '-.,,-,-,' )( )( '--><--",. ,,:;t., )( 5' CONe'WALK " )( < .,//' #LB68 '. r -= .; / ,,' · ~ ~ - Ql!<C ~-- > - _ ":;;;oIl; """'\: - L MES INV'2 t97 '" ACCESS AND unuTY EASEMENT \ CONe APRON ?C&C CIMH N RIM-2no W BOUND lANE 434 'NLET SiTE BENCH MARK ~ ~~~~ ~:~;i::' ,0R"'82. PAGE 2037) S INV=23.47(18"RCP) ELEV = 25.47 TOP OF WATER=21.66 STATE ROAD NO. 434 N&D LB #68 IN CONC WALK BOTTOM OF STRUCTURE=20,26 124'R/W '0 Q) > o L- a. a. <( Q Q ~ ~ it) (") 'V 0 0 ~ w W T""~~ ~ 0 0 Cf) Cf) Cf) c: I- I- I- 0 Z Z Z 'Ui w w w 'S; ~ ~ ~ Q) ~~~a:: 000 () () () ~ ~ ~ () () () c::: c::: c::: w w w a.. 0.. 0.. 000 w w w en Cf) Cf) > > > w w w c::: c::: c::: Q Q Q ~ it) N N m ~ ~ ~ 0 I'- co 'V <a~<a<a<a~ ~ ;g ;g ;g ;g m _ _ _ _ o N N N N Il'l ... ~ ~ II: Q ~ '=I N .\: Q '5 ;it -< ~ >. ~ ~ .0 '0 ... ~ ~ i 13 e u Q) a. .c a. () <( Q) Z ~ ~ ~ I Z c::: c::: Z-'zoo >. .Q '0 >. Q) .Q ~.~ i u ~ ~ <( 0 0 z <( ...J D.. >- .... - ...J - .... :J W .... - U) o D.. :IE o o w Z<c Oc 1-- en 0:: ~O 0::...J <CU- D. .. I-en <C~ en- 00:: ZD. _en Co:: Zw <CI- ...JZ ~~ I- o Z ..... Q) Q) .r:. en 1ft Sheet No. 6 ...Jo. ...Jo. = II II WW -0 < - :I: ...Jo. I\.) ...Jo. 01 I\.) ...Jo. I\.) ~ I\.) """ w o ...Jo. (X) (J) (') )> r m - - ...Jo. I\.) ...Jo. 01 ...Jo. (X) I\.) ...Jo. I\.) ~ ~ """ w o SANITARY SEWER PROFILES Activity Designed by: Drawn by: Checked by: Approved by: THE LANDINGS AT PARKSTONE WINTER SPRINGS, FLORIDA PROP. MH-R TOP EL.= 26.62 INV. IN = 19.16 N INV. IN = 19.60 S INV. OUT = 19.16 E PROP. MH-T TOP EL.= 27.30 INV.IN = 18.27 INV. OUT = 18.27 PROP. MH-K TOP EL.= 26.26 INV. IN = 17.38 W INV.IN = 18.28 N INV. OUT = 17.38 S Name J.H.1. N.N.N. D.R.W. D.R.W. Date 2/04 2/04 2/04 2/04 Certificate of Authorization No. 3215 & & & & No. 6/22/04 4/22/04 Date .....Ii. ...Jo. - - - - II II WW -0 < - :J: c?[JJDD Engineers Planners Landscape Architects Surveyors Construction Management www.cphengineers.com 500 West Fulton Street, santOI'd, Fl. 32771 P.O. Box 2808, SantOI'd, Fl. 32772-2808 Phone: 407.322.6841 Fax: 407.330.0639 ...Jo. I\.) ...Jo. 01 .....Ii. (X) I\.) ...Jo. I\.) ~ I\.) """ . ' , : '..: I : ;.'81--1: !.: ': ::. ';J... ( : :",.::-<. ;.,,: I' ., ':,~ :,,:,'> , ': 1.l:, ':. :j' , :: i I : E' Iii i ,,! 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I, ,;, ' .. , , , , . :' .~ I ; , " : \ , ..::l . . ~~ -- ' - , , , \ ; , I" , , I\.) ...Jo. I\.) ~ , ...Jo. I\.) ...Jo. 01 .....Ii. (X) Scale: 1" = 30' H 1"= 3'V Approved Date: FEBRUARY 2004 Job No. L 1214 File: SAN PROFILES C 2004 REVISED PER CITY COMMENTS DATED 5/4/04 REVISED PER CITY COMMENTS DATED 3/4/04 Revision . (~' \.... .... PROP. MH-O TOP EL.= 26.61 INV. OUT = 20.80 . : f;') (en ~ I I\) o , f;') \~ PROP. MH-M TOP EL.= 26.63 INV. IN = 19.20 INV. OUT = 19.20 1C(l) \1\) 00 I : . . . PROP. MH-K TOP EL.= 26.26 INV. IN = 18.28 N INV. IN = 17.38 W INV. OUT = 17.38 S .. . (;\ ~ . PROP. MH-C TOP EL.= 26.34 INV. IN = 16.74 N INV. IN = 18.60 S INV. OUT = 16.74 E I\.) ......, Sheet No. 7 ~~ - - - - II II ~~ -0 < - :I: " , , , : j ; j ! j . I ,i I < ! j ~ : i i I ,i I; ; i ,:' I' : :,; ,i,:,; 'I, ,: i~i:': : ii iI; ", ,',:" Ii , !!m' " I :', , I ., , " I . ':;!: : I. ,,::.' .','.,: ", " : ' : , i "i": : , 'I : I , ' ! ,,' I I I "I ' ,I l " , " "', ,! PROP. MH-E 'I I " " " I. ,i: I l:" I' I , I ::'. i I ',' 1',. i:': 'T :; ii': I ,i 1, ;i~T :! i i!'! :': tmH-H'-;':"H-c1: TOP EL.= 26.62 I :; i': . I ,: : I . I I, ii',: : I i INV. IN = 18.90 Ii: ; i ! i i I " i:, ':" ' : I, i': :! " ' i :". INV. OUT = 18.90 ;',' ';i ~:' I, i ;. ' ," :1', if ' I'" -:LLliL ' , ': " , ': ' , , + I:h'rlr-!{ :Iil""""'" '11T[T I'i' "f: " ! ~ 1JJ.8-@) " n Id{l . .... .. .' '. J i@ ! I .. "!:'l UJi :/i ..f '~Jr5J ,. .:; , ~ I\,) ~ CJ'1 I\,) ~ ~ CD !,::,:.! i I\,) ~ I\,) ...... i; ! I ,,' : I ': . I' :!':: I , . .. : : , ; ; : i , : , I. . , , ! ! : ..j' " , ! : ii, i : ',; 'i" :;", :' , i ' ! : , J ' , i i I I :,', " ., I ;! , , . : I,' , , , , I . I , - . ; ! I I , , . , , , ' , : , : i : . ! . :'-~ l-i H-'r ~~. ~,. , , , - ~ 'T" '-' . ]2"'. ' " t " " . _ t l . I, I:'" '", ~i, 7T ,F'IT :fT'!: ,""",1 i . L. .' " . , : in___ : . 'i-- __1,.,: "'-'.- ~ ---h-_~_,... : I ' , , . I. ~----'''- 1- ~ ,- i : , , , : I_,',l. . i , ' ii, "; I ' ,T i' : ii,' , i . 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' i I , ," , i: : + ~:: :+;..i _ ': ' , " ' 'I · I ",' . , .' ' . Ii: .; :: :' " i' I. i . ,~..i--'-..- ,:, , i::: . , ,I i : i . '" .', : . . t-.. ;<8 -r :1 ..m i. '. ' :: . Ii: :, ',I : . :" I i;:' : I' :! : i : ," [ ! , ! i i , : : : : ': t : , , , I ' ! " , I : ,!. : i' ': [ I : ,; Ii : I' i i; .. , .' : I 'i ,!, I i i , , ! : : :.: +~_:,_~__L~ +,. ~_"_I ~~~:-~~ ! I: I : , : .: . : , , '7 ~r: .,+--'~~-:-~ ,~~ , ..tp J , : i .. , , , , , I I . : '\, I :" ,I " I I . " I , I', II ' . I !i i : i -~ , . , ' i " , , I; , '! I: : 'i i I; ,: I :! ': '. ' '!: 'I ': 'i Ii : . '" ~~.,. .-t---t ~--t-+ -~-+ : i i: : i: ,I . : ' : , : , , I:] i i j I : i ;, I, ! I , , 'i , , i I , ! ! I , ~L~~l--~r-+_H '.. +~J ~- -T'- : ,! : rt+ :: i ,I I ", I ) , : : ' 'i i+' '~.i-~~H-i'; " , .: -'" - 1---.-- .l-~~ "'t-~........+ ; I I ; I , I en () )> r m , . : ---'-"" " I I j r I :! i ': : I'+~:-': ,;:: ." ,. , " : , , : " "": , : , ' , ... '.. I. '. I, '''' I I : , :!.: :! '1 !: ' ': ': . ,i .: , i i . i I .:, " , i, i,' i ~; I I: \; i::! i 1 . J : , , " : . : I , : : . : ) i i ':.- , .. -t.,,;-'-!.. H ..... .' I " ' :, 'I . :, I. , , :: :::;', : I:'; i:!, i i ;: ,; ", , ' i ""'= ! I j I ~ : I!: i i i : : , i ., i :., :'1,: . 'i, J !' I ; I : , : ; I ) ;; ; I ; : i ~ f : ) ; r :: : I; i < ,: i -,- ",' I' . ,r . 1 ' ,. . : I '/ ' , . I ':, i I,":' . ,1/' .", l!~,:;.;,,'_;~: ;~, I; ,+ COI _",,~',;:'I::,i:.: :-,,-,r;:.c~:' , .: I ''''''" i,," :,. . " i,.' ',' : rJ . . j j ; j ~'''';' ~. /: . .' :'H.i '[' .~ . <.i'<', ... .. ... ,I , ',':: i I '<1! i I I, ,'!: " I i Y ;':' '; ': " :,1 " ~ ,::. ", "'I{/' I ; I ! i I:: j 1 i 1 I~ !~ i I: I! ",' f; i;' "", I ' 'I: ';,1: f I : l J __--~_~~ j it: :~' i' '. ~~~ I,,~.:. Llll'_"<'f' ,__. _i I, . ., .: ,ji! I~ji~. ". "Y". : I , ,;. .,~.: ,;. t " "~" '. " ~~ : , : : ' :' ,: '(~~ . ' .". r-:........ i_:-:-,::..C';:":~~-,- ,...:::'=",,",.,'__. .J,D,: ' ~-(~.,.,.~_.., ~^,,~'; : : -"'. , : ': i' I' "I: I 1; : ,:'" 1 : \ '. . 'i .. :. , ~,: " . ~' , " ..', '. , 1"" .~..'"""" , ,. -.-- .., ~~~ --i H~ " .~~ -<01 I . ' --",' .. '. i' ';,: ; " . . I , I' ,l -, :, ' , , I I I ~ , , ': , I . . , , . , ... -- , . . c ~ . ' ~ I\,) I\,) ~ ~ o I\,) ~ I\,) ...... ~ CJ'1 ~ CD SANITARY SEWER PROFILES Activity Designed by: Drawn by: Checked by: Approved by: THE LANDINGS AT PARKSTONE WINTER SPRINGS, FLORIDA ~ o , . , T ~'T'; I 'r; PROP. MH-I ; TOP EL.= 26.73 INV. OUT = 20.80 I . , . , , " : . . , ' . PROP. MH-G . TOP EL.= 27.48 INV. IN = 19.82 INV. OUT = 19.82 . . i . , PROP. MH-C TOP EL.= 26.34 INV. IN = 16.74 N INV.IN = 18.60 S INV. OUT = 16.74 E , EXIST. MH TOP EL.= 23.72 INV.IN = 16.35 , INV. OUT = 15.12 I , Name J.H.1. N.N.N. D.R.W. D.R.W. Date 2/04 2/04 2/04 2/04 Certificate of Authorization No. 3215 No. ~~ - - - - II II ~~ -0 < - :c 6/22/04 4/22/04 Date ~ CJ'1 I\,) ~ ~ o I\,) ~ I\,) ...... ~ CD en () )> r m PROP. MH-W TOP EL.= 26.70 INV. OUT = 20.30 PROP. MH-R TOP EL.= 26.62 INV. IN = 19.16 N INV. IN = 19.60 S INV. OUT = 19.16 E PROP. MH-P TOP EL.= 26.60 INV. OUT = 20.00 ~ CJ'1 I\,) ~ ~ o ~ CD I\,) ~ I\,) ...... Approved 1" = 30' H 1" = 3'V Date: FEBRUARY 2004 Job No. L 1214 File: SAN PROFILES C 2004 @~DD Scale: Engineers Planners Landscape Architects Surveyors Construction Management www.cphengineers.com 500 West Fultotl Street, stmford, FL 32771 P.O. Box 2808, Sanford, FL 32772-2808 Phone: 407.322.6841 Fax: 407.330.0639 REVISED PER CITY COMMENTS DATED 5/4/04 REVISED PER CITY COMMENTS DATED 3/4/04 Revision - Ii \ loCI) i 1/ /- ~ fo '!o,." ! V3' I Ii ~ /;~ oj ~~ I~ CfO$$WtIlk ~i LIne (T'ID.) ~ - Sidewalk WIdth In Feet Utll. SIdewalk StrIp Width In Feet Width VarIes RaIrf) Curb __ - -Q I! lo. i -Q II lo. i / a." -"-- SIdewalk j "'-..J. Width IIIINJS 0.5' Curb Type 0 Or Curb It Gutter Type F (Curb It Gutter Type F ShawnJ. _ RaItrJ Curb ~ T ~ 1 RaIrf) Curb - fo '!o,." ~~ ~fS ~cfj <(1/ II! ~ ~ _ U". (, 'tOo) ~ /frJnrJ Curb - CUrb Type 0 Or Curb 7 It Gutter Type F (Curb It Gutter Type F ShawnJ ,I / I~ Crosswalk l.:-L Une (Typ.) ~ ~ ;~ Crosswolk (6' 1I1n.) ~ Crosswolk (6' IIln.) Drop Curb (For Payment See Generul Note 6J PLAN VIEW PLAN VIEW / / I --' / ~ ",T ! 7 ~ ~ L / PICTORIAL VIEW PICTORIAL VIEW FOR TRANSVERSE PEDESTRIAN TRAFFIC SEE SHEET I OF 2 PICTORIAL VIEW RAMPS FOR LINEAR PEDESTRIAN TRAFFIC GENERAL NOTES f-1 ~~ E- I. Curb out rutIf)$ ore to be oonstructed on 011 aJrbed foellltles, but only at those IDCtItlons where 0 lIttried OI'O$$WQlk od}olflS 0 sldewallct ",. OI'O$$WQlk ond sIdewalk eoch OlIn be eIther existing to remaIn or n_ markIngs ond oonstruotlon. 2. /btrIS IDCtItlons ore to be coordlnoted wIth ond In oonfonnanoe with OI'O$$WQlk mtrilng detolls os shDwn In the pions. J. If 0 curb ,.", Is lDCtIted where pedestrIans IIIJSt wolle QfJfOSS the ,."" then " shall htNe flared sides, ",. IIttIXI".., slope of ",. flare shall be 1& I. See sheet I of 2- CUrb I'fIIIIPS with re1urned curbs II/IIY be used where pedestrIans would not nontIDlly wolk tIDf'088 the ,.",. 4. Romps shall htNe 0 toaflle surfooe, textured to tI depth not eJ<<>>edlng 1-'" use of tI _ or roller ft1brlooted with an I.'ntlng surfoce of el~r r InUh 0.2S0 wIre clOth (plaIn wecwe, ODfWentlOlltlI arl., Ii -6 exponded ...tol (sIrJndarrI) or J Ib. exp<<tded ...tol (JrtItlng. 5. RoIttp6 to be oonstructed at till IDCtItlons shtJwfI In ",. p/oflS even when sidewalk Is not oonstruoted concurrently. 6. RtIItf)S to be ptlld for os follows, Drop curb to be ptlld for UMler the oontroct unIt price for the parent aJrb, Ie, Cone. Curb (Type_), LE. or Cone. Curb ond Gutter (Type _), LE. (On exIstIng foeTl",es remowl of curb or aJrb ond gutter to be Included In the cost of curb or curb ond gutter.). RoIIp to be ptlld for under the oontroct unIt price for COIIfJrete Sidewalk (_), sr. (On eXistIng foelmles remowl of sidewalk to be Included In the cost of oonarete sldewallc.J. RoIIp curbs Dre to be Included In the cost for rtJIIfJ$I fXIY qutIIItlty shtIlI be sidewalk oreo only. RAMP WITH INTEGRAL CAST CURB f-- Natet A portIon of one or both IT1II()8 may extend outsIde the return. r1/~~ 1::-- VarIes I __ Ramp ~ ( II ) This Portion Of /btf> MIst FtlII WithIn Crosswalk LImits I RAMP WITH SEPARATELY CAST CURS RAMP CURB OPTIONS r 4 I ~ Not Less ThOll P} Ful HeIght Curb aetween Romps I ,-- 11- INTERMEDIA TE RAMPS <t- W G W .. .g 5' 0' 5.B' 6' 0' 6.B' 7' 0' 7.B' B' 0' B.B' 5' 2.0' 7.8' 5' 2.5' B.J' 5' J.O' B.B' 5' J.5' 9.J' 5' 4.0' 9.B' 5' 4.5' IO.J' 5' 5.0' IO.B' ~ Oltl{JOf/Ol RtIItf)S Only ~ -=::::::- ~ ~, >>~ ./ ~Q b~ ~~ All Rt1Itps Except ~'.IJ' S. ~ ~~ Oltl(JOlltJI Romps .c::::::;iT .. ,,~ a. ~ ~ "" ~'.~ ~ ~ ~ v ~:.: ., ~... ", Q _./ ~ ~'1lP,..L ~ ........." - . ,':'o:~ ~ ~Q~ PICTORIAL VIEW ~ 6 o SIdewalk Width Vorles I--- CUrb Type 0 Or Curb It Gutter .. Type F (0Jrb It Gutter Type F ShawnJ. J' I 1 I / Crosswolk (6' IIln.) PLAN VIEW / ~ DIAGONAL RAMPS . II 5.0'* 6.0''' 6.5'** 6.5'** 5.0' 4.B' 4.4' 4.r J.B' J.4' J.r 5.B' 6.B' 7.J' 7.J' 7.B' B.I' B.J' B.4' B.6' B.7' B.g -...../t- b-x-(o .K1? b-OIs1rJntJe from front edge of sIdewalk to bock ptllnt of 1& I slope. *Bcd of sIdewalk drop requIred for till sldeWOlk slopes. **Bcd of sIdewalk drop requIred for sidewalk slopes 0.04 ond port 0.02. f ~ 6' -0" Curb TfOfISltlon 0'" J' -0" Drop Curb, I" 6' -0" CUrb TfOfISltlon I Bcd Of Sldewal~ I I 'II SIdewalk (5' Std.) b I I 0.01 (1I1n.) 0.04 (1Iox.) 10.02 (Norm,) , I (TOP Of Curb Foce t tI UtTlIty StrIp ~ 0.02 (1IIn.) 6" 0.08 (1Iox.) 0.04 (Nonn.) Drop Curb (Curb It Gutter -......' f rl Type F Shown) "I.. 1 r I" r '- 1& I 1Iox. Gutter ../ 1 I .I "I <> Not less thon P} of full heIght curb t1tI}tICent to dltl(1fJntl1l ,.", ond within orDSSWtIlk II""ts iii CfO$$WtIlk widths ond oonfltpJtlon VtII')"I fNJSt oonfonn ito Traffic OUItJtt SttIndarrJI. SECTION AA I. x SECTION SS INTRABLOCK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE TO SIDEWALKS CURB CUT RAMPS - PHYSICALLY HANDICAPPED PER FDOT INDEX 304 N.T.S. SPEED LIMIT / f2" 25 MOUNT SIGN HERE r- -IT I I __I I 1 1__ "U"-CHANNEL POST -........ (2 LBS./FT.) ..... R2-1 24"x3Q" SPEED LIMIT SIGN oZ .' ~ ........., N.T.S. SLOPE TOP OF CONCRETE GROUND SURFACE -- " II rl, . : :" II ',[ 11. 1 - ~ '; rl rf ... ',lll.l,~.'" ~ "II..: 1.1 1.(,', f3" 4' L1ir .. ~, ' : ~ A' , I. 1 '-6" . I t , 0 PC CONCRETE 30. x 30. R1-1 (HIGH INTENSITY GRADE) STOP SIGN ~ ALL SIGNS SHALL COMPLY WITH U.S, DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED, MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, N.T.S. STANDARD SIGN BASE N,T,S, ~. ~ -~ 'V IPEDlJ ~:1 I A 24' , I BLACK LEGEND ON YElLOW BACKGROUND (W11A-2) (W11A-2P) [D)@ ~@1I 1 ( R5-1 ~[N]IJ~~ \.. "PEDESTRIAN CROSSING" SIGN DO NOT ENTER SIGN N.T.S. N.T.S. 12" - NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2, THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. ALL DIMENSIONS ARE TO <l OF STRIPE UNLESS OTHERWISE INDICATED .. Co .... - r: - ~ ~ ~ ..]- . I[ $ 250 FINE )]t> - I PARKING BY DISABLED PERMIT ONLY ~ I I!:! ~ w ::> ...J III I I ~ ,- I "IM''') I c~ ~ ~ -.r- \..... FTP-25 & R7-8A SIGNS (TYP.) SEE PLANS FOR LOCATION WHITE THERMOPLASTIC HANDICAP PAVEMENT SYMBOL PER F.D.O.T. INDEX NO. 17346 (TYP,) 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4, FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5, ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF FINE SIGN SHALL HAVE A MINIMUM OF 7'-0" CLEARANCE TO FINISH GRADE 12'(lYP.) 2.~" -<;> c&- SIGNS USED AS PER FLORIDA STATUTES FTP 25 PER FS 316.1955, FS 316.1956 AND THE CITY OF WINTER SPRING POLICE DEPARTMENT, [ ~ I NOTES: -.r- 6" WHITE TRAFFIC STRIPING 2'-0" O.C. -1 (TYP,) OR COLOR AS SPECIFIED BY LOCAL CODES (THERMO) NOTE: PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. NOTE: 1. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT, 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES AND WITH ALL ACCESSIBLE SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN, RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316,1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS-SLOPE. (TLO 11-26-96) 12-11-96 HANDICAPPED SIGN DETAIL N,T,S, \ THERMOPLASTIC PAINT ;5 0"_ - 'tTYP1CAL) I 1 \1 I \2.5'R*1 ~ NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF 7'-0" CLEARANCE TO FINISH GRADE -..j q ~ 6,5' LOCATE AT EDGE OF PARKING SPACE HANDICAP STALL STRIPING DETAILS ACCESSIBLE PARKING SYMBOL ~Jt#~ 010. D0R. WEAVER, P.E. 8867 7. /J~ I- N,T,S, NT,S, ~ .... r:: I i: ~ -e ~Ql ~ ~~'i- .... t:l. ~ 0- ~ ~: l! I:ll ~ I:ll ~fi'S E~~6~1:ll~~ 1:ll~~~.E;:o~ .~ ;: i e ~.... ~ ~ ;: ~ t:l = r~ bot::; ~""'Iiooo:!tI)"", ;:~~ IS I:ll~~ ~l~ ~!l II ~~ . aJi aU) J 1t1 a i en I- Z g -J ~ "It ~ O::NW <( ~ 0 ::J -J Z 0:: W al <9 W u. ~ co o "It o o N :Q) Q) ~ en ci Z .0 Qj ~ u: "0 Q) > o ~ a. a. <( e e e ~ ~ ~ 000 W W W ~ ~ ~ 000 en en en c: I- I- I- 0 Z Z Z .(j) W W W .S; ::E ::E ::E Q) ::E ::E ::E 0:: 000 () () () ~ ~ ~ I- I- I- () () () 0:: 0:: 0:: W W W a.. a.. a.. 000 W W W en en en > > > W W W 0:: 0:: 0:: eeejB 10 <'oJ <'oJ co ~ ~ ~ 0 "" <.0 "It <a~<a<a<a~ jB~~~~ co _ _ _ _ o <'oJ <'oJ <'oJ <'oJ ll"l .... ~ ~ s ~ 0::1 '" .~ ':5 :=t '< 'S- >- ~ ~ .0 "0 ... ~ ~ t t5 e u Q) a. .c: c.. 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I ::, I C"'\ Q.. ~~(b ~ ~ Q.. Q Q ~ - - ~ - - ...... I I ~ r\) ~ ~. -t:i. ... ~ "';:p ~ ~. ,,' "tJ (b (b ~. (b V) ~. (b " :;lJc--1 ~. ~'~ -, ~ c o (I) s:'" III Cl f) -. :T8 < (I) ~~~ s: :J ~! ~Q f) 0 :TO < (I) - ':. . ~ ~ ~~~ -g ~.... Q ~ ~.g....... . ,;:. 5' ..... ~ ~ )c.C) R> :lj ~. ~R' ~ fl1 ~ ~~C) e '*-~ ).c · ~ ~ 7lM ~ ~ ~ ~ .-....-,- (") q ; C) ':. :j ~ :j I ~ ~ ~ ~ ,p~ - ~ ~ .. "i ~I ~~ z ~ o o c ;0 OJ )> 1JZ me "'0 ."c C;:rJ om -IQo - ZG) Cc m-l ><-1 wm oiJ 00 m ~ - . C/) ~~ ~~ a \)<: 2'- 1/;/ ... 