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HomeMy WebLinkAbout2015 12 02 Public Hearing 502 Pollack Shores Final Engineering Plan and Aesthetic ReviewPLANNING & ZONING BOARD AGENDA ITEM 502 December 2, 2015 Meeting Consent Information Public Hearing X Regular REQUEST: The Community Development Department — Planning Division requests the Planning & Zoning Board consider approval of 1) Preliminary /Final Engineering Plan, and 2) Aesthetic Review for a total of 279 multi - family units located on the east side of Tuskawilla Road, north of SR 434 and west of Michael Blake Boulevard. SYNOPSIS: The applicant is requesting approval of a Preliminary /Final Engineering Plan and Aesthetic Review for an apartment complex containing 279 units. The subject property is located in the T5 zone (Urban Center Zone) of the Town Center. Multifamily uses such as apartments are a permitted use in the T5 zone of the Town Center. A Concept Plan and Development Agreement was approved by the City Commission on February 9, 2015 which permits a maximum of 300 apartment units on the property. The Preliminary /Final Engineering Plan has been designed in accordance with the approved Concept Plan and Development Agreement. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Applicant name and address and authorized representative: CS Capital Management, Inc./ Whitaker Capital, LLC. 3525 Piedmont Road, 7 Piedmont Center, Suite 300, Atlanta, GA 30305. Brian Love, authorized representative • Property owner's name(s): Winter Springs Holdings, LLC. • Property addresses: No address issued • Property Parcel ID number: 26- 20- 30- 5AR -OA00 -0070 • Current FLUM Designations: Town Center • Current Zoning Designations: Town Center T5 (Urban Center Zone) November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 2 of 7 • Previously Approved Development permits such as conditional use, waiver, or variance (if any): None • Development Agreements (if any): Development Agreement between the City of Winter Springs and Winter Springs Holdings, Inc. Book 8446 /Page 1131 -1144, approved February 9, 2015, executed March 10, 2015. • Pending Code Enforcement Actions (if any): No known pending Code Enforcement actions • Ci . Liens (if any): No known liens APPLICABLE LAW, PUBLIC POLICY, AND EVENTS Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan - Future Land Use Element GOAL 2: Town Center. The City seeks to create a Town Center based upon traditional design standards for development that will become the identifying focus of the City's downtown and contribute to an increased and diversified tax base for the City. The primary purpose of the Town Center shall be to create an economically successful, vibrant, aesthetic, compact, multimodal, diverse, mixed use (including horizontal and vertical integration of uses) neo- traditional urban environment, designed on a pedestrian scale and with a pedestrian orientation. The Town Center is to be a place where people can reside in a mix of single and multiple family dwellings, work, gather to shop, relax, recreate, be entertained, attend community events, and enjoy the natural beauty of lands located in the Town Center. The Town Center should be created through public and private investment and development. Policy 2.2.4: Mixed Uses. Permit a variety of mixed uses consistent, compatible, and in harmony with the Town Center Goal and the Town Center District Code, including single family residential, multiple family residential, commercial retail and services, public services and buildings, parks, and schools, through the enactment of creative and flexible land development regulations. (Ord. 2012 -05) Policy 2.2.6: Residential Density. Support the desired commercial activity and urban character desired for the Town Center by encouraging high density residential development consistent with the Town Center Goal and Town Center District Code and encourage a minimum average residential density of seven (7) units per acre, unless the type of unit would warrant a lesser density while still meeting the intent of the Town Center District Code. (Ord. 2012 -05) Policy 2.2.8: Intensity. Encourage higher intensity development in the Town Center subject to the Town Center District Code. (Ord. 2012 -05) Policy 2.3.3: Fiscal Impacts of Development. Ensure that City policies, regulations, and decision making processes not only consider Town Center design planning impacts, but also consider whether proposed new development will have a positive and acceptable economic and fiscal impact on the City. In furtherance of this policy, the City Commission shall require (unless otherwise exempted by land development regulation), as a condition of considering the approval or denial of a development project, that developers provide a written economic and fiscal impact report, prepared by a duly qualified November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 3 of 7 expert, that details the associated economic and fiscal impacts of any proposed new development project on the City and the School District. Although the City recognizes that some projects will have a regional economic and fiscal impact as well, said report shall predominantly address the economic and fiscal impacts on the Town Center and the City of Winter Springs as its own economic system. The economic impact analysis portion of the report shall address the impacts of the proposed project on jobs, economic output, and wages. The fiscal impact analysis portion shall pertain to the net fiscal impact of the project over a period of years which is the sum of those revenues (such as ad valorem taxes, public service taxes, sales taxes, and charges for service) directly received by the City minus the sum of expenditures incurred by the City (such as general government expenses, law enforcement, roads, and parks and recreation). (Ord. 2012 -05) Policy 2.3.4: Compatibility and Optimization of Tax Base. For purpose of determining whether a project has a positive and acceptable economic and fiscal impact on the City pursuant to Policy 2.3.3, the developer shall be required to demonstrate through its written economic and fiscal impact report that the project is in compliance with the following objective criteria: (1) The proposed project and associated land use is not only a permitted use within the applicable zoning transect, but is also compatible under existing conditions (existing, permitted, or master - planned development) at the proposed location with other adjacent or nearby land uses within the Town Center and any established surrounding neighborhoods. (2) The market demand for the proposed project is at least minimally feasible based on current market data including, but not limited to, data set forth in any economic development study conducted by the City. (3) Provided said project is first deemed compatible from a land use perspective under criteria (1) and market demand is deemed minimally feasible under criteria (2), the proposed project optimally increases and diversifies the City's tax base and economic well - being. With respect to the phrase "optimally increases," the proposed project's economic and fiscal impact shall be required to be the best result obtainable for the City under current economic and land use conditions. In furtherance of determining consistency with this provision, the developer's written economic and fiscal impact report shall analyze and compare the proposed project to either the City's preferred project or projects for the subject location as may be expressly set forth in the City's Town Center Master Plan or economic development study conducted pursuant to Policy 2.3.2, or if the plan or study does not so expressly provide, to a reasonable array of other potential alternative compatible projects authorized in the applicable zoning transect for the subject project location. Furthermore, the term "diversifies" means the extent that the proposed project reduces the City's reliance upon a residential tax base to fund the City's fiscal budget. Additionally, if the proposed project is a commercial project, the extent that the proposed project also provides different and needed services and jobs to the Town Center and the City. (4) Such other criteria set forth in the City's land development regulations. (Ord. 2012 -05) Policy 2.3.7: Quality of Life. Strive to improve the quality of life of Winter Springs' residents by encouraging an increased number and variety of thriving commercial businesses that are supported and complimented by high -end residential projects located in the Town Center. City of Winter Springs Comprehensive Plan - Housing Element Policy 1.1.15: Support the desired commercial activity and urban character desired for the Town Center by encouraging high density residential development subject to the Town Center District Code. (Cross Reference: Future Land Use Element, Policy 2.2.6); (Ord. 2012 -05) November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 4 of 7 Winter Springs Town Center District Code DISCUSSION: Preliminary/Final Engineering Plan Prior to the approval of the Concept Plan and Development Agreement at the February 9, 2015 City Commission meeting, the applicant proposed a Concept Plan for a thirteen building apartment complex that would be developed into a total of 338 units on 13.9 acres at the northeast corner of the intersection of Michael Blake Boulevard and SR 434. On August 21, 2014 and December 2, 2014, the applicant held meetings with concerned citizens to solicit their input on the proposed design. As a result of these meetings, no consensus was reached between the applicant and the citizens on the proposed design of the project. With this factor under consideration, City Staff and the applicant proposed a new layout and relocation of the project to a portion of the property under their ownership that is west of the intersection of Michael Blake Boulevard and SR 434, specifically on the east side of Tuskawilla Road behind the McDonalds restaurant. On February 9, 2015, the City Commission approved a Concept Plan and Development Agreement for the subject property based upon the above proposal which consists of commercial, mixed use buildings and apartment buildings located in the T5 zone (Urban Center Zone) of the Town Center. Multifamily uses such as apartments are a permitted use in the T5 zone of the Town Center. The design configuration depicted on the Preliminary /Final Engineering Plan is consistent with the approved Concept Plan and Development Agreement. Vehicular access to the site is proposed via Michael Blake Boulevard, two proposed "Town Center Streets ", and Tuskawilla Road. The property will be divided into six blocks. As noted on the approved Concept Plan and in the approved Development Agreement, the developer has agreed to reserve blocks 4, 5, and 6 for mixed use and/or commercial development. One of the "Town Center Streets" that will be created will be the extension of Tree Swallow Boulevard that will be constructed across the middle portion of the property. Per the terms of the approved Development Agreement, this project is the only standalone multi - family residential project permitted to be developed on the entire property located north of S.R. 434, south of the Cross Seminole Trail, east of Tuskawilla Road, and west of the pedestrian trail bridge. In the event other multi - family projects are proposed on the remaining portions of the property, the units shall be incorporated into a mixed use development. A roundabout will be constructed at the proposed intersection of Michael Blake Boulevard and Tree Swallow Drive that is proposed to run in an east /west direction across the property. The roundabout at this location was previously approved by the City Commission as part of the Michael Blake Boulevard project; however; construction of the roundabout was deferred until development of the surrounding land. The eastern end of the roundabout will be appropriately stubbed out to allow for the future continuation of Tree Swallow Drive to the east. Parking will be provided in accordance with Town Center design standards behind the proposed buildings and on each of the streets that are proposed for construction. Additionally, tandem parking will be provided within garages that will be constructed on the first floor of several of the building types. The buildings will be setback from property lines consistent with the setbacks that are required in the T5 (Urban Center Zone) of the Town Center, which range between zero and eight feet along front property lines, and will be oriented toward the streets they are fronting on. This setback range and design configuration is reflective of historic downtown layouts throughout the United States. November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 5 of 7 As noted on the approved Concept Plan and in the approved Development Agreement, a wet detention pond is proposed on the east side of the Cross Seminole Trail pedestrian bridge that will serve the development. This wet detention pond was previously designed and permitted as a master wet detention pond to serve the Town Center Phase I1 project. The pond is sized to handle stormwater runoff from the entire undeveloped portion of the Town Center Phase 1I property. The Preliminary /Final Engineering Plan is consistent with the approved Concept Plan and Development Agreement, and is in compliance with all applicable policies of the Comprehensive Plan and all applicable requirements of the City Code of Ordinances and the Town Center District Code. Aesthetic Review The attached Aesthetic Review package includes all of the submittal requirements for aesthetic review as set forth in Section 9 -600 through 9 -607 and include the following: (a) a site plan; (b) elevations illustrating all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as maybe required. The procedures for review and approval are set forth in Section 9 -603. The City Commission may approve, approve with conditions, or disapprove the application only after consideration of whether the following criteria have been satisfied: (1) The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The project is located in the T5 (Urban Center Zone) of the Town Center. The design of the proposed units are consistent with the architectural design guidelines noted in the Town Center District Code and with the architectural elevations that were included as an exhibit to the approved Development Agreement. Architectural design elements such as cementitous lap siding, cementitous batten board, vinyl windows, and aluminum coping are provided. Expression lines are provided to demonstrate a separation from the first and second floors and to help break up blank expanses on the faVades. The architecture is complementary to the diverse styles of architecture that have been provided in the City and in the Town Center. (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 6 of 7 The design of the proposed units are characteristic of the architecture that is provided citywide and is in harmony with the surrounding residential and commercial developments in the Town Center. Additionally, the elevations are consistent with the elevations that were included as an exhibit to the approved Development Agreement. (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: (A) Front or side elevations, (B) Size and arrangement of elevation facing the street, including reverse arrangement, (C) Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. The proposed units are designed to contribute to the quality architectural styles that are typical of the Town Center and the City of Winter Springs. This project represents a positive addition to the Town Center and to the City of Winter Springs. Significant design features includes architectural design elements such as cementitous lap siding, cementitous batten board, vinyl windows, and aluminum coping. Expression lines are provided to demonstrate a separation from the first and second floors and to help break up blank expanses on the fagades. The architecture is consistent with the architectural elevations that were included as an exhibit to the approved Development Agreement. (4) The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The