14 Spaces (12;/ 15 Bars (1 i. Bond ~ ~ .., ~ f ::) ~ ~ ct ~ CJ) C) C) 8: ~ ~ ~ c:J ::0 J> -- <: J> (jJ rr, lr) :ti c:: C) ~ ::0 rr, -- <: ~ ::0 -J 8 ~Eg );:)> ~<: <::" '-I~ d~ -,,~ ~~l OJ" r- 1: fl1 '-I I~ "1J~ :b-rr, ~)> ~ () -:0 <:: c:::: ~ '-lEg Bor1d ./ ~ ~~ ~.g ~ct ~~ ~i ~'g ~~ 5- it i:;t ~ ..... [ a 5- I ; i 'S is: ~ .., ~ .., ~ ;t ~ (') ~~ ()~ ~:b- ())CJ :j )>~ ~t.- Ci)Q c::<: '-1'-1 ~'- ::0<:: 8 ~ e:j. 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Om 0-1 -4-1 _0 Z1l COO m-l ><-< 1\)1J ~m ~CJ1 Qo 0) REVISED PER CITY COMMENTS DATED 5/4/04 REVISED PER CITY COMMENTS DATED 3/4/04 ReViSion b. <: () :::r: a :0 \:) Ii] ;; -- r- fld :::O"b 1:>s ~ill Ii]~ ~ ~ ~ C) ~ ~ ~ ~ ~ o ~ ~ ~ rr, -i ~ V) ~ o ~ a5 ~ ~ ~ ~ ~ -i ~ ~ :i ~ )i. -i ~ ~ ~ ~ IL ~ i QJ] [ _ -:.-:Jll_ --1- _ -u- _ 1 ~ ~ )( ~ c.t-- ~~)( " ~~ If d'" ;J-l ~ ~~ r--.. ()) )( ~ "*' ).c \{!~ \ r 1-___ \ ~ \ ,. ~ / / / / / / / / / / of \?l ~ o ;j ~ s ~J~ =n= -rf 8 ~r ~ r /' -9" ~ ~ .- I ~ C) ? ?- 0' ct ? ? ~ ~ ~ ~ ~ ~ "I" J f1 ~ .' C) . . 0- ? ~ ~ ~ ~ ~ ~ ~ cs . ~ '*- d "1) ~ ~ :!j ~ ;j !E ~ ::0 ~ rt1 rl1 8 ~ rr- It:/ I I I 1..-- ~ ~ )( ~ ~ ~~ V) -.., hl hl r- () C) ~ :0 ~ (>~ ~? RVI r~ t1 ~ ) \ ~ " -" ':. ~ ':. ~ C) ~ ~ ~ ~rtl ~~ ~I ~[ )~ ~bV)6S- ~~.~ ~.~ ~~tJJ...[ (') -. C) ~. Q' ~8~~..... ....-C)Q.C) ct(')B [b ~ ()::) =e 0- ~~t::t~ ..,~:; R g ..... 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V) -.., -- :tJ C) <: () C) ~ :::0 ~ ~ ~:"" !'l Yi ~ ~ [\) :- ~ : ~~ ~ ~f;~~~g> ~R~ R"~ ~~ ~~ ~ .... ~~ 5' .....a~ Cl~~ _~8 ~.~ .::, ~~ C) _ .... ... C) ~ ~.... ~.... ::;, ~ ~ ~ 5' C) ~::;, :)S' G (t ~ () 5' if ~ r ~ Q~.... c: )( ~..... ..... C)~C) CQ Cl"'Q"'O..,C) 25. Cil ~ Cil ~ & y, 5'" "tl...... ~ :;.~. B a C) i:;t lQ 2. "' ~ ~ ~ ~ ~ 8 ~ ~ ~ e: ~~. ~ ~ a 'g ~ ~ 0 ~ tJ; ~ ~ ~ ~.8 a 8 ~ 5' ~ C) C) C) a .., "'t)Q g.t-) ~ C) ~ CJ) ,C) ~ a- 0 C) ~ ~ l~ ~ ~~ ~cti ~~~}!t ~~ ::~ ~ ~ ii~ ~ ft~ ~~j ~:: Q~ ~l!~ ~. . ~ C) ~ ~ (I).... () ~ - ~ ~ 0 ~ ~ g cg)( ~ ~ :;: ~ -,' Ct S '\) kr ~ ~ i ~ ~ a ~ f! C)Bo <:- ~ ~~ "c;2 ~ [t} ~ ~ g~ ~? ~ a ~. ~ I ~ ~::: ~~ ~ [ 2. ~ ~ .., g, ~ ....~ ~ s ~ ~. ~ ~ ..... .!'-o ~. ~ ~ ~. c: ~ ~ a ....0 9 ::;, g a: ,.... ~ (;) ~ ~ ~ _ .... c::t "'t) .g 2. ~ ~ s. Ci' ~~. ~ :::: . "" Q g. > C) ~ ~ ~.... ..... a ~ _ <:> ~ ~~ ~~ ~~~~:g~ ~~ ~~~: ~ ~ ~ ~ ~ ~ ~ ~~ ~. ~ ~ . ~ ~, ~ ~ i ~l ~~ ~~c) ~ ~'i~ ~ 8~ ~~ .., ~ ~ ~.., ... C) .A. ~ t: 8 C) '\) C) Jt o.Q. ~C) ClQ.~ ~ ~ a.., ~ a- ~ Q() C)::;, ~.... C) ~a- a- :;. :- ~ ::>> 2 ~.::;':t:: ~~ t: t:l ~ .~ ~ ~ ~ c: ~ ~ ~ ~ :) ...". S "< 5 ~ Cil Y.! ~ - .... 0"7'" C) . ~ g ~ 2.E C) ~ {i i:;t ~ tJJ~ () i:;t g~it-)"tl ~ (o~ ~ ~ ~ ~g ~~ ~~ t;. ~~ ~ ). ~ C)~ s:'- ~~ C) ~a- :)- (.I) ~~ ~Q~ ~5 ~!tQ. S ~ ~ ~i""'~"~ ~ ~ C) ~ ~ .... ::) Cb ~ ~ :) ~ C) ..... ). ~ s~ ~ ~ ~ ~ . C) ~ 5. · I't) .., ~ ~ ~ a- s-::) .... ~. ~ g a~ ~ ~ ~. S ~ ~: [ Q. ~t-) ~Q. Q~ ~ C):)- ..... Q ~5. :G~Q. .g ~~ g ~ - ~ (.I) ~. <1\ B ~ cs ~ ~ct g~ ~a ~ ~~ t:l ~ ~ 8- g.:::: f; a CJ) s- Ci' ..... W S? ~ CJ)' C) 1 [ ) ~~ ;j~ a5~ ~ ~ ~~ (;) a~~(>~ ~ ~ ~. ~ VI Pipe Sholl Not Be Constructed j ~ ~ ~ ~ R> ,Within These Llmlts. . ~ ~ ~ ~ ~ -L:J Box Slob Or Fillet 7/1 ~ ~~. .. ~ Plus Pipe WolI r -.;. ~ I () ~ ~ ~:.. ~ ? r-~~\ ~~ q ~~ ~!'S(;l S? ~ Q' C) 'P .., "'t) R' :::: (;l ~ ~ _ Vj ~ I... ~ ~~ . ~~ ~(I)'~ ~ ~ ~ 0- ~~ ct i~ ~ ~ ()) .~~~ ~ n '- ~o~~ ~ ~!h , IT if] 'vi- .., g · 0..... CS ~~ ~ .~ -- ;:0 ~ ~~~r ~ ft ts(/ II) ~ ~ s:~~ ~ C)~~ K ..,~ ~ ~ S ~ -91' ~ ooo(fQOoo 00000000 00000000 ~ 00000000 ~ f 00000000 1 ~ 00000000 ~ 00000000 oog~oo ~ C) ;j ~ ~ ~ iQ.. H ~~~ ~ -~ () () ~ ~ ~ ~ !'S !'S ~ :x: "" ~ :-t- ~. ~ . ~ ~ r- ~ ~1' ~ ~1' RH 1HHHH]I~ ~~r ~ ~i' SECTION HH L ~ ~F-I- () - o ~ q ~ " r "b i I Q, i ~. 1'_7" OIJ- I' rLto ~I ----, rtx) 1'-(/ ~ S? ~ ~~l (.I)~ ~[ ) i r- ~ ~ fu, 00000000 trl I :IE I ~ ()) ).c ~ "*' ).c -.. .. VI ~() J ~ ~"'t) ? .a ~Jt:::: f> .t. ~~. ~ () Bar)) ~ S?;lE~ ~ igR> ..,;:o~ ~~~ 2.8.:) ~ (.I)~~ ~::.s ~~~ ~~ ....~ {t-f l! ~ 2'-Cf ---r Vj . ==- - ~g~ -r11P- ~ C] I t ~~IIT.~~ l~ · ~ )1 .~ ~~IiT.~~ I; · ~ )1 .~~ ~ i.Ht (u.if~.~jiui) uuuuuuu uuuuu ~ - .u. uuuuu ( ftuuuuuft uu[EUU!) \"uuuu~ft~ uu,~ -lL. RECLAIMED WATER SEWER 'I I~ TO BE DETERMINED POTABLE WATER 'I I~ TO BE DETERMINED I ~ TO BE DETERMINED TYPICAL VALVE BOX COVER DnAILS EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON VALVE OR PIPE VALVE (TYPE AS SPECIFIED) SET TOP OF VALVE BOX TO FINISHED GRADE / I --I .. I ~ 18"x18"x4" CONCRETE ~ l ~R WITH 14 REBAR --, ADJUSTABLE .' VALVE BOX 36 (CAST IRON) ~~~~ANICAL JOINT YAlL VALVE ~ MIN. j",~ / 1I1iil J_ I 14 THHN SOLID COPPER TRACER WIRE ~ h - TYPICAL VALVE AND VALVE BOX DETAIL VALVE, VALVE BOX AND COVER NTS, 2112" HOSE NOZZLES ~ 6" STANDARD HYDRANT / WITH 5 1/4" OPENING ~' CAP CHAINS ....:! r1iiJ ONE PUMPER OUTLET NOZZEL 1iiF' ON STREET SIDE \ ~NROVIDE CONCRETE COLLAR 1: ;:; ~ ~ PAVED AND UNPAVED AREAS ,.,.. .--rc'.' ~ "i: 1ll"X1B"X4" CONCRETE COLLAR WITH 1114 REBAR m 3'-0" WIN COVER BREAKABLE BARREL COUPLING OR FLANGE l- I Cl Z W :ij I ~ ~ ... ~ t FINISHED GRADE CAST IRON BOX e~ 6" MECHANICAL JOINT GATE VALVE ~ DRAIN VALVE SHALL BE PLUG~ ~!;:; ~ 'L 111 I III \ m - I -- - - \ I ... LLOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 314. TIE RODS (MIN 2 PER CONNECTION PIECE) - o 6" CONNECTING PIECE ~ NOTES: 1, THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW" 42 MEDALlON AMERICAN DARLING B84B, OR THE MUELLER A-423, 2, THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE 3, GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY N,T,S, 2" DOUBLE CHECK VALVE ASSY. \ 2" WATER METER -.0. ~ / II = - II -.-. I 1:1 l= 12" MINIMUM 2" GALVANIZED PIPE ........................... .............. ........................... ~<:~l~ "........................................"..................... I ................................ .........................................v...v............. ........................... .............. ...........1'............... r--- 2" CORP. \ \ \ ,JiL \ 14 THHN SOLID COPPER I \ TRACER WIRE I' " - 2" CORP. STOPS STOPS \ ~r II t:: I. - , II I CIA ~[)(ISTING WI ~ ~'N NEW WATER MAIN EXTENSION 1---- ~~IiF.~~ l~ · ~ )1 .~ TEMPORARY BYPASS NTS, 2.5" - 4" DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL.flft..... PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIP~ ~ ,,'" "'" '" '" '" '" ',," "" , '" '" ,~~ , " "et0 ;, POTABLE WATER MAIN POTABLE WATER MAIN ~ ~,Z" , ".,~,/..,/,~,/""""""""""""""" , ,rI, ""'<(;:lj 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIP~ "'" _ III1Y. J1I'rJOll _ 1111... J1I'rJOll - 1111... J1I'r~ " ~ :' ,'/., /:,,,/," ,', ;' /,-:/ ;,///, ,', ,', '" / /f/,'l/ /':/,7;' '" , " '" , , ;~~ PClTAIU WATO _ PClTAIU WATO _ PClTAIU WATO -' ~ """" 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ~ A': _ III1Y. J1I'rJOll _ _... J1I'rJOll '\. " - 1111'" J1I'rJOll r-Z' ,~, ~ f;"~a' , , , " PClTAIU WATO _ PClTAIU WATO _ '\.' , PClTAIU WATO _ PClTAIU WATO _ , , PClTAIU WATO _ PClTAIU WATO _ 4~4~}?~<<~~~~~v~~~~~[~~J;~r ~(~'C<:a~...~~~.roo:..;t;.t'!f~~~~~~~~~ CAUTION BUIRED WATER LINE BELOW CAl1T~N BUIRED WATER LINE BELOW' .~,::.'..,.,,:.-O<-:',..',.~ .,_..,r~, < '............. <.'~ ,,::..-~::, .,.. ,.,-~"", .,....., ......,.,'...~ ."".!II!. ~r-l ",. 'I ' . ~~' ~- . ~~ ~...,~.JtI,,";(._..:.+J.:;;;:&;""...l;.......r....~.....SI...~~ ..~__~."-"'" .. ......... ...o-:-~:",,,,,,...,.,,,';.,.,~,"'''' .....: NOTE: ~~IIT~~ l' · ~ )t .~ Standard Non-Detectable Warning Tape Water Line Tape Is 3" Wide and Blue With Black lettering Sewer Line Tape II 3" WIde and Green With Black Lettering Force Main Tape II 3" Wide and Brown With Black Lettering PIPE IDENTIFICATION AND WARNING TAPE N,T,S, MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS PROPOSED UllL1TY POTABLE WATER RECLAIMED WATER. SANITARY SEWER FORCE MAIN SANITARY SEWER GRAVITY MAIN STORM SEWER VERTICAL HORIZONTAL VERTICAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL HORIZONTAL VERTICAL HORIZONTAL POTABLE WATER 3' 12" RECLAIMED WATER 3' 12" SANITARY SEWER FORCE MAIN 6' 12" 3' 12" SANITARY SEWER GRAVITY MAIN 6" ABOVE 12" BELOW 3' 12" 6' .* 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F,D,E.P. RULES PER THE FLORIDA ADMINISTRATION CODE (F AC.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. .2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FAC. 62-610, OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3, ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, "*4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SEWER. 5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN JOINTS MUST BE: A. AT LEAST 3' FROM ALL JOINTS IN VACUUM SANITARY SEWERS, B, AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF RECLAIMED WATER. 6' 12" 6' .. 6" ABOVE 12" BELOW 3' 6" 3' 12" 3' 12" 6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED TOUCHING ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. 7. ACCEPTABLE VARIANCES: A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE AND/OR WHERE A WATER MAIN CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN JOINTS: 1. USE OF PRESSURE RATED PIPE CONFORMING TO AWoNA STANDARDS, FOR A GRAVITY OR VACUUM TYPE PIPE LINE. 2. USE OF WELDED. FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPE, 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE. B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON- TALLY FROM ANOTHER PIPE LINE AND/OR WHERE A WATER MAIN IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL SEPARATION: 1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25" THICK D,I.P.), OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR THE WATER MAIN AND THE OTHER PIPELINE IF THE OTHER PIPE LINE CONVEYS WASTEWATER OR RECLAIMED WATER. FDEP MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS W.L DOAIL ___ If lIT f@ .~~ ~"'\iiiii~ I~ · ~ )1 .~~ TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH ~ANHOLE WALL PRECAST - *r~':NHOLE ~ WALL MANHOLE v pvc 6 OR INVERT DIP I ~~'n . . .... ...... {::.,.,',..,. ,...':r~...,'., ..... . . . po. . . . . . . . . . . / .~. '. .~: ..;,~ ". -:.'.; .. '.~ ~~. .:0';..' . ... :IIUN MANHOLE WALL rTEE 1/2 PIPE 011. - ~:;.I BRICK Ie ----, ';.'J ....J...7I -. MOTOR DAM t :.'. .;;1,--~ l.I_~ .'. r--I..&'. INLET CONNECTlON~ ..:. 4.. .. ".', . AS REQUIRED ":..' ~.....:. .:::. ..... .'.~. MANHOLE INVERT -,!,~:'t: 2'- *~.. '. '. '. ....:~ :-;-:: ~'t . ,- .t'.~..\\J.':'-'--\';.~... .~..':..~'...~~~.I. .'.:. .... ;.......~ '.' :t?',.,. .~-:.....-;...' I INFLUENT SEWER CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE 90. BEND SHELF TO BE INTEGRAL WITH PRE-CAST BASE DROP CONNECTION NOTES: 1. PENETRATION TO EXISTING , MANHOLES SHALL BE CORE BORED 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL PRECAST MANHOLE WALL '\~ r- STAINLESS STEEL BOUND~ !~:: FILL WITH GROUT K STAINLESS STELL PIPE CLAMP }-- PVC OR n DIP MANHOLE INVERT ..,..'...,' .......' .... ..,.,7;01 :RESILIENT . ;;.:.', '.': ...~". i. ,'.,:," ~,:,' CONNECTOR .,'-.,.... .~..:.. .;. ~:... ~:.;. ~~~...~.. TYPICAL CONNECTION TYPICAL MANHOLE CONNECTIONS NTS, [ IT z 2 POTABLE WATER WAIN t. j,,~ t RECLAIWED WATER MAIN -t % 2 in -L - .... 1. . % ..,- ,2 - SEWER (GRAVITY OR FORCE MAIN) ..... A MINIMUM HORIZONTAL SEPARATION OF 5' (CENTER TO CENTER) OR 3' (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWER COLLECTION LINES. [ IT z 2 POTABLE WATER MAIN b [ SEWER (GRAVITY OR FORCE WAIN) 11 A MINIMUM HORIZONTAL SEPARATION OF 10' (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN SEWER COLLECTION LINES AND POTABLE WATER WAINS. W.S. Detail 6-9-00 MINUMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES NTS, METER BOX TO BE SUPPLIED BY CITY ~TER MAIN rc /' ~'_SINGLE WIRE SERVICE LINE -.... SPLICE - - " ~ 1" CORPORATION ,- STOP 14 GAUGE ____ -- 1 '-0" THNN WIRE 1AIN /" ,J) . I r--- R.O.W. OR BACK OF SIDEWALK NOTES: 1, METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 2, METER PURCHASED FROM AND INSTALLED BY THE CITY OF WINTER SPRINGS ~IIT.~ If~1 ~ ~ MAINTAIN l' MIN DEPTH OF COVER SIDEWALK ~ - METER BOX TO BE . ~:.. ~"c,~ .ow. .. FJ a 1" SINGLE ... / SERVICE LINE ~ ~ ~ :--~ CORPO.R'~ATION~ v~ ' STOP ~ 1" CURB STOP /- ~ FORD COM PRESION BY FEMALE ~ H 45' WITH LOCKING WING ~ WA~ ~ EDGE OF PAVEMENT ~'C"R" '. ~ - ---,,'. ,~";I ~ ---,.:.:..'..,,,,;.-., ..,.- PROFILE POTABLE WATER SINGLE SERVICE CONNECTION N,T,S, ~~ -.....~ ~ ~ NOTES: ~ 1. ARTERIAL ROADWAYS- ~ Iii USF RING AND COVER SERIES 170-BJ. HEAVY DUTY LOAD RATING. COVER __ SA R ...... WEIGHT 217'. TOTAL WEIGHT 372'. -.011 NIlA Y " .... _I 2. RESIDENTIAL ROADWAYS- USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER ~, ~/ WEIGHT 150'. TOTAL WEIGHT 305'. ~ ~ RAISEO 1 1/2" LETTERS ~ FLUSH WITH TOP or COVER LABELED SANITARY OR STORW AS APPUCABLE ~ 1/4" MANHOLE COVER TYPE BJ ~~=f MANHOLE COVER TYPE J 1/4" I 62 1/4- r//~ ~ J. -I /(fJ I "4 1/2" 30 1/". ,- ~IIT.~ If~l ~ USF 170 MANHOLE RING MANHOLE FRAME & COVER N,T,S, "DOWNSTREAM" LOT LINE gQ ~ AS REQUIRED ~ % 2 2 in j" _0-... -- (0}] I .(// ~ .y" BRANCH WITH SPU~ 30' CURVE-"~.j~yl I ~~ ')ff 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN -./ I- SIZEV~~ ~IT ~ ~ Clean Out Is to ,'- l3' MIN. be placed at GROUND LEVEL ground level after TV Inlpectlon &: acceptance by the L-) utility department. 1'-- 6" MINIMUM ~ ~ JJ NOTE: SERVICE CONNECTION DETAILS SHOWN IS rOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE SEWER MAIN SIZE VARIES PROFILE ~"'IIT.~~ (; · ~ )t .~~ SEWER LATERAL DETAIL NTS, W.S. Detail 6-9-00 TRACING WIRE GENERAL NOTES: 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS. ~~.. ....1 I:...~. I, '-l- ~. -...1 I II~ COILED TRACING WIRE (TYPICAL) 2. SYSTEMS-TRACING WIRE SHALL ALLOW TRACABILlTY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- IFIED PVC VALVE BOX AT THE END OF THE RUN. ~ , ~~ ~ I ~ \ I \ \ \ \ " TAPE I I /-'1 / ....- - I-- H . \ I ~ ~ ~ \ .. THHN SOLI. COPPER TRACING WIRE CONNECTION NTS, ~"'IIT.~~ l' · ~ )1 .~~ ~TAPE / ~ ~.:IL or a--.-- o IDJR. WEAVER, P.E, 8867/ ~ '/rhl- ~ .... ~ i E:1 ~ ~oi ~ ~~'i' .... '=S. ~ 01 ~ ~ 1Il~~ ~ ;:~~5i .0 ~ ~;;.s EE~~~~~~ ~;:IIl~.s;:Oij .~ ;: 1 e ~.... ~ ~ ;: ~ '=S ::t r~ b() j:2 ;l j;&,;!""4Ioo;j{J)"" ;:N:8 II~ ~j~ !!tii ~ 11 II a IQ, . atll ! I)]S! C5 o N ~ ~ ...r w a:: NO <( ..- ...J ::> ...J ~ ex: ::> co w LL ci Q) Z .. - .0 _Q) ro 0 O-,U: Cf) ~ Z Qj (ij (J Cf) ...r o o N @ '"0 Q) > o '- c.. c.. <( C5 C5 - - ~ ~ LO ('I') o 0 w w ~ ~ o 0 Cf) Cf) c: ~ ~ 0 z z 'en W W 'S; ~ ~ Q) ~~a:: o 0 () () ~ ~ () () ex: a:: W W a.. a.. o 0 W W Cf) Cf) > > W W a:: a:: C5 C5 Ql - - - N N (t ~ ~ CJ <0 ...r <a<a<a<a<a~ jB C5 C5 C5 C5 ro _ _ _ _ ONNNNltl .... ~ ~ Cf) Cf) . ..g Q) . . ~ ~ oC. E ~ ~ . . ~ ro -0 -0 a:: a:: ~ ZOO 'i 1 ... ... c -. ~ ~ s-, "0 ~ ~ ~ '1 t5 e t, Q) c.. ~ c.. () <( 1-22-01 >- .0 '"0 >- Q) .0 ~~(J .~ ~ Q) '- <( 0 0 en -J - <( I- W C > I- - ..J - I- ::> en C) z ~ D- en ~ w I- Z - ~ u. o > I- - o () () w z o I- en ~ 0::: <C D.. I- <C en C) z - c z <C ...J W :J: I- <C C - 0::: o ...J LL .. en C) z - 0::: D.. en 0:: W I- Z - ~ o Z $a +'" Q) Q) .r:. en H . ~ . III .. ,: T.R/ICT Ei ~VALL AND LAi\iDEiCAer. 'i / 1.0T /6 I I I I 1 jnl~i-~ 3~.,:V ,~-..,::' Lor 7.' 1.0178 L:JT ?~) u : I 1 10' ',1,...:li.i f, 1 "\j~r1' .~ - ((),h,'.E) ,3:J~;~", r\; LOT -1;g I I I / 1 I V ,~~:-~~~,:~~~~\-n_ n .....-- :- . \ ~~ ~ ","~8 .~~/ "'--....... ....... 8 \__~, ':6' ~\ \ \i\\ - . 87 ~_OT 1aa 85 r.OT r~J/ "~ t'Z?'" J'~ ~# , ,~II" __ '/"'-" ,,-- --- .- LC,,\T 1~16 Lur 1D.J 83\ 1/ 82 \_ ,,7 . 1f\"1 1 \ 1 79 u 81 n n 80 56 57 55 -j- 811 LlJ I (j g:; (j :>.. OS ~ ~ ~ 1/ - - L.i'11 C' ~ d 54 II ~ ~v '," t r ,... ... - - 53 ...- .' ..u? ,... : i L- i ___ i II rt -[ I[ I -'11 I 52 46 \ u "".--- 51" " 1 ' -- .-. 1- .- . I \~ 47 J.()T lfiO 50 n r LOT )'8'.1 [ I [ J""" ......,."'~--."".,, "n, 1 I 24 /25 ,/ -- --, ~i LO r ;r;'5 I: I I,) I II' li-' , I ~; ~ '\ ~ ~ ; L~ '" I~r ~ ~a: 1'0 r..;,'" ;;(;;;~:iJ J~'"IHC -,,\ J l3--x---- \ '" .L_~ --- ...~<'\ t---~ _.. ..~_~... 1..,- '"-"'~ L\')- \, "'- \ " _~>----_~II"[~/l~O) 1\ ~~~.~~~'S ~/ ~- .. r :::::~/ y \.X '~: "".O:~...:.,__ iOT 11111' c:J 1-1 1 23 22 u ", ~. PARKSTONE UNIT 1 (PB 56, PGS 17-21) RECORDED 8119/1999 ZONED:PUD LAND USE: LOW DEIS'TV RESIDENTIAL u.-rrti+ L n J l u' 82 I I ~ II'''' .' L'4'Sr::"E b"r3 7bo,ISTINGMASONRY ,ALL~ \10,) ,) ::1 O. _t - 7 - - - - - .. .. ... lu -- ., e'h ~- - n - n-~r~" "II,' n- -<:~n \ .,;i' ,,__ .:: Sf!v[!'{: In F/ /' 90 .,..... .,.., 91 92 93 94 95 96( " _~I POP. fORM SEVI R ( URB IN ET P PTEC 1m (TY .) - I- - - - ~1''''' ~"" .... - CRUZ l ~ Y rJlFc ~LE 76 75 74 73 72 71 \D i , '. \, ':.. I -. u LJ LJ LJ LJ LJ n n n n n n 58 59( 60 61 62 63 64 T - . ~ ... 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FULL or Ii'//,; Ti-J~' TOP OF ',Al"TEr.,,?;'.,;;; BonD/vi ;,If ::; If. lie IURE=20 2'::. \' .?6"-1? .' ,"/ Lt:~ ./i68 j/\jl (:'(.)l'lJ(;- l/lf~':lL t\ " , ,',', u Q a:: ~ lJ.J :5 ~~ IJJ. :zo oCX) ~ ~ a:: ~ t,,) - :,( ..-. t'J h'I';'," ' "I/lJ '.:'- t ,'~, "..:n~ ;':.: I '\,; <1 "I \ t ~ " I' ., ,I i , I ,:CURB .' , PIPE) '. ,;_:P,PE; i '.:'(",1 " le} ':..' '" ~ i=:: ';'> GJ 9 " :0 lw ll: ':.~ ~~ i~ :_~ i-j. (,~ ~~ hJ 6 --" lei ~ s: :i . !l' :!'F'::'5,Q . j, '. ,-: ~,D(24<rRCP) ">':i 10 /"{U'-") .. .::: ,'2{18wF1CP) -:':" 1?(18~IR:~~Pj ; g Iii ~,'J 'II ':L: ~ CJ C' III ...... ~~ .(' F.1;eE) CONTROLS EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES, THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT NOTED THAT THE MEASURES IDENTIFIED ON SHOULD BE THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FOOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFIC APPLlCATION,IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY TO THE APPLICABLE JURISDICTIONAL AUTHORITIES. A. EROSION AND SEDIMENT CONTROLS GENERAL EROSION CONTROL -- A, CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROL BMPS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY, B. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. C. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, CLEARED SITE DEVELOPMENT AREAS WHICH WILL REMAIN AT ROUGH GRADE FOR 14 DAYS OR MORE SHOULD BE STABILIZED IMMEDIATELY BY COVERING WITH ADEQUATE AMOUNTS OF HAY, OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO STABILIZE THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVE BMP, D. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. E. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. F. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. PROTECTION OF SURFACE WATERS A. WHERE PRACTICAL. STORMWATER SHALL BE CONVEYED BY SWALES, SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS, B. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: i. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. ii. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION, iii. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE STABILIZATION HAS BEEN ESTABLISHED C. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE, CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA. INC. @ 1-800-432-4770 FOR LOCATION OF PARTICIPATING UTILITIES. AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. CONTROL OF WIND EROSION A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST, IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED, IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B, AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED, THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES, IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT. THE MINIMUM HEIGHT SHALL BE 4 FEET. IN ADDITION TO THOSE RESPONSIBILITIES OUTLINED WITHIN THE CONSTRUCTION PLANS AND DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURES: A. PROJECT SCHEDULE WITH EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE TIED TO SPECIFIC DATES OR CONSTRUCTION ACTIVITIES, B. ALTERATIONS TO THE DESIGN EROSION AND SEDIMENT CONTROLS DUE TO DIFFERENCES BETWEEN THE DESIGN PLANS AND ANTICIPATED CONSTRUCTION PHASING AND THE CONTRACTOR'S CONSTRUCTION METHODS. C. NAME AND PHONE NUMBER OF CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS, D. THE CONTRACTOR WILL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY EROSION CONTROL THE CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT EROSION CONTROLS. E, THE DEVELOPMENT OF THE APPLICABLE BMP'S TO ENSURE THE CONTROL OF OFF-SITE TRACKING /SPILLAGE, SANITARY WASTE, FERTILIZERS & PESTICIDES, SOLID WASTE DISPOSAL, AND NON-STORMWATER DISCHARGES & HAZARDOUS WASTE. WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY HAVING JURISDICTION. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER. B, STORM WATER MANAGEMENT THE STORM WATER RUNOFF FROM THE PROJECT AREA WILL BE COLLECTED IN A SYSTEM OF INLETS, FLUMES AND CONVEYED TO A DRY STORM WATER RETENTION POND FOR TREATMENT PRIOR TO DISCHARGING OFF-SITE. C. APPROVED STATE AND LOCAL PLANS OR PERMITS THE FOLLOWING PERMITS HAVE BEEN ISSUED FOR THE CONSTRUCTION OF THE STORM WATER FACILITIES FOR THIS PROJECT. SJRWMD PERMIT # MAINTENANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PREVENTION CONTROLS, DAILY REVIEW SHALL BE MADE BY THE CONTRACTOR TO DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS OF EROSION, SEDIMENTATION, TURBIDITY. AND POLLUTION CONTROL MEASURES. CORRECTIVE ACTION SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR WILL COMPLETE A REPORT DETAILING MEASURES THAT ARE NOT ACHIEVING PERMIT COMPLIANCE AND THE CORRECTIVE ACTION THAT IS TAKEN, UNLESS OTHERWISE SPECIFIED, ACCUMULATED SEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OF THE CONTROL DEVICE. INSPECTION THE CONTRACTOR IS REQUIRED TO INSPECT AND MAINTAIN CONTROLS WEEKLY AND WITHIN 24 HOURS AFTER A RAINSTORM IN EXCESS OF 0,25 INCHES, THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND CONTRACTOR AND MAINTAINED FOR FUTURE REFERENCE AS NEEDED, THE INSPECTOR MUST BE A QUALIFIED EROSION AND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. REFERENCES THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR THE PARKSTONE TOWNHOMES CPH JOB # L 1214 AS PREPARED BY CPH ENG INEERS, INC, ON FEBRUARY, 2004 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT (NOI) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT" (EPA FORM 4510-9 OR LATEST VERSION) TO EPA AND "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM 62-621,300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESSES: A. STORM WATER NOTICE OF INTENT (4203M) USEPA 1200 PENNSYLVANIA AVENUE NW WASHINGTON, D.C, 20460 B. NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-2400 PROPOSED LEGEND ~ PROPOSED FLOW DIRECTION , C c PROPOSED TYPE III SILT FENCE, SEE EROSION AND SEDIMENTATION CONTROL PLAN. -0 o PROPOSED TURBIDITY BARRIER PER FDOT INDEX NO. 103 ~ ~ r-",", '-~ PROPOSED STORM SEWER CURB INLET PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER INLET PROTECTION , / PROPOSED STORM SEWER CURB INLET PROTECTION - ...- /J;/L#~ DAVID R. 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L- a> a. .s:::. a. U <( a> Z ~ ~ ~ J: zo:::o::: z ..., zoo ~ '0 >- a> .0 ~.~ ~ 1:5 m ~ <( 0 0 z <C ..J D.. ..J o D:: t- Z o o z o - en o D:: w w z o ~ en ~ ~ c( D.uj ~C) c(z en- C)~ ZD. _en C~ Zw C(~ ..JZ ~~ ~ 49 ,15 ~ ,r' ~ 1,le;~ \ 1/ (' .-/Ji .,^,-,. " ~'-._/ ~~"~~A~. -- ~~--'2"___-- .-7 .. ~~R ~ M ~ t.: ~ - _N ~ -- //1 ,.. I 'T ..... IXI-r M- MAlL KlOi IK. r CABANA I I 1f , ..... I LJ / ur~!LJa,LJ, U :LJ U L--,I- ,-Ir;.T..~ _---_'__~-~_~~ ~ --.... ~ -=--~-._ (;:,~,;-- I-D- -'.""- -~ ---~~--;;~T....~F-~-.slc,"J J - - ..... .......... I 883"54 '55"i;VS05, 62' - - J -/~R;.STORMSEWER.J ",1: PROP. SIL TFENCE ~,/ INLET PROTECTION (TYP.) ."~..., c( C - ~ o ..J LL o Z .... Q) Q) .c CJ) ;: 1, SET THE STAKES 2, EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES -- - FLOW FLOW ~ifd ~ FLO ~ FLOW r- DEPTH BELOW TOP OF INLET: \ MIN. 1'-MAX. 2' ~'~' ~ - \ . ~ ' .'. ~ ' , I ~ _ L.--- ' "..............., . ", , . . /.~ ~ ' ,....,' ,:'.. :\ ' " ' J. ", , ;'~'i~"'i ~lI"III".:ill''':1I ~II:}"\ ~,,:,,:l':"'J/''+',':,;' , .~ "',,. / I> 1111111 '.. \ 'x.:: '.'..' .1.. '~' ,:..~_, ..~-.-,--: -: ..:~' U U U <'~<. .'~.' ,~': .- .. ~"~;J" ~ .... . :. .:;,... :~ :~. WEEP HOLES " ~LARGER PARTICLES :,:. FOR DEWATERING ":' SETTLE OUT ~~}.." '~'~ ~". '~:;. ',:. .'t, /, ~I. ..... ~~ OMIN INLET -4i~,. _. _:.. > ~ .,~.~;"~r~ ~ >EXCAVATED ~ AREA '" A 10' Mil" ~,C'C WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, / MAX. 6" MESH SPACING) ~O'M J\X. C-C m_~'MAX' -- JIl>- ,.-- --;:: ~ /') /---" ;--:: ~~ ~g ~~~ /~ -'l://,lY SEDIMENT-lADEN RUNOFF AS REQ'D, - .----- ,..- ~ ----= ~ ~ --= ) ,/ ;-- ---: / , )/ ~ ;:?~~ _11,0'1: -I Jo.,. ORIGINAL GROUND ELEVATION U' l 67 CU. YD./ACRE 2:1 ~ ~2:1 H ~~ }.. LRIPRAP LJ FILTER FABRIC ORIGINAL GROUND ELEVATION \67 CU, YD.lACRE 14' / (EXCAVATED) ~ 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH, -- - 4. BACKFILL AND COMPACT THE EXCAVATED SOIL GRAVEL"" COMPACTED BACKFILL f~pI-----r--J / ~I----- --r-:- 1---_ 1---1---_ ~ --I--- -I--- --- -- '"'-I--- _ -- t--- _ _ I- -I--- __ _ 1-1-1--1--- -- r--- __ r-- -- r-- ;;:;':-t-t-I-- _ - - r-- _ - -t-t- I-- _ - t-- 1---1--- r-- 1--1- --I--- ~otl ~ ' /J J..... t--- r--- t-- _ t--- rJ 'H 7Ir r-- t-- r--I--- ~~' 0 / ~ k "tt '/;. 1J7J - - r---I--- ': -- r- ~ 1J 'fJ .J (~ 1/// j ~>:--. --r-- lJ In 'Ih f)]1J.' ~ ~ b · m J][[ .. ilTf ~ f\..O~ -..... ........~~ ~ ..~m ;-- ---: . ?~ /.......-:: VI' ';' SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) SECTION A-A ~ I 54" MIN, FENCE POSTS, ",- DRIVEN MIN, 12" INTO <> GROUND, '-MAX, SLOPE 2:1 :....- /......:;; "" GRAVEL SHALL BE 2"-3" CLEAN STONE ~~r-~ ~k~ '~/> ......:;; 4" 4' RIPRAP- ~ LENGTH (IN FEET) EQUAL I 6 X DRAINAGE AREA IN AC.) 4' ,/- STORM WATER WITH LARGE PARTICLES REMOVED ~ .::::::, ~ ~~.,,'- ?~@~ ~~,~8 - TER FABRIC ( ~~~ ( ~ ( I I ( ,/ ~ ~~~ ~ ~~ "~G~~ ~~ ~ -~~ ~~~~,,~ 1./ ~~~,~' ".,.-- ~ J _ FILTER FABRIC OVER WIRE FENCE 3'MAX D ~~ _~ _ ~ F),OW .B ftiii&: ~,. POINT 'A' SHALL BE ~- HIGHER THAN POINT 'B' " DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NOTE: INSTALL IN ACCORDANCE WITH SILT FENCE DETAIL, EXCEPT AS NOTED ABOVE. -YC ....... ")0.( ~ lCA;A~ H W 1:"5 2,0 2,0 2,0 2.5 2.5 3.0 2,5 3,5 3.0 4.0 3.0 4.5 4.0 5.0 4.5 DIVERSION DIKE ~o~ ~ ;~ ELEVATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE, OUTLET (PERSPECTIVE) .... ~ - ~ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER SEDIMENTATIONISIL T FENCE WITHOUT WIRE SUPPORT N,T,S, TEMPORARY SEDIMENT TRAP EXCAVATED INLET SEDIMENT TRAP q~ ~i POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING FILTER FABRIC: N,T,S, NTS, 1, MlRAFI140N 2. DUPONT TYPAR 3341 3, OR APPROVED EQUAL. ~ TEMPORARY SEDIMENT SUMP ~ EXTEND WIRE FENCE A~ MIN, OF 2" INTO TRENCH ,"" COMPACTED FINISH GRADE BACKFILL( J:-J. -.. FLOW ",,~"(\oUNDISTURBED GROUND DROP INLET WITH GRATE " FABRIC UNDER GRATE .-' / ~- ~ IV :v LAKE OR SWALE /""FRAME 5'MIN. I (TYP.) 1 . ...,....-2.. X 4,1 WOOD FRAME 15" ~~ '" r--........ ~ II ')-...... ~ MIN. I.............. ~~. ,-" ~ - ~ - I~ ~4 ~:t iV V_ GATHER EXCESS AT CORNERS \: BARE GROUND _\ ~HEET FLOW I SOD LIMITS j I / 'V EMBEDDED FILTER FABRIC MIN, 8" INTO GROUND --=:1;"- ~. . 1/ ~T,~~~ ~ ~ ~j~~'~ ~ "/ 3'MIN. 'V "'Y F~ rS" '" 1 -- - 2" x 2" STAKE IrW~ / CROSS-SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED, 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE, FABRIC~ DIRECTION OF RUNOFF WATERS - + + ~~}:,~ ~ ,- FABRIC EXTENDS l' MIN, .,~ ~':: V'" SILT FENCE INLET PROTECTION TEMPORARY SEDIMENT SUMP ATTACHING TWO SILT FENCES N.T.S. SEDIMENTATIONISIL T FENCE WI WIRE SUPPORT NTS, NTS, N,T,S, SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED) -fa- VINYL SHEATHED EAW STEEL CABLE (9800 LBS, BREAKING STRENGTH) \/\/ITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA. EQUIV,) (17 LBS. PER FT. BUOYANCY) ,_) 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) GENERAL NOTES CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6" DIA. EQUIV.) (12 LBS, PER FT. BUOYANCY) ~ .... POST (OPTIONS: 2" X 4" OR 2t MIN, DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) 6'MA)(, al 1 /' I I""" ~ 1/ L--- tpOL YPRO ROPE (600 LB. BREAKING STRENGTH) t GALVANIZED CHAIN - "'" I ..-- ~ (18 OZ, NYLON REINFORCED PVC FABRIC (300 PSI TEST) ') I ~ / STRESS PLATE A';iy:"~ TYPE -- T 1. FLOATING TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR FLOATING TURBIDITY BARRIER, LF. 2. STAKED TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED TURBIDITY BARRIER, LF. 17 I 0- 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS M ~ ::E a:: o in Ir-fa-GALVANIZED CHAIN :Z ~ ~ I lo _L..- TYPE - .. o }- / '7 rS 01==5' Std, (Single Panel For Depths 5' or Less). Oz==5' Std, (Additional Panel For Depths 5) > Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. STAKED TURBIDITY BARRIER NOTICE: COMPONENTS OF TYPES - AND - MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES - AND - SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS "\. ,A 1fl,A ~ \~\ '\ \\ ~~ SHORE UNE ~ <!f. ~L1MITS OF CONST. LIMITS OF CONST. ~ ~ SHORE LINE 7/ TURBI"TV \ ~ BARRlE~ LEGEND 'L it' ,,~ T it ,,-~~ k~(J /. -'if;- - ~1 ~ ....-{\-- PROPOSED TOE OF SLOPE ''''-f''./~Q, 1~ I ~ . ~8T~ ) I ~ ..311. ..~ II EXISTIN \ ~ I ~ ~ _ -::::;:;.-= -,1// CAUSEWA~~.:;:::;' ~.- - --~"C,-;o,::,,,,, . . . . ~ ~OO' \ ~ I . . I. . I 5, FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE STANDARD SPECIFICATIONS, . PILE LOCATIONS NOTES: 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. ~ DREDGE OR FILL AREA 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES, -DI MOORING BUOY W/ANCHOR ANCHOR BARRIER MOVEMENT DUE TO CURRENT ACTION ...ciS ~ 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. NOTE: -t TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUAUTY REQUIREMENTS, THE BARRIER TYPE(S) \/\/ILL BE AT THE CONTRACTORS OPTION UNLESS OTHER\/\/ISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHER\/\/ISE DIRECTED BY THE ENGINEER. 4, NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. <::> 4.k CURRENT -- r- STRUCTURE ALIGNMENT . .1. · T TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIER DETAILS PER FOOT INDEX NO. 103 N,T,S, ~ + N.T.S. FILTER FABRIC N '- CONCRETE BLOCKS ~ RUNOFF ~~~ I::mm .. FILTERED ~ o~o~ - WAT R UJ _ 00 00 ,.,'..-"'" Ul ~,,~~ , I :' INLET SEDIMENT FILTER ...J ,y~~ ':.' Jl+ SECTION FILTER FABRIC ... ~~o:;o:;o:;oooooooooooooooooooo~,- CONCRETE BLOCKS ~~~:O~D:O:O:O:o:ogo:ogogogogogog~~ 000 .~ .". ",J; ~ go 000 .' I. ......:: '" ". ~"'.::.. 0000 ggg ':.::~' .~. :~'~"~' ::..~ :::.:..~. .......:: ~<~ gggg :g: ~" . ~ :. :g:g ~~~ ~ ~ ~ ~~~~ :g: '" : ~1: :g:g :g: ~.' .~. .~':'~: :g:g :g: :g:g ~~~ ~, ~, ~~~~ gag ..., ' '-, I .~." .:~ gogo ogo " . 0000 o 0 .- . r:7' :'0 . '" "I: Or" '. 0000 ggg ~~ ~.~ ri.~: ~~~: ::. ~<. ~.:::~':.\~ ~..~;:: gg:i 000 ~ 0000 o:ooo:;~ 0:00000 l:~oOoOooooooooo:og~ oog~~go:ogog~ogogogo:o:o:o~o~ \.. SEDIMENT FILTER GRATED INLET 1, PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING, 2, HEIGHT OF BARRIER VARIES, USE STACKS OF 4-INCH, B-INCH, OR 12" BLOCKS, MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24" 3. PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS, 4. THE SEDIMENT FILTER SHALL BE ANY NON-ERODIBLE MATERIAL SUCH AS LOOSE PLAN IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS, (LESS THAN 5 %) 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. BLOCK AND AGGREGATE INLET SEDIMENT FILTER NTS, TEMPORARY EARTH BERMS DEWATERING PUMP * TEMPORARY EARTH BERMS RIP RAP IF DIRECTED BY ENGINEER (~ ~ c:::::::I C c:::::::I D~ [, -;;IU;~~';'ll~;;;_:JTIL...GC ~l! ill · lillf J Jl'V\ "T1 I~~'; Il / ?\'" .! ";g,, , H -il'li.. ~f11 .. H' li'lll .11111_ SILT FENCE" 1\ ) I ), * APPLICABLE IF NO ACCEPTABLE LAKE OR SUMP AREA IS AVAILABLE r/~A ....;lIli;;] ~""'":i, ;~,k,.i.~~::;d:~;'iifjltJj;~j]1"""~'""" "".L .1: / 1"..1\ _ ""'" T.;, 1ti" ':\'--111';.""" ~ , 20'-30' 300'(~IN.) VEGETA~ED AREA o ~ ~ ~ OR ,I j - TEMPORARY EARTH BERMS PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE '( 1</\ ....._._," "!'~~' ;;'.,":.' 'C': ';'::' .:..:: 'ilf''".''