proposed project enhances the character and overall aesthetics of the Town Center and the surrounding area. The Town Center and the City of Winter Springs are comprised of diverse architectural styles and, therefore, the proposed project represents a positive addition to the City. (5) The proposed project is consistent and compatible with the intent and purpose of this Article, the Comprehensive Plan for Winter Springs, design criteria adopted by the city (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal state or local laws. The proposed project is consistent and compatible with the Comprehensive Plan and the design specifications and architectural styles that are noted in the Town Center District Code and with the architectural elevations that were included as an exhibit to the approved Development Agreement. The final architectural plans will be reviewed for compliance with all building code criteria. November 5, 2014 Planning & Zoning Board Agenda, Item 500 Page 7 of 7 (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite- resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of features such as cementitous lap siding, cementitous batten board, vinyl windows, and aluminum coping. Expression lines are provided to demonstrate a separation from the first and second floors and to help break up blank expanses on the fagades. The architecture is consistent with the architectural elevations that were included as an exhibit to the approved Development Agreement. The project provides distinctive design details that promote the character of the Town Center and the City of Winter Springs. FISCAL IMPACT: Development of the property will provide an increase in taxable value to the City, and will provide additional population in the Town Center which will increase the Town Center's demographic base and strengthen the support for business and future commercial development within the Town Center. Per Policy 2.3.3 of the Future Land Use Element of the Comprehensive Plan, a detailed fiscal impact analysis will be provided by the applicant prior to the City Commission meeting. A preliminary fiscal impact analysis is provided. COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media/press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. STAFF RECOMMENDATION: Staff recommends the Planning & Zoning Board forward a recommendation of approval to the City Commission for: 1) Preliminary /Final Engineering Plan, and 2) Aesthetic Review for a total of 279 multi - family units located on the east side of Tuskawilla Road, north of SR 434 and west of Michael Blake Boulevard. ATTACHMENTS: A. Preliminary /Final Engineering Plan B. Aesthetic Review C. Preliminary fiscal impact analysis D. Staff review comments A B C D C 7 G H i K 1 , 2 , 3 , 4 SITE UTILITY NOTES: 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE PROPER UTILITIES AUTHORITIES 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 10' DEEP 8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 10' DEEP 6" PVC SDR 35 PER ASTM D3034 DUCTILE IRON PIPE PER AWWA C150 4. WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE DEPICTED ON PLANS: 6" AND LARGER, PVC C -900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 and D2241. 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF T -0" COVER ON ALL WATERLINES AND SANITARY SEWER. 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY CITY OF WINTER SPRINGS PUBLIC WORKS BEFORE BACKFILLING. 8. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE SIX INCHES ABOVE UNPAVED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 9. EXISTING UTILITIES HAVE BEEN FIELD VERIFIED, HOWEVER, EXISTING UTILITIES SHALL BE RE- VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. THE EXISTING SANITARY SEWER SIZE, LOCATION, AND ELEVATION SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND DEPICTED ON THESE PLANS. 10. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES. 11. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. ALL WATER JOINTS ARE TO BE MECHANICAL RESTRAINED JOINTS. 14. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL RESTRAINED JOINTS AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C -151) (CLASS 50). 15. ALL SANITARY LATERALS (LESS THAN 6" DIAMETER) SHALL BE SLOPED AT A MINIMUM OF 1.00 %. 16. CONTRACTOR SHALL TURN OFF THE CORPORATION STOPS AT THE METERS FOR ALL WATER SERVICES THAT ARE TO BE REMOVED. 17. WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND /OR GRADING OF THE SITE THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. CONTRACTOR SHALL MINIMIZE DAMAGE TO TREE ROOT SYSTEM. 18. A MINIMUM OF 5 FT SEPARATION SHALL BE PROVIDED BETWEEN THE UNDERGROUND UTILITIES AND ANY PROPOSED LARGE CANOPY TREES. 19. PRIVATE DEDICATED UNDERGROUND FIRE MAINS AND FIRE HYDRANTS MUST BE INSTALLED BY A LICENSED FIRE CONTRACTOR CLASS I, II, III, IV. COMBINATION FIRE MAINS (SHARED DOMESTIC AND FIRE PROTECTION SERVICE) AND FIRE HYDRANTS UP TO THE DEDICATED FIRE PROTECTION SYSTEM "POINT OF SERVICE" CAN BE INSTALLED BY A LICENSED UNDERGROUND UTILITY /EXCAVATION CONTRACTOR, GENERAL CONTRACTOR, OR PLUMBING CONTRACTOR. 20. UNDERGROUND FIRE MAINS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 24 -2007 EDITION. STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. 21. IN PAVED AREAS, ALL CLEANOUT COVERS SHALL BE TRAFFIC RATED. GEOTECHNICAL DATA: CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE GEOTECHNICAL REPORT BY GHD SERVICES INC., REPORT REFERENCE 11105855, DATED JULY 30, 2015. CONTRACTOR SHALL FOLLOW THE "CONCLUSIONS AND RECOMMENDATIONS" (CH. 8) AND "FOUNDATION DESIGN" (CH. 9) OF THE REPORT. SITE GRADING NOTES: 5 , 6 , 7 SITE PLAN NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, ETC., PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED, UNLESS OTHERWISE NOTED. THOSE ISLANDS ARE TO HAVE CONC. CURB. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE MODIFIED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8. THE SITE WORK FOR THE PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC SPECIFICATIONS ". 9. LIGHTING ELECTRICAL PLANS TO BE PROVIDED BY DUKE ENERGY. 10. ALL SIGNAGE AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) STANDARDS AND SPECIFICATIONS. 11. ALL CONSTRUCTION DUMPSTERS TO BE WASTE PRO, NO EXCEPTIONS. 12. NO ONSITE BURNING IS ALLOWED AT ANY TIME. 13. ALL ORGANIC OR OTHER UNSUITABLE MATERIALS MUST BE HAULED OFF THE SITE AND PROPERLY DISPOSED. 14. PAYMENT OF THE 1% SITE INSPECTION FEE IS DUE PRIOR TO BREAKING GROUND. FEE IS 1% OF THE TOTAL SITEWORK CONSTRUCTION COST, NOT INCLUDING ITEMS COVERED BY A BUILDING PERMIT. 15. PROVIDE A VIDEO INSPECTION OF ALL SANITARY SEWER MAINS, SANITARY SEWER LATERALS, AND ALL STORMWATER PIPES. PROVIDE THE CITY WITH A DVD COPY OF ALL VIDEO INSPECTIONS. ATTACHMENT A PARCEL ID #m. 26- 20- 30- 5AR- OA00 -006C 26- 20- 30- 5AR- OA00 -007K 26- 20- 30- 5AR- OA00 -007F WINTER SPRINGS APARTMENTS OWNER IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS AT 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FLORIDA OWNER'S REPRESENTATIVE CS CAPITAL MANAGEMENT/ WHITAKER CAPITAL PAUL SAYLOR BRIAN LOVE 404 - 490 -4988 Ten tral fldS ?ariC 0 NORTH qb 4341 PROJECT h't Lan LOCATION ' 415E t Y r 419 -. tafa O 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING 14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. UTILITIES SERVING THE STRUCTURE. RETENTION /DETENTION AND OTHER EASEMENT RIGHTS AND PRIVILEGES 77070-2516, SHEET 10 OF 13, P.I. STATION 600 +32.11); THENCE RUN S38 °23'34 "E A 15. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING TO THE EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 2803, UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND PAGE 647, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS 16. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYOR CONSULTANT. IF THE CONTRACTOR BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES LEAST DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR T HE 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE T SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE FOR REVIEW. PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SITE PLAN - WEST THENCE RUN S47 °54'36 "E A DISTANCE OF 34.00 FEET; THENCE RUN S3759'33 "E A 17. ALL EXISTING MANHOLE RIMS TO BE FLUSH WITH FINISHED GRADE. CONTRACTOR TO INSTALL MANHOLE RISERS OR DISTANCE OF 57.62 FEET, THENCE RUN S68 °24'08 "E A DISTANCE OF 52.48 FEET TO ADJUST EXISTING FRAMES AS NECESSARY. 3. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. GRADING PLAN - WEST GRANT ON LAKE JESSUP AS RECORDED IN PLAT BOOK 1, PAGE 5; THENCE RUN 18. EXISTING GRATE ELEVATIONS TO REMAIN. WHERE PAVEMENT OVERLAY IS TO BE PLACED, FEATHER OVERLAY TO 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. MATCH EXISTING GRATE ELEVATION TO FORM A SMOOTH TRANSITION. 5. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 19. SPOT ELEVATIONS ADJACENT TO CURBS REPRESENT EDGE OF PAVEMENT ELEVATIONS, TOP OF CURB SHOULD BE CONSIDERED 6" HIGHER. 6. STORM PIPE SHALL BE PER MASTER SITE SPECIFICATIONS SECTION 02630. 20. CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE, AS DEPICTED ON SWPPP SITE MAPS 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE 21. STRIP THE SURFICIAL ORGANIC SANDS AND IMPORT A MINIMUM OF 2 FEET OF PRE - APPROVED ENGINEERED FILL CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO WITHIN THE LIMITS OF PROPOSED BUILDING FOUNDATIONS AND PAVEMENT. RETURN IT TO EXISTING CONDITIONS OR BETTER. UTILITY PLAN - NORTH DISTANCE OF 176.05 FEET; THENCE RUN S3721'37E A DISTANCE OF 71.69 FEET TO A 22. AFTER STRIPPING IS COMPLETE, THE EXPOSED SUBGRADE SHALL BE OBSERVED, TESTED AND PROOF - ROLLED WITH 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS A MINIMUM OF 10 PASSES WITH A HEAVY VIBRATORY ROLLER IN PERPENDICULAR DIRECTIONS. WATERTIGHT PLAN AND PROFILE SHEET 3 - TREE SWALLOW ROAD C20.0 23. FILL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 9 TO 12 INCHES IN LOOSE THICKNESS, WITH EACH LIFT COMPACTED 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TO AT LEAST 95 PERCENT OF THE SOILS MODIFIED PROCTOR DRY DENSITY, (ASTM D- 1557), AT A DEPTH OF 1 FOOT BELOW TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS THE COMPACTED SURFACE, AS DETERMINED BY IN -PLACE DENSITY TESTS. SHALL BE LABELED "STORM SEWER ". PLAN AND PROFILE SHEET 2 - PERIMETER ROAD C24.0 24. FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. SWALE PLAN PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. IMPORTED FILL OR BACKFILL SHOULD CONSIST OF FINE SAND WITH LESS THAN 15 PERCENT PASSING THE NO. 200 SIEVE, FREE C27.0 OF RUBBLE, ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL. 11. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT WATER DETAILS AND CONTINUOUS GRADE. 26. MOISTURE CONTENT OF THE FILL SHALL BE WITH IN +/ -2 PERCENT OF OPTIMUM MOISTURE CONTENT AS C30.0 ESTABLISHED IN ASTM D -1557. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED GENERAL DETAIL SHEET 2 AREAS. 27. ONE FIELD DENSITY TEST SHALL BE CONDUCTED PER 2,500 SQUARE FEET (OR FRACTION THEREOF) PER LIFT, IN THE BUILDING AREA, S1.0 1 TEST PER 5,000 SQUARE FEET IN PAVEMENT AREAS. 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3HAV OR STEEPER. CONTRACTOR SHALL 28. ALTHOUGH THE EXPOSED SUBGRADE IS ANTICIPATED TO BE RELATIVELY STABLE UPON INITIAL EXPOSURE, STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND UNSTABLE SUBGRADE CONDITIONS COULD DEVELOP DURING GENERAL CONSTRUCTION OPERATIONS IF THE SOILS ARE OF VEGETATION IS OBTAINED. WETTED AND /OR SUBJECTED TO REPETITIVE CONSTRUCTION TRAFFIC. 29. LANDSCAPED AREAS BETWEEN RESIDENTIAL BUILDINGS AND SIDEWALKS ALONG PUBLIC ROADS SHALL BE SLOPED SUCH THAT THE E OT F U G I O D I F Q 2 30. PER TOWN CENTER CODE ALL RESIDENTIAL FINISHED FLOORS MUST BE 2 FEET ABOVE THE ADJACENT SIDEWALK GRADE OR AS ESTABLISHED IN THE DEVELOPER'S AGREEMENT. 4 ' 5 ' VICINITY MAP NTS DEVELOPMENT MANAGER / APPLICANT POLLACK SHORES REAL ESTATE GROUP 5005 INTERBAY BOULEVARD TAMPA, FLORIDA 33611 ANTHONY M. EVERETT 813- 831 -5619 LEGAL DESCRIPTION THE POINT OF TANGENCY; THENCE RUN S77 °43'04 "E A DISTANCE OF 187.98 FEET; THENCE RUN S46 °13'52 "E A DISTANCE OF 177.70 FEET; THENCE RUN S32 °50'43 "E A DISTANCE OF 662.97 FEET TO THE INTERSECTION OF SAID SOUTHERLY LINE AND THE NORTHWESTERLY LINE OF SAID ACQUISITION PARCEL B; THENCE RUN S50 °31'58 "W ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 997.88 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070 -2517, SHEET 11 OF 13); THENCE DEPARTING SAID NORTHWESTERLY LINE RUN N38043'1 6"W ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 431.17 FEET TO THE POINT OF CURVATURE OF A NON - TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 7905.47 FEET AND A CHORD BEARING OF N37 °00'57 "W; THENCE RUN ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 3 °24'37" A DISTANCE OF 470.54 FEET TO THE END OF SAID CURVE; THENCE RUN S51 °16'44 "W A DISTANCE OF 14.00 FEET; THENCE RUN N39-43'16 "W A DISTANCE OF 136.42 FEET TO THE SOUTHEAST CORNER OF AFORESAID RELEASE PARCEL 2; THENCE CONTINUE N38 °43'16 "W A DISTANCE OF 138.78 FEET TO THE SOUTHWEST CORNER OF RELEASE PARCEL 2; THENCE CONTINUE N38 °43'16 "W A DISTANCE OF 308.12 FEET TO THE MOST SOUTHERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 2803, PAGE 643; THENCE DEPARTING SAID NORTHEASTERLY RIGHT OF WAY LINE RUN N30 °04'56 "E ALONG THE SOUTHEASTERLY LINE OF SAID PROPERTY, A DISTANCE OF 220.00 FEET; THENCE RUN N38 °43'16 "W ALONG THE NORTHEASTERLY LINE OF SAID PROPERTY, A DISTANCE OF 188.20 FEET TO THE POINT OF BEGINNING. ALSO "B" A PORTION OF LOTS 5, AND 6, BLOCK "A ", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 31, TOWNSHIP 20 SOUTH, RANGE 31 EAST AND SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070 -2517, SHEET 10 OF 13, P.I. STATION 600 +32.11); THENCE RUN S38 123134 11E A DISTANCE OF 27.48 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE DEPARTING SAID BASELINE RUN N30°04'56 "E A DISTANCE OF 258.26 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY KNOWN AS BRANTLEY AVENUE), AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE CONTINUE N30 °04'56 "E, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 960.70 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THE MAGNOLIA PARK ACQUISITION AS DESCRIBED IN THE AFOREMENTIONED SPECIAL WARRANTY DEED: THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE OF WAY LINE OF THE AFOREMENTIONED SPECIAL WARRANTY DEED; THENCE RUN N30 °04'56 "E ALONG SAID EASTERLY RIGHT OF WAY LINE SAID LINE BEING 6,00 FEET EAST OF AND PARALLEL TO THE AFORESAID EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY KNOWN AS BRANTLEY AVENUE), A DISTANCE OF 357.89 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1110.99 FEET AND A CHORD BEARING OF S1215 1'55"W, SAID POINT ALSO BEING ON THE WESTERLY LINE OF THE C.S.X. TRANSPORTATION INCORPORATED "LAKE CHARM BRANCH" RAIL CORRIDOR; THENCE DEPARTING SAID RIGHT OF WAY LINE RUN ALONG SAID WESTERLY LINE AND ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 05 °23'44 ", A DISTANCE OF 104.62 FEET TO THE POINT OF TANGENCY; THENCE RUN S 15 °33'47 "W A DISTANCE OF 266.50 FEET TO A POINT ON THE AFORESAID NORTHERLY BOUNDARY LINE OF THE MAGNOLIA PARK ACQUISITION; THENCE RUN N59 °55'04 "W ALONG SAID NORTHERLY BOUNDARY LINE A DISTANCE OF 97.77 FEET TO THE POINT OF BEGINNING. ALSO: "A" A PORTION OF LOTS 5, 6, 7 AND 8, BLOCK "A ", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 31, TOWNSHIP 20 SOUTH, RANGE 31 EAST AND SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AERIAL PHOTO RUN S59 °55'04 "E ALONG SAID NORTHERLY BOUNDARY LINE A DISTANCE OF 6.00 FEET FORA POINT OF BEGINNING, POINT BEING A POINT ON THE EASTERLY RIGHT OF WAY LINE OF THE AFOREMENTIONED SPECIAL WARRANTY DEED; THENCE RUN N30 °04'56 "E ALONG SAID EASTERLY RIGHT OF WAY LINE SAID LINE BEING 6.00 FEET EAST OF AND PARALLEL TO THE AFORESAID EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY KNOWN AS BRANTLEY AVENUE), A DISTANCE OF 357.89 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1110.99 FEET AND A CHORD BEARING OF S1 2 °51'55 "W, SAID POINT ALSO BEING ON THE WESTERLY LINE OF THE C.S.X. TRANSPORTATION INCORPORATED "LAKE CHARM BRANCH" RAIL CORRIDOR; THENCE DEPARTING SAID RIGHT OF WAY LINE RUN ALONG SAID WESTERLY LINE