......,.1J (S'~~~~VE) V/ ~,.~ -,. , 'Jl.' i, ,I ,.,,,,,' Illil.;-mrl I "'~;i : :;kl",-_:;~.>-lc,~.;i.~i -;:t,,;....,,Jl,tLi,il.1'!:~:-"i,I.'I,,."' ".h-,."._.,,,,, '" -- r//~ (// ) ROTATE BOTH POST AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL l,' ,~ , ,- If.. "i,',~ " ':,.'11 ~,c ' "" .,.;: 300' (TYP) TiMPORARY RECHARGE RETENTION AREA DRIVE BOTH POST ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP TYPICAL DEWATERING DISCHARGE PLAN r--A r GRAVEL FILLED SANDBAGS ~\-=:1 ARE STACKED TIGHTLY ..- L----- ( ....... ~ ""BACKOFCURB I . -- CURB INLET "-~ U ~ ... '- ~ SPILLWA~ \,.. CATCH BASIN ......-........ )' " " / -~ L....- A PLAN VIEW PONDING HEIGHT........... ./BACK OF CURB ~E11 IIEII 11 1===11 p' ~~I re=rr~' ~~~~~ SPILLWAY f",' .. ;"':'-'r I :~~;~~$-i~i I I ~WJ lDrr DJY m, c- . .. I I. . 1 Ij;;;;; , ~ CURB INLET CATCH BASIN SECTION A-A NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF 2, SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY CURB INLET PROTECTION DETAIL N,T,S, ( ~~-- DAVID~R.~: AVER, P.E. 3 86! / 7. /r/IJJ... QQ ~ .... ~ ~ E ~ ~ l)()Ql .M ~~'i' .... '::t. ~ 01 -e ~ lh~i ~ 8"'~s! 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'7 38\ ~ BOTANICAL NAME COMMON NAME DESCRIPTION QUERCUS VIRGINIANA LIVE OAK SABAL PALMETTO CABBAGE PALM MAGNOLIA GRANDIFLORAILITTLE GEM'LITTLE GEM MAGNOLIA LIGUSTRUM JAPONICUM TREE LIGUSTRUM P1-40ENIX ROEBELENII PYGMY DATE PALM LAGERSTROEMIA INDICA CRAPE MYRTLE 2~211 MIN. DBI-I, 1,,1 MIN. 1-4T. 81 MIN. O.1-4'J UNLESS NOTED ON PLAN 2~211 MIN. DB1-4, 12' MIN. 1-4T. III AVG. CAL., 81 MIN. 1-4T., MULTI-STEM 15 GAL., 41 MIN. 1-4T., 3 STEMS III AVG. CAL'J 81 MIN. 1-4T'J MULTI-STEM PODOCARPUS MACROP1-4YLLUS IMAKII VIBURNUM SUSPENSUM R1-40DODENDRON IDUC DE ROI-4ANI ILEX CORNUTA 'NANA BURFORD' ANNUALS R1-4AP1-410LEPIS INDICA L1RIOPE IEVERGREEN GIANTI LIRIOPE MUSCARI 'VARIEGATAI NANDINA DOMESTICA IFIRE POv.4ER' JUNIPERUS CONFERTA ILEX VOMITORIA 3 GAL'J 3 GAL'J 3 GAL. J 3 GAL., 3,,11 1-4T. MIN'J 2411 O.C. 2411 1-4T MIN., 3011 O.C. 1211-1511 1-4T MIN'J 2411 O.C. 1,,11 1-4T MIN., 2411 O.C. PODOCARPUS SANDANK~A VIBURNUM AZALEA D~ARF BURFORD 1-40LL Y SEASONAL COLOR INDIAN 1-4A~T1-40RN EVERGREEN GIANT VARIEGATED LIRIOPE NANDINA BLUE PACIFIC JUNIPER D~ARF Y AUPON 1-40LL Y 3 GAL., 1211-1511 1-4T MIN., 2411 O.C. 1 GAL., FULLJ 1211 1-4T., "-8 PPP, 24" O.C. I GAL'J FULL, 1211 1-4T., "-8 ppPJ 24" O.C. 3 GAL'J FULLJ 2411 O.C. I GAL., FULL, 2411 O.C. 7 GAL'J 1811 1-4T. MATC1-4 1-4EI~T OF EXISTING 1-4EDGE, 2411 O.C. SOLID SOD, CONTRACTOR TO VERIFY QTY. SOD/SS BY STENOTAP1-4RUM SECUNDATUM CONTR. ST. AUGUSTINE GRASS NOTE: IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTIONJ CONTRACTOR MAY REPLACE SPECIFIED PLANTS ~IT1-4 PLANTS APPROVED BY LANDSCAPE ARC1-4ITECT AND CITY STAFF. ~~~/~ SITE TO BE 1001 IRRIGATED. /r MICHAEL J. URCHUK. RLA ALL PLANTS TO BE FLORIDA NO. I OR BETTER. SEE DETAILS AND NOTES eH-IEET (L-3). 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'1\ ..1 ,Ii!',V......,., ,...., ~J) ".... // .....,~................._."--,..,.' \ J \ _1 T -0",- -, --;\ - - -0-- I ~II I ~ ) \ -q/ \~I ,x--:) ,~~) '." ....J ! / '......".//: '..... "., '~, / 1 ~ ~ [7:"1'"'' ..,~.._,_.,,/ ..,..q :., I ~ -@r ...,'...................._"".,../.. ~ ~.' 1.<....._;1 I TYPICAL L~DSCAPING FOR A FOUR UN,I BUILDING BELIZE I CAPE VERDE I ~ -.,. ~ ..... ,..:.. DENMARK ..:... ... ...:' <::17 '\. .~ ~ ..1.'. ~l -+-ji ,... ..... -.& 1 ~ ~~ .:~.....,~, w:;~)) ~ '...............;".,/ '.........._.,...,,/ I SO~/SS I TOTAL GROUND COVER SI-IOWN FOR 7 BUILDINGS - S' PLANTS .' . :.>- '..,. "..' , I" \I \, >1\ \: ., I/,\"'X , [;0"\ ~I ~ ~~ )K." ~>l~~ Vl.' --0:Ay '(;i ''L_@n.- \ 1 \ ! ' i j j ! ' I y ,/ / ! .....-..."-., --..,...-..... I -..::::-- .."..., -i~-.-.. ! ~J/l , I ".,..J ! ....::....".,...."."r"''' n~._.. I I j ~l~ ~ [7:"1 ~~ ., .......... ,,,.,,,...r"/" ~.........., I:, I t:....,-.. : ~ ',.:':. :.::-.: "'"," .... .,' ,"'. ," .'. ....... ," I I TYlPlCAL LANDSCA!)!~G FOR A ~IVE UNIT BUILDlrG - AUSTRIA BELIZE BELIZE I i I REVERSED I I CAPE VERDE 1 ~i I f ,. .'r- '. ..... . ..' r I DENMARK , :f'X:. <::17 ['\......'1 :'.'.' 5..~ ;} ~) I, --../ r ~\~~lS> ~ ~'~'SO~/ss_m'/ ) I I I I TOTAL GROUND COVER SI-IOWN FOR 2 BUILDINGS - I' PLANTS .:'. .' . ... I . . : . ... I . , I. .' .:. \" ~)) ~." ~;,;;.;. 14\0) ~ / , - ,/ ............." . .. DENMAR '-......, - .;,,/ "'<.." /'/' ........"'.-...--.,,..; ...."......---.....,,"/ "7 ~ ',.... - ./ ',., - .,// -...................^'--.-"'.,/// .....................-...-.,.",. - 4 UNIT $ 5 UNIT BUILDINGS ~ ~~~~~ED LANDSCAPE PLAN F"7l m~ ~~I ''..,/'' ,......./,/ ~ \ ..1 r ~~- ,--, , J) j ,< .// .. .,..~ I....' ~ ~ ../ ...;.. ..,- DENMARK :' I... .. I' ,. .. :', L.... ..':, ~)(:F~". \ ' ~) "'^ ! /' ) ..", ,/~ ,/ ~........-.,..,.r'" ....~'......,,__............_."'..,"'''' , k.........._+_- ~) ~~,_.......,/// BUILDINGS ~~'" , i J) / ~./ ~ ( -~d]PJ ,~. ./ ........j.. ....../. I 4 UNIT BUILDINGS 5 UNIT BUILDINGS , UNIT BUILDINGS -,.- ..'.' ..'.:'. ...........':.,.:.. ~ r7l ~ r.. ,. . . "... '. . . ~ ." .. . .", .. .". :....,. , .:'.>.:,: AUSTRIA ~I ~'.'." I I BELIZE . . I...,,'..-y. "rYPICAl- LANDSCAPING FOR A SIX UNIT BUll-DING \ REVERSED I CAPE VERDE CAPE VERDE I BELIZE ...'.., .,....... I ..... , ...'. I · I \ ,I \ ~I:~,.,..,....' ~ --' 1\ 14\ r \ 1,\, I~l ~ __I I_'~ (J "\:)(. ; ....., ,/ ""':, // ...........-........,..-"....",;- .................................-#....",' 7 2 11 LIVE OAK CABBAGE PALM LITTLE GEM MAGNOLIA TREE LIGUSTRUM PYGMY DATE PALM CRAPE MYRTLE SI-IRUBS AND GROUNDCOVER o PM o VS eJAZ @ ICB ~RI ~ LEG lr ..r' ..r' ..r' ,..r',.rJ I CB ~ LVG V0'l://~ ND ~JC SOD/SS ~ ~~~~~,ED LANDSCAPE PLAN - 10 UNIT BUILDINGS ~.~ :2. ~l~. ~~~" ...... '. A-....-.: .. '..':..~! ~\..'..l.....' '\.. ~I .. ~/ ... ~ ~~'-. './"'" 14\ ~'l f:t ~'~~\~j I ~ otfisS'/ TOTAL GROUND COVER SI-IOWN FOR 11 BUILDINGS - 132 PLANTS ~\ ~ /7_~/f~~Xt) \~ ! ! I ~ f 1 I ~SO~~5'/ ~ PODOCARPUS SANDANKWA VIBURNUM AZALEA DWARF BURFORD I-IOLL Y INDIAN I-IAWTI-IORN EVERGREEN GIANT DWARF BURFORD I-IOLL Y VARIEGATED LIRIOPE NANDINA BLUE PACIFIC JUNIPER ST. AUGUSTINE GRASS I 1.1A~ L~ h P'~~ '-- 'MICHAEL. J. URCHUK, RLA .~ W!.667R ~ . L. l~ I ~ .... ~ z:! ~ ~E-z ~ ~Qi ~ ~~'i- ... .:!. ~ ~ "E .c; III ~~ < 5'" ~~ ~~~~:e:~~ ~ ~ Q ~S I:: 0 ij .~ I:: 1 e ~... ~ r...; =s: ~ =8 bo~i ~E~tI) :~~ .s:: 'i t-: ~Cl~ ~ :t ~ .~ a If _a~ 1t1 a i b g"'l:t "'l:t 0 'I"" 0- 1\ NNCJ) ~ m ~ ..J W U. o g Q) Z.. N ~ ~.o Q)~ CJ) 0 ~ u::~ "'0 ~ e c. ~ c: o "00 os; Q) 0:: .s tV o ~<EI~~~~ ~gQQQ ONNNN It) .... ~ ~ Q) ..J ..J :J :J I:: E 0 0 .., .., .1:1 tV ~ ~ :i:: :i:: ~ Z .2 o ..s ;:& ~ . . .. ~ >- .. >-:1 .o..~.os i~"'Oi!i z-c:c:~> t os; .2> ~ 0 e u ts ~e~8: <(000<( z :5 D.. W D.. <C o U) c z <C ..J w z<( Oc 1-- 0D:: ~O D::..J <(1.1- 0.. .. o ~~ 0- C)D:: zo.. _0 CD:: Zw <(I- ..JZ ~~ I- '. ,.- \ , ' \ , ,~.> "'" ,./'\'<I;-:~ , ~ cr.. ~\ ''\\ I,kt "\2/P~ \:;-1-; PLANT LEGEND SYM. COMMON NAME !\r\--IREES ~QV 10\ (Grsp ~MG n 0-' l-J ~PR GJ-LI . o Z ~ liliiii +J Q) Q) ..c C/) L.ANDSCAPE NOTES: I. The landKGpe CGntract.c:lr .hall be .....pc:lMlbl. for all material. and all work c. c:CIlled for GI"l the L.cn:lKC1p8 PICIN and In the L.cn:lKCIpe Specltlc:atlcww. In the event ot vcrlatlGl"l between cp:I'\tltlu .hourI GI"l plant U.t end the plcrw, the plene .hall CGI"Iwl. The L.cn:lKCIpe CGnt.n:Ict.Gr .hall verity all cp:ntltlu and ,..port CI"IY dlKrepcn:1u at the time ot bidding. 2. The L.cn:lec:ape CGntract.c:lr .hal1 revl.w crc"'ItectuN:1Ven(IIlneerlnQ plCl"l. and bec:Gme thoroug"'ly fcmlllcr wit'" .urlac:e c:n:J .ubeurlace utllltl... 3. Every poeelbl. eateguc:rd .hal1 be taken to prot.ect building .urfcx.ee, fqIlpm<<tt end furnl....lnge. The L.cn:lec:ape Cc:lntn::Ic:tor .hall be .....pcln8lbl. for CI"IY dcmage or Injury to penon or property w"'lc'" may oc:c:ur" CI8 a .....ult ot negll~ In the exec:utlGl"l ot the work. 4. The work .hal1 be c:oordlnatec:l wit'" ot....... trac:Iee to prewnt. c:CII'Ifllc:te. CooI"dlnate the planting wit'" the IITIQatIGl"l work to auure ClVallablllty end proper" loc:atlGl"l ot IITIQatIGl"l It<<ns c:n:J plante. 6. All planting .hall be perlcwmec:l by per-ecnnel fcmlllcr wit... planting proc:edure end under the .upervl.IGI"l ot a qJlCllIflec:l plCl"ltlng fDrWnCl"l. ,. All plant material .hall be Gf"CIdec:I Florida No. I or better c. outlined under ~ c:n:J 5tcn:Icrd. for Nureery PIenta, Pert I and II, publl.hed by the Florida Depc:rtment ot AQr'1c:ultuf"e c:n:J Goneumer Servlc:ee. 7. The 1.CI"Idec:ape Arc"'Itec:t or Owner .hall have the riGht, at CI"IY .taGe ot the operatIGl"l., to ,..jec:t CI"IY c:n:J all work c:n:J mat<<'lals w"'lc"', In "'1. oplnIGl"l, do not meet wit'" the ....,I~ ot t...... .peclflc:atlcne. &. Except. CI8 ot.......wl.. .pecltled, the L.cn:lec:ape c:ont.rac:toI"l. work .hall c:CII'Iform to ac:cepted hortlcultUI"'CII prac:tlc:ee CI8 uMCI In the trade. ~. The minimum acc:eptabl. .Ize ot all pienta, meaeurec:I aner pnI'1lng, wit'" bn:nc:..... In normal posltlona, .hall CGntorm to the meae~ .pecltled GI"l the plant 1I.t or CI8 1nc::I1c:ated GI"l the lc:n:Jec:ape dl"ClwlnG. ...-IGht c:n:J spread dlmenelone ,..,.,. to main body ot the plCl"lt c:n:J not extIwne bn:nc:... tip to tip. The c:CIlIper ot tree trll'\lce I. to be tGIcen one foot above the Gf"Ound level. 10. Pienta .hall be protec:t:ed upon Cll'T'lval at the .Ite, by being thoroug"'ly watered c:n:J pr-operly maintained until plCl"lted. 11. All tree pita .hall be exc:avated to size end dept.... In ac:c:ordc:Inc:e wit'" the USDA StCI"Idcrd for Nureery 5toc:k 2~.1, 11'\1... .hown ot.......wl.. GI"l the dl"ClWJnGe, c:n:J baclcfmed wit'" the .pecltlec:l plantinG eoll. The L.cn:lec:ape c:ont.rac:toI" .hall teet fm all tree pita wit'" LIJCI'ter betore planting to auure proper" dl"Cllnc:IGe pen:olatlGl"l Is ClVallabl.. 12. The 1.CI"IdKC1p8 Gcnt.rac:tor .hall be .....pc:lMlbl. for proper' LlJCl'terlng ot all plCl"lta. All plc:nte .hall be thoroughly watered at time ot plantinG and Icept ac:IeqJJately watered until time ot ac:ceptaIc:e. It .hal1 be the L.cn:lKC1p8 c:ont.rac:toI"l. reepon.lblllty to auure that plc:nte ere not tNfJI" watered. 13. It .hal1 be the L.cn:lec:ape Contract.c:lrl. .....ponelbl1lty to prev.-,t pienta ff"Gm falling or being blown tNfJI", to .....t.raIGhten and ,..plant all pIenta which lean or fall and to ,..place all pienta w"'lc'" ere dc:ma;ec:l due to lack ot proper' Guying or .talclng. The 1.CI"Idec:ape Gcnt.rac:tor .hal1 be legally lIabl. for CI"IY dc::rnac18 c:aueec:I by In.tablllty ot CI"IY plant material. 14. All treee c:n:J all palm. .hal1 be Guyed or .taic:ed or brac:ecl. The 1.CI"Idec:ape Contract.c:lr .hal1 determine w"'lc'" emall or multl-trll'\k treee need to be Guyed and staked to maintain plumb. 5talclng ot treee end .trube, If f"e4llred, .hall be done CI8 per staking end Guying detail prwpc:rec:l by the 1.CI"Idec:ape Arc"'Itec:t. It shall be the .....pon.lblllty ot the L.cn:lec:ape CGnt.n:Ict.Gr to ~ Guye c:n:J .taIcee ff"Gm the treee c:n:J Job .Ite after a period ot qo days. 16. Plc:nte blown over by "'IGh wlnc::l., within the GUCII"CII'rl;ee period, .hall not be cau.. for additional expense to the Owner, but .hall be the reeponelblllty ot the L.cn:lec:ape Cont.rac:t.or-. Danagec:l p1ante .hall be ,..plac:ed by the L.cn:lKCIpe Gcnt.rac:tor at no additional c:oet to the Owner . ". Sod .hal1 be cerl.ltled to be free ot the Imported fl,.. CI"It. Sod .hal1 have a clean QI"OWth ot acceptabl. grau, reasonably""" ot weed. with not I... than I 1121 ot eoll t1rmly ad.......lng to roots. It shall be the .....pon.lbl1lty ot the 1.CI"Idec:ape CGntract.c:lr to measure and determine the exact cmOll'\t f"e4llred' Thl. cmount .hall be verltlec:l with the Owner or L.cn:lKC1p8 Archltec:t before Inetal1atlGl"l. 17. The 1.CI"Idec:ape CGntract.c:lr .hall Insure ac:\eqjJate vertical dl"Cllnc:IGe In all plant bed., plc::l'ltel"'e, and sod c::reae. Vertical drmlng ttroug... CI"IY c:ompac:ted fm to natlv. eoll .hall be ac:c:ompll.hed to Insure dl"Cllnage. It well dl"Cllned fm I. rMtee..c:ry to auure positive dl"Cllnage, t"'ls I.... .hal1 be brought up by the L.cn:lKCIpe c:ont.rac:toI" at time ot bidding. 1&. The 1.CI"Idec:ape Contract.c:lr .hall Insure that. hi. work doee not lnt.Tupt. ..tabU.hed or projected dl"Cllnage patt:.eme. I~. The 1.CI"Idec:ape Contract.c:lr .hall pl"'une, .hape and ~ dead foliage/limbs h'om exl.tlng plCl"lt material to 1"'emCI1n. Conf'lrm wit'" the L.cn:lec:ape Arc"'Itec:t or Owner the extent ot work f"eqJ.Ilrec:I at time ot bidding. 20. Mulc'" - All plCl"lt bed. .hall be top dreeeec:l wit'" 31 .lTec:IcIec:I h::rdwood mulc'" (or appI"OVec:I eq)JCIl). 21. Tf"CI"I8plCl"lted Material - The L.cn:lec:ape Gcnt.rac:tor .hal1 be .....pon.lbl. for determining end evaluatlnQ w"'lc'" plant mat<<'lal. ere .ultable for t.n:r1eplantlnQ c:n:J .hal1 verity t"'l. wit'" the L.cn:lec::ape Arc"'Itec:t or Owner. The L.cn:lec::ape c:ont.rac:toI" .hal1 tab all I"eCIIIOnCIble, hortlcultUl"'Cllly ac:ceptable meaeuree to aeeure the .uc:c:eeetul t.n:r1eplantlng ot determined plant mat<<'lal.. The 1.CI"Idecape Gcnt.rac:tor .hal1 be .....pon.lbl. for ,..placlnQ CI"IY ,..locatec:I plant mat<<'lal. w"'lc'" die If .uc:'" meaeuree ere not taken, CI8 determined by the L.cn:lec:ape Arc"'Itec:t or Owner. Replacement plCl"lta .hal1 be ot Identlc:CIl epeel.. c:n:J .Ize If f"e4llred. 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE. Malnt.enc:nc:. shall c::or'\"'II'TW after eac'" plCl"lt I. plCl"lted c:n:J the mal~ per'lod shall continue II'\tll the Job or specific phaee ot the Job I. ac:cepted by the L.cn:lec:ape Arc"'Itec:t or Owner. Extreme cere .hall be taIcen to Instruc:t the Owner or "'Is ,..~Iv.. In general malnt.enc:nc:. proc:edurea. Plant malnt.enc:nc:e .hall Include LlJCl'terlng, pl"'1I'\1ng, weeding, cultivating, mulc...lng, tiGhtening, c:n:J ,..palrinG ot GUYs, replacement of .lc:Ic or dead plc:nte, resetting plCl"lta to pr-oper grades or upl"'lght poeltlcne end .....toI"atlGl"l ot t.... planting eauceI" end all ot....... cere neec:Iec:I for proper gr-owt'" ot the pienta. During the malnt.enc:nc:e period and up to the date ot final ac:c:eptanc:e, the L.cn:lecape CGnt.n:Ict.Gr .hall do all eeaeonal .praylng c:n:J/or dusting ot treee end .tTube. Upon completlGl"l ot all planting, CI"I 1nepec:tIGl"l for ac:c:eptanc:e ot work will be held. The L.cn:lec:ape Contract.c:lr .hall notlty the L.cn:lec:ape Archltec:t or Owner for ec:hedullng ot the 1nepec:t.IGI"l 10 day. pl"'lor to the CI"Itlclpated date. At the time ot the In.pec:tIGl"l, If all ot the materials ere ac:ceptabl., a Wf"ltten notice will be Given by the L.cn:lec:ape Arc"'Itec:t or Owner to the L.cn:lec:ape Contrac:tor Stating the date when the Malrrtenanc:e Period end.. GUARANTEE AND REPLACEMENT. All plCl"lt materials shall be GUCII"CI"lteed for one (I) yec:r ff"Gm the time ot f1nal Inepec:tIGl"l and Interim ac:ceptance .hall be alive and In eat.1.factory gr-owth for each .pecltlc kind ot plCl"lt at the end of the GUCII"CI"lteed period. At the end ot the guc:.rc:ntee period, CI"IY plant f"et4Ilnsd U'lder thl. c:ontI"CIc:t that. I. dead or not In. satl.factory QI"OWth, ae determined by the Owner or the L.cn:lec:ape Arc"'Itec:t, .hall be removed and ,..plac:ed. ReplClCl8l"nerlt plc:nte .hall have CI"I extended Guc:.rc:ntee, CI8 noted above, ff"Gm time ot ,..pIClCl8l"nerlt. All ,..p1aoementa .hall be plCl"lted ot the ec::me kind and .1,. CI8 .peclfled GI"l the plant 1I.t. They .hall be the .....pcln8lblllty ot the L.cn:lec:ape c:ont.rac:toI". 6-7 1-lEAt.. TI-IY FRONDS MINIMUM. TIE FRONDS ""'IT4-4 BIODEGRADABLE T""'INE. 4-4EAD TO REMAIN TIED UNTIL PALM PUSI4ES IT OPEN. SECURE BATTENS ""'11"4-4 2-3/4. STEEL. BANDS TO SECURE BATTENS DURINCir PLANTINCir PROCESS DO NOT NAIL BATTENS TO PALM TRUNK. 