AND ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 05 °23'44 ", A DISTANCE OF 104.62 FEET TO THE POINT OF TANGENCY; THENCE RUN S1 5 °33'47 "W A DISTANCE OF 266.50 FEET TO A POINT ON THE AFORESAID NORTHERLY BOUNDARY LINE OF THE MAGNOLIA PARK ACQUISITION; THENCE RUN N59 °55'04 "W ALONG SAID NORTHERLY BOUNDARY LINE A DISTANCE OF 97.77 FEET TO THE POINT OF BEGINNING. ALSO: "A" A PORTION OF LOTS 5, 6, 7 AND 8, BLOCK "A ", D.R MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 31, TOWNSHIP 20 SOUTH, RANGE 31 EAST AND SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070 -2516, SHEET 10 OF 13, P.I. STATION 600 +32.11), THENCE RUN S3W2334 "E A DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE DEPARTING SAID BASELINE RUN N50 °31'58 "E A DISTANCE OF 97.29 TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF THE AFORESAID STATE ROAD 434, AS SHOWN ON SAID RIGHT OF WAY MAP, FOR THE POINT OF BEGINNING; THENCE RUN N50 °31'58 "E A DISTANCE OF 1,033.48 FEET; THENCE RUN N39 °28'02 "W A DISTANCE OF 15.00 FEET, THENCE RUN N50°31'58 "E A DISTANCE OF 106.44 FEET; THENCE RUN S83 003'12 "E A DISTANCE OF 94.74 FEET; THENCE RUN 5475436 "E A DISTANCE OF 34.00 FEET, THENCE RUN S37 °59'33 "E A DISTANCE OF 57.62 FEET; THENCE RUN S68 °24'08 "E A DISTANCE OF 52.48 FEET TO THE EASTERLY LINE OF BLOCK "A ", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP AS RECORDED IN PLAT BOOK 1, PAGE 5, THENCE RUN S05 °1 3'52 "W ALONG SAID EASTERLY LINE OF BLOCK "A" A DISTANCE OF 251.46 FEET; THENCE DEPARTING SAID EASTERLY LINE OF BLOCK "A" RUN S62 °36'00 "W A DISTANCE OF 109.52 FEET; THENCE RUN S50 °54'04 "W A DISTANCE OF 11.72 FEET; " THENCE RUN S2200FI W A DISTANCE OF 65.99 FEET; THENCE RUN S29 °00'27 "W A DISTANCE OF 44.28 FEET; THENCE RUN S52 °03'03 "W A DISTANCE OF 9.60 FEET; THENCE RUN S28 °03'23 "W A DISTANCE OF 97.92 FEET; THENCE RUN S44 °20'04 "E A ALONG SAID EASTERLY LINE OF BLOCK "A" S05 °13'52 "W A DISTANCE OF 42.89 FEET; THENCE DEPARTING SAID EASTERLY LINE OF BLOCK "A" RUN N275626 "W A DISTANCE OF 41.29 FEET; THENCE RUN N36 °31'04 "W A DISTANCE OF 54.59 FEET; THENCE RUN N52 032'01 "W A DISTANCE OF 245.40 FEET, THENCE RUN S89006'27W A DISTANCE OF 57.99 FEET; THENCE RUN S66 °3702 "W A DISTANCE OF 39.09 FEET; THENCE RUN S46 °29'24 "W A DISTANCE OF 41.50 FEET; THENCE RUN S28 °55'33 "W A DISTANCE OF 34.27 FEET, THENCE RUN S10 °02'16 "W A DISTANCE OF 55.95 FEET, THENCE RUN S03 °05'47 "W A DISTANCE OF 52.29 FEET; THENCE RUN S0751'l3 "W A DISTANCE OF 30.86 FEET; THENCE RUN S00 °4747W A DISTANCE OF 49.12 FEET; THENCE RUN 507°25'22 "W A DISTANCE OF 52.87 FEET; THENCE RUN S6706'00 "W A DISTANCE OF 15.29 FEET; THENCE RUN S79 °35'01 "W A DISTANCE OF 69.29 FEET; THENCE RUN N89'1 8'43"W A DISTANCE OF 96.92 FEET; THENCE RUN N60 °50107 11W A DISTANCE OF 119.48 FEET; THENCE RUN S86 °04'53 "W A DISTANCE OF 186.65 FEET; THENCE RUN S09 °51'29 "W A DISTANCE OF 3.05 FEET; THENCE RUN N38°52'I VW A DISTANCE OF 121.02 FEET; THENCE RUN S51 °16'44 "W A DISTANCE OF 5.00 FEET TO A POINT ON THE AFOREMENTIONED NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434, THENCE RUN ALONG THE SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 N38 °43'1 6 "W A DISTANCE OF 73.56 FEET TO THE POINT OF BEGINNING. CONTAINING THEREIN 45.687 ACRES MORE OR LESS. COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD TOGETHER WITH ALL EASEMENTS FOR INGRESS AND EGRESS AND (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION RETENTION /DETENTION AND OTHER EASEMENT RIGHTS AND PRIVILEGES 77070-2516, SHEET 10 OF 13, P.I. STATION 600 +32.11); THENCE RUN S38 °23'34 "E A INURING TO THE BENEFIT OF THE AFOREDE SCRIBED PROPERTY AND PURSUANT DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID TO THE EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 2803, RIGHT OF WAY MAP; THENCE DEPARTING SAID BASELINE RUN N50 °31'58 "E A PAGE 647, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. DISTANCE OF 97.29 TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF SWPPP DETAILS & NOTES THE AFORESAID STATE ROAD 434, AS SHOWN ON SAID RIGHT OF WAY MAP, FOR MASTER SITE LAYOUT PLAN THE POINT OF BEGINNING; THENCE RUN N50 °31'58 T A DISTANCE OF 1,033.48 FEET; ROUNDABOUT SIGNAGE AND DETAILS THENCE RUN N39 °28'02 "W A DISTANCE OF 15.00 FEET; THENCE RUN N50 131'58 "E A TRUCK ACCESS PLAN DISTANCE OF 106.44 FEET; THENCE RUN S83 °03' 12 "E A DISTANCE OF 94.74 FEET; SITE PLAN - WEST THENCE RUN S47 °54'36 "E A DISTANCE OF 34.00 FEET; THENCE RUN S3759'33 "E A SITE PLAN - EAST DISTANCE OF 57.62 FEET, THENCE RUN S68 °24'08 "E A DISTANCE OF 52.48 FEET TO SITE PLAN - NORTH THE EASTERLY LINE OF BLOCK "A ", D.R. MITCHELL'S SURVEY OF THE LEVY GRADING PLAN - WEST GRANT ON LAKE JESSUP AS RECORDED IN PLAT BOOK 1, PAGE 5; THENCE RUN GRADING PLAN - EAST S05 °13'52 "W ALONG SAID EASTERLY LINE OF BLOCK "A" A DISTANCE OF 251.46 GRADING PLAN - NORTH FEET; THENCE DEPARTING SAID EASTERLY LINE OF BLOCK "A" RUN S62 °36'00 "W A MASTER UTILITY PLAN DISTANCE OF 109.52 FEET; THENCE RUN S50 °54'04 "W A DISTANCE OF 11.72 FEET, WATER SERVICES DETAIL PLAN THENCE RUN S22 °01'1 3 "W A DISTANCE OF 65.99 FEET, THENCE RUN S29o00'27W A UTILITY PLAN - WEST DISTANCE OF 44.28 FEET; THENCE RUN S52 °03'03 "W A DISTANCE OF 9.60 FEET; UTILITY PLAN - EAST THENCE RUN S28 °03'23 "W A DISTANCE OF 97.92 FEET, THENCE RUN S44 °20'04 "E A UTILITY PLAN - NORTH DISTANCE OF 176.05 FEET; THENCE RUN S3721'37E A DISTANCE OF 71.69 FEET TO A PLAN AND PROFILE SHEET 1 - TREE SWALLOW ROAD POINT ON THE AFOREMENTIONED EASTERLY LINE OF BLOCK "A'; THENCE RUN PLAN AND PROFILE SHEET 2 - TREE SWALLOW ROAD 9 10 12 13 ENGINEER LOCHRANE ENGINEERING, INC. 201 S. BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANKLIN A. PORTER, P.E. 407 - 896 -3317 PLANS NO. DESCRIPTION C1.0 COVER SHEET C2.0 DEMOLITION PLAN C3.0 SWPPP PHASE 1 PLAN C4.0 SWPPP PHASE 2 PLAN C5.0 SWPPP DETAILS & NOTES C6.0 MASTER SITE LAYOUT PLAN C6.1 ROUNDABOUT SIGNAGE AND DETAILS C6.2 TRUCK ACCESS PLAN C7.0 SITE PLAN - WEST C8.0 SITE PLAN - EAST C9.0 SITE PLAN - NORTH C10.0 GRADING PLAN - WEST C11.0 GRADING PLAN - EAST C12.0 GRADING PLAN - NORTH C13.0 MASTER UTILITY PLAN C13.1 WATER SERVICES DETAIL PLAN C14.0 UTILITY PLAN - WEST C15.0 UTILITY PLAN - EAST C16.0 UTILITY PLAN - NORTH C17.0 PLAN AND PROFILE SHEET 1 - TREE SWALLOW ROAD C18.0 PLAN AND PROFILE SHEET 2 - TREE SWALLOW ROAD C19.0 PLAN AND PROFILE SHEET 3 - TREE SWALLOW ROAD C20.0 PLAN AND PROFILE SHEET 1 - MICHAEL BLAKE BLVD. C21.0 PLAN AND PROFILE SHEET 2 - MICHAEL BLAKE BLVD. C22.0 PLAN AND PROFILE SHEET 1 - PERIMETER ROAD C23.0 PLAN AND PROFILE SHEET 2 - PERIMETER ROAD C24.0 PLAN AND PROFILE SHEET 2 - PERIMETER ROAD C25.0 SWALE PLAN C26.0 STORMWATER POND SHEET C27.0 LIFT STATION SHEET C28.0 WATER DETAILS C29.0 SANITARY SEWER DETAILS C30.0 GENERAL DETAIL SHEET 1 C31.0 GENERAL DETAIL SHEET 2 C32.0 PERIMETER ROAD CONSTRUCTION MOT PLAN S1.0 BOUNDARY AND TOPOGRAPHIC SURVEY JURISDICTION / UTILITIES SITEWORK CONSTRUCTION CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708 407 - 327 -1800 WATER MANAGEMENT: S.J.W.M.D. 601 S. LAKE DESTINY RD, SUITE 200 MAITLAND, FLORIDA 32751 407 - 695 -4800 WATER CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708 407 - 327 -2669 WASTEWATER CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708 407 - 327 -2669 ELECTRIC: DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FLORIDA 32765 800 - 700 -8744 TELEPHONE: AT &T ORLANDO, FLORIDA 32801 407 - 351 -8190 CABLE: BRIGHTHOUSE 3767 ALL AMERICAN BLVD. ORLANDO, FLORIDA 32810 407 - 291 -2500 14 15 CONSULTANTS CIVIL ENGINEER: LOCHRANE ENGINEERING, INC. 201 SOUTH BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANK A. PORTER, P.E. 407 - 896 -3317 SURVEYOR: LOCHRANE ENGINEERING, INC. 201 SOUTH BUMBY AVENUE ORLANDO, FLORIDA 32803 CHRIS LABERG, P.E. 407 - 896 -3317 ARCHITECT: THE PRESTON PARTNERSHIP, LLC 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 DAVID YUNG, AIA, LEED AP BD +C 770 - 396 -7248 LANDSCAPE: THE PRESTON PARTNERSHIP, LLC 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 DAVID YUNG, AIA, LEED AP BD +C 770 - 396 -7248 GEOTECH: GHD SERVICES INC. EAST FOWLER AVENUE TAMPA, FLORIDA 33617 813 - 971 -3882 16 v d p J M �Ww U Y W O0 d U �!`t4P:VC ENSF:�F9 �' W' No 69092 W% '. STATE OF , y� O 7W IoNA� EN > of taA ", gi yaigmed by Fran li@, rrt0 ; J a �,,,, : V�+`final Site o g iff�e§l g' Submittal ,te: 2045.11.19 23:17:315 U) Z 0 L W w 111111 0 0 0 IN hN m ❑ z Lu �❑z � Q U Z Z ❑ J Z 7 Q a m W ,pZw,WY03 (D NUgzw-6wp Z a 0 0 Y v�i�wC70U =w j wz?z?Ur= Cf �O�o!YQwin Q T0wRR= >= F-z 'OF-wt ZR2w� =�O LL 0]=H 00m, i) ❑0mg(7D w Wmz zO�m QNZ�a,=ww 90D [r(nF�z= D F t Q F Q 9 H O >pz >vi WO Z w U N W w U U �m<w Lu '03 c" " rr w❑ °o=m�wp w ❑wpUNw�O W 0LLU_c7wQQ'? Z UUOzZ C7 w❑pwa�W?z Z ww> V ❑NU' g W o a H a. m K Q� m❑ UI J J U- Ln N 1 IT L_ CN I- W W U) \W 0 U SHEET C1.0 E Q O O O O 0 Z O O O O co O O O O O O rq O O O O J Q Z O O O z O O O O O / O U) (D Z W Z LLI a Q a Z p > J W_j J m Q Q C) OCO LL U) Ur Z (n Z a 0Y W I- 0 Z 0- Cn U - � U) z � LLI Z oz CV LLI > LL o Z W W m Ln N 1 IT L_ CN I- W W U) \W 0 U SHEET C1.0 E Q O O O O 0 Z O O O O co O O O O O O rq O O O O J Q Z O O O z O O O O O / O 9 n 7 G C O n 9 n I 9 9 n 9 Z I �l 9 G 9 C C C F C F I L .J `Y .J V A B C D E E G 1 1 2 1 3 BEST MANAGEMENT PRACTICES SEQUENCE 4 5 1. SITE DESCRIPTION 3. MAINTENANCE: 1. SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS SHALL A. CONSTRUCTION OF 10 MULTIFAMILY APARTMENT BUILDINGS, PUBLIC ROADS, AND SURFACE BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY PARKING AREAS. REACH APPROXIMATELY ONE -HALF THE HEIGHT OF THE BARRIER. A 2. INLETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 3. BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE- SEEDED PER MANUFACTURES' INSTRUCTIONS. 4. MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL MEASURES ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. CONTROLS ARE TO BE REPLACED OR REPAIRED IF IN A SUBSTANDARD CONDITION. ALL 6 7 8 9 10 C. TOTAL SITE AREA: 12.4± ACRES MA TE AN DIF CA ON AR TO E T O P NS S EY OC R. DISTURBED SITE AREA: 12.4 ±ACRES 4. INSPECTIONS: D. SOILS: THE SOILS (PER NRCS) POMELLO, ST JOHNS /EAUGALLIE Q A QUALIFIED INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE 1 If WATERS OF THE STATE AND MS4 (CITY OF WINTER SPRINGS & FDOT); DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED; AREAS USED E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT: 16.21 ACRES FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; STRUCTURAL DRAINAGE AREA FOR PROPOSED DISCHARGE POINT., 16.2± ACRES CONTROLS; AND, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS /se F. LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT: 0.50 INCHES OR GREATER. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION /5e DISCHARGE POINT LAT., 28° 41' 43.8" N SHALL BE MADE AND RETAINED IN THE CONSTRUCTION TRAILER AS PART OF THE / DISCHARGE POINT LONG: 81015'32. 1 " W STORMWATER POLLUTION PREVENTION DISCHARGES TO EXISTING WETLANDS /yF 5. N -S OR A R ISC AR ES: / e LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT: s DISCHARGE POINT LAT: 28° 41' 43.8" N IT N ANTICIPATED THAT THE FOLLOWING NON- STORMWATER DISCHARGES MAY OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: DISCHARGE POINT LONG: 81'15'32. 1" W /5 1. WATER FROM LINE FLUSHINGS DISCHARGES TO EXISTING WETLANDS 2. PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) zj /// a5 5 2. CONTROLS 3. SITE WATERING, TO ALLEVIATE FUGATIVE DUST 4. ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT USE DETERGENTS / A. EROSION AND SEDIMENT CONTROLS: 5. IRRIGATION DRAINAGE ay ay (1) STABILIZATION PRACTICES: IF SAID DISCHARGES DO OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY EROSION a5 5 1. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S CONTROL MEASURES PRIOR TO DISCHARGE j RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE FOR SEVEN DAYS. 6. CONTRACTOR /SUBCONTRACTOR CERTIFICATION: a5 5 2. MULCHING PRACTICES AND SOD SHALL BE APPLIED TO PARKING LOT ISLANDS. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED ABOVE MUST SIGN THE / FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, 2 / (2) STRUCTURAL PRACTICES: AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA 1. PRIOR TO CLEARING, A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL / SITE, AS SHOWN HEREIN. CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN /y 2. DURING THE CLEARING, GRUBBING, AND SITE GRADING STAGES, AREAS TO BE LEFT PREPARED THEREUNDER." 5 DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED PER THE MANUFACTURER'S SPECIFICATIONS. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OFSTRAWPERACRE LIMITS OF DISTUR CE 3. AFTER ALL INITIAL SITE GRADING WORK, ALL PROPOSED INLETS /OUTFALLS, ONCE INSTALLED, / SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF THE INLET PROTECTION DESIGNATED ON THE SITE MAP. DISTURBED PORTIONS OF THE SITE WHERE z / CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WITH SEED OR / 4 y DOUBLE SILT SOD AS INDICATED ON THE SITE MAP NO LATER THAN 14 DAYS AFTER THE LAST / CONSTRUCTION ACTIVITY. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING. E 5 LEGEND 4. ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION 5. IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS THE CITY OF O EROSION DETAILS QWINTER SPRINGS SHALL BE NOTIFIED. /„y B. PERMANENT STORMWA TER MANAGEMENT CONTROLS: Q c�° CE TEMPORARY STONE CONSTRUCTION EXIT (SEE DETAIL 1, SHEET C5.0) s / 1. CATCH BASINS AND STORM SEWER SYSTEM ON -SITE TO PROVIDE POSITIVE DRAINAGE OF THE ENTIRE SITE TO THE DISCHARGE POINT. SF SF TEMPORARY SILT FENCE WITH WIRE / /n 0� SUPPORT (SEE DETAIL 5, SHEET C5.0) / C. CONTROLS FOR OTHER POLLUTANTS: CURB INLET PROTECTION IP1 1. WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OFINAN APPROPRIATE LEGALMANOR ,AND (SEE DETAIL 3, SHEETC5.0) 0 Q COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE DISPOSAL AND l COMMERCIAL SITE DEVELOPMENT. IPZ INLET PROTECTION r O (SEE DETAIL 4, SHEET C5.0) 2. VEHICLE TRACKING: OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION WILL BE MINIMIZED VIA BEST POSSIBLE PRACTICES, DAILY SWEEPING AND THE USE OF WATER TO PROPERTY LINE KEEP DUST DOWN. - - - - - - - - - - PROPOSED LIMITS 3. FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A OF DISTURBANCE MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS' SUGGESTED APPLICATION APPLICATION RATES. THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED / y SHED. 4. TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED. /F 5. OTHER: PORT -O -LETS WILL BE PLACED AWAY FROM THE STORM SEWER SYSTEMS AND STORM INLETS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON -SITE. A WASHDOWN AREA /ye eF SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED IN ANY AREA THAT WILL / ALLOW FOR THE DISCHARGE OF POLLUTED RUNOFF. A SMALL VEGETATED BERM SHALL BE sF PLACED AROUND THE WASHDOWN AREA. MH = 40.43' NV.= 33.04' E NV.= 32.73' I NV.= 32.89' .INV. = 33.05' S CINL TOP OF - RUCTURF- 40.61' NV= 35.01' SE. V- 35.20' i K / SF SF SF � SF / SF js SF SF SF SF SF SF SF SF / / � A ' a Z �s ciNL T STS MH RIM ELEV= 43.86' \sTS TRUCTURE 40.79' E. INV= 38.31' W. INV= 41.56' NV-32. 0' \ ,� 12 L ITS OF DISTURBANC SILT FEN \� \" SS MH IM= 42.24' \ .INV.-J6.00' S . V.= 36.90' \s POND OUT FLO a f 8" PVC S. END /V) S. ds o U a � N 0 0 I IRON FENCE 2 FLOW 3 1.80' STS CB GRATE -42.82 E I NV. - 37.32' STS MH RIM =3� cj // <6� �e A nF� o�Q r �, `�4c� Cj e° r ti \ \ N �LL N 9 \ r i 12 13 1 14 1 15 22 js N1 iY s� � s � s\ V N\ \ \ N\ N\ r �\ \� T T \ \\ \ N\ u LL\ \ \\ 1 A T IG� ,I Y 3 SF SF SF SF SF SF _,SF SF SF SF SF SF SF I - - - - -- _ -� S S F � 5 F � 5 F N S F N S F N S F � 5 F � 5 F � 5 F- S F N S F � 5 F � 5 F 5 F N S F N S F N S F � 5 F � 5 F � - - - - - - - �� IT � \T LLI \ LIMITS OF DIS RBANCE I I i IT I II LLI T� I T� SILT FE I SILT FENCE j l �I I I CE A T D 6 LIMITS OF DISTURBANCE � T I I I IIIT �J I IP1 - I STS CINL RIM-41.79' �- = 36.19' 4 ' 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 13 16 v d p J M W W Y 9* L7 U W d 0 U •�P�'�`c E'NS �qT F�+ No 69092 STATE OF ;lye p W Di it!�ed by Frank irQA S J 4 R sW IS'�inal Site En il4Per S bmitt& DIte: 20'1'5.10.13 20:35.31-04- 0 SCALE: 1" = 50' 0 50 100 Js \ \ ys ys\ �I � II �I I "I JI sF / sF / FOR CONTINUATION LLI ERROSION CONTROL GI I SEE SWALE AND STO POND SHEETS LLI � NI LLI NI LLI I I I � NI LLI II I NI � yl � II I II I LLI I' I � NI � LLI I' I II I LLI I I I LLI II I LLI � II I IP1 14 RES ER STS CINL \ RIM-40.02' E I NV. - 34.48' S.I NV. = 34.37' W.IN1-­34_3' 15 16 U) Z O 1 � W 111111 ° z w o o u; Q p °z I 2 �zzz °° LL J oo- FZ�Wy03: !Il NUg ZrO wO W Z Z Z Z U F S �OO QV7 rn Iwo rz p°FwLL r�/ Z ff°wLL =�O LL 05=01 mF 0z0 w w co Z O z O W m 0 NzafLL� ww QOD afco z= n/ L 0FQ�7� O >0z ww Z W U w � w w U U QmO g w P D rFw wF -z>o W K N LL �=mafw0 W I0 O wOUNw�- W O LL LL I w� Z - Z O U O z Z Q Q 0 rpwa�W�Z Z D) jo °Q0� W �am?zz <Lu UI J J LL z 0 Z Q � W > U) m0 Z Q/ W J cIf/'� - IL lI ^ LL 1V...1 J...1 U) CID a Z o z_ Z Q 0- U z C) - 0 W LL o Z O Z N > Z j W W m E Q Ln N W Ln U) QO 2 Z N � Q � L^.L O I..L 0-) z be Ica aQ Q i ' W cn Q cn u J N � O O LLI J z LL un o O O N SHEET O C3.0 0 STS MH RIM ELEV= 43.86' S. INV= 38.01' E. INV= 38.31' W. INV= 41.56' FLOW 3 1.80' STS CB GRATE -42.82 E I NV. - 37.32' STS MH RIM =3� cj // <6� �e A nF� o�Q r �, `�4c� Cj e° r ti \ \ N �LL N 9 \ r i 12 13 1 14 1 15 22 js N1 iY s� � s � s\ V N\ \ \ N\ N\ r �\ \� T T \ \\ \ N\ u LL\ \ \\ 1 A T IG� ,I Y 3 SF SF SF SF SF SF _,SF SF SF SF SF SF SF I - - - - -- _ -� S S F � 5 F � 5 F N S F N S F N S F � 5 F � 5 F � 5 F- S F N S F � 5 F � 5 F 5 F N S F N S F N S F � 5 F � 5 F � - - - - - - - �� IT � \T LLI \ LIMITS OF DIS RBANCE I I i IT I II LLI T� I T� SILT FE I SILT FENCE j l �I I I CE A T D 6 LIMITS OF DISTURBANCE � T I I I IIIT �J I IP1 - I STS CINL RIM-41.79' �- = 36.19' 4 ' 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 13 16 v d p J M W W Y 9* L7 U W d 0 U •�P�'�`c E'NS �qT F�+ No 69092 STATE OF ;lye p W Di it!�ed by Frank irQA S J 4 R sW IS'�inal Site En il4Per S bmitt& DIte: 20'1'5.10.13 20:35.31-04- 0 SCALE: 1" = 50' 0 50 100 Js \ \ ys ys\ �I � II �I I "I JI sF / sF / FOR CONTINUATION LLI ERROSION CONTROL GI I SEE SWALE AND STO POND SHEETS LLI � NI LLI NI LLI I I I � NI LLI II I NI � yl � II I II I LLI I' I � NI � LLI I' I II I LLI I I I LLI II I LLI � II I IP1 14 RES ER STS CINL \ RIM-40.02' E I NV. - 34.48' S.I NV. = 34.37' W.IN1-­34_3' 15 16 U) Z O 1 � W 111111 ° z w o o u; Q p °z I 2 �zzz °° LL J oo- FZ�Wy03: !Il NUg ZrO wO W Z Z Z Z U F S �OO QV7 rn Iwo rz p°FwLL r�/ Z ff°wLL =�O LL 05=01 mF 0z0 w w co Z O z O W m 0 NzafLL� ww QOD afco z= n/ L 0FQ�7� O >0z ww Z W U w � w w U U QmO g w P D rFw wF -z>o W K N LL �=mafw0 W I0 O wOUNw�- W O LL LL I w� Z - Z O U O z Z Q Q 0 rpwa�W�Z Z D) jo °Q0� W �am?zz <Lu UI J J LL z 0 Z Q � W > U) m0 Z Q/ W J cIf/'� - IL lI ^ LL 1V...1 J...1 U) CID a Z o z_ Z Q 0- U z C) - 0 W LL o Z O Z N > Z j W W m E Q Ln N W Ln U) QO 2 Z N � Q � L^.L O I..L 0-) z be Ica aQ Q i ' W cn Q cn u J N � O O LLI J z LL un o O O N SHEET O C3.0 0 A B C D 71 7 G MH = 40.43' NV.= 33.04' H NV.= 32.73' INV. = 32.89' .INV. = 33.05' S CINL TOP OF - RUCTURE= 40.61' _. NV= 35.01' SE. V= 35.20' i i K 1 2 1 3 BEST MANAGEMENT PRACTICES SEQUENCE 1. SITE DESCRIPTION A. CONSTRUCTION OF 10 MULTIFAMILY APARTMENT BUILDINGS, PUBLIC ROADS, AND SURFACE PARKING AREAS. B. SEQUENCE OF SOIL DISTURBANCE: (1) INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS. (2) PREPARE SITE. (3) CLEAR AND GRUB PROPOSED AREA. (4) INSTALL PROPOSED UNDERGROUND STORMWATER AND UTILITIES. (5) INSTALL CONCRETE CURB, CONCRETE SIDEWALK. AND PAVEMENT (6) STABILIZE SITE. C. TOTAL SITE AREA: 12.4± ACRES DISTURBED SITE AREA: 12.4 ±ACRES D. SOILS: THE SOILS (PER NRCS) POMELLO, ST JOHNS /EAUGALLIE E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT: 16.2± ACRES DRAINAGE AREA FOR PROPOSED DISCHARGE POINT., 16.2± ACRES F. LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT: DISCHARGE POINT LAT., 28° 41' 43.8" N DISCHARGE POINT LONG: 81015'32. 1 " W DISCHARGES TO EXISTING WETLANDS LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT., DISCHARGE POINT LAT: 28° 41' 43.8" N DISCHARGE POINT LONG: 81015'32. 1 " W DISCHARGES TO EXISTING WETLANDS 2. CONTROLS A. EROSION AND SEDIMENT CONTROLS: (1) STABILIZATION PRACTICES: 1. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE FOR SEVEN DAYS. 2. MULCHING PRACTICES AND SOD SHALL BE APPLIED TO PARKING LOT ISLANDS. (2) STRUCTURAL PRACTICES: 1. PRIOR TO CLEARING, A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, AS SHOWN HEREIN. 2. DURING THE CLEARING, GRUBBING, AND SITE GRADING STAGES, AREAS TO BE LEFT DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED PER THE MANUFACTURER'S SPECIFICATIONS. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. 3. AFTER ALL INITIAL SITE GRADING WORK, ALL PROPOSED INLETS /OUTFALLS, ONCE INSTALLED, SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF THE INLET PROTECTION DESIGNATED ON THE SITE MAP. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WITH SEED OR SODAS INDICATED ON THE SITE MAP NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING. 1 4 I 5 3. MAINTENANCE: 1. SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY ONE -HALF THE HEIGHT OF THE BARRIER. 2. INLETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 3. BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE- SEEDED PER MANUFACTURES' INSTRUCTIONS. 4. MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL MEASURES ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. CONTROLS ARE TO BE REPLACED OR REPAIRED IF IN A SUBSTANDARD CONDITION. ALL MAINTENANCE MODIFICATIONS ARE TO BE NOTED, ON PLANS, AS THEY OCCUR. 4. INSPECTIONS: A QUALIFIED INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATERS OF THE STATE OR AND MS4 (CITY OF WINTER SPRINGS); DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED; AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; STRUCTURAL CONTROLS; AND, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION SHALL BE MADE AND RETAINED IN THE CONSTRUCTION TRAILER AS PART OF THE STORMWATER POLLUTION PREVENTION 5. NON - STORMWATER DISCHARGES: IT IS ANTICIPATED THAT THE FOLLOWING NON - STORMWATER DISCHARGES MAY OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM LINE FLUSHINGS 2. PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) 3. SITE WATERING, TO ALLEVIATE FUGATIVE DUST 4. ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT USE DETERGENTS 5. IRRIGATION DRAINAGE IF SAID DISCHARGES DO OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY EROSION CONTROL MEASURES PRIOR TO DISCHARGE 6. CONTRACTOR /SUBCONTRACTOR CERTIFICATION: ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED ABOVE MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER." LEGEND 6 , 7 , 8 , 9 , 10 , 11 4. ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION v d < p CONTROL DETAIL SHEET. EROSION O DETAILS 5. IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS THE CITY OF WINTER SPRINGS SHALL BE NOTIFIED. U w TEMPORARY STONE CONSTRUCTION EXIT B. PERMANENT STORMWATER MANAGEMENT CONTROLS: CE (SEE DETAIL 1, SHEET C5.0) 1. CATCH BASINS AND STORM SEWER SYSTEM ON -SITE TO PROVIDE POSITIVE DRAINAGE OF THE SF SF TEMPORARY SILT FENCE WITH WIRE ENTIRE SITE TO THE DISCHARGE POINT. W 00 SUPPORT (SEE DETAIL 5, SHEET C5.0) C. CONTROLS FOR OTHER POLLUTANTS: 0 O CURB INLET PROTECTION 1,00 ®® (SEE DETAIL 3, SHEET C5.0) 1. WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL MANOR, AND Reason WS _ COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE DISPOSAL AND 0 1P2 INLET PROTECTION COMMERCIAL SITE DEVELOPMENT. Date: o (SEE DETAIL 4, SHEET C5.0) 2. VEHICLE TRACKING: OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION WILL 0 BE MINIMIZED VIA BEST POSSIBLE PRACTICES, DAILY SWEEPING AND THE USE OF WATER TO - - PROPERTY LINE KEEP DUST DOWN. 0 PROPOSED LIMITS OF DISTURBANCE 3. FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A El MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS' SUGGESTED APPLICATION o 0 o B BARRICADES APPLICATION RATES. THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED IP2 ENIIIIIIIIIII 500 SHED. 400 4. TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED ®® a COVERED SHED. 000 El 5. OTHER: PORT -O -LETS WILL BE PLACED AWAY FROM THE STORM SEWER SYSTEMS AND STORM ® ®® INLETS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON -SITE. A WASHDOWN AREA 000 SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED IN ANY AREA THAT WILL IP2 ALLOW FOR THE DISCHARGE OF POLLUTED RUNOFF. A SMALL VEGETATED BERM SHALL BE IP1 IP2 IP1 PLACED AROUND THE WASHDOWN AREA. 38 �= BS SF SF SF SF S B IP Lj S STS CINL T - Ur �S - -�S JS AS TRUCTURE 40.79' 9- INV -32. 0' \ N �® 12 \ LI ITS OF DISTURBAN \ h \ R'1�10 �O N o � U � N 0 0 I PVC KS. END STS MH RIM ELEV- 43.86' S. INV= 38.01' E INV= 38.31' W. 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Z Z U F= of O J R Y Q U n U c, Z_ _ =(Dwo R => F Z 0 O F w w r�/ Z5ow w=�O LL 0Qx O?mLy wm ZO ZOWm NZd'a H w w Q Q0Dafw z= Of D) c, >oZ }TWO U <mQ0MrFw ��I_z, >of IY N 0�o =U)afw0 w Xk LL itw C�UNwrU w p, w(DwQQ� Z d UUOzz (D (row Q�w=Z VJ U) ER () Q H d ? Q m KKO Z 0 J `` O U) T J 2 W 0 �_ 0 J � Z ca Q W O Q J W Q m z o z Z Q � Of W D W Z_ 7 LL O Z 04 O Z Q N - 0) W O � Q � o z U z ae 1Ca QQ Q LLI Gam• . � i N �o` Q z O N � O U Ln cc O CO z LU IN n LU J Q z ca LL o O N SHEET O C4.0 O v d < p M U w w Y d 0 W 3 U u j Digitally sign ri by Fran din A Porter o Reason WS _ �vxo _Final Si e c Engine r:pg ATE OF ooP6;a``` Submit al Date: o 2015.1119 23:18:3 05' SCALE: 1" = 50' 50 100 16 U U U O U U U) 0- C w U U O O U U W W W Q o � N O Z p z r w o o u; Q poz o 2 0¢zoo J 0 7 W Y L z 0 3� : 0 v 5zowY a O � W ) F::- W Z? Z Z U F= of O J R Y Q U n U c, Z_ _ =(Dwo R => F Z 0 O F w w r�/ Z5ow w=�O LL 0Qx O?mLy wm ZO ZOWm NZd'a H w w Q Q0Dafw z= Of D) c, >oZ }TWO U <mQ0MrFw ��I_z, >of IY N 0�o =U)afw0 w Xk LL itw C�UNwrU w p, w(DwQQ� Z d UUOzz (D (row Q�w=Z VJ U) ER () Q H d ? Q m KKO Z 0 J `` O U) T J 2 W 0 �_ 0 J � Z ca Q W O Q J W Q m z o z Z Q � Of W D W Z_ 7 LL O Z 04 O Z Q N - 0) W O � Q � o z U z ae 1Ca QQ Q LLI Gam• . � i N �o` Q z O N � O U Ln cc O CO z LU IN n LU J Q z ca LL o O N SHEET O C4.0 O A B C C F G H i K rg 10 11 1 2 3 4 5 6 7 8 9 10 1 11 12 2 3 4 SPECIFIER CHART MODEL NO. CATCH BASIN ID Inside Dimension (inch x inch) CURB DAM OPTION (YES / NO) FG -TB24 24 x 24 NO FG -TB24D 24 x 24 YES FG- TB2436 24 x 36 NO FG- TB2436D 24x36 YES FG -TB36 36 x 36 NO FG -TB36D 36 x 36 YES RIGID F Lc EXPAI REST[ BASIN CATCH BASIN GRATE LIFTING STRAP SECTION VIEW -INSTALLED - WITH OPTIONAL CURB INLET DAM TITLE ,lVa " ' T -BAG TM TEMPORARY INLET PROTECTION DEVICE RIGID BYPASS OUTLET HOLES CINCHING CORDS 9 NOTES: I. FloGard T —Bag is manufactured from woven monofilament polypropylene fabric. Other materials available upon request. 2. May be ordered with Fossil Rock oil absorbent pouches installed. 3. Optional curb inlet dam available upon request. 4. Periodic maintenance is required. FloGard T —Bag should never be allowed to fill beyond the top of the bypass outlet louvers. 5. Appropriate lifting equipment should be used when performing periodic maintenance. 13 1 14 1 15 1 16 FP �Oce OPO 4 %6" CLEAN STONE - GEOTEXTILE UNDERLINER MIN. 0.5% GRADE DOW FROM PUBLIC STREET. CONSTRUCTION ENTRANCE N.T.S. 6 4 INLET SEDIMENT FILTER N.T.S. 1 FLOW DISTRIBUTED BY ACF WOVEN WIRE FENCE ATTACH THE WOVEN WIRE � U ENVIRONMENTAL ROCK BAG (TYP.) FENCE TO EACH POST WHEN NECESSARY TO CONTINUE WITH THREE WIRE TIES OR 5' MqX C C FENCE, OVERLAP SILT FENCE �ocgL 0 3 OTHER FASTENERS I- RECrgTgp g MATERIAL AND WOVEN WIRE FENCE U o' ....E N R . N. 69092 (SEE NOTE 2) QU�REMENTS SAM /N ACROSS TWO POSTS OVER�A A SILT FENCE MATERIAL TO BE FASTENED / 5 M SECURELY TO WOVEN WIRE FENCE WITH 1 ORAL REI� Ep gy THREE TIES SPACED AT 30" ON CENTER REMENTS ZOONA t g_j d by Fral e ,J / 3ca.rVFS:Final Site F ineel Submittal o i - 60" MIN. STEEL POSTS (72" MIN. ON SLOPES REINFORCEMENT NETTING 3H:1V OR GREATER), DRIVEN MIN. 20" INTO GROUND (MIN. 24" ON SLOPES 3H:1V OR GREATER). COMPACTED BACKFILL POST FILTER FABRIC SILT FENCE MATERIAL OVCR�WIRE FENCE A II II F�N�SN I1 =11111 LJiJJ lik SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER ELEVATION _ III DIRECTION FASTENERS OF FLOW WOVEN WIRE FENCE 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. WITH SILT FENCE 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE MATERIAL COVER TO THE WOVEN WIRE FENCE (SPACED EVERY 30 ") WITH THREE WIRE TIES Z OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH 'v GRANULAR BAC K F I L L EACH PUNCTURE AT LEAST 1" VERTICALLY APART. ALSO, EACH TIE COMPACTED N PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE FINISH GRADE BACKFILL WHEN TIGHTENED TO PREVENT SAGGING. 3. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, FLOW THEY SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, AS = _ SHOWN. // /� 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH X, n I (,� / /� EXTEND WIRE FENCE A OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE -HALF THE HEIGHT UNDISTURBE ���� /� /� �j MIN. OF 2" INTO TRENCH OF THE FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED GROUND REGULARLY TO PREVENT ACCUMULATED FROM REACHING -I - - SEDIMENTS 6 X6" NATIVE SOIL > �� EMBEDDED SILT FENCE ONE -HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. TREN� 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC MATERIAL MIN. 61, INTO SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL­ "SILT A -A- SECTION n / M� GROUND W/ 6" LAID �j ". //j FENCE INSTALLATION (SLICING METHOD) 0 ALONG BOTTOM OF 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND 6 X 6 TRENCH TRENCH. SOIL SLICING SECURE WITH 3 TIES. IN ACCORDANCE WITH 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH �\ \�\ BOTTOM 6 OF ASTM D 6462 8.2.2 IS THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING FILTER FABRIC ALSO ACCEPTABLE. AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. POSTS: STEEL TOR U TYPE. 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING APPLICABLE AGENCY REQUIREMENTS. FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. SILT BARRIER DETAIL SEDIMENTATION / SILT FENCE N.T.S. WITH WIRE SUPPORT N.T.S. I 5 0 5 6 7 8 10 1 11 1 12 3 13 SIDEWALK CURB CURB INL GUTTER D- GUTTER BUDDY FLOW DISTRIBUTED BY ACF L � U ENVIRONMENTAL ROCK BAG (TYP.) 14 GUTTER BUDDY CURB INLET PROTECTION N.T.S. 15 N 16 v M D- p � U W W Y d 0 3 U o' ....E N R . N. 69092 STATE OF .�N ZOONA t g_j d by Fral e ,J 3ca.rVFS:Final Site F ineel Submittal o i �: 201 10.13 20:36:2 U) Z O U) W W CO Z ❑ z� F O O u F❑z c� ZQ Z ❑ ❑ a' J 0 z W Y 0 Zi (D N U g Z r U w O F_ a O(D n W W Z J W Z Z Z Z U F- S W OU O R z < WW rz ❑❑FwLL r�/ ZD❑ w LL =JO LL 0 ]=700 mF C) 00m =(7❑ w w N Z O z O W m Q NZaaF ww to O OU F Q O ~ O O z O Z w U N W w U wO�z❑ >oof K NLL ❑�=w0 LU w0 afwU W wUUNw- Xk 0LLLL() w Q z Z (� UUOzz U W p F~ W a Z � J KpwU�ir❑� Z J > -❑rn0 W LL. H d W? Q M Z vJ 0 Z Q TZ W > cn m O Z Q W J Of 0- I L U) III Im w a J Z o Z Z Q I UZ U) - W LL o Z O z N > Z � w w mQ U) J LO Q o N W W � O U 7 O n 06 U) U� w aQalcatio O Z J �G Q w 0 t O N O Ln O Ln 0 O LL] J Q z L- z O U 0 N SHEET O C5.0 / 0 9 n 7 G C O n 9 n I 9 9 n 9 Z I �l 9 G 9 C C C F C F I L .J `Y .J V 7 z n C C O n 9 rl '1 9 9 9 z C I F c k I L .J `t AI BI CI DI 71 G H i K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 •11 ■ \ L— V 1 V / Width 0 =38 °11'46" Q Q Q Iwo r R= 500.00' : 40.0° 11- L= 333.32' •11 ■ !7 k� 1 2 \ L— V 1 V / Width 0 =38 °11'46" Q :8.00' Iwo r R= 500.00' : 40.0° L= 333.32' ..•uIIIIllliil ■� �i i ■ 1 uIIIIIIIIIlIIilil ■111111 J� CB= N83 °11'03"E O ®® ® Q 000 9 ID �� �� �� � III ■I 00 ® ®® ■I !7 k� 1 2 WB -50 TRUCK ROUTES 1" =50' ft n W* CM M.,nnFak b• 0 J .c� X25 ®® 0 ® 6� LOT 6 � G �J z �0 7Q L� d' h ) x x— IRON FENCE 3 0 9,41 r - o i 1� PEi 0 17730'(f) 46 °13'52 "E d E p / CURVE 3 (F) \ L— V 1 V / Width 0 =38 °11'46" Q :8.00' Iwo r R= 500.00' : 40.0° L= 333.32' ..•uIIIIllliil �i Illliillllllllllll ■ 1 ■111111 CB= N83 °11'03"E O ®® ® WB -50 TRUCK ROUTES 1" =50' ft n W* CM M.,nnFak b• 0 J .c� X25 ®® 0 ® 6� LOT 6 � G �J z �0 7Q L� d' h ) x x— IRON FENCE 3 0 9,41 r - o i 1� PEi 0 17730'(f) 46 °13'52 "E d E p / CURVE 3 (F) \ L— V 1 V / Width 0 =38 °11'46" Track :8.00' Iwo r R= 500.00' : 40.0° L= 333.32' ..