4-4EICir4-4T OF BATTENS 51-1ALL BE LOCATED IN RELATION TO TI-lE 4-4EICir4-4T OF T4-4E PALM. 3-2X4 1Il1OO0 BRACES STAKED ""'IT4-4 A, ~ 2X4X241 STAKE PAD BURIED 3. BELOW CirRADE. z f '0 I . - PLANT SO 1"4-4AT TOP OF ROOT BALL IS EVEN ""'IT4-4 T4-4E FINISI4ED CirRADE AFTER SETTLEMENT APPRO)(. II AVE FINISI4ED CirRADE AT' TIME OF PLANTING. , SPREAD r 6 LAYERS OF BURLAP -Lr 6-2X4X" 1Il1OO0 BATTENS STEEL BAND r- TOE NAIL ~~~ IV ~-, . ue'~ ,~ ~~b ~~ ./~i "'-\J ".;) ~ V" i ~~U'~ ~ "lrT - BASE OF TREE S4ALL BE PLANTED 41 /1aOVE ADJACENT FINIS4 GRADE. REMOVE ALL T~INE . STRAPS . CUT BURLAP FROM TOP ONE-T~IRD OF ROOTBALL. NO SYNT~ETIC BURLAP ~ILL BE ACCEPTED 31 MULa-I COVER (T'l"'P) 411 SOIL SAUCER DIAMETER OF TREE PIT TO BE T~ICE T~E DIAMETER OF ROOT BALL-ROU~EN SIDES OF TREE PIT D " " ..... :t ~ " -J h ~~ \) Ifi~ ~ ~~ ~ ~ Q!r- ~ . d ~ ..-. ~ II~ IIIII~IIIII~ ~IIIII~IIII 'IIII~IIIII~ iil==IIIII=II",~~~III~ill~11111 ~11111~'1 ~ III~II\IIIII= III ~ III ==IIII=- -= 11111 ~ 1I111 ~ III1I = IIII II1II ~ !IIII ~ UNDISTURBED SUBGRADE -r'\- :@.. III~IIII II;. -- }IIIU' .4=1111=1111= 1=111=1111= PULVERIZED SOIL BACKFILL )( BALL CIA PULVERIZED SOIL BACKFILL ALL ROOT BALL COVERINCir MATERIA1.5 Sl4ALL BE COMPLETELY REMOVED BEFORE PLANTINCir PALM STAKING DETAIL MULTI TRUNK TREE PLANTING DETAIL N.T.S. ~1f\f< ~.. ~YM ~v..v. )~ ~ "t:Clj~h. v~~ YL ~ J~~ ~~~:0 - ~ ~ P&. ~ '"'i / }~ ~ .. ~ ilI$'lI ",., A~ ; t :~ ~ f . \I '"' .' ~ - ~ "".. 0 . ..~. "'\..' o. f ~5 NTS L- TREE PROTECTION NOTES I. ~ L.ND AL'TERA11ON ND CONSTIWCTION ACfIVlfES, If SHALL Sf \.N..AWfU,. TO ~ ~TAflON BY ~ OR TO PL.Ace- SOl. DEPOSITS, ~, sot.VfNfS, CONS1lWCfION MA~, MACtHRY OR 0'1't-ER fGIt.FtEN1' Of ANY OD wtrt+I ftE t'N"U1 SETBACK Of A T~ TO ~ ON snre tH.ESS O'1't-ERWISf N'Prl,0Vff) BY ftE CITY. 2. ALl. TlUT'IIIG l.H::JERTAKEN ON A T~ Pl101'fCfE:D BY ftE PllOVlSlONS Of ftE LND DIWELOPt'ENf CClDf StW.L Sf N ACCORDANCE WI1ll ftE NATIONAL ARBORIST ASSOCIA11ON (NAA) ~ STNDARDS. 3.. ALL TREE ROOTS EXISTINCir ""'IT4-4IN APPROVED IMPROVEMENT AREAS AND ORICirINATINCir FROM A PROTECTED TREE, 51-1ALJ. BE SEVERED CLEAN AT T4-4E LIMITS OF TlI4E PRESERVED AREA INDICATED ON 1"4-4E PLAN. 4.. T4-4E IRRICirATION SYSTEM Sl-4ALJ. BE DESICirNED TO MINIMIZE ROOT DISTURBANCE TO EXISTINCir TREES AND cn-4-4ER VECirETATION TO BE RETAINED. \ r I - PLAN - - - 1/21 NYLON STRAP l &1 LODCirE POLE 3 INC4-4ES MUL...Q.I 4 INC4-4 DEEP SAUCER ) ~ ~J'-I~~ ~ ~ ~ ~ ~ 2X4 4-4ORIZONT~ ~~ VV ~ MEMBER W OPT:\ ~ 4X4 POST SPACED NET FENCE FABRIC / A MAXIMUM OF ,I APART t:i"" .. = :: ~ ~ ~ =:: ~~ ~ ~"".. ~"~ ~ ~ ~ l U TREE PROTECTION DETAIL BACKFILJ. MIX UNDISTURBED SUBSOIL REMOVE BURLAP . ROPE FROM TOP 1/3 OF 1"4-4E BALJ.. NOTE. SEE LANDSCAPE NOTES FOR T4-4E TYPE OF MUL...Q.I MATERIAL TO USE. TREE PLANTING N.T.S. NTS I (\ l 1 / EOGE OF PAVEMENT OR CURB ----- ~T' VV ..... J J '. J .:: . y r :: '. CirRASS v') ::. ) :. r " \!) .' 7::: ------- (,1 I ^ (~ X 1 r ('< l EDGE OF BEDLINE .... " ..... . . . NOTE. LOCATE PLANTS IN A TRIANGULAR PATTERN AS ~N, SPACED EQUIDISTANT FROM EAC4-4 OT4-4ER (AT SPACINCir SPECIFIED IN T4-4E PLANT LIST). S~RUB/GROUNDCOVER SPACING PLAN .~f-.J.- .-4 ~L-fi t1t~tf:l .. ,. N.T.S. ~ IF ~RUB IS B . 6, T~EN REMOVE BURLAP . ROPE FROM iG?~ ~Gf, qJf. Ptttt~ SOIL BERM MINIMUM 12. DEPT~ OF PLANTING SOIL IN GROUNOCOVER PLANTING BEDS 3 IN~ES MUL~ ( SEE LANDSCAPE NOTES FOR TYPE OF MULC~ ) .,. , ....~II..-..'": :" ':' ...' .' . .. . " " .. . '. i . :.' " ..: I, '. '::.-;,' ,-.: ::.: . : " .,. . .. . .. . r- '0' . . . :' -- - - - I PLANTING SOIL MIXED PER SPECIFICATIC NS UNDISTURBED SUBSOIL PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF ~II SIDES AND BOTTOM. 5~RUB AND GROUNDCOVER PLANTING DETAIL NTS CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTINCir ~- I ( ~I PLAN &1 2-PL Y RUBBER l-lOSE "1r ~ DOUBLE STRAND 12 CirAUGE ""'IRE ~ ~ COVERED W2-PL Y RUBBER l-lOSE ~ PAINTED FLUORESCENT ORANCirE ""'4-4ITE FLACirCirINCir (TYP.) ~ ~ &1 LODCirE POLE · "~,~,,\'J"[ ~ ~ ~ 3 INQ.IES MUI.Ol ~ t ~~ ~ ~ m/ ., :::I:X SAUCER N .~ '" '..:~ ~ UNDISTURBED SUBSOIL REMOVE BURLAP . ROPE FROM TOP 1/3 OF T4-4E BALL ~ NOTE. SEE LANDSCAPE NOTES FOR T4-4E TYPE OF MUL...Q.I MATERIAL TO USE. TREE PLANTING ON SLOPE N.T.S. ~ /~ ~fift~ f' 66675 r~ - i ~ .... ~ t ~ ~ E ~ ~ l:lo Q 't ~ ~ ~~ .... ~. ~~ 'E ~ lI) ~~ ~ S'" ~g E~~~:e:~~ ~ ~~~.E =o~ .~ = i! e ~.... ~ ~ = ~ ~ :l& r~ bo~;l ~....to.:IU)'O,J =.....l2 Ill:~ IS .I:~~ ~Cl~ ~ !~ ra~ a If "a~ Itl a i b "'I:t II = ~ g "'I:t O~a.. NNCI) a:l ~ ...J W LL. ~ .--"\ "4~ j )} ~Y1 ~ f::i: I 1/21-21 SJ.IREDDED CYPRESS MULC4-4 ~ AVOID CONTACT ""'IT4-4 TRUNK rltl 41 OF SAND PLACED ON BACl<.FILL ~ FINISI4ED CirRADE ~ Qj ~ CI) o z .m .c cu 0 o ..., ~ o .. N ~~ "0 ~ e a. ~ c: o 'en "S> Q) 0:: .m cu o ~~~~~~ ~~~~~ o N N N N It) ~ ~ ~ Ii: ~ l:t N .~ 'S ;a ~ ~ kk~ i ~ t ~ e u Q) a. t5~ Q) ...J ...J ::> ::> E 0 0 ..., ..., cu ~ ~ ~ ~ Z >. .c "0 >. Q) .c .?;> c: .:; .2> ~ :;:l ~ ~ .:too rn w t- O Z C Z c( rn .J <C t- W C W D- c( o rn c z ~ W z<( 00 1-- 0~ ~O ~....I <(LL D.. ft o ~~ 0- C)~ ZD.. _0 O~ Zw <(I- ....IZ Wi ~ I- ~tY/J ~~w I~~)!i;!}~ I' ')~ ~ EXISTINCir CirROUND ;?; '11 ~, ~IIIIIII , i* ------- -- - , 10' WALL 8< LANPSCAPE EABFMENT _"".., fORB 3582, PO It/98) /~ 1, ~ // (ORB 3582, PGI (8) * N83'''l54t55''E 653,70' ----------------------- - - I~ ; * 1\- 'cr:I ZONE CI-IART IRRIGATION CONTROLLER (Cl) ZONE CI-IART IRRIGATION CONTROLLER (C2) , ; ! f I / ! f/ " 104 ~ ; I.. t~....""wm"....'.. ! I I I I I I -:11; a 1~ I I I I I *1 1cit I I, '--!- .. ve :lli ; I" , ',Il,! 1~ M,' I " ......"'I'i I I I 1~ I I I ''''' ....'.."'r 10H L:j / / / / / / 99 10T 3/4-15551 96 97 98 94 95 92 93 91 90 89 88 L-' -" I ' o I - - - - - - - 100 / o .~. .' 101 102 '~~ . 1'1\ ,Ij, ~, It. .1',1 P11 ',' ,"1\ /I ,',' ," /1'..1: 1:,1'\ ~'I\ ~o o o 103 - - - - - - - 68 70 69 72 71 73 74 76 75 78 77 79 83 104 ................. ~ ! ~ i1'"' i"( .... 111111111 I-i I " ,/ , /'. I I 82 u u u U LJ U U U D LJ U LJ ,..vr (J) a 0) <> a 0) ti1 " ~ J:::.. 'J . ," LI 'II' O~ \.I'.I,i'I'.J1'/ IRRIGATION PLAN 112- 15551 15551 r- 10H 81 n n n n n n n n n n n n ~, I- IRRIGA T ON CONTROLLER TO BE IELD LOCATED. 1 , :1 I " .........1, .. ;;::1 01 <J;I ~I dl 0,1" , (It .. . ::>: " , .."'''''I..'.. : '""J I" , (",)1 .. vzt S."I; , <:::> ,. <:'211.. I .' I " ...... .......J, ;, I I I * I 1cit I I "''''....I''' I I I I I I ..m ........., I I I 1't I I~ I :1 I ~_............. ~ ~ 80 66 67 64 65 63 62 61 60 59 I-- 57 58 56 I:-:' r-- f.,.. t! M- 1T 55 o SCALE: 111.201 ~ ~ 1\.1 r, ' ,I ,Jj ': 1 ", ,j" IJ N ' ,I.JI. "L .1'/ f <AGl G COMMERCIAL .T:T' 54 1/1' T .. ,. .1\ 1/1." ,'l 2 IRRIGATION LEGEND 6YHe01..6 t"FR ~ NOZZU! I .... I GfIt1 I~ IlIEI"WlI(6 .~<l-e-~ I-I.tl1'E1lt ~-_ 8PRAY POP-loP eee DETAil &EE NOZZlE .~[Je3 I-I.tl1'E1lt ~-12 8PRAY POP-UP Cf.IART eee DETAil -0- I-I.tl1'E1lt f.I.NTEllt ~-_ WITH eceT-15 eceT -15 I y) I .31 I &' 8EE DETAil DUAL. a~ e1ImlER NOZZlE €) I-I.tl1'E1lt PC-6tH) ~ TO ee lOCATED IN THla GENERAL. 8EE DETAil AIleA. WIT'W MINI-CL.lc::K II RAIN 6EN8OR. (1211) YOL. T6 Iir> AMP efIlIEAICER) €) I-I.tl1'E1lt PC-3lN> ~ TO ee lOCATED IN THla creERAL. eee DETAil AIlEA. WITH MINI-CL.lc:::K II RAIN 6EN6OR (1211) YOL. T6 Iir> AMP I!SREAI<EIIiU @) WATT6 1" RPZ TYPE I5Aa<FL.OW DEVICE 8EE DETAil ~ I-I.tl1'E1lt ICV &ERlEa elECTRIC N5MOTE VAlVE, 8EE DETAil ailE PER PlAN. .... A~ lINE aIlE MA86 GATE VAlVE. 8EE 6PEC6. 8EE DETAil ailE PER PlAN. A~ CLAee 8CH.." PYC MAINlINE aIlE A6 NOTED GlN PLAN6. 6EE DETAil II A~ 8CH 1611) PYC LATE1IW.llNE A6 6WOUN LNTll A 6t1AllER ailE 8EE DETAil la 6I-tOUN. LI8E ",. PIPE GlN All 1-EAP6 WITH A TOTAL. OF . GPM. A~ 8CH .." PYC LEE\IE-Mftol TWICE ne n+ER PIPE DIA. CGlN~ WIlle 8EE DETAil 5IAlL. ee LEEVEI) 6EPARATEl Y . A~ IN6TAll (2) 6PAIIilE WIN!6 f'L.U6 A ~ FIleGlM I~TIGlN &EE DETAil c::oN'T'IIfOL.L TO THla fIOlNT. @) A~ II WATER t1ETER I5Y on.EfIt& 8EE DETAil 7\' ,', .:1\ /I, J.+, ;, , .' r : 1\ 1/1 1'o'~ ~~ a:" T W" 0 53 0' o .;. 3 52 37 36 38 39 43 41 40 42 44 45 46 47 4 3' IJRj~Co TYP; " )[.UM/V ( "C,..) .:" o LJ U u u u u u lW I , nl I 2~ I I I 'I. 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' -; ~)/," \ (Q\ \ I .~ I - ./ '~' ", I j '\ \ \ t; _- !'-, l!.Vy I 1,\ ___ -'../ ,>..../.. j! ld 1) - - - -1.: ,i III \\ ~ I /' - -~""LqQt..,;.<:;ty0!11;;uu:, 'I \ \ ~ ,15' WA L & L<\NOSCA 'E EASEMENT I _ - - / 'T,u..uu..wuu..w(mmfuu, \ \ , ;, Q 0, .:.", 0 /-':::!O~~~~~'~J"I=t:- =:;,='';::: ='" 883053' S"W / ~cl ~ -=I- j-- \\ TSe 6 ! \ - S83054 '55'W 505.62' - - '\ - 209.43' "",N: MES INV'2228 ..~\j JoiILtll,I!i" '?,"H..nP,m ! ,'\ "".._,..__.....'__ ACCESS ,... D UTILITY EASEMENT """-'" FOUND 1';,''!R(~ l \j; " ! \\ '\"-'''''' (ORB 355', PAGE 1777) #UJBB " 'IS*XZ2"f-,CP 11/ jJ ! If.4.-I \\ \, / J !f ! // 'r'2 \\ ~ I / / ( !j , t \\, \ R 434 / / \// >;f/ ':{ \ 5 8910 . /i/ ,//<-- FOLJND!l2*IRC 2!:.~~~~:~:~;Cii~:==::=~~~~:-:::::~~~~~~;~;:::===:;;====~---,--=_:::=::-~~~::~~~!}5:;;::::::=:::=:A:=;:~~;;;;/""'" o o' TA ~ 0 ,.RCIA~"" .L,ll ..II o rq, ,.1 ]) L' ,'V '<I, r ,. J , .,..,. II 9 I~.I TYPE GPM 1M I zaE.1 I Ig I I TYPE I &PRAY ZONE 312> 1& MIN. 2 &PRAY ~ 312> 1& MIN. 3 &PRAY ZONE 2& I&MIN. 4 &PRAY ZONE 2& I&MIN. & &PRAY ZONE 2& I&MIN. 12H I 6PtUY zaE 6PtUY zaE I ' '", ill ',,I a" I I 23 20 22 21 2& 2~ I&MIN. I&MIN. D 144 I L2&~ I ~ 312> MIN. I TOTAl \ " \ \ " , m.uSlG~ AN IRRIGATION DESIGN COMPANY 620 Shannon Road. ORLANDO, FLORIDA 32806 PHONE (407) 425-3485 FAX (407) 423-5241 Bob & Jason McElroy irrdesignecfL IT. com -e ~ .... ~ ~ o "l:t II I: ~ "l:t o "l:t o ~ a::: N ~ a::: m -J W U. CD ~ en ~ ci 0 z 0 _CD .. N co.o~U C ~ IT: "0 ~ Q. Q. <( c o 'Ci) 'S; Q) 0::: B co C ~<a~~~ B "l:t "l:t "l:t c; coQQQ_ C N N N N It) ... ~ ~ I: :a III i ii ;t ~ .. ~ .. >- a 1;.0 3 i ~ ~ is e to) Q) Q. .l::. Q. U <( Q) ~ ~ :::> :::> E en en ...., ...., ~ ...., ...., ~ ~ >. .0 "0 >. Q) .0 ~ c: c: "S: .~ ~ :j:I U) co o Q) ... <( 0 C z ::s Q. Z o - ~ Cl - D: D: c . ::) . a. w z o I- m ~ 0:: c( a. . M . o z 1i<C u;C oaii2 cO ~~ rD .. wU) zC) 02 tiii2 ~11. 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'....m._mmmm........m......t::~:~;~~(f 1111 :::~~~:':.;':~~~~::::~~:~:::~/4 t I / I I &trIpe - 1&l:6T Iec&T 1&6&T ~T ~ ~~~~~ED IRRIGATION PLAN aH TraJCIC 3.11Z1 3lt)- 2.61Z1 3lt)- 1.&8 S- 1.- 1lZI- 12>.1e> &- 2.18 3lt)- 1.9& 3e>- 2..48 3lt)- 1.104 3e>- I_ 3lt)- I~ 3e>- .19 1&- .52 1lZI- 21Z1 &- 1.23 3lt)- 12>.81 3lt)- 12>.53 S- 1ZI.3& 1lZI- 12>.13 &- 1ZI.92 3lt)- 12>.6& 3lt)- 12>.39 1&- 1ZI26 1lZI- 12>.11ZI &- varl. 3lt)- Varl. 3lt)- varl. e- Varl. 1lZI- varl. &- Varl. &- 1ZI.61 3lt)- 1.21 3lt)" 121 3lt)- 1.13 3lZI- .s C; tV _ (:) N c: o '(j) .~ a:: .s tV (:) ~<Ei4S43~ c; C; C; - - - N N N It) ... ~ ~ CD ~ ~ ::::> ::::> a: E en en ..., .., ~ tV ..., .., ~ ~ t! Z j ;:t '< .. .. 'S- >0 .. >0 a .c..~.c ~ '0 >0 '0:.. ~~.cal~i '>.Q)i~eu 1:5 ~ ~ ~ R <((:)(:)()<( _.U31~ AN IRRIGATION DESIGN COMPANY 620 Shannon Road. ORLANDO. FLORIDA 32806 PHONE (407) 425-3485 FAX (407) 423-5241 Bob Be Jason McElroy irrdesignecfl rr.com z ~ D.. Z o ~ C) 0:: ~ ... ~ o z tic( Ccn8 · oa r:t: ::) "0 · Q ...J Q.~u.. W m .. Zwtn ze) OOZ I-tiD:! U)~D. ~~tn o:::D..r:t: <C~~ Q.Q::~ ~;: Q:: o (.) w z - . o Z ~ S - Q) Q) .s::. en e'Y'l'1BOL.6 .~<l-e-~ .~~ -0- @ @ @) ~ .... II . (0) .. I"fIIIt f.I.HT'ER 1~~Ia,ATION LEGEND DI!&G1W11ClN NOZZLe .... I GfIt1 IIUD flIle06-lZI6 8PRAY POP-UP WATER 801 D'!J: 1~IGlATION SYSTEM DESIGN CRITERIA ~ 6EE DETAIL f.I.HT'ER 6EE NOZZlE Cf.f.4RT L WATER I"IJ6T _ DElIVElllEP TO TI-E 61TE AT euFFlCIENT flN58eU1le AND FlOW TO PR:MPE MAXII"U1 ~ M 6I-IClUN eEJ..OW. flIle06-12 8PRAY POP-UP 6EE DETAIL f.I.HT'ER f.INTER flIle06-_ W1TW IC6T-1S I I DUAL. 6TN!AM I!lIeelEfIt NOZZlE &c6T-1S Ml.3& &' FC-~ ~ TO _ lOCATED IN TWI6 CiENEIUl AIlEA. W1TW MINI-cL.ICK " RAIN 6EN8OR. (l2l1) \101..16 II> AI"P ~ FC-HIlZl ~ TO _ LOCATED IN TWI6 CiI!NE1ltAL AflilEA. um.I MINI-CLICK II RAIN 6EN8OR. (l2l1) \101..16 ItD AI"P ~ . fDIIiIE86lJIlE 1lIEQJ1N!I"ENT - 6e..1 WOIlICING fDIIiIE86IR AT FIElD LOCATION AND ElEVATION - ~ P61 AT eA6E OF 6PRII<<l.ER I-lEAP 6EE DETAIL FlOW IlIEQJIIe'1ENT6 ~CI - ,., CiPM MAXII"U1 FLOW RATE - 2. CiPM MINII"U1 FLOW RATE f.I.HT'ER 6EE DETAIL 6EE DETAIL f.I.HT'ER FlOW 1lIEQJhe"ENT& - 2& CiPM MAXII"U1 FLOW RATE ~ C2 - 22 CiPM MINII"U1 FLOW RATE P~ IN AVAllAI!tLE FLOW AND oPt fDIIiIE86lJIlE WIll 'IleGIJIIle PE61GN CHANGE.. 2. WATER eEIlMce LINE. WATER I'1ETEflt. QEC:K VAlVEe, eI.RiE ~CTION. ETC.. AND fDEIlFOR1ANCE ClP ne WATER eot.R:E AIlE NOT A PARr OF neE PRALUINGI6. WATTe II ..z TYPE I!5.4CI<FI-OW DEvIce lev 8EflitIE6 ELECTRIC IliEMOTE VAlVE, 61ZE PER A.AN. LINE elZE I!!SflitA&6 GrATE VAlVE,8EE 6PEc&. 61ZE PER PL.AN. CLAe6 ea.f.ce PVC MAINlINE 61ZE M NOTEP ON PlAN6. ea.f I6lD fI'YC LATERAL. LINE M 6I-IClUN LHrIL A et1AL.lEJlt 61ZE I. 6J.lOUN. U8E '" U PIPE ON All f.lEAP6 ~ A TOTAl. OF . GflM. ea.f ~ PVC 6L.EEVE-MIN. TWIce TWE NER piPE PIA. ~ WIN! 6HAU. _ eLEEVEP eEpARATEl Y IN&TAll (2) 8PAIlE W1N5& PUI6 A ~ FIltICM I~TION CG'lN'TIlIOl..l TO 1'I41e POINT. 6EE DETAIL f.I.HT'ER 8EE DETAIL A~ 6EE PET AIL U::,AD LAYaJT A~ 6EE DETAIL L f.IEAP LAYaJT AND &PACINCi 16 e.A8EP ON AN5A PII'1EN8IClN6. ALl f.lEAP6 OF EACI-I ~ AIlE &PACED EQJAU. Y ~ AflilEA. NOZZLE 6I!lECTION I!SMEP ON MINII"U1 AMOl.NT OF OYER 8PRAY ON ~-8CN'E W1TW MATCl-f1NCi fDIIiIECIPlTATION RATEe ON ne lANP8CAfDE. A~ 6EE DETAIL ~ 6EE DETAIL 2. f.IEAP AND LATERAL. &PACINCi WIll V,IR'( WlTW PIt1EN6IONe OF AN:A. AP.A.I&TED &PACING MIGWT I!5E NECE66APn' TO AVOIP OVER 8PRAY ON ANY f..IAR)-ecAFE. All 8fIIltNClEM AND NOm.E6 AUn' ~ _ 8ELECTEP ISA8EP ON 6fDRINICL.ER flEIlIFOIlI'1AN &PACING, AND NC OF COVERAGE, AND AC:COFa::>INCi TO FIElP PIMEN6I0N6. EXAMflL.E. "'I . CiPM,"1 IlD CiPM, II 1& CiPM, 1"-1 2. CiPM, I,. J6 CiA1, 21 &f) CiPM, 2"'1 If) CiPM, 31 I2l1) CiPM, 41 2tH> CifIM. PIPE &IZI!& L LATERAL. PIfIE6 6HAU. _ &IZED 60 TWAT TI-E WATER VElOCITY DOE6 NOT E><CEEP & FT PER eECGlNP. AfIIlIIltOYEP 8EE DETAIL AfIIlIIltOYEP 6EE DETAIL II WATER I'1ETER ey 0f'I.IER& fDEIlFOR1ANCE 6T ATI6TIc& L TI-E FOllOWING PEIlIFON'1ANCE &TATI&TIc& lIEN5 CAL.CUlATIEP BA8EP ON IfooFOIlI'1ATION ~ ON TWI6 PlAN. a.IANCiIE6 IN OPERATINCi fDIIiIE&eUIle, f.IEAP &PACING AND OR NOZZlE &ELECTION Will EA=ECT N58UL 16. Ava.. fDIIiIEClPlTATION RATE ~ 8PRAY zaE6 - Ava.. fIl'.IEAP .1.&& lnAI'. R.N TIME FOR II OF WATER-8PRAY %ONE&. Je MIN. PER &TATION (1SA8EP ON AW. fDIIiIECIPJ ZONE o-fART IRRIGATION CONTROLLER (CI) ZONE o-fART IRRIGATION CONTROLLER (C2) I ZOE -\ TYPE I~ I~ 1& MIN. I&MIN. I&MIN. 1& HIN. I&MIN. IZotE-1 I I I ~YZONE I ~Y ZONE I I 1& MIN. I I&MIN. I TYPE GfIM I &PRAY ZOE 2 &PRAY ZQNE , &PRAY ZOE 4 &PRAY ZONE & ~Y ZQNE ~ ~ 28 28 28 2& 2" I TOTAl I 4& '" MIN. J+I. 1l2&~ I ZONE - CAP ENDS AND STAKE STUe UP ~ MEA6lR!MENTS FROM 4J 2 ~1'i!ENCE POINT -~' TO STUB uP. HAflIlK eACK - OF CUFe L ~r-..~ / I ~"7"-" IJ . n ~ ;p'//// /I;"~''''.~..:U m fi! ~ ! r::::Ill== ! r::::Il ~ ! ~ I :::= ~ O. ~ ,....... ~ 2"'- ... MINI-CliCK VAlVE &IZE I ~ L I I \... ~ -- =. I L.J ~ TAPE END ~ OF &L.EEVE ~ &oL.VENT-UELD PVC (REQUI~MCNT& VARY - a-ECK CODE& FlReT) GAL.IAN& flER MIN. I f I vAL.ve IO~NTIFI~t;;2 INNER PIPE STUB UP , ooT&IO : lUAU. .'$c=:J. ~ Ds'" . ~ a:: . E ... T' Rl D. IRIlidGATION CONTROL.L.ER (6EE LEGEND FOR TYPE) ROUGH IN 5bE.EVING DETAIl: (~QUlfllIEMENT'6 VARY - aECK COPE& FiRaT) iT" .AJNCTION eox ~C>LICEP fDIlIlEe&lR r ISACKFLOW GAL.V. LtlION ~ (I IIiZlF 2) GAL. v. ELL , J -(I OF ~) &NAP- TITE c:cHECTOR ~~ ' t ~ If ~ L~~~_ / r=~... F~eIH'''AD~\ / l VAl.VUOx \ / k~ Jtu ~1 ( IOl ~ ~ I2n AMETEK VP~ TO POC !"! ~ J J II _ ./ VAlVEeox ~' [I I IO[~ U ;:'U.:1A J T~ ~- 1411 DI~CT I!5URIAl ~ ~ "CY "\At ~ W1~ IN&TALI pp 8- GRAveL. _.~ .1 I I Ill.: III CClNDUIT OR l.INJ:)ER 6PA~ W1~& TYJD. AlL vAL.'Vii , MAINlINE. '- ~ flER PLAN TI-E I!SACX flOW LOCATION A& &I-IOUN ON PLAN 1& FOR ClARITY ~A6ON ONlY. TI-E II MAINlINE 1 I ~ I I I mt I I PlACE A LAMINATED LI&T OF \. -- ~ ~ IN&T ALL &lEEVE AND INER ZClNE~TIONIN&IPE ::O:::~~ORo:e~~~LOCATE l~ -=~~~~di:& If itl W1~ P1PINCiAT&AMET!ME.(6EE CON~R DOOR. DI~CTI0N6. U6E CODE r:>EPTI-I& IF GIllEATER ~ IN DETAIL AI!5O'VE) CONTROLLER 6ACK FLOW ELECTRIC VALve TRENCH SLEEve DETAIL DETAIL DETAIL DETAIL DETAIL -- ElEC. CONDUIT (12111 V PUJIll IN) ElEc. CONDUIT (2~ V PUJIll OUT) 121 FOP-LIP &PRAY f.EAp 6ET t-E1cw.lT TO CLEAR- PlANT MATERIAl. G~~ GN..V. NIPPLE ..