•uIIIIllliil �i CH= 327.19'`' 1 ■111111 CB= N83 °11'03"E O ®® ® Q 000 9 ID �� �� III ■I 00 ® ®® WB -50 TRUCK ROUTES 1" =50' ft n W* CM M.,nnFak b• 0 J .c� X25 ®® 0 ® 6� LOT 6 � G �J z �0 7Q L� d' h ) x x— IRON FENCE 3 0 9,41 r - o i 1� PEi 0 17730'(f) 46 °13'52 "E d E p / CURVE 3 (F) \ L— V 1 V / Width 0 =38 °11'46" Track :8.00' Iwo r R= 500.00' : 40.0° L= 333.32' ®® CH= 327.19'`' CB= N83 °11'03"E O ®® ® Q 000 9 ID ® 00 ® ®® ® 00 '' 000 00 000 00 0 00 a CURVE 2 (F) ® 0 A =61 °16'51" A ` . R= 85.00' L= 90.91' CH= 86.64' CB =S85° 16'25 "E 000 0 0 0 000 000 800 :` 000 060 900 000 000 ❑ < r GANG QpO J 5 NINE \I Illl,laluuum � � Illl,iluuuum 1 ►��' � Illl,iluuuum ■II I,IV I / Mill .. ■1 I 1 II III. I .III � • J _ � �III� o � o •� �� , 1 \1�1 � � ICI -------- - - - - -- . � �I ■1 > \1i i Seminole County Fire F Width :8.00' Track :8.00' Iwo r I LOT 4 I 138.78' (F)(M) 136.42' (F)(M) i l I M FM v a_ p M � w w U Y Z il� U U W 3 d 0 U No 69092 w O '4 STATE OF N w S /pNAI E�G�,, Di itFH "r "ed by Fran IiRA P rt R asQJ$ *Lrinal Site E ginee g Submittal D11te: 2015.10.13 20:37:42 -04' SCALE: 1" = 50' 0 50 100 43.83' 8.67' 24.17' Seminole County Fire Truck Width :8.00' Track :8.00' Lock to Lock Time : 6.0 sec. Steering Angle : 40.0° CURVE 4 (F)(M) 0 =3 °24'37" R= 7905.47' L= 470.54' CH= 470.47' CB =N37 °00'57 "W 8 9 10 11 12 13 1 14 15 16 U) Z 0 w w Q 0 0 Z ❑ Z r F O O ui Q Z cD �aZ❑w LL' J CO �- z� W Y 0 Zi ( v,Ugz�Uwo z S aO Y W Z? Z Z U F S �OU O � Z Q rn N rz ❑❑FwLL ()/ Z�❑w LL =1O wm �OZOWm Q N2! ww U >0z >,w W Or U O ZwmUn ,Wrwv w �(9 =FB ° O lY w° W xt f -LU L. W LO) UOzZ C7 w 0 3: W Q Z J o w U r❑ Z J Lir5_00)0 W LL. ❑ Q PEW <3:M❑ U) (D ``^^ Z VJ Z p Q T- W > 0 (A CO O Z Q W J � LL Q J U) Ur w ED H a Z o Z Z Q 0 U Z U) — D W LL W Z_ O � o � Z N z w a w C0 Q 00 N O UUzN �w U � Q O ae Ica aQ Z O O •� W ors U r�AI O In t2 2 Q H O N t\ 0 N Q0 O LM q o jq w LU O z O „ O Un Z O N SHEET O C6.2 / O 1 2 3 4 5 6 7 8 SITE LEGEND OA 6' WIDE PEDESTRIAN CROSSWALK WITH (1) -12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES OM (SEE DETAIL 7, SHEET C30.0). MAIL KIOSK (REFER TO ARCH. PLANS) © CONCRETE TRANSFORMER PAD. REFER TO MEP PLANS ON TYPE B MEDIAN CURB PER FDOT INDEX 300 O � © ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL. (SEE CURB TRANSITION (SEE DETAIL 2, SHEET C30.0) LSD DETAIL 1, SHEET C31.0). © RECYCLING WASTE ENCLOSURE WITH COMPACTOR AND SIDEWALK (REFER TO ARCH. PLANS) 6, A / O PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 ® DECORATIVE RETAINING WALL PER ARCH. PLANS / OE FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C31.0). ® FDOT TYPE F CONCRETE CURB & GUTTER, PER FDOT INDEX 300. O 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C30.0). h © CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C30.0). ! OH DUMPSTER ENCLOSURE PER ARCH. PLANS ° ° OI 4 INVERTED TYPE "U" BIKE RAKES WITH CONCRETE PAD. SEE ARCH. PLANS a P ° JO 2' VALLEY GUTTER PER FDOT INDEX 300 / 13 6 ° ° a � ®® ®® ° OK SAWCUT EXISTING EDGE OF PAVEMENT AND MATCH TO LINE AND GRADE i9 ° ®® ®® © BOLLARD, SPACED AT 6' (SEE DETAIL 11, SHEET C30.0) ®® _ ST rn D co F N ° B n(�5`c 7S, —i h�' a 0 10 C' 18' a a � a 21 a° ® � 13 -do ° i G c, SWSL /24" `9 --\'A TdM K a 45° 40 ❑ 9, c D C F ° E ° a ° G w 22' ° o 8' a ®® 1 R1 -1 ®® ®® N° AP L9- STOP ®® 4 -WAY R1 -3 G 31? 6, SWSL /24" a ° ® �o� F 6' 0 25 ®® SWSL /4" O 19 a, ° 10 ®® 60 SWSL /4" ®® 9L O ° F- -1 00 SITE LEGEND SWSL /4" SINGLE WHITE SOLID LINE / 4" WIDE SWSL /6" SINGLE WHITE SOLID LINE / 6" WIDE SWSL /24" SINGLE WHITE SOLID LINE / 24" WIDE DYSL /6" DOUBLE YELLOW SOLID LINE / 6" WIDE SYSL /6" SINGLE YELLOW SOLID LINE / 6" WIDE NOTE: ALL PAVEMENT MARKINGS WITHIN THE STREETS AND RIGHT -OF -WAYS SHALL BE THERMOPLASTIC ST STOP SIGN (R1 -1) — HIGH REFLECTIVE INTENSITY STOP SIGN R1 -1 — HIGH REFLECTIVE INTENSITY ST W/ NAMED STREET SIGNS AP ACCESSIBLE PARKING SIGN BP SECURE BICYCLE PARKING SIGN RT RIGHT TURN ONLY SIGN LT LEFT TURN ONLY SIGN STANDARD DUTY ASPHALT HEAVY DUTY ASPHALT 1 ' 2 N �O 011 I WROUGH� ON FENCE 3 Q p0 L -j < > L-j 0 0 5 22' ' F 18 -Go 18' 10 AP o E dL-96M 21 9, 13 /0 L9, r AP N Z-b' LM ° SWSL /4" 3%Q ST � 17 ED 9' E T 50 F °° ° % d ° co M d ° ' • ° ° a zo 7 20' 4 20 I - x- - -x - -- - -- - -- - -- . - - -. -- .- - -x - -- L- 6 7 ST dL-96M Z-V 6M DYSL /6" W/ BI- DIRECTIONAL YELLOW RPM @ 20' 8 a° a CD CST ° z 0 Q `z_ 1 z 0 U 0 LL O OO U w LU 2 U) LU w U) R2 1 SPE LIMIT 24 9 E �lAf ©1��7 9 10 1 SCALE: 1" = 30' 0 30 60 KEY MAP 10 v a_ p M U' w w U Y U cn w d 3 U p " `��K'�c ENS O,qT�'➢ N. 69092 T ((((� + O N , TATE OF (y oS �y sig0i by Fran kli .4F u; I Q tj�YJ Gr9 jal Site eerirg Submittal 201 441.19 23:19:55 U) z O U) w w Q o 0 04 0 z ° Z F O O ui °z �aZ °o LL' J z� W Y 0 Zi Ur v 55 -.rUwo z 7,-) �" a '- � 7w—) --, Y W Z? Z 98 MIT �OUO�ZQNrn rz p°FwLL r�/ Z� °wLL =JO LL pQ=�07m� o WNZazoWm QNz�LL� ww QO��(n�zx _ I � O O >pz rvi W O Z_wU(n�Wwv U �mQ��rFw <o�Z ° >o� N° W Xt LL °wUUNw�U W pLLLLc7w�z� Z (j U U O z Z Q w w Q0w=z VJ W w O z Q U Q H d X? Q M °K° Z_ 0 J 0 C) Z p Q (.9 J z Q w- Y LL Q J W U a m Z °Z Z Q 0 w D LL LL I Z o — Z Z 04 0 z Im Q 0 z 0 Q J U) w o W 3: N /�^, 0-) v / O Z ae Ica aQ i ~ ' W sb� o Q � J O Q w N � r co I- o r' - v 0 IN =o Z 11 LLI LLI i n In cm o J Q 0 o Z o 0 o 0 N SHEET 0 C7.0 / 0 A B �1 z O C z z O U/ I..L O LL 0 U D LJJ ui u) LJJ L1J U d L1J z J 2 U E 75 F RT ST 2 3 4 MATCH LINE - (SEE SHEET C9.0 FOR CONTINUATION) 0 as 5 ° D E 0 I� S� W1 6-7P I I I DYSL /6" W/ BI- DIRECTIONAL RJ1 YELLOW RPM @ 20' SPEED LIM 2 D E �wSL/24" AVM 3N0 R6 -1 R S.R. 434 5 ST G SWSL /24" ST E a� a .a a 6 Ia'a 0 s� 6 7 FOR DETAILED ROUND -ABOUT SEE SHEET C6.1 � I I 8 SITE LEGEND OA 6' WIDE PEDESTRIAN CROSSWALK WITH (1) -12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 7, SHEET C30.0). © CONCRETE TRANSFORMER PAD. REFER TO MEP PLANS ©ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL. (SEE DETAIL 1, SHEET C31.0). OD PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 O FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C31.0). OF 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C30.0). © CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C30.0). 0 DUMPSTER ENCLOSURE PER ARCH. PLANS OI 4 INVERTED TYPE "U" BIKE RAKES WITH CONCRETE PAD. SEE ARCH. PLANS JO 2' VALLEY GUTTER PER FDOT INDEX 300 QK SAWCUT EXISTING EDGE OF PAVEMENT AND MATCH TO LINE AND GRADE 2 © BOLLARD, SPACED AT 6' (SEE DETAIL 11, SHEET C30.0) O MAIL KIOSK (REFER TO ARCH. PLANS) NO TYPE B MEDIAN CURB PER FDOT INDEX 300 OO CURB TRANSITION (SEE DETAIL 2, SHEET C30.0) © RECYCLING WASTE ENCLOSURE WITH COMPACTOR AND SIDEWALK (REFER TO ARCH. PLANS) @ DECORATIVE RETAINING WALL PER ARCH. PLANS ® FDOT TYPE F CONCRETE CURB & GUTTER, PER FDOT INDEX 300. SITE LEGEND SWSL /4" SINGLE WHITE SOLID LINE / 4" WIDE SWSL /6" SINGLE WHITE SOLID LINE / 6" WIDE SWSL /24" SINGLE WHITE SOLID LINE / 24" WIDE DYSL /6" DOUBLE YELLOW SOLID LINE / 6" WIDE SYSL /6" SINGLE YELLOW SOLID LINE / 6" WIDE NOTE: ALL PAVEMENT MARKINGS WITHIN THE STREETS AND RIGHT -OF -WAYS SHALL BE THERMOPLASTIC ST ° d STOP SIGN R1 -1 — HIGH REFLECTIVE INTENSITY ST E AP ACCESSIBLE PARKING SIGN BP 2' RT RIGHT TURN ONLY SIGN LT LEFT TURN ONLY SIGN �= Reason: STANDARD DUTY ASPHALT _Final Site HEAVY DUTY ASPHALT ° 'Engineeri ST iff. 4 Ito Submittals 8 G 2015.11.1�L LL I 23:20:21 - 05'00' AP 01 11A- o :� © OD E co � 3� ' 12 �i ' A SWSL /24" M G N 5'i� -i 6. AP SWSL /4" 42 3%Q W1 6-7P E a 400 Coca ST 12 E 16 g' 100 0000 0000 00 ° ° a a ��° % D ° ° �° D ° cD ° D ° o > o D ° ° D o M � E 22' ��eZ ZD Bo 4 20' 11 ) n' S� W1 6-7P I I I DYSL /6" W/ BI- DIRECTIONAL RJ1 YELLOW RPM @ 20' SPEED LIM 2 D E �wSL/24" AVM 3N0 R6 -1 R S.R. 434 5 ST G SWSL /24" ST E a� a .a a 6 Ia'a 0 s� 6 7 FOR DETAILED ROUND -ABOUT SEE SHEET C6.1 � I I 8 SITE LEGEND OA 6' WIDE PEDESTRIAN CROSSWALK WITH (1) -12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 7, SHEET C30.0). © CONCRETE TRANSFORMER PAD. REFER TO MEP PLANS ©ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL. (SEE DETAIL 1, SHEET C31.0). OD PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 O FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C31.0). OF 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C30.0). © CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C30.0). 0 DUMPSTER ENCLOSURE PER ARCH. PLANS OI 4 INVERTED TYPE "U" BIKE RAKES WITH CONCRETE PAD. SEE ARCH. PLANS JO 2' VALLEY GUTTER PER FDOT INDEX 300 QK SAWCUT EXISTING EDGE OF PAVEMENT AND MATCH TO LINE AND GRADE 2 © BOLLARD, SPACED AT 6' (SEE DETAIL 11, SHEET C30.0) O MAIL KIOSK (REFER TO ARCH. PLANS) NO TYPE B MEDIAN CURB PER FDOT INDEX 300 OO CURB TRANSITION (SEE DETAIL 2, SHEET C30.0) © RECYCLING WASTE ENCLOSURE WITH COMPACTOR AND SIDEWALK (REFER TO ARCH. PLANS) @ DECORATIVE RETAINING WALL PER ARCH. PLANS ® FDOT TYPE F CONCRETE CURB & GUTTER, PER FDOT INDEX 300. m DYSL /6" W/ BI- DIRECTIONAL STS CINL YELLOW RPM @ 20' RIM = 40.02' E.INV.- 34.48' LS�G G R S.INV. 34.37' TAPER a a ° �- a E p SWSL /4" D TURN LANE LENGTH 0 E3 ^ ^ A 6 7 8 9 Y SCALE: 1" = 30' 0 30 60 9 KEY MAP 10 10 v SITE LEGEND SWSL /4" SINGLE WHITE SOLID LINE / 4" WIDE SWSL /6" SINGLE WHITE SOLID LINE / 6" WIDE SWSL /24" SINGLE WHITE SOLID LINE / 24" WIDE DYSL /6" DOUBLE YELLOW SOLID LINE / 6" WIDE SYSL /6" SINGLE YELLOW SOLID LINE / 6" WIDE NOTE: ALL PAVEMENT MARKINGS WITHIN THE STREETS AND RIGHT -OF -WAYS SHALL BE THERMOPLASTIC ST STOP SIGN (R1 -1) — HIGH REFLECTIVE INTENSITY d STOP SIGN R1 -1 — HIGH REFLECTIVE INTENSITY ST W/ NAMED STREET SIGNS AP ACCESSIBLE PARKING SIGN BP SECURE BICYCLE PARKING SIGN RT RIGHT TURN ONLY SIGN LT LEFT TURN ONLY SIGN �= Reason: STANDARD DUTY ASPHALT _Final Site HEAVY DUTY ASPHALT m DYSL /6" W/ BI- DIRECTIONAL STS CINL YELLOW RPM @ 20' RIM = 40.02' E.INV.- 34.48' LS�G G R S.INV. 34.37' TAPER a a ° �- a E p SWSL /4" D TURN LANE LENGTH 0 E3 ^ ^ A 6 7 8 9 Y SCALE: 1" = 30' 0 30 60 9 KEY MAP 10 10 v d p J M U w w L7 Y U d cn w 3 U ui Digitally s gned a by Frankli iLA Porter N �= Reason: Sa _Final Site > ° 'Engineeri ST iff. 4 Ito Submittals a „�� „Q Date: 2015.11.1�L LL I 23:20:21 - 05'00' U) z O i U) ' w 2 1 2 w 6) M_ Q \ O C, N O Z p Z r F O O ui Q FpZ C7 �aZOw a' J !Il NOgZrOWO z S�aO���Y _ WE W Z? Z Z U F S �OUO� Z ¢Nin Qrz poFwo Z�ow� =JO LL pQx�o?m� wNmZpz OW Q a0D�n�zm m of D F t Q- Q 9 H O��pZ >ln W Or Z W U A J W W U U < 00 U) F w �O1z� >o� K W oo0aw�w0 W moo= af w xt Of w U U m w r 0 w OLL�c7wQQ� Z (j wVOF��w JJ � O w a� r� z _ L R j O p Q U' Q H d m? Q� m KKO Z 0 J O U) _ C) W �_ C.9 J z Q W ca O Y LL U) Q J W U)U' a m Z °Z z Q0 te 'r' w D I L LL 7 W �! — Z >z `4 O U) Z W M� W E Q Ln 0 z N Ln Q U o UJ N w 0 U5 0 z ae Ica oQ 0 ? v Q 'oo w sb� z Q � J a_ O W co N � L_ tb 0 o cxD - u O Z 11 n J Q z Z o v / 0 N SHEET Q o C8.0 / 0 A B C D 71 F G 2 2 S OA 6' WIDE PEDESTRIAN CROSSWALK WITH (1) -12 (SEE DETAIL 7, SHEET C30.0). © CONCRETE TRANSFORMER PAD. REFER TO M ©ACCESSIBLE PARKING SPACE (TYP). SEE DET, DETAIL 1, SHEET C31.0). OD PAVEMENT MARKINGS (TYP). PER FDOT INDE) O FDOT INDEX 304 HANDICAP RAMP WITH DETE( OF 18" CURB AND GUTTER (SEE DETAIL 3, SHEET © CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET O DUMPSTER ENCLOSURE PER ARCH. PLANS OI 4 INVERTED TYPE "U" BIKE RAKES WITH CONC JO 2' VALLEY GUTTER PER FDOT INDEX 300 OK SAWCUT EXISTING EDGE OF PAVEMENT AND I © BOLLARD, SPACED AT 6' (SEE DETAIL 11, SHEE OM MAIL KIOSK (REFER TO ARCH. PLANS) ON TYPE B MEDIAN CURB PER FDOT INDEX 300 O CURB TRANSITION (SEE DETAIL 2, SHEET C30. © RECYCLING WASTE ENCLOSURE WITH COMPF ® DECORATIVE RETAINING WALL PER ARCH. PL) ® FDOT TYPE F CONCRETE CURB & GUTTER, PE SITE LEGEND SWSL /4" SINGLE WHITE SOLID LINE / 4 SWSL /6" SINGLE WHITE SOLID LINE / E SWSL /24" SINGLE WHITE SOLID LINE 1e DYSL /6" DOUBLE YELLOW SOLID LINE SYSL /6" SINGLE YELLOW SOLID LINE NOTE: ALL PAVEMENT MARKINGS WITHIN THE STREI SHALL BE THERMOPLASTIC ST STOP SIGN -1) — HI( U ((R1 STOP ST NAMED SRTREET SIGNS AP ACCESSIBLE PARKING SIGI BP SECURE BICYCLE PARKINC RT RIGHT TURN ONLY SIGN LT LEFT TURN ONLY SIGN � STANDARD DUTY ASPHALT d HEAVY DUTY ASPHALT 3 , 4 , 5 , 6 , 7 , 8 MATCH LINE - (SEE SHEET C9.0 FOR CONTINUATION) 3 ' 4 ' 5 ' 6 ' 7 ' 8 9 9 10 SCALE: 1" = 30' 0 30 60 v M d p Z s� U w w Y m (n w 3 d 0 U LLI d N w w O W Of cp K o a- (j Z ZU- LU LL M, N N Z w 0 U) z 0 L w w 111111 0 0 0 ME 54 m KEY MAP w o a w r p°z cD �a Paz w' J 0 z W Y 0 Zi !Il UNw-age�rUg wwwO Y Z 70Q0nWw W NZ U FZ— Z = W o w Z2 Q N n U W D _ Lu Lu _ = U' z -f ° 2 > rorw� r�/ Z R2 E� =JO LL 0D=r 00 m' W w 2 z? W m QN6a (nW w a 0���� wz= U) F LL Q F Q 5 r O ; >ozrviWO Z_ w U(; 8 U3:m¢wprFLu gOFz = >6- K LU ° °o =m�w0 of w °wUo LL' 0 w 0LLw0 -Z z UUOZZ C7 w°OwQ�W?Z Z N R> 0° Q O K Fam?a�m° 10 U J C N - m y C LL n N Jz to V Q b O O O m O a N W N W LL O > x Q — F Y M a m � co O x W N 6 u Z Z s� r 0 J O U) _ C) �_ (.9 w J � Z d W U ) Q LL Q U) J m cl) w U a Z °Z i +. Z Q 0 w D w o Z — LL Z Z 04 O U) z w m� Z Q Ln r o N w Q Z ° N U) 0 0 z C N - m y C LL n N Jz to V Q b O O O m O a N W N W LL O > x Q — F Y M a m � co O x W N 6 u Z s� r i f d u _ y = i W a, x u y 3 i +. 0 3 C N - m y C LL n N Jz to V Q b O O O m O a N W N W LL O > x Q — F Y M a m � co O x W N 6 u Z A B C D I G 2 STORM SEWER SCHEDULE STRUCTURE NUMBER DOWNSTREAM STRUCTURE STRUCTURE TYPE TOP OF CASTING EL. INVERT ELEVATIONS PIPE LENGTH (FEET) PIPE SIZE /TYPE PERCENT SLOPE IN OUT 1O 2 TYPE VG GRT. 38.55 - 32.06 N 22' 24" RCP 0.30% 0 3 TYPE 5 FL. 38.55 32.00 S 32.00 E 53' 30" RCP 0.30% 0 4 TYPE I MM RIM 37.55 31.84 W,S 31.84 E 120' 30" RCP 0.30% ® 5 CO PAICN OR DR GRT. 38.69 - 35.02 N 18' 8" PVC 5% MIN. 0 6 CO PAICN OR GRT. 39.04 34.05S 34.05 N 24' 8" PVC 3% MIN. © 7 TYPE C GRT. 37.00 33.33S 32.50 N 117' 18" RCP 0.30% IT 3 TYPE C GRT. 37.00 32.14S 32.14 N 70' 18" RCP 0.43% ® 10 TYPE 5 FL. 36.57 31.48 W,S 31.48 E 180' 30" RCP 0.30% 0 8 TYPE VG GRT. 36.57 33.90S 31.54 N 22' 18" RCP 0.30% 10 12 TYPE 5 FL. 35.86 30.94 W,S 30.94 E 147' 30" RCP 0.30% 11 10 TYPE VG GRT. 35.86 33.00 S 31.00 N 22' 18" RCP 0.30% 12 18 TYPE 6 FL. 35.28 300 06 NS 29.50 E 125' 30" RCP 0.30% 13 EXIST. FDOT TYPE C RIM 40.00 30.17 N MATCH EXIST. - - - 14 13 TYPE 5 FL. 39.11 - 30.20S 10' 18" RCP 0.30% 15 16 TYPE 6 FL. 35.07 - 30.78 W 22' 18" RCP 0.30% 16 17 TYPE 6 FL. 35.07 30.71 E 30.71 NW 32' 18" RCP 0.30% 17 12 TYPE 6 FL. 35.08 30.61 S 30.61 N 22' 18" RCP 0.55% 18 20 TYPE VG GRT. 34.41 29.13 S, W 27.65 E 140' 36" RCP 0.30% 19 18 TYPE VG GRT. 34.41 29.76S 28.53 N 22' 18" RCP 0.30% 20 69 TYPE VG GRT. 33.22 28.6 W 27.23 E 105' 36" RCP 0.30% 21 20 TYPE VG GRT. 33.22 29.39S 28.53 N 22' 18" RCP 0.30% 22 0 66 TYPE I MH W/ J BOTTOM RIM 34.14 27.25S 23.00 W 23.00 N 60' 54" RCP 0.30% 23 24 TYPE C GRT. 37.57 34.38 SE 33.07 W 125' 18" RCP 0.30% 24 25 TYPE C GRT. 38.07 32.69 E 32.69S 90' 18" RCP 0.30% 25 26 TYPE C GRT. 38.00 32.42 N 32.42S 24' 18" RCP 0.30% 26 30 TYPE VG GRT. 38.10 32.34 N 33.87 W 32.34 E 242' 24" RCP 0.30% * 27 26 TYPE I MH RIM 40.85 MA CH 34.25 E 125' 18" RCP 0.30% 28 26 TYPE 6 FL. 38.10 33.10S 33.10 N 22' 24" RCP 0.30% 29 28 TYPE C GRT. 37.00 - 33.12 N 8' 24" RCP 0.30% 30 32 TYPE VG GRT. 38.12 31.61 W,S 31.61 E 88' 30" RCP 0.30% 31 30 TYPE 6 GRT. 38.12 - 31.67 N 22' 24" RCP 0.30% 32 36 TYPE VG GRT. 37.74 31.34 N,W,S 31.34 E 147' 30" RCP 0.30% 33 32 TYPE 6 FL. 37.74 - 31.40 N 22' 24" RCP 0.30% 34 32 TYPE VG GRT. 36.98 3170 S 31.70S 120' 18" RCP 0.30% 35 34 TYPE VG GRT. 36.98 32.84 W 31.76 E 22' 18" RCP 0.30% 36 43 TYPE VG GRT. 37.60 300.666 ,N 29'56 E 190' 36" RCP 0.30% 30 36 TYPE 6 FL. 37.60 30.73S 30.73 N 22' 24" RCP 0.30% 38 37 TYPE C GRT. 37.00 - 30.75 N 8' 24" RCP 0.30% 39 40 TYPE C GRT. 35.97 - 31.97 E 68' 18" RCP 0.30% 40 41 TYPE C GRT. 36.20 31.67 W 31.67 E 67' 18" RCP 0.30% 41 42 TYPE C GRT. 35.85 31.55 W 31.55S 124' 18" RCP 0.30% 42 36 TYPE C GRT. 35.70 31.18 N,W 31.18S 80' 18" RCP 0.36% 43 45 TYPE VG GRT. 38.25 28.99 W 28.60 E 60' 36" RCP 0.30% 44 43 TYPE 6 FL. 38.25 - 34.62 N 22' 18" RCP 0.30% 45 48 TYPE I MH RIM 38.13 8.25 S 28.42 N 115' 36" RCP 0.30% 46 47 TYPE 5 FL. 38.92 - 34.37 N 40' 18" RCP 0.30% 47 48 TYPE VG GRT. 36.90 28.07S 0 W 28.07 N 115' 42" RCP 0.30% 48 22 TYPE 5 FL. 35.69 227.72 E, W 27.72 N 158' 42" RCP 0.30% 49 48 TYPE 5 FL. 35.69 28.70 E 28.70 N 22' 18" RCP 0.30% 50 - 54" M.E.S. - 17.00 E SEE SWALE PLAN SHEET C25.0 51 12" PVC YARD DRAIN GRT. 36.25 - 32.10 2' 12" PVC 1.00% 52 53 YARD DRAIN GRT. 36.25 31.44S 31.44 N 20' 12" PVC 1.00% 53 54 YARD DRAIN GRT. 36.00 31.24S 31.24 E 40' 12" PVC 1.00% 54 12" PVC YARD DRAIN GRT. 36.00 30.84 W 30.84 E - 12" PVC 1.00% 55 56 YARD DRAIN GRT. 31.50 - 28.00 23' 12" PVC 1.00% 56 - YARD DRAIN GRT. 31.50 27.77 E 27.77 W - 12" PVC 1.00% 57 - YARD DRAIN GRT. 32.00 - 28.50 W - 12" PVC 1.00% 58 - YARD