~ (1 OF 4~. ~ ~ 11IIlI-.! It LINE &IZE ISRA8& r'~ 't GATE VAlVE - , i 1;, AMI: I e:K VP/W) rl ....... :AlVE!SOX l '~~~W~~. ~ "I' '. ." ~,~ ~1I)(J81 P'YC FLEX PI~ ~ II ~.. I C"... I \. I-- ~ .- T - -- 7 I "'" &T EL~ .1 POP-lJID &PRAY t-EAP (&EE NOZZLE Q.4ART . PlAN& _ tJ r FOR ~ 6ELECT~ ~1f '" f u" ;'l Of'" . '" I)( 12 I ,;- 8CI-I ~ &L.eEVE <w /FLEX PlfIE , ..J ' I I ~I .=. IL..I b II pop-UP SPRAY DETAIL 12" POP-UP SPRAY DETAIL GATE VALve DETAIL GENERAL.. NOTES I) TI-E PfltALlING& AIlE PI~TIC. ne c:aNTRACTOPt eHALll!SE E><PECTEP TO MAKE ~ MOPIFICATIG'lN6 NEc:eeeARY IN TWE FIELD TO IleACT TO AC1'UAl FIElD CGlNPITION&, WlTWOUT DEPARTURE ~ TI-E PE61GN CGlNCEPT6 oPt INTENT. 2) All ~ 6HAU. ~ TO ANY AND ALl APPlIC.Al!N..E IIeiUlATION& AND COPE6 ~ TI-E LOCATION OF Tf.IE ~ TI-E IN&TAllER SW-L OISTAIN ANY NECE66AR'r LOCATE6, PEIlI'1IT6 AND IN6PECTICIN6. 3) All ~ 6HAU. I!5E Cl.06EL. Y ~INATED um.I TWAT OF onER TRADE6, IN ORPER TO AVOID c:otfi=llCT6. N:FER TO lANP8CAPE AND UTILITIE& PlAte UEN ~1NCi TO AVOIP TFlEE6, 611RJB& AND \.I1IPER ~ UTILITlE6 4) All MATERIAl AND lAI!5OR 1leG:IJ1~ TO PR:MPE A CClI"1fiIlETE, OPERATiONAl AND FULl. Y GLIARANTEEP &Y6TE1'1 6HAU. _ CON&IPEN!P PART OF Tf.IE ~ lU-ETI-IER oPt NOT Tf.IEY AN: 6PECIFICAL.L Y INDICATED IN ne POCl.t1ENT6. &) TI-E CONTRACTOR 6HAU. fDIIiIEPAFe AN M-I!SUIL T PRAWINCi ON A 1lIEF'ROPUC11!5L.E PAPER (eEPIA oPt MYLAR ~ING AllIMIGATION IN&TAllATION. A MYlAR oPt 8EPIA OF TH: ORIGINAl PlAN MAYS OISTAINEP ~ TWE LANP6CAPE AIliIICf.IITECT FOR A FEE. Tf.IE PIULUINCiI6HAU. lOCATE All MAINlINE AND VAlVE6 SY 6I-fOUN EXACT I"IEA8UREt1ENT FIltICM ~ ~ACE6. PlEA8E ~ Wille PIIleCTION 6) All f.IEAP& 6HAU. _ OF TI-E ~ TYPE FOR TI-E AN:A6 lU-lEN5 LOCATED, AND AND 6HAU. _ IN6TAllEP PU.t1I!5 AND WITH ne ~ WEIGHT. AU. f.IEAP& AND on.ER EG:lJIPMENT SW-L ee IN&T ALlEP WlTI-f APEGlJATE AND LNIFOR'1 CLEARANCE FIltICM All ~-&cAPING, TO MINIMIZE WATER OVER 8PRAY ON IMPEJlM0U6 AJlEA6. ,) ne WATER &UPPL. Y FOR TWI6 6Y6TE1'1 &HALL. I!SE ~ A IMlGrATION WATER METEM . WITI-f ~ PD~'& A& ~ (8EE CRITERIA FOR 6l.JIDlDL. Y 1leG:IJ1N5MENT6, AND ne lEPGENP FOR I'1ETER 61ZE6. 8) WIGJ.I \IOI..TAGE POU.ER 8I.PPlY TO TI-E IMGATION c:ON'T'ROllER 6I-IAlL. I!SE Tf.IE 1le&P0N6le1LITY OF TWE GENERAL. CON1"IlUCTOR. TWE IMlGrATION CONTRACTOPt 6HAU. I!SE N56PClNe11!5L.E FOR 8I.PPlYINCi TI-E LOW VOlTAGE AND CGM1.NICATION Wl1le6 TO TIE CGlNT'ROL VAlVE6 AND FLOW I'1ETER tl) ~ WIRING 6HAU. _ RCUTEP WlTI-f TI-E MAINlINE Ul-lEN5VER fI066ll!!SlE. LOW - \IOI..TAGE WIRING SW-L ee LPI4 P'YC JAaCETEP,61NGlE CONPUCTOR CABLE, U8E ~ WIfliE6 FOR lwar- AND lIA-flTE ~ VAlVE CGiI'1'1ClN. WlIle6 6WAU. I!SE IN6TAllEP WITW APEGlJATE &lACK AND 8l.RiE11:XJDAN&ION LOOP6, AND SW-L _ &PL.ICEP CiNL.Y IN vAlVE 1!!SO><E6, U61NCi &PEA.- 1IPRJ-6P1.ICEI WIllIE CQIIJECTOM. 11>) All PlPINCi AND Wille PA661NCi LNPER PAVEP AIlEM 6HAU. _ 6lEEVEP WlTW ea.f o4lZ) PVC PIPE, 61ZED A MINtr1.t1 OF TWO NOMINAl 61ZE6 LARiER TWAN CONT AINEP PIPE. II) ANY PIPING 6I-fOUN aJT61PE TI-E fItlIDPERT 1 LINE oPt IlI.N-IING OUT6IPE A lANP6CAPE AJlEA 1& 6I-fOUN 'fI.EN: ~ CLARITY CiNL. Y. AllLlNE6 6WAllI!SE INeTAllEP ON TI-E ~RTY AND IN6IPE TWE LANP6CAPE AA:A&. 12) TI-E IN&TAllER 6HAU. _ E><PECTEP TO _ FAMILIAR WlTW AND FOllOW ne IN&T'flIIJCTIC1N6 CONT AINEP f.lEllelN, ON TWE PIltAWINGl6, IN ne CON&TRJCTION DET AI16, AND IN TI-E lIRTTEN &PECIFICATIG'lN6, &WOlD D A CQfi.ICT ee PI6COYEJIEP WITWIN Tf.IE POCt.t1ENT6, WE 6HAU. II1'1EPIATEl Y NOTIFY TI-E ~CT MANAGER AND IleQLE6T ClARIFICATION. 13) IN TI-E EVENT TWAT A lIElL 16 U8EP M ne WATER &oLR:E ne lANPecAPE CON'T'RACTOPt 6HAU. _ N56PClNe11!5L.E FOR OISTAINING WATER &AMJDL.E6 FIltICM TI-E UEU.. AT TWE I.ANP8CAPE CONTRACTOIlt8 E><PEN8E, f.IE eHALl WA\t'E A CERTFIEP lAe ANAL. Y%E Tf.IE WATER G:lJAL.ITY. ne LANP6CAPE CONTRACTOPt 6HAU. ~r-uJ'll:r TO TI-E lANPecAPE AIliIICf.IITECT oPt 0I.l.ttER'6 ~CT MANAGER. ANY POTENTiAl 166I.E6 TWAT MAY AA=ECT ne WEAL. TW OF TI-E PL.ANT MATERIAl oPt POTENTiAl &TAININCi TO 61PElLlAI..I<.& AND I!SUILDINGl6. N!PORTINCi 6HAU. OCCUR I!5EFON! ne &Y&TEM 16 IN OPERATION. FAIl.l.R! TO JleDORT 6HAU. A.ACE LIAI!5ILITY ON TI-E lANPecAPE CON'TRACTOR. RAINer.., NOrn E o.IART' ~ Ftadlue Fr.eure Flow epra~ NozzI. f't.. peT GFM rraJ epra~ Pat.~ 36". kc ':!I 41 I&F I2F IIIiZlF eF SF I&TQ 12TQ "'. "'- 1&' 12' I'" 8' &' ~ '" '" '" '" 3.1" 2.6" 1.&8 IJD& 111.1" 2.18 I.'!& ~- "'. 1&- "'- &. 21111- It<<; ~ 22&- It<<; ~ 1&' 12' '" '" I&TT I2TT 1&' 12' 3tD '" 2M 1.14 "'. "'. 18IZ'. kc - 1&14 I2W If')H 8W ~ "'. ~- 1&- "'- &- 1&' 12' "" 8' &' '" '" '" '" '" I_ 1.3tD .19 .&2 2" 13&-kc , I&T I2T IIIIT 8T &T I&Q 12Q Jf')Q 8Q &Q I&VAN I2vAN IttNAN 8VAN 6VAN 4vAN AN IRRIGATION DESIGN COMPANY 620 Shannon Road. ORLANDO. FLORIDA 32806 PHONE (407) 425-3485 FAX (407) 423-5241 Bob & Jason McElroy irrdesignecn. rr. com 1&' 12' "" 8' &' '" '" '" '" '" 1.23 ".81 1II.!;3 ".3& 111.13 "'- "'- )!;- "'. &- 912)- It<<; e' 12' "" 8' &' '" '" '" '" '" '" '" '" '" '" '" 111.92 111.6& 111.39 11126 111.1" "'- "'- 1&. "'. &- . _.u~ AdJ- It<<; 1&' 12' "" 8' 6' 4' "'- "'- 1&- "'. &- &- Verl_ Verl_ VerI. Verl_ verI. Veri. It , &t.rlpe - !&EST I&C&T I&&&T 9&&T "'- "'- 4xl& '" 4x3f'J '" .4x3f') '" caxl8 '" ".61 121 121 1.13 "'- "'- . ~ ~ ii ... b ~ II I: ..... ~ ~ o ..... a:: C\I ~ a:: al..J- w LL o S ~ co 0 o ...., v o o .. C\I ~@ Qi 5 en "0 ~ e a. a. <C c: o .(;) 'S; Q) 0:: s co o ~~4S~~~ S~~~_t'; co _ ~ _ o C\I ~ ... C\I C\I It) ~ ~ ~ Q) ~ ~ ::> ::> l:: E en en ...., ...., ~ ~ ...., ...., ~ ~ I:t .~ fi :I '< .. ~ ;e. .. >- a ~ ~.o 3 ~~~i~t 'S: .Q) ~ ~ 2 ~ ts ~ ~ ~ R <(000<( . o Z /./ Q) A~./ /' ----~ M ..,:r~ en 'MIC!l^EL J. URCHUK, RLA (J(J 6666675 . L 1" . ..... tn W .... o z c z <C tn ..J ~ W C Z o ~ " D2 It: - , S c . ::::) . a. w z o .... rn ~ ~ <C a. 'IIllt ~ o z Ii cc( u) aeii2 ciO ~~ III .. wtn zC) 02 tiii2 ~D. OI::tn ::0: u..W 01- o::~ ~~ 01:: o (.) w z T OWNER: DEVELOPER: CIVIL ENGINEER: LAND PLANNER: LANDSCAPE ARCHITECT: ARCHITECT: SURVEYOR: GEOTECHNICAL: UTILITIES: EL N LINCOLN COMM~RCIAL PROPERTIES, INC. 2648 WEST STAT~ ROAD 434, SUITE 8 LONGWOOD, FL 32779 (407) 322-3378 LYDERJOHNSON MORRISON HOMi:S 151 SOUTHHALL LANE, SUITE 200 MAITLAND, FL 32751 (407) 629-0077 BRIAN MARTIN CPH ENGINEERS, INC. 1117 EAST ROBINSON STREET, SUITE C ORLAND~ FLORIDA 32801 (407)42'S-u452 DAVID R. WEAVER, P .E. CPH ENGINEERS, INC. 1117 EAST ROBINSON STREET, SUITE C ORLANDO, FLORIDA 32801 (407) 425-0452 JAVIER E. OMANA CPH ENGINEERS, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 (407) 322-6841 MICHAEL J. URCHUK THE EVANS GROUP 1001 NORTH ORANGE AVENUE ORLANDO, FLORIDA 32801 (407) 650-8770 STEVE HOFFMAti DONALD W. MClfOSH ASSOCIATES, INC. 2200 PARK AVE UE NORTH WINTER PARK" ORIDA 32789 (407) 644-4068 JIMMY WALLAC, NODARSE & AS~OCIA TES, INC. 1675 LEE ROAD I WINTER PARK, F:LORIDA 32789 (407) 740-6110 JAY W. CASPER"P.E. PRELIMINARY PLANS FOR I TP T NE CITY OF VVINTER SPRINGS, FLORIDA FEBRUARY 13, 2004 CITY OF WINTER SPRINGS FLORIDA POWER CORP. SPRINT UNITED PROGRESS ENERGY BRIGHTHOUSE NETWORKS TECO/PEOPLES GAS CITY OF WINTER SPRINGS WATER AND SE,ER: POWER COMPA Y: TELEPHONE CO. PANY: ELECTRIC: CABLE: l GAS: FIRE PROTECTI9N: 1 , PREPARED FOR: MORRISON HOMES REVISED JUNE 22, 2004 .01.01_ CREIK PAlIK LAKIE .."UP VICINITY MAP N.T.S. LEGAL DESCRIPTION Tracts A, Band C. PARKS TONE UNIT 1, according to the plat thereof, as recorded in Plat Book 56, Pages 17 through 21, of the Public Records of Seminole County, Florida. Together with an Access and Utility Easement, as set forth and described in that certain document recorded on December 18, 1998. in Official Records Book 3556, Page 1777, Seminole County, Florida. (Not surveyed) Together with a Non-exclusive Easement and Agreement for Drainage and Utilities, as set forth and described in that certain document recorded on January 29, 1999, in Official Records Book 3582. Page 2008, Seminole County, Florida. (Not surveyed)(Not plottable) Together with a permanent Ingress and Egress Easement and Agreement, as set forth and described in that certain document recorded on January 27, 1999, in Official Records Book 3582. Page 2021, Seminole Count)', Florida. (Not surveyed) -NOTICE. 'IllS lET OIF PLANS IS NOT VAUD FOR CClNS1RUC1ICIN PURPOSES WI1HClUT IEING ITMI'ED -APPIlCMI) FOR CClNS1RUC1ICIN BY CPH DIClIURI. INC.- PLANS1I1HDUT 1tIS ITMII .. GMN Fat ~1IClNAL PUFOIES ClLY. 1HE SIZE OIF 1HDI PUNS MAY HAW: IEDI SUllm.Y ALlEE) BY IEPROIlUC'IION PRe- f-ol. 1tIS IiIJST . 00NSaIIED lIEN ICAI.INQ Nft REPRClIlUCED PLANS FOR 1tE IUPClIE OIF COLLEC1IIO DATA. SHEET INDEX 1 2 3 4 COVER SHEET PRELIMINARY DEVELOPMENT PLAN PRELIMINARY DRAINAGE PLAN PRELIMINARY UTILITY PLAN NAME DATE NO. JHI 02 04 1 NNN 02 04 DRW 02 04 2 DAVID R. WEAVER PE 02 04 NO.: 38867 PPROVED DRW SCALE: NONE DATE: FEB.. 2004 JOB NO.: L1214 FILE: L 1214-COVER DRW REC~", "-~ VEt> JUL 1 B 200~ : CITYOFVvlNirl"'PRIN I.. Cunen{ ',J'I' 1, ~. GS , i..Jrinmg ~,(.II~ l/lrftf SHEEl' NO. " 1 H tU! I I ! MM~, I Iii i I'i I Ii i ,. I , :1 J,8(Y , I i 1,1 i _ " 30' I ! .'. . . 10' WALL & LANDSCAPE ESM'T. C/'( J' Ii. ' '. i ",' I I .,. '~ ~ Q C'ol,.....B (I) t::~~Qll! ~~~~~ ~~~fi1M rJ188~~ ~~~ ~ ~ Q ~ .- 1;;-: ~ I cl ! ~ I 1111 ~ I1II ~ Iii I ".'j, I, " ~ :1 ~ I'i I' :1 "1" Iii "" :1 MATCH EXISTING - ..... CURB & GUTTER '.VAl.i. /,,\;' I I : ',>I\(] :;,"'12C " '" PROPOSED 14' CROSS SEMINOLE\ TRAIL NORTH . .__,_ '_.'_n'_'___ . . .- -... ..,^,,"'" ".-. i I i I [ : [ I, r " ~ [ a [ ~ [ ~. r ~ 'a [ Ii ! 1 I [ I ! ! [ [ :1 i I: I' : 3U [ .; ! I I I Ii i iJ ;>-1 ,) t;; ca Q II ~~ en~ I ;: ~ I ~Q:: f~ ~ Q::m 15' I "WI! - ... ....... ~ II ~".$> 86 85 ~~ "084 '<0, ,. I .......-- e r)- / R18' YL /I'r/ '1'\ "'=pIi N 83'54'55" E 20' 15' 40 ;; 0 1 I ~79 82 12' 12' 1 I 1 II! 1m 1 I ~ 81 ~ a n 80 I I -.]\ .1 3Y~ 15' ~ I (31 @ g .,.~; - -!Ii: N I~- ~ - ... ~ ~I 111111111- I a (j 1 I ' 60.00' ~56 ;~ 0 ("' ~: 54 53 52 ~1~ ~ ~ 60.00' en 1 Ii 1 .. ~ I I~V I~I 1 1 ~ ~47 1 I 50 I n ~ a ~ a .J ~ ~ la 49 ~24 I I 12' 12' ... 48 15' 20' . tf4:. 40' R18'-0~ ~;, ~, ~ = ~,On)iHr S 83"Zli5' W 58JJO'~ L R18' c>" ~,12: 110' 7.:.~~ - / #\ ~ h ~ II ..., ~ l:l ~ - -;;;;; I :.r. 1>< 60.00' - IXF MAIL KlO It 1 1 CABANA ~23 15' I~=~ r- .. I": PARKSTONE UNIT 1 (PS 56. PGS 17-21) RECORDED 8/1911999 ZONED:PUD LAND USE: LOW DE~SITY RESIDENTIAL \. ! (Xi ,I' .' )~';;'-->,1~: t,.i i ;.', N83054'55-E 653.70' I _ _ . .....,..... I,.. ",., ."O~"~' ".""''''''''. ...".O",.~,",""" """,.... - n n n n n 15', 1-- n 160.00' 89 90 91 92 93 ~ ~94 -::'- - . n ~>:,' . LorE:,J _. ..... n 95 96 i I~', -~, n 160.00' 97 160.00' @ I r LIGHT I LE LOCATIO (TYP.) 1/ 160.00' - - ~ - - .... ~~ N 83'54'55" E ~- ~ B - r 4' CONC. SIDEWALK (TYP.) ~ - ~~ - - RL'ZB, YC RC 16' TYP. 160.00' 78 76 75 74 ~ ~73 77 U U U 160.00' U @ U 15' TYt.. J U n n n n n n 160.00' 57 58 59 60 61 ~ ~62 160,00' @ .... n - / 380,73' - TYPE "F" CURB & GUTTER _ .PERFooT INDEX~. 3OO~~, _ _ E 72 n 63 ... - I- .I~~1! EE~ BAY TE. RR ~CE. FJ"'r.l!~ f(i![ I (. IrrT T N 83'54'55" E 4' CONe, SIDEWALK (TYP.)" -- - I- L ~HT POL LOCA 160.00' 46 45 43 42 ~ ~41 44 -LJ U 160.00' LJ @ l.:J U 160,00' li-J I I nl I I 2~ i $ @ (~RJ. ~ BJ\ y ( IRC...E n n n n ,.S.5:.,TYP. 29 ~ ~30 25 26 28 160,00' ~ ~ .1 - I- I II NI _ N 83"54'1=-- _ - ~ 4'CONC.SIDEWALK(TYP,)""", '\1 r.:/ ~ ~- .- III I I.'I! - ~ I -I I 20 ~ i i I I I 11'\ I- ~ 15' 16' TYP. 120.00' 120.00' ~ 19 18 17 22 21 160.00' 71 U 160.00' U 70 U n 65 - - 444.73' J - TYPE"P CURB & GUTTER -' PER FOOT INDEX NO. 300 (TYP,) :(TYPll 40 LJ n 31 n 160,00' 64 160.00' 180.00' 39 LJ 160.00' "D - - 38 LJ n I I 3p - - 412,73' j TYPE "F" CURB & GUTTER-=:? - PER FOOT INDEX NO, 300 (TYP.) I II .1 I" - - 16 ~ n 180.00' 32 160.00' 15' ~ 15 120.00' o LJ . .. , I,'"," ,12000' L..:.J!V\L1 U r- \ L.. L_ o 'L.J" U U - - - - .K __ ...... - - - - ;.....,;......... "--- U ; ';IIi u llj .. LJU ,:,'. '... -:;.. ,;i' '..1';; " L I, ",;f... j~, 1,.. (,' i :-' - - /\( :::~s H Vfj iffL: I l' ...:;'0 e;\L;, '.' ) CROSSWALK STRIPING PER FOOT INDEX NO. 17346 DRIVEWAY CONNECTION PREVIOUSLY PERMITTED FOOT PERMIT 1Ill8A593-18 OBTAINED BY DONALD W, MclNTOSH ASSOCIATES, INC. (407) 644-4068 '-';SE/\ iL"') 1 ,-I \ ._ _ i S83054'55-W 505.62' -- - ~ ",on", ""'" coc....... METAL FENCE TO REMAIN INSTALL PEDESTRIAN GATE AT FENCE AND EXTEND PROPOSED 4' SIDEWALK TO MATCH PROPOSED CROSS SEMINOLE TRAIL "~i' (("j!\,'~\..;i!'i;: ';'1 (';i{--/;, ,", ; ,'. r ;' ,,~i ,;j ~:'- ! ,""J~~!. 1 ,J !:I" ,1": :.::~ 1','; ) ,....\,[ ,I."; STATE ROAD NO. 434 124'R/W . 1120.00' I 1~ I 1120.00' ILJ ~- - 69 n 66 37 n 34 .\ I 1'\ 13 ..1;, '\ "-( ',. '~,~~",;"..O;. . "\/'::'>.~, >, :-.\1 ',.. ......c Ct j~":l '*~_~~~'; -: \-","< '_ ! n 98 U @ U ..... RELOCATE EXISTING SIGN ALL LANDSCAPING SHAlL BE ! RETURNED TO ORIGNAL CONDITION n 67 ~ICCl: @ 36 ~ LJ @ LJ 1 ~t~ ;,~,.(7~:,~~'~"'OL,:.It,L": ~ ~ rl ,.~ . I 6 -1.' ;::.j - ,,'c .w__ - ei!:oo- -- 1:- 0.," P,",.M,m IF'\f11!ii l'iii'.f=23 7? - ,,,,-' I . . eel.DO' j/ 20' Zl ' iNI F?Ii\1<!3,8I,/ ' 12' 12' j.J\/=...1b is"FiGf) 35 ~ @ 15' ~ ~/ /Ii ~~ ~~"'^"" r ~;;ri: ). I :,i.. ~ jg a 9 12 ~ LJ .u - - - -....- o - , _.,;:,; .....,..-.""'"-. IU1.i:" i i; iiVV~2 .9:j .if ~I ' ...~ \ I -:~:. ....... ..... SI"JE BENCH iVliih';< I CiA,.if":"': F(fj,;'-i:::2;.~,C'1 \ Fur.:'" :')F" rEF~ LL~lv" ::- 25.,,:':~7 Tori C:i: ~/i-'/:; 7 E:'f?,-;:2 f ,66 r,;(:~D LB #6e: iN CLINe \iV/ii !3o'~"ro",1 u; STFWCTUr-.:E~"'.j ~\ ' if.. ,." e Q Ck: ~ UJ :5 g~ UJ. 2=0 OCO ~ ~ Ck: ~ !;'f' 'J,{ ! ','I: r\..) :",3'rt(~' r.J/F}[ $ ffi ... Q ~~~ ~ ~t~~~ ~ ~... " ~ ga..515l~ rJ~~~~ ;:~o .... a: IU .. a:: m :) ~ " . ,.... " , ) ,,'il':":'> ;~!2~--'t:,1"'1 ,','. ;,r,'(IT'<,.; "''"'1 I-~... :z ..:. Cll o~ LlJ" :)...... LlJ(I)'" !/) ZClQCS:) OILll!LlJQ ~18a:~~ I ~8~ a: ~ .. '';; ,,";' ! ~:, ",l: f'~JEN}~ ..., " ""~'~<, .,. i LIGHT DETAIL NTS STREET LIGHTS TO MATCH LIGHTING IN PARKSTONE PO ACORN HEAD WITH FLUTTED ALUM. POLE SITE DATA ParcellD Number: 35-20-30-5PH-OCOO-0000 35-20-30-5PH-OAOO-0000 35-20-30-5PH-OBOO-OOOO Total Site Area: 12.00 AC. Existing Future Land Use: Medium Density Residential, Adopted January 12, 2004 by Ordinance 2003-35. Proposed Future Land Use: Planned Development (Land Use Amendment is being processed at this time) Existing Zoning: PUD: Planned Unit Development, Adopted Sept. 25, 1995 Proposed Zoning: PUD: Planned Unit Development (No Change) Existing Use: Vacant Proposed Use: Townhomes Approved Maximum Density (per 1997 Amendment to the Master Plan): 180 units (14.9 units per Acre) Proposed Density: 104 units (8.7 units per acre) per Medium Density Residential Future Land Use (maximum 9 units per acre) Project Impacts: Water (350 GPD/DU x 104 DU) = 36,400 GPD Sanitary Sewer (300 GPD/DU x 104 DU) = 31,200 GPD Solid Waste (2.3 #/day/person) = 837 #/day School (0.526 students/DU) x 104 DU = 55 students Traffic: (ITE Manual 230 (Townhouse): 5.86 ADT/DU x 104 DU) = 609 ADT Water, sanitary sewer and solid waste disposal services will be provided by The City of Winter Springs. A 12" water main and an 6" force main are located in the Right of Way of Parkstone Blvd. The developer commits to extend these utilities from their location at time of construction to the subject site. Fire flow shall be provided at 500 gpm @ 20 psi Project to be constructed in one phase. All stormwater shall tie into the existing Parkstone PUD stormwater system. Right-of-ways and common open spaces will be owned and maintained by The Landings at Parkstone Homeowner's Association, with an easement to The City of Winter Springs. A legal instrument will be created providing for management of these areas. Development Criteria Minimum Lot Size: 3,000 sq. ft. Minimum Lot Width (at building line): 30 ft. Minimum Dwelling Size: 1,200 sq. ft. Building Setbacks: Front Yard = 20 ft. Side Yard (interior) = 7.5 ft. Side Yard (street side) = 15 ft. Rear Yard = 20 ft. PUD Perimeter = 35 ft. Maximum Building Height: 35 ft Parking: 2 spaces per one bedroom unit, 2.5 spaces per two or more bedroom units (Townhome driveways and garages may be utilized to satisfy this requirement Land Use Summary - Townhome Lots: (including perimeter wallllandscape easements) Right of Way: Recreation: Total Acreage: Total Units: Density: 9.25 ac. 2.52 ac. 0.23 ac. 12.00 ac. 104 U 8.7 Ulac. GENERAL SITE NOTES 1. WATER AND SEWER SERVICE SHAll BE PROVIDED BY THE CITY OF WINTER SPRINGS. 2. THERE ARE NO EXISTING STRUCTURES LOCATED ON THE TRACT. ~ :!! M ..... 3. RECORDS FROM THE USDA SOIL CONSERVATION INDICATE THAT THE PREDOMINATE SOIL FOR THIS SITE IS BASSINGER FINE SAND (9)(BID) AND ST. JOHNS FINE SAND (29)(B/O). 4. THERE ARE NO NATURAL FEATURES LOCATED ON THIS TRACT. ::r:i 5. THERE ARE NO PROPOSED PUBLIC IMPROVEMENTS PlANNED FOR FUTURE CONSIDERATION ON OR NEAR THE TRACT. 6. THERE ARE NO WETLANDS LOCATED ON THIS TRACT. 7. THIS PROPERTY LIES IN FLOOD ZONE -X", ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 12117C0135 E, DATED APRIL 17, 1995. 8. ALL UNITS SHALL BE INDIVIDUALLY METERED FOR ELECTRICITY AND WATER SERVICE. NO METER BANKS WIU BE PERMITTED. ;j."J ,.>',;; p;;,(#~ ?/tJjI ,. ~ .... J:: I:! ~ ~Eo.l ~ ~Q~ ~ ~ ~i ... l::l' ~ 0> '5 =S(l)~~! to. ;: to. . -=r:: Q ~ ~ ~f!~~t~~~ ~i:!~~.E;:o .~ I:! 1 e ~... ~ ~ I:! ~ l::l ;:t r~ boo~ ~ ~-~U)"'I:!N~ ~~~ II ~fI') .::: " ~..l~ ~!j II '\f Q, . a,!: a (I) ~ I)]S! b L() II ~ o N >- ~ 0.. a::: N Cl ~~C/) a::: lD w LL Q) - co Cl '''It o o N @ I PROPOSED 15' DRAINAGE EAS1MENT ~ ~ \....- i 'c"'""~""" I . ,...... .. ''\''''-T .." r..,~ , :.-C:...._ ... '-.:..L"S.. ~(~;~>; \_. \ \ ~ \ \ .~ \ \ ~88 87 0 \ a \ ~, \ ~, \, ; ! ,/J = 3 3 0 4 -s-.'...lJ6 -/ / > , i :\ // R=115.00' I ; -r. '\. / '. /('>;67.68' i , s: 'X '{..CS~51035'33..w I '\, \ v I T : · ~""i. \ . "'rn ,'~ 'I{~;(j,(.,'" \\\,Y'/i II ". .....,,'\ \ <,.I"i.i'-\"'-''i f~j :,,/.,., \\ '., -J .1\ \\ \"'" \" ',l i ,/ \\ 1 "< \ \ !\ \," "", '1, '\ }. \..~, i \,::\., " 1\\ " '''y;'r ; " _ ",," " r ,.......,... ,~" -." , ~ fROPQ$ED2O' UTILITY J ...,..., ,\~.&~E~~~<,' \1 . /'0.. \" >('\~,'l'" '''"'' " 'I\.r 1\ . ~ ~ ..~~ ~ '" ~{...,:,->.... i , -~'~,' ",,,.... . -<;,\^",,,,,, ,,- ~ "" 'i :i~,~ I ......:::::~ ~ ~;J')' ,.< , _ '0 ,'~,>,;;;:~ I / --7' i,~,.~\ i,~'6 20 20', :1 V'" ',', / /' ~ '. '. ..;:~g;;';' ': i R=25.00', ' 99 ~ / ./~'" / .... _' C '';i~... !\L=2~'f!!" ',' f6\ ,,' y 60.00' (;;\,5 D"~.'; " IJ~=~: j... \ /:( , \.V , , 100 \.:!) 11 A '/0/' / \~',.. I, , - '/ / a-~- 1"'- .-..- ...'",....__,"07",.~ I I ~ ~~F "< I~ i~~ , " 'J(r I ....... \ .. !,' q ~ / b t II,!{H" II 101 ,(X j (I,.: "T \ ,.;~\ ;; 102 ;;tJ("l/)fi!T" ,.i', ~ ~~ \ \~\ a a ~ j, :1 II I .L .1" i lq b IbIl. ;-, I.: i : I .' IEtf ti ~l '.:' I . , I 1/",/."'\ l, ' ,. ba ~! 103 ", ,~.' II : I "''' ~ 12' I 12' . I . '. __,...SlDI V', 68 ~ : I 1 rEXIS~ING;;'~;;~' ~'/"" ' ~ ~ I ~~ ~."" Ii ~ 104 . l/ ~ ~L,ljr'---"'" r:: !c~. j , I -~~ (/)i"' .. ~ f<l\'::"'_' . .~ ~ ';~i " ~^;Ii"q,; . ~7 "'~fi\ ,Lrl. \AJI m ......'. - '~h.\' -- .,. __ ' .. 'I" I j\~ .~ Rl8' ~./... - ~~83'54'~.'W.....,./ i.~" -1:.,..,.I.::'~....t:Al....I. ".,.....'...;'.......< .... ~~~~~:;I~~g~~H PR ~ -'" ~ .. 140,05':-;......iI:: -' """':"rSf;#!J"I'; EXISTING PAVEMENT Bye HERS~ ~81 ~~ij :~ ~i:'-I:,{5 .,~1=~'\..=, ~MO...'TIr}.....'OCA~EXISTINGLlGHTPOLES !II IE ]' :;, ~ '!lI' ~.(BVO I) , ~ :Jj ,(IV~ ell'~ 1 tV i ' I( I = 'i ~ _ k."II - RE~O flO' SECTION OF = 83'53'03'E" ~ 140.0T:I ;~ = .Y,/': I ' ~TI Q;~~~~EW _ ~.> ~ ~ I ~A". \7 CROSSW ,pIPING I"'t ~.)< ....FOOT ~NO. ,,,., 111111111 -rm _ ~I' . ;v . ~\;. = .!: ;;t/ \.. FOOT DIRECTIONAL ARROW V : ~;31 .' ,~ : -, .~Q..YE. EXISTI!'lG lsl~ 2ft PERFDOTINDEXNO,17348/\ r..40.l ,~i",~ l-tV~AY. 4l.@60'00'f6\ f\ ~ I ~ J~, ~ ~TiCJi ~ISTING - - ~~ C ~ ~ 1 PR~ o.~ :'i'" 1~ S:" I) \il. CROSSWALK STRIPING ~ _ -.. ';;;;"; .,,, ~~ ' l,;r I , PER FOOT INDEX NO, 1~_346 . ~~ ") I ;:::. ] 111 I ; 11.\1 !. ~~~T:~ 24'STOPBAR(TYP.)-. = R18' ~ 2 ~ c, '.' I., '.. IN~'NOf.~7346 , TI~ ~Jl ,I !i h \1 :i - - @ ~ @\ ;' ~ 3 ] g ..~.''1\",''~III; !~. It . . liT., y' 'f!""'! ~ I~ ~ 4c,,;wID '::1' II;Jl>'i i' i ~ !L'J.i! '.1 ('(1 1m r,: II ~;~/ ! tJ I! \i \ ~; II I, ,) " l\ , . = 23i lrrlLlTY' : I~\ ~~ I t i;;rrr II ~i {.I "" \ ~ ~tC~EXISt~G i/\~ J.t cre & G~ ,"- ~-j, i ~ ~of:~'~ j;1"'~1 ;>k': :;'d MATCH ~~~~..i,... .,. '" , l< 0 X.n ~~.~'" I . f EXlSI1NG_.><... ./ '~1l' ;,)'~~ ~AY I 1 ' ..,>1' ~""PR~15' . ',' WA~'E~MENT I : ~'~ /r,r,\ MATCHEXI ~l 4JT~ )f'~' ~ 1 i ~ ill \ 8 SIDEWAU< '. 1\' .i:' II I .1 \, :\-;.v.TCIJEXlSTI~! hi" ,". \.1 ~REt.I..~GUTTERI.1 WI '(~' j lli: II'" ... ~ I ,I · : \ 2fY ITILrMl EASEMEtfr a I ll'! \\!\ /I J :\ \ III II ~'JJf\ J ! I I :i\...-- EXlSTI~ BRICK ~UMN ANP r'1..(lJ R" '-') " 15" ,I \ lo1ETALfl:NCE TOREMAlN II \,,1;; p/l-",,', ;:' 1; I ij - TI I i ;. / ... 1\ = 8 ~ _f 1 "OR" :! I t \" I " , .... ~ {u, 'I I. \ \ \ j. ~ ... I 1(' 1 l, J.~ >"'1 -'\ \ \ \ " , ,:,;,' I" ,,' \Nc'tr.,.., 'i\'\l~)\ " .;; ,or,i':~ J'J',J f5' ".,,':: \ \ "'\.- ' 60.00' ~ /". .36'" \ ': ':" ' _ - .:.- ~,<,; 1\ '. " ).) \ 'i. ; _ - ;;;;'E-;:;5'- .' / j \^, .{ i 1\ "i: ' "k""-~GE~M~--::::>~t;-:-Or: T.J II . . I C...::. - - - ,\\ U : ., '4' ___ --- : m_._n \ \ tI i, _:~_ .'~"~ ~",." ~ .......~r:-~ -- -- S8;O~'~~"W"" L' . 1 ~1'CJllr;~~:T.'~" ',' ~i.' --. _.....a-' ,"HJ",! - ~ t.t. j I i j,\ ~~:'~ 209.43' {lIES 11''''V'2/.' ~ J j \1 1rl .. I I \ Y / II I : \ /\./ ! j ; ~,/ )f /,/ ! Ii I 1/ I /,/\);:,C !CliJ"'.J '_'_.'-.~_' /,( ilLBi.i;;' ~~.-='_~::~ :;?,,~,<./ L_ ivIES - ..... ~ co () CI) o Z .0 Qj ~ LL "0 Q) > o ~ Q. Q. <( ~ ~ -- -- :g: :g: L() ('f) Cl Cl W W ~ ~ Cl Cl CI) CI) C ~ ~ 0 z z '(i) W W 'S; :2 :2 Q) :2:2~ o 0 o 0 ~ ~ o 0 a::: a::: W LU 0.. 0.. Cl Cl W W CI) CI) > > W LU a::: a::: e e ~ N N co ~ ~ Cl <0 '''It ~~<a<a<a~ ~~~~~ co __ __ __ __ Cl N N N N Lt"} .... ~ c Z Ii: C .:: ~ .. .~ .s ;:: <l( 'S- ~~~ "0 ... i ~ t 13 e u Q) Q. .c Q. o <( Q) z ~ ~ ~ J: Z a::: a::: z ..., z Cl Cl ~ "0 >. Q) .0 ~ C 'S; ~ :-()- .~ co Q) ~ <( Cl Cl z <C ...J a.. .- z w :E a.. o ...J W > W C >- 0::: <C z - ::E - ...J W 0::: a.. w z o I- UJ ~ 0:: e( Q. l- e( UJ C) Z - C Z e( ..J W J: I- .. UJ C) Z - 0:: Q. UJ 0:: w I- Z - 3: " ! ! 6000' " i ~ 't4' r i ,.,_'~[" '''~'''''--'51~ w . .1' I I ;..~t : :<< ~ W1~/S L_ f Y '\ , J'" ." \, "E /1/. f .iID.'.lt I),~\ II r~;:;~~..f-. J.D ..0""" . //"', i l~ \': ~'''/ ",>,', '. ~~~~~~1i?,iUlll~~II.,lml~:~~.~~~l..._._' .- ... wI CHAIN & LOCK (LOCK TO BE PROVIDED BY CITY) e( C - 0:: o ..J LL o i~ .c en H .. l ~ " " :.) /, r~, i .I~. ", ' ;-;-J:. I /', .." ~. '1 (' :.: ;2 : UJ , , " '! ::: t: c, lJ. 'j \"'J ), ..~- . I (iT ,d'L1 ,'I' fl. j"- 1':'1.,' f \.~'...\c I. ,~,' ) L..' ",- -\, ..'~ Lf)J /f PROPOSED 15' --;-\ I 1 J_ __ :~;,r' ',,' ~~,i".~: - 1\ \:~ 26.0 'i I ~ j~1 \ \ \ \ 8~~)~~ " ~~ 85~ <c <<. 26.8 'I i~1: '".' I J~ B ,N I..: I (-4") 50 F.F.29.07 i '_ i i 'J~. ".-', ! I [ '" '," !1~1, r LL..!::- .....(1. " O'J t:j" I~~[ i ," S-1 8Z S-1 , 'K :':"; ....,..{~ 0') , n Ff1t~' -' (-6") '\. 78 F.F.28.3O '(-3"} n ri ," . , / \ , LJ 47 46 ........ F.F.27.75 F.F.28.08 '......... (-4") (-4.) I '-@>' u,u ~ " ~> ~'~" "~> :.,<:<~ .,',.,.,.,.".... " I ',,~,. >'. "<_il,., '*' ''''i!fu'L .,';~~ " ,.~ /, '.-"......:"-. . ,/~:/, /,.' .. . 7c~7:> ' ,. I ..'.,,~ , . .;,..r -1 '2a:e2 ~ ..-'" ".:,,-'- '""" , ~.:...'''' . PARKSTONE UNIT 1 (PB 56. PGS 17-21) RECORDED 8/19/1999 ZONED:PUD LAND USE: LOW DE~SITY RESIDENTIAL I '" (, , I. ~ '~:'>;,'_-.~. r 1.25' ...,,',' .'" ...'2...,....,. ,<<. ' I .,- /rv ,. '-,s.t / ./., ~I '" '- H.P. ij 26.70 .~ 26. , \ \r ...", ,~' ,.,~ '~-:3.3' "1: .:: \ , '..' r~~- "j 15.lJ{:/ ,", ; I;" I ' , i /:'~_W~ : ! , 2'21.31.25%' ~:,: 1'2~~x..';-=-_.".- ,;,;~;..",,:c ~.,.);";H:;;:;;J;,il'. ", ,'C_'" .. '. "-''t'TI r''l7.9 ':::I-i", - "";:"uu n .... :i=i~~"";~.~ ---- '-... " ....---'X..8 / ~ ~--, ::'~65: -FN~ ' I ~/ ~ / (-3") (-3'Q ~ ~ '" ~ ~ ....'yo ~ rxr:3O ~ . IX) // 7 12i.90 /~ V / ! '/' ~ '/Zii; :,6.~ IJ"'" ( 26 _.o- j ..',...~ "..,... ' : -../ , l, j ,', ,", ,~. ., !\;'L' ,,)-,' ~;.) L: tI" : ~ ... .c,.,.._.,,','... " .1.25%25:", fi-':' n , '\., r;\j) 1/ !Ij 79 F.F.28.05 (-3") 90 91 92 F.F.28.3O F.F.28.80 F.F.28.3O (-6") (-6") ~ j 94 95 96 ( 97 F.F.27.9O F.F.28.4O F.F. 28.J~ F.F.27.9O (-6") (-3") ~" (-3") '-, ~ .,' 7 0.32% ~ _\iJi5 - >.II I 93 F.F.27.80 (-6") ~ ==" 27.30~ ~ ' ~~ Ei' .. ~ \ 1126.2Ci ~ -I-- -- ~( 2m 26.00 , -~ ~ ~ ('II Gi 102 ..J I I LJ /26.5 7 '" ''''...., - - - ~ ,'6 0.30% \ v - --- "-@- ~~RL t~y 2'1lO J.::::;.: 26.2~/J ~ - - CL~: ~~ 73 72 71 70 69 68 F.F.28.oo F.F.28.oo F.F.28.oo F.F.26.oo F.F.28.oo F.F.28.oo " 77 F'.f. 28.55 ,\3") \ 76 75 74 F.F.28.80 F.F.28.80 F.F.28.3O , ?-^; ~J 11:", q (-6-) \0- \ 1.25'% u " n 'M-~', n I J I 59! ,~.~. 28r \ 56 57 58 F.F.28.05 F.F.28.3O F.F.28.55 (-3.) (~3~) (-3.) J... ';1 127.55 oIfQ 26.8 ~ i. - 0~ 26.62 2r.5O f"2.U2 - - ';I"" 26.8':; a - 0.30% _J ~.- - " ^ ]':;,9 .. .);~ . I I @/ u /2IT LJ LJ /27.5 u D u !Ij" '2725",~ , - S-4 -- u 1.25% 1.25% ~ ~ 26.6 n ~\ n n n n n 1/ ~ I (f:r 2'f.6O \' ^, l n 60 61 F.F.28.80 F.F.28.55 x" (-3.) ~ / 28.1 62 63 F.F.28.60 F.F.28.27 (-4") /. 64 F.F.27.94 (-4") .,. j ~ .... \ . lr21.5 - ,., CANEEL BA Y TERRACE ~ 27.30 '21.5 25'1 )( 25:, ;>; ',"'I, 45 F.F.28.41 (-4") 44 43 F.F.28.74 F.F.29.07 (-4") (-4") 42 F.F.29.40 ~~ 41 40 39 F.F.29.4O F.F.28.98 F.F.28.57 (-5.) (-5.) 38 F.F.28.15 (-5") 37 F.F.27.73 (-5") u 1.25% --- n n ;.; )57 I 27 F.F. 2~i74 (-4." - ., 1- ~. "J-mio. IJI _..'--~ -me ) v:8 \ ~ 20 Il "~~,--.::': ::: ~::' :', ~~.'- ~.."~',~~~... "",:::.;:" . ,'; ....... 2?-............" .~ ..~.=.._..._.. ,., ,,' ,~.., ":~',^',~ ~i ,,"j", '::' "'.' ,:'t' 1;': "J,,; , /',i, , ,.,J): e f /u ;/\$" ,~' !.'. /" j.~ 'l~~t...p) lrJ , u u LJ LJ LJ LJ LJ 1.38% n n 1"2rr n ~ n n n I >c J59 )( 251" I )( ~I; ~.,}.{' 28 29 F.F.29.07 F.F.29.40 (-4") ~j , I 33 F.F. ?8.41 (1.) 30 31 32 F.F.29.40 F.F.29.07 F.F.28.74 (-4') (-4") I 1 ! II. I vm - . I I - '"' . 0.42% II x .' , - "--I::!.f.. 27.52 III I " III III - - t7'EA'- - Ir-'" -- 27.5 (RU... M) CI 'rJCL r: ~ 27.5 .... /' 27.8 ~)5..~1 'J{ //:., / , ~. ~"'''''''''' '\ \ ~)> \, 8 17 F .,f.U V. 28.10 '\''-", j 15 14 16 19 j j' ! ;~ L. ,;; r::',' ip ': i .\\ j ,10; " ,',.co ", .: '. '>'1',..'; . .. ,,~!,.. . - ::".:..' ~)> STATE ROAD NO, 434 124'R/W ,.: :.J; L (> ~'1'A (F? T;): (}, . /(;.,T.~:}.:.~<! l,rlJ ~.. E:\/ ~..- 25. .J / ;\!i";.l) LB tF;.;81N \~':~.rl\\'": t'~" .~_,r\ fl;,)'; t L.:F S7'RUC-r [}h~~. " . a 0:: ~ LU -J ::) g~ LU- ~O oCX) t-:- ~ a:: ~ ,,', .'.. .. , , . . '\ '\. :, ' : , I ,'!'-i ~I' i , ;./t (;t)f<Ei , , '1 I I \ .\' :\ " ;-'. ' " ...., , ,:' " AD'nC FIr',; ) '; 'L,.:\STiC PiF':'(.J ': '!,'Cr') </ei ';fC) , --,VC) '.I .2,:},{iG /\.;~3'T'\tC) '." ;thji)vC:) '", L( ,'>j ':~... ' . '" " '.II <- ;1 f~ \, c:' '^~. .. ., -2, ., J, ,', " ;'1"' 'f,':l ,\l I\';.,}.:',\';;.., < ,'~':\/:..::-J l rF: , . ":/~:: ! I ~j~'; '.:'::'1 j ,,'.~l'~' i:i (L\ .!:\"}.~:')',. , . ;.,.I\,/ C;' 1:~ i ,J'; I ~ '"..: f ' , .- , ) ~" t'.j ;... 1...' C'i ') .-, ':J ~ ~ ~ f~"~: ": ;"~ ft *' ,', :,,\S;- iC P;f<Jt:) ::. t~:E;:k; 1".7 .<\ PROPOSED STORM SEWER SCHEDULE '. ~ j ~ TYPE C INLET, FOOT INDEX NO. 232 TOP ELEV. 26.53 N. F.L. 22.50 S. F.L. 22.50 STUB OUT 10 L.F. - 12. ADS FOR CLUBHOUSE USEAGE . ...... <2> 192 L.F. -15" RCP@ 0.65% "''''i @) TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.53 W. F.L. 22.00 <E:> 28 L.F. - 15" RCP @ 2.78% (2) TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.53 S. FL. 21.25 N. FL. 20.75 E. FL. 21.25 @) 230 L.F. - 24" RCP@ 0.33% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.37 NW. F.L. 22.00 (]y 45 L.F. - 15" RCP @ 2.78% <E:> TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.53 S. FL. 20.00 N. FL. 20.00 E. FL. 20.75 ~ 119 L.F. - 24" RCP@0.63% (fTI> 4' STORM MANHOLE, FOOT INDEX NO. 201 TOP ELEV. 26.54 S. FL. 19.25 E. FL. 19.25 ~ 12. NYLOPLAST-ADS INLlNE DRAIN TOP ELEV. 26.00 E. F.L. 23.00 @)> 104 L.F. -12" N-12 ADS@ 1.44% ~ 12. NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 26.50 W. F.L. 21.50 S.E.. F.L. 21.50 ~ 115 L.F. - 12" N-12 ADS @ 2.05% ~ INSERTATEE (SEE DETAIL, SHT.10) INV.19.14 €!> 233 L.F. - 24" RCP @0.22% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.13 N.E. F.L. 22.00 ~ 28 L.F. -15" RCP@ 1.79% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.13 S.W. FL. 21.50 W. FL. 18.75 E. FL. 18.75 ~ 205 L.F. - 24" RCP @ 0.85% <fE> TYPE 6 INLET. FOOT INDEX NO. 211 TOP ELEV. 26.13 E. FL. 22.00 ~ 28L.F.-15"RCP@0.89% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.13 W. FL. 21.75 N. FL. 21.75 ~ 236 L.F. - 18" RCP @ 0.32% ~ TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 28.48 E. FL. 22.00 ~ 28 L.F. - 15. RCP @ 3.70% @!> TYPE 6 INLET, FOOT INDEX NO. 211 TOP ELEV. 26.48 S. FL. 20.75 W. FL. 21.00 N. FL. 20.75 ~ 109 L.F. -18" RCP @ 0.69% ~ 4' STORM MANHOLE, FOOT INDEX NO. 201 TOP ELEV. 26.50 W. FL. 17.00 S. FL. 20.00 N.E. FL. 16.50 ~ 103 L.F. - 36" RCP@0.73% @3) TYPE C INLET, FOOT INDEX 232 wI J BOTTOM TOP ELEV. 25.00 S.W. F.L. 15.75 S.E. F.L. 15.75 ~ 115L.F.-36.RCP@0.24% ~ REMOVE EXISTING INLET & 36" RCP <ED CONNECT TO EXISTING INLET W. F.L. 15.48 ~ 12" NYLOPLAST-ADS INLlNE DRAIN TOP ELEV. 24.90 E. F.L. 23.23 ~ 184 L.F. - 12" N-12 ADS @ 0.90% ~ 12" NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 24.90 W. F.L. 21.56 E. F.L. 21.56 @Z> 175 L.F. -12. N-12 ADS @ 0.90% @j) 12" NYLOPLAST-ADS DRAIN BASIN TOP ELEV. 25.30 N. F.L. 19.97 W. F.L. 19.97 ~ 162 L.F. -12" N-12 ADS @ 0.90% ~ TYPE C INLET, FOOT INDEX 232 TOP ELEV. 24.50 S. F.L. 18.50 E. F.L. 18.35:t, CONTRACTOR TO VERIFY ~~ ~I ~! I 30 :-:~:~LEV~'1O:-=--~~~:- ~N~.t -=_~ -- - :1==7==- - -----.-- --' --- 25 ~ ,-----.--.-.-- ----- ...__ I -- --,- - 'E"XIST1NG' =-=-:~---: :;}- _f-.=-:.=-==----:~':"""":"'DEWAlK 20 ------. ---..----,-------..-.-.-'- .--,--, SECTION A-A NTS MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPlYING WITH AlL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFAlL EVENT ANDIOR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. 40' 12' 48' <i 2' 4' 2' _ -12' _2% GENERAL GRADING NOTES 1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING. CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5 EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. 6. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. ALL EROSION CONTROL MEASURES MUST BE INSTAlLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES. ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC. 10. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH ALL UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION AND ENSURE THEIR PARTICULAR UTILITY LINES ARE PROTECTED. 11. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 12. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, SEED. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER- WISE NOTED ON PLANS, SEE LANDSCAPE PLAN. 13. LOT GRADE SLOPE SHALL BE A MINIMUM 1.25% IN-BElWEEN ALL BUILDINGS TO TO ENSURE POSITIVE DRAINAGE. STORM SYSTEM NOTES 1. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 201. 2. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED PER F.D.O.T. INDEX NO. 200. 3. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN-OUTS, SHALL BE INSTALLED WITH TRAFFIC BEARING GRATES AND FRAMES, TOPS, RINGS AND COVERS. ETC. AS APPLICABLE. 4. ALL PROPOSED INLET GRATES SHALL BE RETICULlNE STEEL. ~I~ '-:I~ (/)~ 30-~- .... l*_j~~~T~~G:~UND _~~:::--: 25 ~~~;-~~~~~~[~1~~-~~~~:~~--::~-:.;: 20 'm..._'''_ ----..-----.... .-,..,-""--- -......,.... ..........."_........_-, ,... .......-,,,.... ... SECTION B-B NTS PROPOSED LEGEND ~ (E.P.) TOP OF CURB EDGE OF PAVEMENT FF 27.50 PROPOSED MINIMUM FINISHED FLOOR ELEVATION --....-........ PROPOSED FLOW DIRECTION --0---0- PROPOSED TYPE III SILT FENCE, SEE EROSION AND SEDIMENTATION CONTROL PLAN. PROPOSED STORMWATER STRUCTURE @!> 12' 2' 4' 2' 2%_ - , 1- '.:7" ..., ,'.:...:'.'..'.:.'....:.....:...... '.".!:" ...',.'....1 ..,', 1:>'< :<' .....- . f.>::':.:.:>i::::<:.>,'.