DRAIN GRT. 31.75 - 28.25 W - 12" PVC 1.00% 59 60 TYPE C GRT. 31.20 25.95 S 25.95 N 50' 18" RCP 0.30% 60 62 TYPE 5 FL. 30.42 25.80 S,N 25.80 E 75' 24" RCP 2.72% 61 60 TYPE 5 FL. 30.34 - 25.86S 22' 18" RCP 0.30% 62 63 TYPE I MH RIM 28.59 23.76 W 23.76 E 110' 24" RCP 2.72% 63 64 TYPE VG GRT.26.59 17.37S 17.37 N 74' 54" RCP 0.30% 64 68 TYPE 5 FL. 25.10 17.14S 17.14 E 22' 54" RCP 0.30% 65 63 TYPE 5 FL. 29.96 22.34S 18.81 N 144' 54" RCP 1.00% 66 65 TYPE I MH RIM 33.14 22.82S 22.82 N 160' 54" RCP 0.30% 67 - YARD DRAIN GRT. 37.00 34.10 W 34.10 SE - 12" PVC 1.00% 68 50 TYPE 5 FL. 25.10 17.08 W 17.08 E 54" RCP 69 22 TYPE I MH RIM 34.13 29.95 , 26.42 E 107' 36" RCP 0.30% * 70 71 TYPE I MH ATGRADENG - 34.53 N 10' 18" RCP 0.30% 71 - TYPE 5 FL. 39.38 34.56S - - - - * SAW CUT EXISTING PIPE AND REMOVE EXISTING STRUCTURE REPLACE WITH PROPOSED STRUCTURE NOTE: TYPE VG INLET REFERS TO A USF 5105 FRAME AND GRATE. THE FRAME MUST BE PLACED ON A CONCRETE OR BRICK RISER TO KEEP THE STRUCTURE TOP SLAB BELOW THE ROAD BASE. 2 40.48 - r N 3 4 5 6 7 8 9 10 SYMBOLS FOR PROPOSED NOTES: 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR \ KEY MAP 3 0 IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 5 SCALE: 1" = 30' 0 30 60 6 ' 7 8 9 32.70 v DRAINAGE DIVIDE 082.50 PROPOSED SPOT ELEVATION M EXISTING SPOT ELEVATION PROPOSED STORM SEWER PIPING 15" RCP EXISTING STORM SEWER 1# PIPING ® DRAINAGE STRUCTURE INDICATOR m O0 SLOPE ARROW In MANHOLE MEG MATCH EXISTING GRADE o CLEAN OUT PROPOSED CONTOUR EXISTING CONTOUR 0 IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 5 SCALE: 1" = 30' 0 30 60 6 ' 7 8 9 32.70 v d 0 J M U W w 1# LD Y U m O0 � d In LL1 U No fi9092 L.L ,�f � W w N w ~ �SS�ONAL ENG`�,, W L Il gned by Frar klhi A r z I ,W Final Site orN� � je�*g Submittal 0 to_ 2915.11.1923:21: 9 I U) z O i U) ' w . tY w o C, O z W o O F O w �°z cD �z¢z w' J (� °OgzwU °� 7 : F- a p (Dg W z W Z Z Z Z U F= U W Z Qr Z_ _ zo -f0 F > w °°= _ LL oD=P00mN,i wo2oz ?wm Q oz ,aW ww z U)°�aFa5� O O O >pz >v�w0 Z_wU(n�Wwv C) W U �m¢��rFw ° °o = -,-w° W xt K w U U W w ~° W EL- ewi pC)0zz z(? z U lf wUOFFLU '<C7 J LU K a � r = Z L) w VJ LL O Z 0 r J � O C) = Q U) z 0 0 w 2 -j � - Q w 0 Q JU w W C) m O O a J Z oZ w Z Q 0 w U) - z W D LL w �z J o - Z = Z N O U z EL m O Z J L0 O V VJ Z w 'o < z LL V e Ica o a o U� LLI ,h z Q sb � O z O O < N O O O O Ln cc O Z 11 co Z w LU Q z o co Z o O U co 0 O N SHEET O C10.0 0 10 I c C F c i Z - v u o v AI BI CI DI E E GI 2 STORM SEWER SCHEDULE STRUCTURE NUMBER DOWNSTREAM STRUCTURE STRUCTURE TYPE TOP OF CASTING EL. INVERT ELEVATIONS PIPE LENGTH (FEET) PIPE SIZE /TYPE PERCENT SLOPE IN OUT 1O 2 TYPE VG GRT.38.55 - 32.06 N 22' 24" RCP 0.30% 2O 3 TYPE 5 FL. 38.55 32.00 S 32.00 E 53' 30" RCP 0.30% O3 4 TYPE 1I MM RIM 37.55 31.84 W,S 31.84 E 120' 30" RCP 0.30% ® 5 CO PAICN OR DR GIRT. 38.69 - 35.02 N 18' 8" PVC 5% MIN. 0 6 CO PAICN OR GIRT. 39.04 34.05S 34.05 N 24' 8" PVC 3% MIN. © 7 TYPE C GIRT. 37.00 33.33S 32.50 N 117' 18" RCP 0.30% O7 3 TYPE C GIRT. 37.00 32.14S 32.14 N 70' 18" RCP 0.43% ® 10 TYPE 5 FL. 36.57 31.48 W,S 31.48 E 180' 30" RCP 0.30% O9 8 TYPE VG GIRT. 36.57 33.90S 31.54 N 22' 18" RCP 0.30% 10 12 TYPE 5 FL. 35.86 30.94 W,S 30.94 E 147' 30" RCP 0.30% 11 10 TYPE VG GIRT. 35.86 33.00 S 31.00 N 22' 18" RCP 0.30% 12 18 TYPE 6 FL. 35.28 300 06 NS 29.50 E 125' 30" RCP 0.30% 13 EXIST. FDOT TYPE C RIM 40.00 30.17 N MATCH EXIST. - - - 14 13 TYPE 5 FL. 39.11 - 30.20S 10' 18" RCP 0.30% 15 16 TYPE 6 FL. 35.07 - 30.78 W 22' 18" RCP 0.30% 16 17 TYPE 6 FL. 35.07 30.71 E 30.71 NW 32' 18" RCP 0.30% 17 12 TYPE 6 FL. 35.08 30.61 S 30.61 N 22' 18" RCP 0.55% 18 20 TYPE VG GIRT. 34.41 29.13 S, W 27.65 E 140' 36" RCP 0.30% 19 18 TYPE VG GIRT. 34.41 29.76S 28.53 N 22' 18" RCP 0.30% 20 69 TYPE VG GIRT. 33.22 28.6 W 27.23 E 105' 36" RCP 0.30% 21 20 TYPE VG GIRT. 33.22 29.39S 28.53 N 22' 18" RCP 0.30% 22 66 TYPE I MH W/ J BOTTOM RIM 34.14 27.25S 23.00 W 23.00 N 60' 54" RCP 0.30% 23 24 TYPE C GIRT. 37.57 34.38 SE 33.07 W 125' 18" RCP 0.30% 24 25 TYPE C GIRT. 38.07 32.69 E 32.69S 90' 18" RCP 0.30% 25 26 TYPE C GIRT. 38.00 32.42 N 32.42S 24' 18" RCP 0.30% 26 30 TYPE VG GIRT. 38.10 32 34 N 33.87 W 32.34 E 242' 24" RCP 0.30% * 27 26 TYPE I MH RIM 40.85 MATCH EXIST. 34.25 E 125' 18" RCP 0.30% 28 26 TYPE 6 FL. 38.10 33.10S 33.10 N 22' 24" RCP 0.30% 29 28 TYPE C GIRT. 37.00 - 33.12 N 8' 24" RCP 0.30% 30 32 TYPE VG GRT.38.12 31.61 W,S 31.61 E 88' 30" RCP 0.30% 31 30 TYPE 6 GRT.38.12 - 31.67 N 22' 24" RCP 0.30% 32 36 TYPE VG GIRT. 37.74 31.34 N,W,S 31.34 E 147' 30" RCP 0.30% 33 32 TYPE 6 FL. 37.74 - 31.40 N 22' 24" RCP 0.30% 34 32 TYPE VG GIRT. 36.98 3170 S 31.70S 120' 18" RCP 0.30% 35 34 TYPE VG GIRT. 36.98 32.84 W 31.76 E 22' 18" RCP 0.30% 36 43 TYPE VG GIRT. 37.60 30.89 0 666 ,N 29.56 E 190' 36" RCP 0.30% 37 36 TYPE 6 FL. 37.60 30.73S 30.73 N 22' 24" RCP 0.30% 38 37 TYPE C GIRT. 37.00 - 30.75 N 8' 24" RCP 0.30% 39 40 TYPE C GIRT. 35.97 - 31.97 E 68' 18" RCP 0.30% 40 41 TYPE C GIRT. 36.20 31.67 W 31.67 E 67' 18" RCP 0.30% 41 42 TYPE C GIRT. 35.85 31.55 W 31.55S 124' 18" RCP 0.30% 42 36 TYPE C GIRT. 35.70 31.18 NO 31.18S 80' 18" RCP 0.36% 43 45 TYPE VG GIRT. 38.25 28.99 W 28.60 E 60' 36" RCP 0.30% 44 43 TYPE 6 FL. 38.25 - 34.62 N 22' 18" RCP 0.30% 45 48 TYPE I MH RIM 38.13 28.42 W 34.25S 28.42 N 115' 36" RCP 0.30% 46 47 TYPE 5 FL. 38.92 - 34.37 N 40' 18" RCP 0.30% 47 48 TYPE VG GIRT. 36.90 28.07S 0 W 28.07 N 115' 42" RCP 0.30% 48 22 TYPE 5 FL. 35.69 22 7. E, W 27.72 N 158' 42" RCP 0.30% 49 48 TYPE 5 FL. 35.69 28.70 E 28.70 N 22' 18" RCP 0.30% 50 - 54" M.E.S. - 17.00 E SEE SWALE PLAN SHEET C25.0 51 12" PVC YARD DRAIN GIRT. 36.25 - 32.10 2' 12" PVC 1.00% 52 53 YARD DRAIN GIRT. 36.25 31.44S 31.44 N 20' 12" PVC 1.00% 53 54 YARD DRAIN GIRT. 36.00 31.24S 31.24 E 40' 12" PVC 1.00% 54 12" PVC YARD DRAIN GIRT. 36.00 30.84 W 30.84 E - 12" PVC 1.00% 55 56 YARD DRAIN GIRT. 31.50 - 28.00 23' 12" PVC 1.00% 56 - YARD DRAIN GIRT. 31.50 27.77 E 27.77 W - 12" PVC 1.00% 57 - YARD DRAIN GIRT. 32.00 - 28.50 W - 12" PVC 1.00% 58 - YARD DRAIN GIRT. 31.75 - 28.25 W - 12" PVC 1.00% 59 60 TYPE C GIRT. 31.20 25.95 S 25.95 N 50' 18" RCP 0.30% 60 62 TYPE 5 FL. 30.42 25.80 S,N 25.80 E 75' 24" RCP 2.72% 61 60 TYPE 5 FL. 30.34 - 25.86S 22' 18" RCP 0.30% 62 63 TYPE I MH RIM 28.59 23.76 W 23.76 E 110' 24" RCP 2.72% 63 64 TYPE VG GRT.26.59 17.37S 17.37 N 74' 54" RCP 0.30% 64 68 TYPE 5 FL. 25.10 17.14S 17.14 E 22' 54" RCP 0.30% 65 63 TYPE 5 FL. 29.96 22.34S 18.81 N 144' 54" RCP 1.00% 66 65 TYPE I MH RIM 33.14 22.82S 22.82 N 160' 54" RCP 0.30% 67 - YARD DRAIN GIRT. 37.00 34.10 W 34.10 SE - 12" PVC 1.00% 68 50 TYPE 5 FL. 25.10 17.08 W 17.08 E 54" RCP 69 22 TYPE I MH RIM 34.13 2692N�S 26.42 E 107' 36" RCP 0.30% * 70 71 TYPE I MH ATGRADENG - 34.53 N 10' 18" RCP 0.30% 71 - TYPE 5 FL. 39.38 34.56S - - - - * SAW CUT EXISTING PIPE AND REMOVE EXISTING STRUCTURE REPLACE WITH PROPOSED STRUCTURE NOTE: TYPE VG INLET REFERS TO A USF 5105 FRAME AND GRATE. THE FRAME MUST BE PLACED ON A CONCRETE OR BRICK RISER TO KEEP THE STRUCTURE TOP SLAB BELOW THE ROAD BASE. 3 mm 4 HEAVY DUTY ASPHALT GRATED DROP INLET 10' 10' 5' 18" CURB & 18" CURB & 40 EXISTING SPOT ELEVATION GUTTER GUTTER PIPING n n RETAINING WALL WALL &BARRIER 36 Eq DRAINAGE STRUCTURE INDICATOR PER INDEX 6010 SLOPE ARROW PER INDEX 6010 34 PROPERTY 36 o PROPERTY LINE PROPOSED CONTOUR No 69092 _ Cn 0 LINE 32 > 34 z [litSo 5tb4d by Frankl nJA, EXISTING `EXISTING GRADE 30 - - - - - - - 28 �-4-j 1 26 SECTION 'A' (STA. 303 +00) (STA. 304 +10 - STA.302 +00) SCALE: 1" = 20 H 1 " =4V HEAVY DUTY ASPHALT GRATED DROP INLET 10' 10' 18" CURB & 40 EXISTING SPOT ELEVATION PROPOSED STORM SEWER GUTTER PIPING n n FDOT RETAINING WALL &BARRIER WALL 38 ® DRAINAGE STRUCTURE INDICATOR PER INDEX 6010 SLOPE ARROW MANHOLE PROPERTY 36 o CLEAN OUT LINE PROPOSED CONTOUR No 69092 _ Cn 0 EXISTING CONTOUR 0 NAL EN.` > 34 z [litSo 5tb4d by Frankl nJA, EXISTING c ineerwg Submittal ate: 2015.11.19 23:22:13 05'0 GRADE 32 SECTION 'B' (STA. 305 +00) (STA. 305 +25 - STA. 304 +10) SCALE: 1" = 20 H 1 " =4V SYMBOLS FOR PROPOSED IMPROVEMENTS 0 GRATED DROP INLET DRAINAGE DIVIDE 082.50 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED STORM SEWER PIPING 15" RCP EXISTING STORM SEWER Z z C7 PIPING ® DRAINAGE STRUCTURE INDICATOR r^ SLOPE ARROW MANHOLE MEG MATCH EXISTING GRADE o CLEAN OUT �c ' 9 PROPOSED CONTOUR No 69092 _ Cn 0 EXISTING CONTOUR Us 28 5 6 NOTES: 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 7 MATCH LINE - (SEE SHEET C11.0 FOR CONTINUATION) 8 9 10 SCALE: 1" = 30' 0 30 60 1 /r\ / 11 A A 11 SEE SHEET C11.0 FOR GRADING DETAILS 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 1 10 > U) z O i U) i > W 111111 0 0 0 10. 114.1 R L 0❑p Q U Z Z ❑ J Z Q Q❑ W LLOZ��UOJ (D O U Q U F Y U z L J N 7 J Z Q Q W Z ZY ��❑o�W�y 0 W U o U= w W Z? Z? U F S Y Q fn i4 rz ❑❑Fw n/ Z�❑ W LL =�O LL OQ =�O]m� 0 ww2zowm wz�aF= Q ww Q O❑! U J Z S O 6 >oziN?o Z w V � U W I U U Q m w F F F W �0 �i z W ❑❑zQW�Wo w it ❑ w Q U U w P L_ u LL LL i A B C D E 7 G H 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 I CINL TOP OF ®� ;UCTURE= 40.61' INV= 35.01' SE. J K �d s � a 000 5 000 00 N • F1 X f LJ a s f ■ oN� G 0 pP STS CB GRATE- 1.80 S.INV.- 39.22' f STS MN RIM f _ ELEV= 43.86' E. INV =38.01 ' E � INV= 38.31' W. INV= 41.56' 4" PVC �GQ STS GRATE= 42.82' \ E.INV.= 37.32' BACK FLOW f PREVENTOR STS MIT RIM-43.88' EINV.= 36.43' x - -- --- x--- • - - -, -- --- x- - - ° - -- -- - -x- - - - -- 24 RCP IRON FENCE STS CB GRATE 43.11 TR�AN TRAIL O — _ C TIE INTO EXISTING GATE VALVE 06.� LIFT - •������. _ -� � STATION �,�, 26 23 SCALE: 1" = 50' 0 50 100 1\1 D 9 ALM ASS ■1'l iiilllllllllilil - IIAISilllllllllll � �IIIIII � � �' ■�� m O NTO _ XI TING 6" ANIT ®® 11 srs aNE TOP of ® LA ® ® ® ® ®® I STRUCTURE-40.79' RAP W. I NV= 32.00' ®® ®® ®® o F -A ®® o v a _c' NJ ,25 I CINL TOP OF ®� ;UCTURE= 40.61' INV= 35.01' SE. J K �d s � a 000 5 000 00 N • F1 X f LJ a s f ■ oN� G 0 pP STS CB GRATE- 1.80 S.INV.- 39.22' f STS MN RIM f _ ELEV= 43.86' E. INV =38.01 ' E � INV= 38.31' W. INV= 41.56' 4" PVC �GQ STS GRATE= 42.82' \ E.INV.= 37.32' BACK FLOW f PREVENTOR STS MIT RIM-43.88' EINV.= 36.43' x - -- --- x--- • - - -, -- --- x- - - ° - -- -- - -x- - - - -- 24 RCP IRON FENCE STS CB GRATE 43.11 TR�AN TRAIL O — _ C TIE INTO EXISTING GATE VALVE 06.� LIFT - •������. _ -� � STATION �,�, 26 23 SCALE: 1" = 50' 0 50 100 1\1 D 9 ALM ■1'l iiilllllllllilil - IIAISilllllllllll � �IIIIII � � �' ■�� �� ill I SAN 1 ■ ■ ■ ■ ■ � i � i � i � i � i � i � i ; n� ��III rr 7r m������� ����II.. l• � a�:�i�i `` ■III � �1!��_�� 12r I AAiillllllllllll — .III WM 12" PVC 22 L 0 16 STS CINL RIM-41.7 S.INV.= 36.19' I El ®® 100 W n'I■ III =�IG7 i i -7 —FM FM Kil WM 12" PVC \-SAN SAN n 21 U." \ I KEY MAP 1 1 2 I 3 I 4 1 5 1 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15 1 16 v IL p J M � W W U Y il� LD U m In w 3 d 0 U Digitally sign w by FranII, lin A Porter e? 99"1S Reason: Final Sit "2 n Enginee ig y.. Submitt Date: o 2015.1013 I I LL 20:40:18 -04A U) z O i U) w w M Q O O Z ❑ Z r F O O w ¢ �❑Z c, D Z¢ Z ❑ ❑w w J t� z' W Y 0 Zi !Il NUgZ ~Ow0 Z S�aO���Y 7Nw�0❑?WE ww Z Z Z Z U F S �OO O� Z ¢rn rn Qrz ❑❑Fw� lq/ Z�❑w� =�O LL pQx�O?m� wN �OZOWm Q N2! ww of D H t Q F¢ 9 H OO�0z >,w W Or Z_wUrn�Wwv N LL ❑rO�w o zz=w❑ >o0 I Naf w0 W UUw K Xk W omwoLu zU) Z d of OwU�r Z J �� > -❑rnc� W LL. ❑ ¢ 0 Paw?¢ m❑ U) ``^^ Z vJ Z p Q T- W > c) mO z Q W J iY a- Q 3 � m V U) a Z o Z_ Z Q a LL U o U) — Z) W LL o 1-- O Z cV z Z w w m Q � N J _0 H O Z N 0 CQ � G � Z ae 1Ca 0 Q J Gam• . � W H 0 a u � Q N > O 0 N � U O Z 11 W Lu /n J Q Z ca m o LL O co 0 O N SHEET 0 C13.0 O ■1'l iiilllllllllilil - � �IIIIII � � �' ■�� v NJ 16 STS CINL RIM-41.7 S.INV.= 36.19' I El ®® 100 W n'I■ III =�IG7 i i -7 —FM FM Kil WM 12" PVC \-SAN SAN n 21 U." \ I KEY MAP 1 1 2 I 3 I 4 1 5 1 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15 1 16 v IL p J M � W W U Y il� LD U m In w 3 d 0 U Digitally sign w by FranII, lin A Porter e? 99"1S Reason: Final Sit "2 n Enginee ig y.. Submitt Date: o 2015.1013 I I LL 20:40:18 -04A U) z O i U) w w M Q O O Z ❑ Z r F O O w ¢ �❑Z c, D Z¢ Z ❑ ❑w w J t� z' W Y 0 Zi !Il NUgZ ~Ow0 Z S�aO���Y 7Nw�0❑?WE ww Z Z Z Z U F S �OO O� Z ¢rn rn Qrz ❑❑Fw� lq/ Z�❑w� =�O LL pQx�O?m� wN �OZOWm Q N2! ww of D H t Q F¢ 9 H OO�0z >,w W Or Z_wUrn�Wwv N LL ❑rO�w o zz=w❑ >o0 I Naf w0 W UUw K Xk W omwoLu zU) Z d of OwU�r Z J �� > -❑rnc� W LL. ❑ ¢ 0 Paw?¢ m❑ U) ``^^ Z vJ Z p Q T- W > c) mO z Q W J iY a- Q 3 � m V U) a Z o Z_ Z Q a LL U o U) — Z) W LL o 1-- O Z cV z Z w w m Q � N J _0 H O Z N 0 CQ � G � Z ae 1Ca 0 Q J Gam• . � W H 0 a u � Q N > O 0 N � U O Z 11 W Lu /n J Q Z ca m o LL O co 0 O N SHEET 0 C13.0 O A B c D C 7 c H i K 1 2 3 4 0 BUILDING 200 PIV 4" PVC 0 4 8 "X6" TEE, FH 8 "X6" RED FTI ME ° 4" BFP 4" METER 8 "X4" RED a 8 "X8" TEE a 8 "X4" RED 4" METER 6" PVC 4" BFP a ° 4" PVC BUILDING 100 PIV 4" PVC FDC 8" BFP d` a ° I _ a 8" GV POS ° 8" PVC FDC a A I ROW r N� W °e BUILDING 100 & 200 8" PVC FH 10" PVC i D 8" GV ROW Q ° a a ° a ° a ° -- -------------------- - - - - -. a a a ° - - - - -- ° -- FDC POS 6" BFP M ° ! 8 "X6" TEE, 6" PVC a 8 "X4" REDUCER I° BUILDING 300 PIV 4" WATER METER 4" BFP 4" PVC BUILDING 300 5 6 7 8 9 III a° 6 "X6" TEE, 6 "X4" RED )�A' ° ° a ° a a POS 611 BFP ° a FDC a PIV 6" PVC a � 4" METER 4" BFP 4" PVC U[ BUILDING 400 FH 10" PVC a ° ROW 0 BUILDING 400_ 1 ' 2 ' 3 ' 4 6 "X6" TEE, ° ° 6 "X4" RED a Q 4" METER I POS FDC 6" PVC 4' pp"7 < 4" BFP 4 " PVC 6" GV o ° 6" BFP 29' o a 6" PVC BUILDING 500 PIV ° 6 ROW a BUILDING 500 FH FH 10 ROW 10" PVC Ir- a M ° ° 0`b ° ° 8" PVC ° 8" GV ° a ° FDC ° " " " " 4" METER FDC 8 " PVC " °� �', 4" BFP POS ' 4" PVC 6" PVC � 8" BFP \� BUILDING 700 ° 4" BFP 8 "X8" TEE, PIV 8 "X4" RED 4" PVC BUILDING 600 "X4" TEE, 0 4" PVC a "METER o0 8 "X6" TEE, 8 "X6" RED 4" PVC PIV 7 BUILDING 600 & 700 8 9 10 12 13 14 00 ° 4" PVC 4" BFP BUILDING 800 ° a 4" METER PIV a 8 "X6" TEE, 8 "X4" RED 6" PVC a a ° 6" BFP a -__- POS 11 ° a a a ° ° a a a a a ° a < a ° a d J ROW a FDC J 8" GV 8" PVC U Digitally signed u, by Franklh i A " a Porter Reason: N ~ '` Final Site r' FH gj Submittal BUILDING 800 BUILDING 1000 PIV 4 3 oo 4" PVC 4" BFP 8 "X4" TEE, 4" METER ° 8 "X8" TEE 8 "X4" RED a 4" METER 4" BFP — 4" PVC 6" PVG a 12 PIV 8 "X6" TEE, \ 8 "X6" RED ° \ 8" BFP FDC a\ a 8" GV a 15 8" PVC 3 POS ° 67' FDC a� a � ROW a ° BUILDING 900 a a \ FH BUILDING 900 & 1000 13 14 15 16 SCALE: 1" = 50' 0 50 100 16 v d p M U W w Y 0 d 0 w U Digitally signed u, by Franklh i A " a Porter Reason: N ~ '` Final Site r' zEngineeri J-0 gj Submittal ' w be2-i Date: Q'l 2015.11.1 ° w 23:22:43 - 5'00' U U fn Z U U U) w w w a C z z 0 0 w w w \ O N O Z o Z o a w Q 1. C7 ZOo LL' J !Il NUgZrUwO z W Z? Z Z U F S wf n -w N in _ U W Z_ SC' - 2 rz p'0 V oFw> -,f '0 LL pQx�O?m� wmBOZO J. QNZ�LL� ww QO��(n�zx OO�pZ >/n W Or Z_wU(n�Wwv U �mQ��rFw ° °o =U)afw° w �t owUUNw�v w 0LLLLc7w QQT Z 6 UUOzZ C7 �pQ3w w �z VJ U) ER >ooQ�� i w w K z mo z 0 J O 1-- U) z oa O J� z Q w- Q J� w �a co oz z Q� W D LL w z 1.- 0— z Z N� O z Ln wN c/) m� W — o N U ZQ � J o W ° Cn J i � Q W W C z QJ J Q w w 0 o�sl W U, w o Q N � rr. o cc 0 w 0 Q ca z 0 cn z o O N SHEET Q 0 C13.1 0 A B C D E G 2 SANITARY SEWER SCHEDULE STRUCT. STRUCT. DOWN RIM INVERT ELEVATIONS DOWNSTREAM PIPE PERCENT NUMBER TYPE STREAM STRUCT. ELEV. 34.65 N,SW PIPE LENGTH (FEET) SIZE / TYPE SLOPE IN OUT O6" STUB - - - 33.39 E - 6" PVC 1% MIN. O2 6" STUB - - - 33.39 E - 6" PVC 1% MIN. OTYPE I MH O 36.48 31.25S 29.71 E 238' 8" PVC 0.40% O4 TYPE I MH 27 35.55 28.75 W 28.65 E 287' 8" PVC 1.10% O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O7 6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. OTYPE I MH 10 33.65 24.87 W 24.77 E 187' 8" PVC 0.40% 10 0� TYPE I MH 22 34.41 30. W 23.92 N 190' 8" PVC 1.00% 10 8" STUB 10 - - 24.39 W 37' 8" PVC 1.00% 11 6" STUB 12 - - 35.47 E - 6" PVC 1% MIN. 12 TYPE I MH 14 37.97 35.07 E,W 34.97S 78' 8" PVC 0.40% 3 4 13 6" STUB 12 - - 35.47 W - 6" PVC 1% MIN. 14 TYPE I MH 16 38.80 34.65 N,SW 34.55 E 215' 8" PVC 0.40% 15 8" STUB 14 - - 34.95 NE 30' 8" PVC 1% MIN. 16 TYPE I MH 20 38.04 33.69 N,S 33.59 E 267' 8" PVC 0.40% 17 8" STUB 16 - - 33.99 N 30' 8" PVC 1% MIN. 18 6" STUB - - - 34.26S - 6" PVC 1% MIN. 19 6" STUB - - - 33.92 W - 6" PVC 1% 20 TYPE I MH 10 38.50 32.52 W,E 32.42 N 383' 8" PVC 0.40% 21 8" STUB 20 - - 32.65 W 13' 8" PVC 1% MIN. 22 TYPE I MH 23 30.50 22.02S 21.92 N 198' 8" PVC 1.00% 23 TYPE I MH 26 27.47 19.94S 23.54 W 15.50 E 30' 8" PVC 0.40% 24 TYPE I MH 23 28.85 23.27 W 23.17 E 63' 8" PVC 1% MIN. 25 6" STUB 24 - - 23.67 - 6" PVC 1% MIN. 26 LIFT STATION - 28.50 11.88 SEE C27.0 - - 27 TYPE I MH O 33.47 25.49 W 25.39 E 53' 8" PVC 1% MIN. v d ° 4 a ° N, V1 P a bb D C SW� STS DNE TOP 01 STRUCTURE-40.79' RAP \ W. INV= 32.00' UTILITY LEGEND 0 8" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) © ELECTRICAL TRANSFORMER PAD. REFER TO ARCH. MEP PLANS FOR EXACT LOCATION © FIRE HYDRANT ASSEMBLY. (SEE DETAIL 3 SHEET C28.0) 0 12 "X10" WET TAP WITH 10" GATE VALVE. O CONNECT TO EXIST. 12" GV 0 4" MASTER METER AND 4" RPZ (SEE DETAIL 12 SHEET C28.0). © 10" GATE VALVE, (SEE DETAIL 5 SHEET C28.0) OH 6" GATE VALVE, (SEE DETAIL 5 SHEET C28.0) 0 10" TEE 0 11 TEE © 12 "X10" TEE 0 10 "X6" -TEE 0 8 "X6" -TEE OQ 12" GATE VALVE (SEE DETAIL 5, SHEET C28.0) © 12 "X6" TEE ® CONNECT TO IRRIGATION (SEE IRRIGATION PLANS FOR INFORMATION) ® CAP AND 2" BLOWOFF ASSEMBLY 0 1" SERVICE TAP OT 1" HOSE BIBB 0 10" STUB OV 6" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) * ** NOT USED * ** 0 6" PVC SANITARY LATERAL @ 1.0% SLOPE (SEE DETAIL 4 SHEET C29.0) 2" BLOWOFF VALVE (SEE DETAIL 7 SHEET C28.0) ® TEMPORARY BYPASS (SEE DETAIL 8 SHEET C28.0) CC SANITARY SEWER CLEANOUT (SEE DETAIL 5 SHEET 1 ® FIRE DEPARTMENT CONNECTION ee 8" GATE VALVE (SEE DETAIL 5 SHEET C28.0) O 12 "X8" TEE gg BLUE RPM 12" TEE, 12" STUB II 2" TAPPING SLEEVE jj CONNECTION TO 2" METER & 2" BFP FOR IRRIGATION. SEE SHEET IR -7. ❑a °a a a a : CD�G Q p0 5 ° v 6 7 8 4 2 a„ pvC Sp,N 1 d4 W M X13 ?v ° d ° ® ®® 000 5�1 Q�pp fill 00 `nI PAL Y, y d �V \ a\ �I STS CB GRATE 41.E S.1NV. =39.� : T 71 a Iky II SEE SHEET C13.1 FOR WATER SERVICE DETAIL SEP. TOP BOTTOM BOTTOM Q Q 0 VERT. Y (7 U SEP. TOP BOTTOM BOTTOM TOP VERT. NUMBER PIPE ELEV. PIPE ELEV. SEP. LIJ F- NUMBER PIPE ELEV. PIPE ELEV. W OSTS 18" RCP 30.76 SAN 8" PVC 29.99 0.77' Q SAN 8" PVC - STS 30 RCP 34.33 � 11 STS 18" RCP 30.37 SAN 8" PVC �Z Lu f f \ G U as f f f GRAVITY PIPE VERTICAL SEPARATION SCHEDULE SEP. TOP BOTTOM BOTTOM TOP VERT. Y (7 U SEP. TOP BOTTOM BOTTOM TOP VERT. NUMBER PIPE ELEV. PIPE ELEV. SEP. NUMBER PIPE ELEV. PIPE ELEV. SEP. OSTS 18" RCP 30.76 SAN 8" PVC 29.99 0.77' p SAN 8" PVC 34.69 STS 30 RCP 34.33 0.36' O STS 18" RCP 30.37 SAN 8" PVC 29.23 1.13' O SAN 8" PVC 34.36 STS 24" RCP 33.69 0.67' O STS 18" RCP 28.95 SAN 8" PVC 27.87 1.08' 10 SAN 8" PVC 33.77 STS 24" RCP 33.02 0.75' O STS 18" RCP 27.05 SAN 8" PVC 26.30 0.75' 11 6" LATERAL 33.33 STS 36" RCP 32.22 1.11' OSTS 36" RCP 26.79 6" LATERAL 26.08 0.71' 12 6" LATERAL 33.16 STS 36" RCP 32.16 1.00' 0 STS 12" PVC 30.00 SAN 8" PVC 25.31 4.69' 13 STS 18" RCP 34.37 SAN 8" PVC 33.60 0.77' O STS 42 RCP 26.87 SAN 8 PVC 24.86 2.00' 14 STS 18" RCP 34.07 SAN 8" PVC 33.37 0.70' O 6" LATERAL 35.21 STS 18 RCP 33.26 1.95' 15 SAN 8" PVC 22.89 STS 54" RCP 23.09 0.50' STS CB GRATE-42.82' \ E.INV.= 37.32' f STS M H ` \f RIM 43.88' E.1 NV. = 3 6.43 ---x---•--x---•---.---x--- �-J < > �� � Sr L J 24 RCP ST STS CB v 14 a °a a 9 10 SCALE: 1" = 30' 0 30 60 z M u- w w U Y (7 U m <n w d 0 U Digitally sign ui by Franklin A '� -, Porter fPReason: \M3 °'' =_Final Sit q O' Engine ring Submit 7 Date: L' .j Q 2015.1 1 19 I w 23:23:1 -05 -1 LL SCALE: 1" = 30' 0 30 60 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 U) z 0 1 � w w Q o 0 klzkO z W o F O � ui Q C7 � )0z; Q 0 0 LL' J !Il z S: "L NUgZ ~Uw0 O��wY 7Nw�00�� ww Z Z Z Z U F S �O��YQNin U W Z_ _ 2 rzz� E2Fww oLL =JO m N- osm'w wN �OZOWm QNZ�a� ww QOO�(n�z= O Z_w0<2 � W wU U <cQ0�rFw ���z = >oo K 0 ° °o = °afw0 w �wOONw-O w Ef -LL' Q Q � Z UUOZZ 0 KOw Q �w OZ VJ 1 w w O 0 Q O Q -- d w K Q3: m 0 Z 0 O Z oo �_ J � Z W ca O Q Y LL Q J U) LLJ a m Z oZ z Qlcl� � w D 11J LL Z - Z >Z N O_ W Q LI m� z Q J � u) o N J > 0 z e Ica a a o � w ' z Q sly � 7-4 ~ N � O u O v� J Q z i o O O N SHEET O C14.0 0 z KEY MAP O I- Q z I- Z O U SYMBOLS FOR PROPOSED IMPROVEMENTS U GRATED DROP INLET w DRAINAGE DIVIDE 082.50 PROPOSED SPOT ELEVATION W EXISTING SPOT ELEVATION 2 PROPOSED STORM SEWER PIPING Lij 15" RCP EXISTING STORM SEWER PIPING W ® DRAINAGE STRUCTURE INDICATOR V J rte- SLOPE ARROW MANHOLE W MEG MATCH EXISTING GRADE Z o CLEAN OUT J &11 PROPOSED CONTOUR 2 U EXISTING CONTOUR $„ Q 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 U) z 0 1 � w w Q o 0 klzkO z W o F O � ui Q C7 � )0z; Q 0 0 LL' J !Il z S: "L NUgZ ~Uw0 O��wY 7Nw�00�� ww Z Z Z Z U F S �O��YQNin U W Z_ _ 2 rzz� E2Fww oLL =JO m N- osm'w wN �OZOWm QNZ�a� ww QOO�(n�z= O Z_w0<2 � W wU U <cQ0�rFw ���z = >oo K 0 ° °o = °afw0 w �wOONw-O w Ef -LL' Q Q � Z UUOZZ 0 KOw Q �w OZ VJ 1 w w O 0 Q O Q -- d w K Q3: m 0 Z 0 O Z oo �_ J � Z W ca O Q Y LL Q J U) LLJ a m Z oZ z Qlcl� � w D 11J LL Z - Z >Z N O_ W Q LI m� z Q J � u) o N J > 0 z e Ica a a o � w ' z Q sly � 7-4 ~ N � O u O v� J Q z i o O O N SHEET O C14.0 0 A B C D 71 F G 2 UTILITY LEGEND O 8" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) © ELECTRICAL TRANSFORMER PAD. REFER TO ARCH. MEP PLANS FOR EXACT LOCATION © FIRE HYDRANT ASSEMBLY. (SEE DETAIL 3 SHEET C28.0) 0 12 "X10" WET TAP WITH 10" GATE VALVE. O CONNECT TO EXIST. 12" GV 0 4" MASTER METER AND 4" RPZ (SEE DETAIL 12 SHEET C28.0). © 10" GATE VALVE, (SEE DETAIL 5 SHEET C28.0) OH 6" GATE VALVE, (SEE DETAIL 5 SHEET C28.0) 0 10" TEE 0 10 "X8" TEE © 12 "X10" TEE 0 10 "X6" -TEE 0 8 "X6" -TEE 00 12" GATE VALVE (SEE DETAIL 5, SHEET C28.0) © 12 "X6" TEE ® CONNECT TO IRRIGATION (SEE IRRIGATION PLANS FOR INFORMATION) ® CAP AND 2" BLOWOFF ASSEMBLY 0 1" SERVICE TAP OT 1" HOSE BIBB 0 10" STUB VO 6" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) * ** NOT USED * ** 0 6" PVC SANITARY LATERAL @ 1.0% SLOPE (SEE DETAIL 4 SHEET C29.0) 2" BLOWOFF VALVE (SEE DETAIL 7 SHEET C28.0) bb TEMPORARY BYPASS (SEE DETAIL 8 SHEET C28.0) CC SANITARY SEWER CLEANOUT (SEE DETAIL 5 SHEET C29.0) ® FIRE DEPARTMENT CONNECTION ee 8" GATE VALVE (SEE DETAIL 5 SHEET C28.0) 12 "X8" TEE O gg BLUE RPM 12" TEE, 12" STUB SANITARY SEWER SCHEDULE STRUCT. STRUCT. DOWN- STREAM RIM INVERT ELEVATIONS DOWNSTREAM PIPE LENGTH PIPE SIZE / PERCENT NUMBER TYPE STRUCT. ELEV. (FEET) TYPE SLOPE IN OUT O6" STUB - - - 33.39 E - 6" PVC 1% MIN. O6" STUB - - - 33.39 E - 6" PVC 1% MIN. OTYPE I MH O4 36.48 31.25S 29.71 E 238' 8" PVC 0.40% OTYPE I MH 27 35.55 28.75 W 28.65 E 287' 8" PVC 1.10% O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O 6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. OTYPE I MH 10 33.65 24.87 W 24.77 E 187' 8" PVC 0.40% 10 TYPE I MH 22 34.41 24:02 W 23.92 N 190' 8" PVC 1.00% 10 8" STUB 10 - 02 24.39 W 37' 8" PVC 1.00% 11 6" STUB 12 - - 35.47 E - 6" PVC 1% MIN. 12 TYPE I MH 14 37.97 35.07 E,W 34.97S 78' 8" PVC 0.40% 13 6" STUB 12 - - 35.47 W - 6" PVC 1% MIN. 14 TYPE I MH 16 38.80 34.65 N,SW 34.55 E 215' 8" PVC 0.40% 15 8" STUB 14 - - 34.95 NE 30' 8" PVC 1% MIN. 16 TYPE I MH 20 38.04 33.69 N,S 33.59 E 267' 8" PVC 0.40% 17 8" STUB 16 - - 33.99 N 30' 8" PVC 1% MIN. 18 6" STUB - - - 34.26S - 6" PVC 1% MIN. 19 6" STUB - - - 33.92 W - 6" PVC 1% 20 TYPE I MH 10 38.50 32.52 W,E 32.42 N 383' 8" PVC 0.40% 21 8" STUB 20 - - 32.65 W 13' 8" PVC 1% MIN. 22 TYPE I MH 23 30.50 22.02S 21.92 N 198' 8" PVC 1.00% @) TYPE I MH 26 27.47 19.94S 23.54 W 15.50 E 30' 8" PVC 0.40% 24 TYPE I MH 23 28.85 23.27 W 23.17 E 63' 8" PVC 1% MIN. 25 6" STUB 24 - - 23.67 - 6" PVC 1% MIN. 26 LIFT STATION - 28.50 11.88 SEE C27.0 - - - 27 TYPE I MH O 33.47 25.49 W 25.39 E 53' 8" PVC 1% MIN. 1 2 3 3 4 5 6 MATCH LINE - (SEE SHEET C16.0 FOR CONTINUATION) FI- LU W C/ z LU LIJ > U) co 400 ♦ate LLJ a e Cn z D J aaaa 7 � D o ■ U SAN 8" PVC v 1�9 10 Z B i CC T 100 ----------------------- e P >e D D Z ii "Ib 1 nAKI nil nlin 13 17 GRAVITY PIPE VERTICAL SEPARATION SCHEDULE SEP. _O , © • • ®_ TOP 1 EXISTING SPOT ELEVATION SEP. TOP BOTTOM bio TOP - FBI NUMBER _ ELEV. PIPE ELEV. SEP. SEE SWALE AND STORMWATER' 'pal, PIPE WA PIPE sivivolm I ocial O STS 18" RCP 30.76 SAN 8" PVC 29.99 0.77' lO SAN 8" PVC 34.69 STS 30 RCP 34.33 0.36' O STS 18" RCP 30.37 SAN 8" PVC 29.23 1.13' 0 SAN 8" PVC 34.36 STS 24" RCP 33.69 0.67' O STS 18" RCP 28.95 SAN 8" PVC I- low! 1.08' 10 SAN 8" PVC 33.77 STS 24" RCP 33.02 0.75' lO STS 18" RCP 27.05 SAN 8" PVC 26.30 0.75' 11 6" LATERAL 33.33 • 32.22 1.11' lO O r �� 6" LATERAL 26.08 1 12 6" LATERAL 33.16 STS 36" RCP 32.16 1.00' ®1 STS 12" PVC ■III SAN 8" PVC 25.31 4.69' 13 STS 18" RCP 34.37 SAN 8" PVC 33.60 0.77' pill STS 42 RCP 26.87 SAN 8 PVC 24.86 2.00' 14 STS 18" RCP 34.07 SAN 8" PVC 33.37 0.70' O6" LATERAL 35.21 STS 18 RCP 33.26 1.95' 15 SAN 8" PVC 22.89 STS 54" RCP 23.09 0.50' IIIIIIIIIIIIIIIIII IRiiiiiii�illllll i i IIIIIIIIIlIIIliI jMIIIIII � J , � � III ■ ���5!._.�■ o� FI- LU W C/ z LU LIJ > U) co 400 ♦ate LLJ a e Cn z D J aaaa 7 � D o ■ U SAN 8" PVC v 1�9 10 Z B i CC T 100 ----------------------- e P >e D D Z ii "Ib 1 nAKI nil nlin 13 17 GRAVITY PIPE VERTICAL SEPARATION SCHEDULE SEP. TOP BOTTOM BOTTOM TOP VERT. EXISTING SPOT ELEVATION SEP. TOP BOTTOM BOTTOM TOP VERT. NUMBER PIPE ELEV. PIPE ELEV. SEP. SEE SWALE AND STORMWATER' NUMBER PIPE ELEV. PIPE ELEV. SEP. O STS 18" RCP 30.76 SAN 8" PVC 29.99 0.77' lO SAN 8" PVC 34.69 STS 30 RCP 34.33 0.36' O STS 18" RCP 30.37 SAN 8" PVC 29.23 1.13' 0 SAN 8" PVC 34.36 STS 24" RCP 33.69 0.67' O STS 18" RCP 28.95 SAN 8" PVC 27.87 1.08' 10 SAN 8" PVC 33.77 STS 24" RCP 33.02 0.75' lO STS 18" RCP 27.05 SAN 8" PVC 26.30 0.75' 11 6" LATERAL 33.33 STS 36" RCP 32.22 1.11' lO STS 36" RCP 26.79 6" LATERAL 26.08 0.71' 12 6" LATERAL 33.16 STS 36" RCP 32.16 1.00' ®1 STS 12" PVC 30.00 SAN 8" PVC 25.31 4.69' 13 STS 18" RCP 34.37 SAN 8" PVC 33.60 0.77' lO STS 42 RCP 26.87 SAN 8 PVC 24.86 2.00' 14 STS 18" RCP 34.07 SAN 8" PVC 33.37 0.70' O6" LATERAL 35.21 STS 18 RCP 33.26 1.95' 15 SAN 8" PVC 22.89 STS 54" RCP 23.09 0.50' sr S.R. 434 4 5 6 7 0 8 Mimi 4111 D P . a , I a 9 a4 I 2 a 8 14 G -60 10 0 M M M cn M 2L "SEE NOTE 5 I 20 21 DL lJ / 9 , 10 v M d 0 J I I • II EXISTING SPOT ELEVATION v PROPOSED STORM SEWER PIPING 15" RCP I �Ww U Z Y FOR CONTINUATION OF SITE o w w MATCH EXISTING GRADE SEE SWALE AND STORMWATER' CLEAN OUT 82 PROPOSED CONTOUR IIII 10A POND SHEETS �� N STATE w w O RIO. - O"- 8N o W I , C6 Di Q :f it Giigijed by Frank it A M Pc M i I R E DAte: • II �� m� I• I� I D P . a , I a 9 a4 I 2 a 8 14 G -60 10 0 M M M cn M 2L "SEE NOTE 5 I 20 21 DL lJ / 9 , 10 r SCALE: 1" = 30' 0 30 60 KEY MAP SYMBOLS FOR PROPOSED IMPROVEMENTS v M d p J PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION ®� PROPOSED STORM SEWER PIPING 15" RCP EXISTING STORM SEWER PIPING �Ww U Z Y FOR CONTINUATION OF SITE o w w MATCH EXISTING GRADE SEE SWALE AND STORMWATER' CLEAN OUT 82 PROPOSED CONTOUR E N 10A POND SHEETS " °69 °9= L *C � N STATE w w O RIO. - O"- 8N o W I , C6 Di Q :f it Giigijed by Frank it A M Pc M i I R E DAte: rt � ast. inal Site o I gierg Submittal I 20 .11.1923:23:3 -05' r SCALE: 1" = 30' 0 30 60 KEY MAP SYMBOLS FOR PROPOSED IMPROVEMENTS NOTES: 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL 'SEE NOTE 4 CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. Q 2 as 4. EXISTING (1) 6" PVC SLEEVES AND (2) 4" PVC SLEEVES TO REMAIN. 5. EXISTING (1) 6" PVC SLEEVES AND (2) 4" PVC SLEEVES TO BE REMOVED. ° FM FM FM FM 9 10 z 0 Ln w w Q o 0 N O Z ° Z F ° O ui LL' J ��z�WY03 Ur Nogz�oWo z a O Y W Z? Z Z U F S wO°n Z Nin Q xc9 - I Q ff= >= �Z °o °Fw °wLL =JO LL LL pQxt -O?m� wmBOZO J. Q NZ�LL� w w zx , LLOO >pz >viwOr Z w U N W W U =��w°oo Lw W W xt pLLLLc9w QQu) Z �j wC)ozz Z (D :jz JJ KpwUc)r (D� VJ �RjOpa(9Q PwLL�?a�m° z 0 J O U) Z p Q 0 J 0 z Q W co O U) Y LL. Q J W �a z oz Z Q vJ C w D z U_ Lu � O Z >z `4 O W 0- 3:Q loo M _ N z Q O co � W J_ > 0 O ae Ica aQ :�. . Q W O Q Sl' � N D ON O ON - O O W Un Q O L� � O O O N SHEET O C15.0 / 0 GRATED DROP INLET DRAINAGE DIVIDE 082.50 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION ®� PROPOSED STORM SEWER PIPING 15" RCP EXISTING STORM SEWER PIPING ® DRAINAGE STRUCTURE INDICATOR SLOPE ARROW MANHOLE MEG MATCH EXISTING GRADE o CLEAN OUT 82 PROPOSED CONTOUR EXISTING CONTOUR NOTES: 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL 'SEE NOTE 4 CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. Q 2 as 4. EXISTING (1) 6" PVC SLEEVES AND (2) 4" PVC SLEEVES TO REMAIN. 5. EXISTING (1) 6" PVC SLEEVES AND (2) 4" PVC SLEEVES TO BE REMOVED. ° FM FM FM FM 9 10 z 0 Ln w w Q o 0 N O Z ° Z F ° O ui LL' J ��z�WY03 Ur Nogz�oWo z a O Y W Z? Z Z U F S wO°n Z Nin Q xc9 - I Q ff= >= �Z °o °Fw °wLL =JO LL LL pQxt -O?m� wmBOZO J. Q NZ�LL� w w zx , LLOO >pz >viwOr Z w U N W W U =��w°oo Lw W W xt pLLLLc9w QQu) Z �j wC)ozz Z (D :jz JJ KpwUc)r (D� VJ �RjOpa(9Q PwLL�?a�m° z 0 J O U) Z p Q 0 J 0 z Q W co O U) Y LL. Q J W �a z oz Z Q vJ C w D z U_ Lu � O Z >z `4 O W 0- 3:Q loo M _ N z Q O co � W J_ > 0 O ae Ica aQ :�. . Q W O Q Sl' � N D ON O ON - O O W Un Q O L� � O O O N SHEET O C15.0 / 0 A B C D E G 2 UTILITY LEGEND O 8" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) @ ELECTRICAL TRANSFORMER PAD. REFER TO ARCH. M P PLANS FOR EXACT LOCATION 1 © FIRE HYDRANT ASSEMBLY. (SEE DETAIL SHEET C28.0 @ 12 "X10" WET TAP WITH 10" GATE VALVE. n CONNECT TO EXIST. 12" GV O 4" MASTER METER AND 4" RPZ (SEE DETAIL 12 SHEET C28.0). © 10" GATE VALVE, (SEE DETAIL 5 SHEET C28.0) 1 O 6" GATE VALVE, (SEE DETAIL SHEET C28.0) O 10" TEE O 1 0"X8" TEE © 12 "X10" TEE O 10 "X6" -TEE O 8 "X6" -TEE OQ 12" GATE VALVE (SEE DETAIL 5, SHEET C28.0) © 12 "X6" TEE @ CONNECT TO IRRIGATION (SEE IRRIGATION PLANS FOR INFORMATION) ® CAP AND 2" BLOWOFF ASSEMBLY O 1" SERVICE TAP O 1" HOSE BIBB O 10" STUB O 6" WILKINS DDCVA FOR FIRE SPRINKLER. (SEE DETAIL 15 SHEET C28.0) 6" MASTER METER AND 6" RPZ (SEE DETAIL 12 SHEET C28.0). O 6" PVC SANITARY LATERAL @ 1.0% SLOPE (SEE DETAIL 4 SHEET C29.0) 2" BLOWOFF VALVE (SEE DETAIL 7 SHEET C28.0) bb TEMPORARY JUMPER CONNECTION (SEE DETAIL 14 SHEET C28.0) CC SANITARY SEWER CLEANOUT (SEE DETAIL 5 SHEET C29.0) 1 ® FIRE DEPARTMENT CONNECTION ee 8" GATE VALVE (SEE DETAIL 5 SHEET C28.0) 0 12 "X8" TEE ® BLUE RPM (E12" TEE, 12" STUB 1 SANITARY SEWER SCHEDULE STRUCT. STRUCT. DOWN- STREAM RIM INVERT ELEVATIONS DOWNSTREAM PIPE LENGTH PIPE SIZE / PERCENT NUMBER TYPE STRUCT. ELEV. (FEET) TYPE SLOPE IN OUT O6" STUB - - - 33.39 E - 6" PVC 1% MIN. O2 6" STUB - - - 33.39 E - 6" PVC 1% MIN. OTYPE I MH O4 36.48 31.25S 29.71 E 238' 8" PVC 0.40% O4 TYPE I MH 27 35.55 28.75 W 28.65 E 287' 8" PVC 1.10% O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. O7 6" STUB - - - 26.40 E - 6" PVC 1% MIN. O6" STUB - - - 26.40 E - 6" PVC 1% MIN. OTYPE I MH 10 33.65 24.87 W 24.77 E 187' 8" PVC 0.40% 10 TYPE I MH 22 34.41 24:02 W 23.92 N 190' 8" PVC 1.00% 10 8" STUB 10 - - 24.39 W 37' 8" PVC 1.00% 11 6" STUB 12 - - 35.47 E - 6" PVC 1% MIN. 12 TYPE I MH 14 37.97 35.07 E,W 34.97S 78' 8" PVC 0.40% 13 6" STUB 12 - - 35.47 W - 6" PVC 1% MIN. 14 TYPE I MH 16 38.80 34.65 N,SW 34.55 E 215' 8" PVC 0.40% 15 8" STUB 14 - - 34.95 NE 30' 8" PVC 1% MIN. 16 TYPE I MH 20 38.04 33.69 N,S 33.59 E 267' 8" PVC 0.40% 17 8" STUB 16 - - 33.99 N 30' 8" PVC 1% MIN. 18 6" STUB - - - 34.26S - 6" PVC 1% MIN. 19 6" STUB - - - 33.18S - 6" PVC 1% MIN. 20 TYPE I MH 10 38.00 32.52 W,E 32.42 N 383' 8" PVC 0.40% 21 8" STUB 20 - - 32.65 W 13' 8" PVC 1% MIN. 22 TYPE I MH 23 28.50 22.02S 21.92 N 198' 8" PVC 1.00% 23 TYPE I MH 26 27.47 19.94S 23.54 W 15.50 E 30' 8" PVC 0.40% 24 TYPE I MH 23 28.85 23.27 W 23.17 E 63' 8" PVC 1% MIN. 25 6" STUB 24 - - 23.67 - 6" PVC 1% MIN. 26 LIFT STATION - 28.50 11.88 SEE C27.0 - - - 27 TYPE I MH O 33.47 25.49 W 25.39 E 53' 8" PVC 1 %MIN. 2 3 A 4 5 SYMBOLS FOR PROPOSED IMPRAVFMFNTS U GRATED DROP INLET TOP DRAINAGE DIVIDE BOTTOM 082.50 PROPOSED SPOT ELEVATION W Y U EXISTING SPOT ELEVATION TOP PROPOSED STORM SEWER PIPING 15" RCP EXISTING STORM SEWER PIPING ® DRAINAGE STRUCTURE INDICATOR ►�� SLOPE ARROW PIPE MANHOLE MEG MATCH EXISTING GRADE o CLEAN OUT IS PROPOSED CONTOUR ELEV. EXISTING CONTOUR GRAVITY PIPE VERTICAL SEPARATION SCHEDULE SEP. TOP BOTTOM BOTTOM TOP VERT. W Y U SEP. TOP BOTTOM BOTTOM TOP VERT. NUMBER PIPE ELEV. PIPE ELEV. SEP. LL 20:41:4304'( NUMBER PIPE ELEV. PIPE ELEV. SEP. pSTS 18" RCP 30.76 SAN 8" PVC 29.99 0.77' O SAN 8" PVC 34.69 STS 30 RCP 34.33 0.36' pSTS 18" RCP 30.37 SAN 8" PVC 29.23 1.13' O SAN 8" PVC 34.36 STS 24" RCP 33.69 0.67' O3 STS 18" RCP 28.95 SAN 8" PVC 27.87 1.08' 10 SAN 8" PVC 33.77 STS 24" RCP 33.02 0.75' 40 STS 18" RCP 27.05 SAN 8" PVC 26.30 0.75' 11 6" LATERAL 33.33 STS 36" RCP 32.63 0.70' O5 STS 36" RCP 26.79 6" LATERAL 26.08 0.71' 12 6" LATERAL 32.98 STS 36" RCP 31.98 1.00' 0 STS 12" PVC 30.00 SAN 8" PVC 25.31 4.69' 13 STS 18" RCP 34.37 SAN 8" PVC 33.60 0.77' pSTS 42 RCP 26.87 SAN 8 PVC 24.86 2.00' 14 STS 18" RCP 34.07 SAN 8" PVC 33.37 0.70' O7 6" LATERAL 35.21 STS 18 RCP 33.26 1.95' 15 SAN 8" PVC 22.89 STS 54" RCP 23.09 0.50' 3 4 5 6 NOTES: 1. LOT GRADING SHALL NOT IMPOSE ANY ADDITIONAL RUNOFF ONTO NOR IMPEDE RUNOFF FROM ADJACENT PROPERTIES. 