~',:.,';": :,:", '..".... "',,::-'] _ 4"x4' CLASS I CONCRETE SIDEWALK SOD- MINIMUM 3000 PSI CONC, MAX 2% CROSS SLOPE 2% CROSS SLOPE - 1" MIN, ASPHALTIC CONCRETE TYPE 5-111 6" SOIL CEMENT (MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 300 PSI)" L- 8" MINIMUM STABILIZED SUBGRADE (FBV 75) FOOT TYPE F CURB & GUTTER - MIN. 300 PSI (TYP) NOTES: 1. SIDEWALKS NEXT TO NON-LOT AREAS TO BE INSTALLED AT TIME OF ROADWAY CONSTRUCTION BY THE SITE CONTRACTOR. 2. . SOIL CEMENT 300 PSI BREAK STRENGTH SHALL BE A FIELD BREAK STRENGTH. TYPICAL ROAD SECTION NOT TO SCALE CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. 0 1-800-432-4770 FOR LOCATION OF PARTICIPATING UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. SOIL BORING DATA BorIng Nwtber HA-I HA-2 HA-J HA-4 &tlllded 9rrJuntIWuter Eltwflflon (Ff.) 23.4 22.7 24.2 23.6 &tlllded SfIGSOIIQl HIgh GrrJuntI#ater Eltwflflon (Ff.) 24.0 23.5 24.5 24.0 J);;/. P---- DAVID R WEAVER, P,E, ~~67 ~~ftf ~ .... ~ ti ~ ~Eit ~ bOC:{ .M ~\j)} ... l:S' <:10> is ~Ulifi ~ ;::... ~o ~ ~~~~ ~~~~~~~~ ~ ~ ~ ~.E ;:: 0 ~ .~ ;:: '1 e ~... ~ ~ ;::.! l:S :::t C b()1::I; ~~I..PI)U ;::~:2 IS ;~~ '!'~ ~~ ~Jll II a l~ . act) j III a! b LO II - ~ Q) (ij C,,) CJ) C!; o N >- 0:: <( ::J 0:: co W u.. ci Q) Z 1ii .g .~ o -, u.. ~ ~ 0- N C> :J CJ) ~ o o N @ '~ i l~ ~ I \ \ I: I \ " I : \ ' .. "'--" II ~ r"'-. ~., ~~.. iM~\ :~ I ' 2.2! \ ,l;t I I . _u' It ~.6 /'f,~' 8-1 i I.. J }~ I fi7.3 \1 / , 'I T 1, :1 I (-6"" I 83' : , I r \ ,,- ',!'" L, f.F. 28.91\ > EXISTING MASONRY WALlL~ ' ~.' C'o! /(f \ , :i ,"" l ~ I I ~ 8'~ \Gii]ii1 101'",'" i " ! 1 [ I&:. \= 7"'76') , 'i F.F.29.4O ~:!):..-.' ~~ i: 1 \ (-6.) 28.40' a,....L l* ' ' 81 l2.25'~ ~. .. \.,.! [ F.F.28.90 26.y ""iN ~ ,y i: i..: (-6.) S-6 A I I 8LJ ~~' I r F.F. 28.40 ~ ! 128~ .,. ,..V", ~ ~ ,"1 FITr 1.25~ 26.7 ci (':5 i i (-6") I 0) I; I ~ i ~I, [ Ff~70 ~~ ~' :, \....\ ~ -"~' 1'1,' 54 0 ~ Ii I, ,G F.F.29.20 ~ ~ ,I 2E7; ~ I I - 53 1'.11 I .,.\... "F.F.29.2O :;:i 1 f1~l " ) B 5.(~ x~ ~\ I!r I&:. I ~ (1,98') ',I IL F.F.28.70~t--...... I - ' ............ "~I \11 ~ 1.~:~ 2m' ~ ',f I 51'" , (i:q I.,. l [ F.F.28.74 "\i=':-X :c ,..,~ ":;i~:j x ,$. L'~~ \ 'liT n 26.9 ~ \\ \~~\ '127.3 ~\V88 ,) .- ,E.f.:.,~~:80, \ \ . t:':' f27?jlJ "~ 8-1D~ ~ \ ~a ,- 26.~ \ \..:~ :-. ,'- 26.30 26.9 '" r ,f \, ' II il "^- ii.,' 'I j; '\., .' \ .,~<\."i7.6d' I . ,'" , i' II "', !'<" Cl30fj.51 '3!i, ; ;: . I 'I! 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(-4"}~::(:>N~~~LYG:E~ ~~~~~/~ ~f" i~~~ .:; I' I~~ ~ ,/ !s1\ r" ' - >- N - ~ o~ ~ \ ">,-V 1 ,b . l':":"~'~f Ii 0.47% ~ ci ~ .. ~ I' ~" ",;. J _:= _ :",~f~'~\, '2 D~:,:,' I\!'" ,If i: ): ~~~ ~ II c"~" jO TI. L \\ 'I i \ i 't--'''I~ "~3\ "., I". //~ 11", 1,\), ,i ; ..... m \ ,'/ " / U3 n,: i 111 i' , "S?- "I :...'" ~ ~ 'u 'VASO\,.., ..'! i! 'I'~ \" ~ :::) ~ N \ ...1/' 11;(/1 I; I 36 Q::(j ~4\, k II II'?~'; !\: F.F(~?).32 I I 0, '.,. Ii L/ I! " I I 14~ t26.2 \ tJ /~;5i ~ ;"6, H:': i ,.;.; ~. ;;"5,' \ ';: \t' !: I I" U m\:- JI '-@')'.I " ~'''' ~~(J ',\;' <":71 it~~ II" i.l ,~, i 1; \ ..,,". 1/'" // ] ':, I \\ ~ PRo4~.~~~~~ENT n n".. I "., ,t:: .~ ". i' j~ ':'; I :.'.. 34 35 I ~I~ ~,~:~":'~~,~";;1_~ =.:=L;,=='-_ .-Jt.. ~4 ,"f -" F.F.28.08 F.F.27.75 .. (-4") (-4") 26.51 ~ t~~\li;i;,~::~~~,;~~;:~r /~ \<11 ili ' }; 2~;;;;! "'~"~/;:'i;'!';'\" 27.25 "" ~ ~ ,L :~~ .. '''72 .:..':,: ,,:~\ .t.iq '1' 1!;tJl ....1 , !' '., <~,', i" : _ _", .. ~.~;8 >,_) 'T1 8 Ll.... i J' i: \ I 250,. 50 ,,""'1'" " I ~,54 HA-4' .)~" '", _ ~ 12q5 1 ,'~')! II :1.;. ~ '26' ,.... ....7'.. r \~, 9 > ~ OJ \: l i~(!\' 1\ :,,,; 'I';", il :_:1 26.72 p:' ~'I Ei ~ ~ 1 'I Ii'; ,\2-16 'Il ,,' :! i III ~"_! .~AT , (\,,,If'.:(:I,,\i N r-.." \\ "! , ~~1 ~__ ,,_J ~ l' it ,( \\ ">,:,; ," I -ii.27.0 ~ Cl1,ni [l;ill1=;2') qo~ I':i I i, ;"~~o>'" ~:, "'i i I-==,/ ~; IfN"l1L,,'4{lB"R' pJ- ,; ',I \\\;'\' . I 27.60 l./ ;\72 ': It.,,, 1: ., '"""'),~' \, '\ \ " " //', j'~i ,\;\ '\ :'," ~< t' , \ \\2~'~~~~ " !i \ '~ -I : (' ~ - - -, ~.:-, .:.:J' 1\ \r\' '.' '. ~,,,' 1 I '" 1 . I" LJ xl' I ~ _" ;"1' \.4_" .-:5 d _ - j(f!. c~. ~ ,.j \J 1'1' ".'c I ........1.......2')~' ........'" ~ ~ .... -" 5-~ ' - .=.:::::- ~ ~- - ~ r=- -ee:oo ~ - - ~ ~_ ~_.-:- /~ / ~.,> .l-,."~""- \ \- :-:, - .:...: ~ . NO -<::: _:...: ~ ;,;;f'e.. 2I>~""":;;; ,.;q\h,. . . "0: ,; ... . ,~_e~.'TJ;:~ \ ".0 "i /. ._ I _ " , I _/ ~'''iil IL..I ,'i',,~ .co" \.@.0,'''?5f;' 'I' "j"~ "(')/14'3' '!', Mt"",,\)..\. ',' ".'35, r, .. 22.'r.;~ " 8-3 ~,.., (: L...,'I 1.., I, /tl':":",- " 'In .. k.Jl ')'~ ;;: / . ,. " PROPOSED 17.5' ORAINA' feNTl~':;'""" \ ...; , ~,/' 803" '.Ii',!} i.. "lie . ..., __ f)~>l., ."r:i ir! ,'4:. ..,:. "./ ,;.s .."U .o,,,'~'-vr'~""rr:t-' '::.:.) f ,) : "::~:: '. ,/~".. "...~<~.;, , ,':, , ; .'''''..1' . <" ,......- "" ., - "~ /~:~:~1 ' 2.;', I !I ' ?n ~ , '__", . ~:/ ". ' c__.__..:...l~ . .' ///};;: f,Utl, .. .., ,.:c~,:~;~ o.~ . ...... ceCC'. . ..........~...... .n:" '.;' . - ---:.~-"1;::,;; 'I, ,.; :;~; ;;;" .1 l .:111: BE!\';:,~H TvIAe!': "0 Q) > o I- a. a. 0<( C!; C!; -- -- ~ ~ LO ('t) o 0 w w ~ ~ o 0 CJ) en c I- I- 0 Z Z :~ w w > ~ ~ Q) ~ ~ 0::: o 0 () () >- >- I- I- () () 0:: 0:: W W 0- 0- o 0 w w en en > > W w 0:: 0:: Q Q .g N N ('l ~ ~ C co ~ <a~<a<a<a~ ~ C!; C!; C!; C!; co __ __ __ __ ONNNN" to <' r< ( Q)--~~! ~IIo::o::~ Z-'-'oO'l oJ 1 . ~ I >-; ~.c "O~~ ~ > C,,) e \ Q) a. .c a. () <( ~ "0 >. Q) .c ~ c c .:; ~ :;:;: .~ co ..., Q) ... <( 0 0 z <t ..J Q. W C) <t z - ~ C C z <t C) z - c ~ C) w z o .... en ~ ~ <C a. .... <C en C) z - c z <C ..J W :I: .... . en C) z - 0:: a. (fJ 0: W ... 2 - S - f1 23 22 21 I F.F. ELI V.28.10 ~ I - : :...: 7.8~ ,~' :." LJ LJ ~:";.c/ U';""''LJ r..- .~ II1i'I i 'r.c.'",;... i. ' ': I"~ . .~ / 28.iiir' rt)^., "- I,: '0." 125.9 ' , ./ " ':; ~\:u,_",li"'-_=_;(t,..... ~ "/",,,. ,.~? _ "","I 1:',\,25.1 1'04 _ ,.~;.4 ''.' '." t '[J U' .., .;'?::S,'j',::,,;"W !'~(]5,6;?' 80 ~ t '" )~.) .,~, ; 'I _ j 1 ; t '''l,- -r .~~ ,,~:'hlj. r.)/\~ ~;. EROSION AND SEDIMENTATION CONTROL NOTES <C C - ~ o ..J LL o ~~ .s:: en I I I I ___L LOT 77 LOT 76 LOT 199 - -- I I -----,1 I I ______ I I I ----- I [ I! [ I --------11 [ ~I I [ --- .- -- ~ I 0) o ~ I [ OJ -- -;'1 I ~ !J'l I 4 c ~ I I ~ I [ I I [ _____ I lie I I --------.1 [ I I [ LOT 198 LOT 197 LOT 196 LOT 195 10' WALL & LANDSCAPE EASEMENT (ORB 358~G 1998) ~ LOT 194 LU C c - ""i?C~ ~ I-<..J~ C( :2:~t:::'g>-_ ::J"'~Qt::: LU t5 <xl " (J) ~Q8fai5 t)~1?~~ ~ ~ 8 N 0 LOT 193 -':""UJ -> Q C( LU (f) ::J C 2-- - :3 LOT 192 1.0T191 LOT 190 LOT 189 I I I - I I I ~ li- --- --- --- LOT 187 "" "" "" "" "" """ LOT 186 TRACT B ~~~~D 1/2"IRC "\ WALL AND LANDSCAPE ~ __ ~ '" I / fr -A } ~ v AWO I J'; x x x x x x x x r=:- .r x / ~. " r :;:;r' PARKSTONE UNIT 1 (PB 56. PGS 17-21) RECORDED 8/19/1999 ZONED: PUD LAND USE: LOW DEiSITY RESIDENTIAL / . fin I / _----_.j:' "" '" ~ ~ '\ :t/D_i- ~ :~~~;;~~<'~"\ ~~ ;;~~ ---1/:/j~ ~~~/~~/!~< ''z~~)~ '~~~t~>"- ~ " S) / / ! 1 ": ", -~ '-.--. '",-- ~ I/,/ / ",~;, ~ \ ~ "-'" ~ (' / {/ '>, \\\ \ ", ' ,'''-- SLE~~~ ~ !~?/ ,J~~~:Ji/~2 \ :;, \0'~~~~~~~4~ \ \ I" \.& I I {:) C ~- !:.> ':/i' { l1M II I ' i' TRACT H ICot!MqN AREAl ~ ,~' ~ t ~~' n I'. 'I I \ \ \ '\ PARKSTOfiE UNIT! // :,:L ;... V - ~3 7 \\ \, \ '\ \ / & / /'/ f.h'.O LH IN ~ Jt; CURB I \ \\ ~\ \ '" ~ lfj;/ SMH ,\I i",1I :)4 ,?.! /;/ y~~ \ ~ \\\ \ \ 'iJ .g l' NW J,W=-., ; ~J3"0:f) , \. \~ \ \ / S> fl; r E IN V=- f -j :6 "PY1') - ~\~ ~ ,,\ 1/ /1 S INVc l:)J?(~::PVC} - -:-\ '\. ~ "" \ / "''/ 1/' /' /' <~:~/' ' /'0.... m) ,~ DCa "'- 'L. _ .-- / .".,,"'>/ ~~~~~~-!CJ}!I~i;~~~ )0 2 " ~~ L;;:;27.i.' -' C'/ivlt/ N R1fI''i=23.55 ~ ... "" 0 - -I N INV= 13.20(42"RCP) ',y ~ ::s../ (f 1 S INV=-16AO(24"RCP) '-':.~ 0"" 1 ......... ~"7 --C) - 1 E INV:c1805(15"RCP) ~~::-.... 100 J'!II..... i/ lirh! W INV=-1539(36"RCP) '~ ~ ~ "..... 't y1y.....- CiMh N RIM=23,73 h I, Y - J N iNV=18.70(6"PLASTIC PIPE) I...J I I S INV=18.77(6"PLASTlC PIPE) .J :Q' I l W INV=18,39(15"RCP) r: : L~: l~ -\~.~,\\ ' J.. SI-'IH N RIM=23.35 h I ~ ( I tv 1t\/\/=13.28(S"PVC) f-JI I {; -\'\ ,'-~-- S iNV" 12. 92(8"PVC) ~ ~ , ~-r I I I ~: :J~\ I Vv'INV=-13.22(8"PVC) J-T- ~ tf..,., I " , ~ SlvlH N RIM=23,66 101~ ~ I ~ =r~~I -.,- '\ ..1.J.-. I. /- N INV=13.76(8"PVC) v F 1 , ,T --,/ S INV=13.56(8"PVC) ~~~ ~~2'PG -~"cMENT h--, '" yly I ; I -J '. ~~: . r/ ,1998) f-J \ . / ) 104 ' -~ c;~-;+ J4MOUN:'CURB I ~~ ~LT -"- ~~" ~ ',,' .....'- ,~,' " .~:> ..:-~ EXISTING LIFT STATION I I I I I I I I LO I !J', I I ...... . ".-" N83054'55"E 653.70' I I I I I I I I I I I LUI SJ 1.01'79 I I /D' WALL & LANJSCAPE EASEMENT __- (ORB 3582, PG 1998) I I~/' (OrlB 3582, PG lr98) ---1'_ _-_ - - I ..." '" , -, \ ..... _ .._ __.__.., ,__ _. _ c-- _ __ _ _ __.... ____ L_ _~O~O~ \ n n n n n n \ \ , \ \ ~ ~ ,~\~ ~, ~ ~ LOT 84 LOT 83 LOT 8'; LOT81 LOT 82 I.Of 78 - -.. CONC BLOCK "ALL - -- - -- - -- n ~2O'WA1ERaDjMw;eEASSEN1' J - - - --- n n n n PROPOSED 15' D1WNNJE EASEMENT 98 99 / / 95 96 97 87 88 89 92 93 94 90 91 86 t13) 6 ~ I ~ '/~' \i 1 ~ ~ ~/ :~ ~ .~~ ~!.a> -- 102 1;V ~lJ _ ~~ ~J _~~ 85 ~~ J ~ '^ \ -~ ~ lilt lilt '" 111' 101 84 / ,~f K~/ ...... Ii ^' .. :r@ 4 ~ "'@ , 0 79 f (N) @ s ,"",\" , / "- ", 6 '" S " - - " , -- 4 3 s '" ", ~~ I. I. ~ ~~ -,( ~ ~~ ~ ..- ~ kLJ.2' BA Y C R~ ~ IIJI .. Ir- l/) 0- v ~ ~ 70 69 68 73 72 71 76 75 74 78 77 83 ....1 ~I LJ - l/) '" ,- l/) DMH N RIM-2 NINV-17.,,^ : 317 1 ,;;,,~.,;; I Pf=- 1~71 1. II I ,li, '/1 I .. /1 I 82 ~ :2: (( ~)) -S LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ J'!t .. [ (II ~~ y; ::'l~ I -Q ,~ J \ ~ I __~ 'f I i I \1 \ F--" · I I <' ,~ ~ I i I 61 ~~ - - /", r\~ -': : I, III :~ 1 ] ~ ~,~ (/; ;1 II i! ~- Ul ~~;) I i VV I" P ~ I ~ / ::: I' I ~ 2 ~ I I ~ II .~ '-' o ,'I~ 5 3 P \l )~I ~_ ~I 111;-: - V ,-- '" ."~,, ' t:iASEM t1 .-/1' Vi 1> I ...... ... -"" - , '" :r II';') _ I ~F:~ i ~r r-~ 4 "l G)~ i I 1:- () fsl 1_ :::) ] I ~ I I i I ~ 3' BRI(/{COLUMI/ _ ~ I I ~" II !, 1+-1 LJ LJ LJ LJ LJ LJ LJ LJ l/) ~(j (7YP/~) ~I 1\ \'" '1.1 \i II n ; _ _ v. ~ __623'UT_LlTYEASEM_ :J~'A II_I\___\,.~ r.. /}:,.\t~,\\,I/{., / ~r;zi~;!:zi:!~gj n n n n n nil I I . IV iNV=15,03(8"PVC) I I ~ e-' j- fB\ // I l~:(--:: .--.- .- -- --- .-- --- I .... 1/ CND PAVEMENT --;t--... /' ..--.L-.-Lj...-., ". . ____... 2.) 28 29 30 31 32 3k 34 35 0 ',:^ \ ~ ~ - - ....._L.J:.'-h_____. I,@-l"'" -, ~/ j,l,llt11 .f ~A~~';" ~ ..~~- DMH N RI/;'1=25.42 N INV=17.69(24"RCP) I~ /f 1 I'::\. I S INV=17,92(18"RCP) H I IG\ ~ ~ " ~ 8 I E INV=18,02(18"RCP) ~ ~ I' ....." 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I I "l Ii; \ WfNV=18,17(18"RCP) \~~ :.~ n,,_~s'r '~"'~~ ~ I. ;.'n' ~~. :,;g~~ 9 ~: I ; ,~ =\~ =llIl"""u'" Hh~ I eli IJZ j ~A V ("IR~ ~E 6 I 13 CIlfII/}.J RIM=24!9= II I 2 ~ ~ ~ ~ N INV=Ta.54(1S"R( P ~ \ \ \ ~ ~ 82 :'5 PROPOSED 15' .1 (j ~ I I D1WNNJEEASEMENT~ - - - - .:: \$' l\ I ~ ,II l C/MHNRIM=24.92 LJ LJ LJ LJ /J; r::~~:"J"~!" i;~,.~NCE'U" LJ .LJ LJ J-L- - -_.-_~_=-- ---J-- ~-----,.L".S-t.'GNC~ONC :4.L_) 1\\ ~ l~ll!/'r/l/-~v/:;:~8~:~1;';'~~;;CPIPE) fo.. -' 15'WA L&LANDSGA EEASEMENT I e - - -I-- - -~ - -I-- F - _10- - \ - ~ I ..------- (ORB 3 82, PG 1998) . 1 \ _ ...., 7~ ,-. -- --- - -- - -I- ..- -. a-. -- ..n.. -, ~ :..- - -;::; ~ ^FOCMW/" ~ '0 l'~:"h2',-R:>IP I r-.,.t',.I' _...."...'.'...,." _ _ -0----------:-/ 0-'--'-: :-"'D= 1--- FOCM I ~ _ ..:..~ --............- ... r- --- - ~ ~ : = I _ .~N - ~ - S83053'tb"w ~/GNI:""/ ,,10'UE ",," H _. _ ._" . \ __ ACCESS ~ '10 UTILITY EASEMENT S83054'55"W 505.62' "'-- FOUND 1/2"IRC 209.43' MES INV==22.28 , I" ,,~ \~ - -- I- - '. iHb JI\!\h.21.86 x~l '1 \~--'-(ORBx 35'"t), PAGE 1777) #LB68 x ,,15"X22"RC:/ I x /;i/ \ ~.,_ x x x >. x x '" MES INV'='21,95 .J '::'" x' -:-"'-\ --'------;-- x " x >. x ,,". x ~ \ '<::', x > 6910 "x / / \ / FOUND 112"'/RC \ "::<:; x )( x. X )( )0; X Xl( )( X )( x _ / ~ #LB68 \" ~ _"__,__--::.=~_=..-:.JNC,F EfT--_ 7f1i'iiNc WALK ...--.,,- ....--.." " .....:.~:.-Jl..." 5' CONG WACk ..... //'L '\ ..... "--" :~- , _..u......_ - - ~~. ~ MES INV=21,97 '\ \CONC ;PRON ZC&C " - \~ CIMH N RIM=27.70 "cce,",c",,,,,. W BOUND LANE 434 'N: ET ~ SITE BENCH MARK 1 ~~':i' ~r~;::::' " ;~~:%~;"N~~~L;;7':SEMENT S INV=23.47(18"RCP) ELEV = 25.47 ~ TOP OF WA TER=21.66 STATE ROAD NO. 434 N&D LB #68 IN GONG WALK BOTTOM OF STRUCTURE=20.26 124'R/W p AMALIE ~ DRIVE II, r/.. ~ I 81 n n n n n n n n n n n n 4J ....1 l/) 80 -> % .... 2 LU ~ g 't ~.8 ~ t:::";"~aC( ~;:!:::,~ LU~~QCi) 2'-' "2 o Q fa @ Ul 1-c:j'CZa ~<CC(O< C(g:ON6 ct---~ ..... C( UJ (J) ::J ~ S " 66 67 63 64 65 62 59 60 61 57 58 56 := 55 lit W" ~ Q:I ~" III' f/) 10- --r--. T~~.0 W .. a a:: ~ l.U -J :::> g~ lU~ ~C aC'O ~ ~ a:: ~ III' ~~_ N I II q II\iE~ 'Ay;vrER'~f. (i1)1 ~.. r"I LJT ~t-... ., W ~4 S ~\~ ... :5 I \t0~ Q"' ..... / ) Qg; , ar -- _~ t II' ~t. j , "- S", s- "- .... / , S ", 54 , /' "- ", "- " - - - s s s "" ..,. 1_ _ ~. ~"'.. ~.. .- ~ -.- ~@ ~tI ~~~~ ""'" 10 .- ~ ~rt 53 I~ 52 ~~ 42 41 46 45 40 39 38 37 36 43 47 44 - 51-- -.- LJ LJ LJ 50 n n n l/) 49 25 26 48 /-e 24 - ~ h 4 /~ CTA ~'" ':JIII""~~ERCIAt'-....... T T ~ ff) ~~J S \. - / - (i). '7 # ~ I 1\ ~ ""1 - 1- r. ., l ~~ "i.. ~~ ....... T I I I I 3 ,,~ ~ ca Q ::-:., ~ ~i:UO wet a:: LX xt WJL KKU CABANA 23 22 21 G x PROPOSED LEGEND H . PROP. SINGLE WATER SERVICE r: PROP. DOUBLE WATER SERVICE -W- PROP. WATER MAIN ... ~ PROP, FIRE HYDRANT WITH GATE VN...VE 4 PROP, SINGLE SANITARY SEWER SERVICE ---< PROP. DOUBLE SANITARY SEWER SERVICE - S - PROPOSED SANITARY SEWER ~ PROP, STORM SEWER WITH INLET ~ PROP, STORM SEWER MANHOLE ] PROP, FIRE SPRINKLER FIRE LINE PROPOSED POTABLE WATER SCHEDULE CD o o o o o CD o o @) @ @ &@ 8" - 900 BEND CONNECT PROPOSED 8" WATERMAIN TO EXISTING 12" WATERMAIN 8" x 8" TEE 8" - 450 BEND PROPOSED FIRE HYDRANT WI GATE VALVE ASSEMBLY PROPOSED 8" PVC WATERMAIN PROPOSED 6" PVC WATERMAIN 8" x 6" TEE PROPOSED WATER SERVICE CONNECTION (TYP.) SEE DETAIL, SHEET xx 8" GATE VALVE 6" GATE VALVE CONNECT PROPOSED 8" WATERMAIN TO EXISTING 10" WATERMAIN PROPOSED 2" UL LISTED FIRE LINE DOUBLE DET, CHECK VALVE BACKFLOW PREVENTOR, 2" DIP FIRE LINE, AND FIRE DEPARTMENT CONNECTION (FOG) FOR A 13R SYSTEM PROPOSED SANITARY SEWER SCHEDULE o @ @ @ @ o @ @ o o @ @ EXISTING SANITARY SEWER MANHOLE TOP ELEV. = 25,72 E.INV. ELEV. = 15.12 W.INV. ELEV. = 16.35 97 L.F. - 8" PVC SANITARY SEWER @ 0.40% @ @ @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.34 E.INV. ELEV. = 16.74 N.INV. ELEV. = 16.74 S. INV. ELEV. = 18.60 74 L.F. - 8" PVC SANITARY SEWER @ 0.40% o @ @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.62 N. INV. ELEV. = 18.90 W. INV. ELEV. = 18.90 228 L.F. - 8. PVC SANITARY SEWER@0.4O% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 27.48 E.INV. ELEV. = 19.82 W.INV. ELEV. = 19.82 245 L.F. - 8" PVC SANITARY SEWER@0.40% @ o PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.73 E. INV. ELEV. = 20.80 158 L.F. - 8" PVC SANITARY SEWER @ 0.40% @ o @ PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.26 N. INV. ELEV. = 18.28 W. INV. ELEV. = 17.38 S. INV. ELEV. = 17.38 231 L.F. - 8" PVC SANITARY SEWER @ 0.40% o PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.63 S.INV. ELEV. = 19.20 W. INV. ELEV. = 19.20 400 L.F. - 8" PVC SANITARY SEWER @ 0,40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.61 E. INV. ELEV. = 20.80 PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.60 S. INV. ELEV. = 20.00 208 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.62 N.INV. ELEV. = 19.16 E. INV. ELEV. = 19.16 S.INV. ELEV. = 19.60 222 L.F. - 8. PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 27.30 E, INV, ELEV, = 18.27 W. INV. ELEV. = 18.27 222 L.F. - 8. PVC SANITARY SEWER @ 0.40% 175 L.F. - 8" PVC SANITARY SEWER @ 0.40% PROPOSED SANITARY SEWER MANHOLE TOP ELEV. = 26.70 N, INV. ELEV. = 20,30 PROPOSED SANITARY SEWER SERVICE CONNECTION (TYP.) SEE DETAIL, SHEET 12 CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. 0 1-800-432-4770 FOR LOCATION OF P ARTlCIP A TlNG UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-PARTICIPATING UTILITIES INDIVIDUALLY. A.:J1f. #~_ DAVID R WEAVER, P.E. 3_8~67 / 7/1171 ,., ~ .... f: li ~ ! 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