2. ALL SITE WORK SHOWN SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR. 3. ELEVATIONS SHOWN ARE BASED ON NAVD88, SEE BOUNDARY & TOPOGRAPHIC SURVEY UNDER GENERAL NOTES.. 7 MATCH LINE - (SEE SHEET C15.0 FOR CONTINUATION) 6 7 8 8 9 9 SCALE: 1" = 30' 0 30 60 10 10 v M d p J a� h Porter U' W Z U W Y U m (n Lu Submittal, CL 0 U w Digitally sign, a by Franklin A a� h Porter o Reason: S'- =Final Site Q y =Engineer rt�§ Submittal, %S Date: o 2015.10. 3 LL 20:41:4304'( 11111 0 Z r w o o u ¢zoo LL J �p z' W Y 0 Zi (D N U g Z r O w O Z Swa °��wY vDi -20UU W Sw Z? Z Z U F S �ooEZawrn Q ow r poFwLL r�/ Z�owLL =�O LL °Qx� °?mom C) WNZa �LLZO � Wm QNz ww a0Oaf U�z= Z_ w U 0 W w U U �ma��WF of °lzz =>o� K owUUNw�° W 0 1 LL W7 - Z- z UUOZZ (7 w0wQ W?Z z ') ER j o o Q U W H d x K z< 3: m 0 U) z O w ry UI J J LL U) z U) Z p Q T_ W > W mO z Q W J LL Q i w ED (D "f � a Z o Z_ Z Q 0 co (_5 o U) - W LL LU oZ o Z cV zn Z j W IL w m Q N-) cN c� z ^ = O �0 z O ae Ica o- = 0O z i z .I sl' Q � 7-4 ~ N � O O Ln cc O Z 11 CO Z w n Q z Cal Z O 0 N SHEET O C16.0 / 0 A B C D E 2 2 3 Me 501 • N AZ v C1 D D I D 38 Line # I-III , Direction L1 500.428 M J 588.216 S51' 31'43.26"W L3 19.253 U Ui W Z LU W 38 xt � C7 U 325.292 m d (n W L8 9.694 S59° 55'04.00"E M U N83° 11' 33.65 "W C6 Digitally igne tiO,pT J 0 in A y ' 1 •• M A C) O O � co 17.77 ♦� ' :Final Sit E m =,'.. ♦ 'F/ L6 irk U a m Q� F F F W af OF Submitt - - W + YX /wN OWO U0 w U W WLL LL/ z 1-1 f. 0 / /- ( Cn M M / 4,�, , 0 20 40 N LL G7 CD Cn / PROPOSED ROAD Q Cn N ° N Z Ln 36 " (0 CENTERLIN w a ° `� `� U) Cn m �� << 0 N W W 0 C) ° z 34 Me 501 • N AZ v C1 D D I D 38 Line # ti Direction L1 500.428 M J 588.216 S51' 31'43.26"W L3 19.253 U Ui W Z LU W 38 xt � C7 U 325.292 m d (n W L8 9.694 S59° 55'04.00"E M U N83° 11' 33.65 "W C6 Digitally igne tiO,pT J 0 in A y ' ?K[9g "i M- It M A C) O O � co 17.77 S47° 21'38.17"E :Final Sit E m =,'.. a ,jam; L6 irk U a m Q� F F F W af OF Submitt - - W + }$ I /wN OWO U0 w U W WLL LL/ LL, C� FwKW ( I M M J LL 0 20 40 N LL G7 CD 36 LLI PROPOSED ROAD Q Cn N ° N Z Ln 36 " (0 CENTERLIN w a ° `� `� U) Cn m WW 0 N W W 0 C) ° z 34 .Z< i 2.00 0 z W J J 34 J LL Q o O U) CL 77 ° 32 ° ae ica oa ~� . • o EX STING GROUND 32 ° N 30 145' RCP 30' @ 0.30% 28 70' RCP 54" @ 0.64% - 15'RCP36 "150.30% 26 1 I NV. 26.9 NV. 26.42 187' PVC " @ 0.40% 24 22 20 18 210 +00 211 +00 3 INVJ 26. NV. 24.02 NV. 23.' MK1] Moo 30 26 24 22 20 18 212 +00 213 +00 4 5 6 Line Table Line # Length Direction L1 500.428 M L2 588.216 S51' 31'43.26"W L3 19.253 U Ui W Z LU W N77° 43' 06.59 "W xt � C7 U 325.292 m d (n W L8 9.694 S59° 55'04.00"E M U N83° 11' 33.65 "W C6 Digitally igne tiO,pT a by Frank in A y ' ?K[9g "i Porter S47° 21'28.69"E A ,. =; Reason: 17.77 S47° 21'38.17"E :Final Sit E m =,'.. a ,jam; Engineer irk U a m Q� F F F W af OF Submitt I` SCALE: 1" = 20' W D015.11. }$ I /wN OWO U0 w U W WLL LL/ LL, C� FwKW ( I 2324:44 F05'0 J LL 0 20 40 ❑ C93 ❑ a raw?a3m❑ Line Table Line # Length Direction L1 500.428 S51' 16'44.00"W L2 588.216 S51' 31'43.26"W L3 19.253 N88° 40' 00.72 "W L4 87.204 N77° 43' 06.59 "W L5 618.386 S38° 28' 16.74 "E L6 325.292 S56° 14'40.63"E L7 172.340 S38° 28' 35.71 "E L8 9.694 S59° 55'04.00"E Curve Table Curve # Radius Length Delta Bearing C1 1000.000 394.334 22.59 S39° 58'55.35"W C2 974.000 232.424 13.67 S35° 31' 17.04 "W C3 160.000 35.786 12.81 S57° 56' 10.10 "W C4 500.000 235.528 26.99 S77° 50' 18.11 11W C5 500.000 95.543 10.95 N83° 11' 33.65 "W C6 160.000 77.075 27.60 N63° 55'05.87"W C7 160.000 49.632 17.77 S47° 21'28.69"E C8 160.000 49.618 17.77 S47° 21'38.17"E C9 160.000 59.875 21.44 S49° 11' 49.85 "E > U) z O i w 0 0 N z Wo w Q F❑O CJ U Z Z ❑ ❑ U J Z a Q LLOZF, LF U0� Y O U L J N 7 J Z a Q W Z (D Y Z LIJ Z O LLw Z? Z? U F S O�� Y Q fn i4 1" = 20' HORIZ. 1" = 2' VERT. > J 07 rZ ❑❑Fw n/ Z�❑wLL =�O 00 0 OQxMOjm! 0 z W.Z�zo�m NZWar =ww W J Q Q 9>oZyNZo J � w o w Z w V U= W W U 0 Q U a m Q� F F F W af o � z_ �o�Z❑i ❑�❑UZOQZUW w W Z Q /wN OWO U0 w U W WLL LL/ LL, C� FwKW ( �W/� vJ ❑ Q? U` 3 NEB V t4 W J LL ❑ C93 ❑ a raw?a3m❑ LL G7 CD z U Z LIJ 0 Q O PROFILE SCALE: 1" = 20' HORIZ. 1" = 2' VERT. > J 07 00 z Q W J IY 07 Q J � w o w Q m Z o � z_ Z Q �W/� vJ W 0 LL H z LLI oZ 0 Q Z N Z Ln w a ° w m Ln 0 N W W 0 C) ° z .Z< i z W J J J LL Q o O U) CL 77 ° ° ae ica oa ~� . • o ° N Z 10 6. 0 i w n at UJ J Q z i LU o o - 0 N SHEET C1 9.0 0 0 I I � C) C D E W7 �mmm 34 _ -I� � \EXIST NG GROUND 32 30 22' RCP 18" @ 0.30% 115' RCP 42" @ 0.30% 26 24 106 +00 V. 27.72 107 +00 10 LTA PW TO REMAIN 383' PVC 8" @ 0.40% 43 a O ° NV. 34.2 60'RCP36 " @0. 115' RCP 36" @ 0.30% 1: 11, T20 M O Co O co LO O �' lO II N O (n (n Cn g40/o 4 , 5 p P v' P P I ° I v v ° P v I o P P 39 X40 Ili ru -° P _ 0 v P 0 v ° �INV. 32.52 NV. 32.42 NV. 28.42 I o 00 CD 12� N II O M Co M O t O O 1-- 1-- co U) NV. 134.37 109 +00 2 3 4 L =75', K =67.2 � C) M 'T O II O � �w II W H (J) r � II LL Q LL °000 �o p m o v v p V p p \ �v I P 110 +00 5 Ix J 6 111 +00 6 a SCALE: 1" = 20' 0 20 40 Line Table Line # Length Direction L1 500.428 S51' 16'44.00"W L2 .9 S51' 31'43.26"W L3 19.253 N88° 40' 00.72 "W L4 87.204 N77° 43' 06.59 "W L5 618.386 S38° 28' 16.74 "E L6 325.292 ° Oo Oo 172.340 S38° 28' 35.71 "E L8 9.694 0 0 U N83° 11' 33.65 "W Digitally O O 77.075 w by Franklin A C7 _ v � ;fie? P V v P 160.000 Final Site 00 00 Oo S47° 21'38.17"E v ° 59.875 Submitt I v v Oo Oo 2015.11.j9 � Oo Oo L05'( V 44 42 O O _O LO 40 � O N r-� M M t ti J CD ,z 1p - ' ti PROPOSED ROAD a cn 38 0 o CENTERLINE II ' II � �� �� U) U) U) U) 36 1.11% / EXIST NG 8" FORCE MAIN 34 _ -I� � \EXIST NG GROUND 32 30 22' RCP 18" @ 0.30% 115' RCP 42" @ 0.30% 26 24 106 +00 V. 27.72 107 +00 10 LTA PW TO REMAIN 383' PVC 8" @ 0.40% 43 a O ° NV. 34.2 60'RCP36 " @0. 115' RCP 36" @ 0.30% 1: 11, T20 M O Co O co LO O �' lO II N O (n (n Cn g40/o 4 , 5 p P v' P P I ° I v v ° P v I o P P 39 X40 Ili ru -° P _ 0 v P 0 v ° �INV. 32.52 NV. 32.42 NV. 28.42 I o 00 CD 12� N II O M Co M O t O O 1-- 1-- co U) NV. 134.37 109 +00 2 3 4 L =75', K =67.2 � C) M 'T O II O � �w II W H (J) r � II LL Q LL °000 �o p m o v v p V p p \ �v I P 110 +00 5 Ix J 6 111 +00 6 a SCALE: 1" = 20' 0 20 40 Line Table Line # Length Direction L1 500.428 S51' 16'44.00"W L2 588.216 S51' 31'43.26"W L3 19.253 N88° 40' 00.72 "W L4 87.204 N77° 43' 06.59 "W L5 618.386 S38° 28' 16.74 "E L6 325.292 S56° 14'40.63"E L7 172.340 S38° 28' 35.71 "E L8 9.694 S59° 55' 04.00"E Curve Table v a p J Bearing M 1000.000 394.334 22.59 S39° 58'55.35"W C2 U W Z W S35° 31' 17.04 "W xt � C7 U S57° 56' 10.10 "W C4 500.000 235.528 26.99 S77° 50' 18.11 "W C5 d o U N83° 11' 33.65 "W Digitally sign 77.075 w by Franklin A C7 a c Porter � ;fie? N93y9;; Reason: C8 160.000 Final Site 17.77 S47° 21'38.17"E o =Engineer rp 59.875 Submitt I LL Date: I 2015.11.j9 W 23:25:30 L05'( Curve Table Curve # Radius Length Delta Bearing C1 1000.000 394.334 22.59 S39° 58'55.35"W C2 974.000 232.424 13.67 S35° 31' 17.04 "W C3 160.000 35.786 12.81 S57° 56' 10.10 "W C4 500.000 235.528 26.99 S77° 50' 18.11 "W C5 500.000 95.543 10.95 N83° 11' 33.65 "W C6 160.000 77.075 27.60 N63° 55'05.87"W C7 160.000 49.632 17.77 S47° 21'28.69"E C8 160.000 49.618 17.77 S47° 21'38.17"E C9 160.000 59.875 21.44 S49° 11' 49.85 "E PROFILE SCALE: 1" = 20' HORIZ. 1" = 2' VERT. 42 32 30 26 24 112 +00 >U) z 0 i w w 6) M Q \ O N 0 z w O F❑Oz 12 � U Z Z ❑ J Z 7 Q a❑ W LLLD 2- J 0 OUQNF }0.0 O LJ N7JZQ Z Z Y NUwC70US W 3: n Z� ii�, W Z? Z? U F S 12.2 rZ ❑❑FW n/ z�❑wLL =�O LL OQx�o?m� 0 Nz °mZ�zo�m Q �aF =ww O❑ ir N J Z S O �joZyNZo Z w V y W w U U Q m W F F F W W ❑❑Z =W�Wo w ❑ W� U N W F� W� 0 LL LL (D W¢ Q U U O Z z O W p F~ W a Z U' J of O W U F D 2 Z J DE52000 W LL I < m ❑ 07 z z 0 Q O W > cn co O Z QW J Y U) cn m CD w C7` z oz Z Q UU) W LL LLI O z - z CV Z W o W m � _o N W 2 0 z Z U J Q � m Z W J J Q o 0 ae Tca o0 n m 0 o � N N 0� U o� N CD w Q z z o U O SHEET 0 C21.0 0 B C D E \ C,i. N / 6'� ° ° 23 00,> \ / g ° ° 50 Perimeter Road = 00 +00.0 Uchael k = 100+ 2.1 2 3 i 4 59 Line Table Line # Length Direction L1 500.428 S51' 16'44.00"W L2 588.216 S51 ° 31' 43.26 "W L3 19.253 N88° 40' 00.72 "W L4 87.204 N770 43'06.59"W L5 618.386 S38° 28' 16.74 "E L6 325.292 S56° 14'40.63"E L7 172.340 S380 28' 35.71 "E L8 9.694 S590 55'04.00"E OD \ I L ^r- M� N C*-A W bo 4 ° ° 0 0° o ° ° 14 //Z/// Northing= 8930.9669 �V O NN {'1•i J a7 32 N Lq N M + O ry II N 30 ra CENTERLINE J N 0) - N 0) ch 60 (0 CO O flo (D EXISTINGIGROUN 40t ° 4 a 5 Curve Table Curve # Radius Length Delta Bearing C1 1000.000 394.334 22.59 S39° 58'55.35"W C2 974.000 232.424 13.67 S35° 31'17.04"W C3 160.000 35.786 12.81 S57° 56' 10.10 "W C4 500.000 235.528 26.99 S770 50' 18.11 "W C5 500.000 95.543 10.95 N830 11' 33.65 "W C6 160.000 77.075 27.60 N63° 55'05.87"W C7 160.000 49.632 17.77 S47° 21'28.69"E C8 160.000 49.618 17.77 S470 21'38.17"E C9 160.000 59.875 21.44 S490 11' 49.85 "E ao O r--:1- O M � II O M ; W to ° 4 ° ° v ° ° 6 v a p J M (Y 0� CY) co w °w z O M 04 M c� U Z m M cn � M O0 d W H co W co gall wt y STATE OF II J WS��NAL Di W n� P rt Was rVjrjnaI Site Eng *ri S bmi tag Dite: 201L5.11.19 23:25:53 ao O r--:1- O M � II O M ; W to ° 4 ° ° v ° ° 6 SCALE: 1" = 20' 0 20 40 36 34 32 30 r W O LO 28 + c 1 28 M W II J Q W H U) 26 @ 12 22' RCP 18" 0.30% 26 2.00% 2.00 135, IN V. 26.62 24 0�0 Q�P 24 jS_63 W 20 300 +00 301 +00 ' 2 NV. 23.76 302 +00 303 +00 3 4 5 304 +00 6 24 22 305 +00 U) z O U) iw � � W Q O � N Z w0000 Q U Z Z ❑ J Z a Q❑ W LLOZF1 wU0J (D cn J Z Q Q W Z Z Y �� af U w ❑ U O U w Z? Z? w 2 S U S d'OJ�YQ fn QS U' ❑ 2 i LL rZ ❑❑Fw n/ p ZF" ❑wLL =�O LL ox�Ojm� ❑w cnZ�zO�m Q NZDar =ww Q U J S Z °' O O Fwo"'a -r O �wo0 z o Z W V U W W U C) a m Q F F F W W ❑❑z <Ldw w .0 W O U w w w y L L I 0W W i A B C D E 2 2 3 C) cYi N U — W Z W LD vJ W F�LU^ z vJ Z W Z U =O LL 0 v P vv U 4 Y v P v P P v P v v P v P P v MA m 1s 36 34 32 30 26 24 1 310 +00 PROPOSED OAD CENTE LINE 1 EXISTING GROUN 3 311 +00 4 i I II I I II 39 i Ii m all 0: m 32 0%] 26 � 24 312 +00 5 5 W 3 � I " q , , , , , i I x' II I I 6 aI SCALE: 1" = 20' 0 20 40 Line Table Line # Length Direction L1 500.428 S51 ° 16'44.00"W L2 588.216 S51 ° 31'43.26"W L3 19.253 N88° 40' 00.72 "W L4 87.204 N77° 43' 06.59 "W L5 618.386 S38° 28' 16.74 "E L6 325.292 S56° 14'40.63"E L7 172.340 S38° 28' 35.71 "E L8 9.694 S590 55'04.00"E Curve Table Curve # Radius Length Delta Bearing Cl 1000.000 394.334 22.59 S39° 58'55.35"W C2 974.000 232.424 13.67 S35° 31'17.04"W C3 160.000 35.786 12.81 S57° 56' 10.10 "W C4 500.000 235.528 26.99 S77° 50' 18.11 "W C5 500.000 95.543 10.95 N83° 11' 33.65 "W C6 160.000 77.075 27.60 N63° 55'05.87"W C7 160.000 49.632 17.77 S47° 21'28.69"E C8 160.000 49.618 17.77 S47° 21'38.17"E C9 160.000 59.875 21.44 S49- 11' 49.85"E 6 >U) Z 0 i U) w 111111 00014,714-7m v a p J ¢ U Z Z ❑ ❑ M J Z 7 ¢ ¢ W LLOUZEF OUW J z_ Ui w o w Z W? = w 22-U 2 m d cn w O M U Digitally igne J n/ w a by Franklin A e? c Porter s Reason: 2 S' OQx�O?m� ❑wmZ�zO�m N 9713 _Final Site Z q; o *=Engineer r@ <TOP�1�� Submittal r QNz9ar Date: I o of 2015.11.19 O >OZ >WWO `L 23:26:40105'd - >U) Z 0 i U) w 111111 00014,714-7m W o❑o Uj ¢ U Z Z ❑ ❑ J Z 7 ¢ ¢ W LLOUZEF OUW J z_ (D ¢ZN ¢}UQ 7 Z Y z W? = w 22-U 2 z UJI W Z Z? U S �OJ�`1¢ i4 O QS(7�❑EF= 2 2 J n/ W, rZ ❑❑F Z�❑wLL =�O LL 0 OQx�O?m� ❑wmZ�zO�m Z =ww J Y LL QNz9ar ¢ O❑� N J Z S O >OZ >WWO w OZ w V y= W W U m Z Of U am9;�1�W M z Qa- W �O�zL> ❑❑Z¢W N Wo w ❑ij0Umw F(U W o ()0 Z W¢ Q- UUOZZ C7 Z U — Z) W p� F~ W a Z Of O w U� PD 2 U' Z W J J LL (n F, j -❑v�0 ❑ ¢ i r a of? Q 2i m❑ LL 07 C7 z_ z UJI Q ; �_ O PROFILE SCALE: 1" = 20' HORIZ. 1" = 2' VERT. 2 J 67 O Z QW J Y LL O� G7 w U) C7` m Z Of z Qa- 3: U) o U) U — Z) LL W Z O — O 4 z N Z j W W ` m0 _N 0 Q > 0 ° z M ry Z Q J � — LL W ) Q N W o J LL CC W ° a= ae ica o0 o� S�4 N o� o� N N = o i w :107 LU Z cc U� LU >4 ox I- J Q z 0 Q to x a.' Lj 1, L/� M 0 z C) W 0 LU U i 0 SHEET C24.0 0 0 C C C F C F I L .J `Y .J V ■ c I C F c ■ ■ i Z - v v v AI BI CI DI EI E CI H i KI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NOTES: - SCADA CONTROLS TO BE OBTAINED FROM CURRY CONTROLS COMPANY OF LAKELAND, FLORIDA - INSTALL CONDUIT SEALS IN ALL ELECTRICAL Al I City of Winter Springs SCADA Antenna Detail W.S. Detail 12 -27 -05 DT PROVIDE A 4" CAM LOCK & CAP A ALUMINUM COVER BY —PASS PUMP CONNECTION TYPICAL VALVE PIT TOP VIEW EXISTING GRADE s BY —PASS PUMP CONNECTION SIDE VIEW "A" NOTES: 1. 1 & 2 ARE CHECK VALVES 2. 3, 4, & 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 18" x 18" x 4" REBAR 4. MJ JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR MEG A LUG RESTRAINTS o� ��NregB A�OR/DP LIFT STATION VALVE PIT & BYPASS 0 SYSTEM STATUS ELEVATION (NAVD88) ALARM SIGNAL ON 15.40' SECOND PUMP ON 14.40' FIRST PUMP ON 13.40' PUMPS OFF 9.90' W.S. DETAIL 12 -28 -04 DT LIFT STATION DETAILS �- -- PROPOSED LIFT STATION LOCATION ®� N3 PROPOSED Ziff 1, �111�111111�111 wM. s. A ,� wlMrrM■1���■1■lyr�` � UNPIN n GRAVITY SEWER EXISTING 811 FM �I LIFT STATION LOCATION MAP NTS PROPOSED CONNECTION, BLDG 1000 4" DIP FM 5/8" SERVICE TAP —\ \\ \\ \\ \\ \ \\ \\ \\\ \\ \\ \ \ \\ \ \\ \\ I\ .I ° ° d 4 d O dQ d O O° d O d d 4 d ° 5/8" PVC ° ° 6" CONCRETE DRIVE ° d (2) 6' WIDE ° SWING GATES ° -- PROPOSED 8" GRAVITY SANITARY 5/8 RPZ I I C) 5/8" PVC 4 DIP FM HOSE BIB ON 4X4 PT POST BY -PASS PUMP CONN. SCADA ANTENNA p M SEE LIFT STATION PANEL DETAIL CONTROL PANEL p LU W Z o W xt SEE LIFT STTION PANEL DETAIL CD METER AND O LIQUID LEVEL CONTROL (0 LLI DISCONNECT a CABLES TO BE IN ONE CONDUIT, PUMP POWER Digitally sign a by Frank i�P-A [y' 4 Porter CABLES TO BE IN Reason: _Final Sit EngineeiM SEPARATE CONDUIT a Submitt I- Date: Z LL LIA < 2015.11. JUNCTION BOX NEMA 4X S.S. ALUMINUM ACCESS HATCH W /LOCKSET -85'( AND RECESSED HANDLE HOSE BIBB WITH 4" D.I. VENT WITH ZURN VENT CAP APPROVED BACKFLOW PREVENTER ALUMINUM ACCESS HATCH W /LOCKSET AND RECESSED HANDLE EXISTIN GRADE STAINLESS STEEL VALVE VAULT 1 EE LIFT STATION VALVE BALL RACKS 12" 3" PIT & BYPASS DETAIL ELEV. 28.50 SHUT OFF N PLUG VALVE #4 -6 ° PLUG VALVE WITH 1 i O. C. E. W. 1 i 12" ° 4 4 IN , WITH 2' SQUARE NUT ° 8" HEAVY -o nn A DUTY 1 ° STAINLESS -- 12" ° STEEL CHECK 12" LIFTING ° VALVE MIN. ° CHAIN r 8 DUCTILE IRON ° ALL MJ JOINTS MUST BE RESTRAINED POWER CABLE , 2 PUMPS 2 — #4 BARS GALVANIZED IRON 3" FLOOR PRECAST CONCRETE FLOOR 2" DIA. SCH 40 DRAIN JOSAM 38353 -92, WITH 6" x 6" WWM STAINLESS STEEL SLOPE OUTLET PIPE Pump Guide Rails ° 6' -0" 1/2" PER FOOT 1 ' (MIN.) I INFLUENT PIPE ° AUDIBLE ALARM (8" MIN. DIA.) 1 I & Emergency High level Stmt ELEV. 15.40 ° I z MINIMUM 2' u / F / U D AUDIBLE ALARM & Emergency Low Level Shut off LEVEL TRANSDUCER ° 12" 1 GROUT - h ELEV. 9.90 I a °\ 14 d Jo J �� �� ti ` 1 1 #6 -12" O. C. E. W. 0 NOTE: Precast Manufacturer to Provide 3/4 x 11" ANCHOR BOLTS Additional Concrete in Slab AS TO EXTEND 7" INTO BASE Required to Compensate for Bouyancy of Wet Well. Apply Coal Tar Epoxy to Interior of Wet Well W.S. DETAIL 12 -28 -04 DT LIFT STATION DETAILS �- -- PROPOSED LIFT STATION LOCATION ®� N3 PROPOSED Ziff 1, �111�111111�111 wM. s. A ,� wlMrrM■1���■1■lyr�` � UNPIN n GRAVITY SEWER EXISTING 811 FM �I LIFT STATION LOCATION MAP NTS PROPOSED CONNECTION, BLDG 1000 4" DIP FM 5/8" SERVICE TAP —\ \\ \\ \\ \\ \ \\ \\ \\\ \\ \\ \ \ \\ \ \\ \\ I\ .I ° ° d 4 d O dQ d O O° d O d d 4 d ° 5/8" PVC ° ° 6" CONCRETE DRIVE ° d (2) 6' WIDE ° SWING GATES ° -- PROPOSED 8" GRAVITY SANITARY 5/8 RPZ I I C) 5/8" PVC 4 DIP FM HOSE BIB ON 4X4 PT POST BY -PASS PUMP CONN. X12" PROPOSED WATER MAIN j 3 -PHASE TRANSFORMER MICHAEL BL � BLVD R.O.W. > M I 6' PERIMETER BRICK OR j DECORATIVE BLOCK WALL I I CONTROL PANEL I 28' I & SCADA ANTENNA 41' DEDICATED R.O.W. PLAN VIEW --9 1 " = 10, 0 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 v a p M p LU W Z o W xt � CD U 00 a- (0 LLI o U Digitally sign a by Frank i�P-A [y' 4 Porter o Reason: _Final Sit EngineeiM a Submitt I- Date: Z LL LIA < 2015.11. LL1 Q X12" PROPOSED WATER MAIN j 3 -PHASE TRANSFORMER MICHAEL BL � BLVD R.O.W. > M I 6' PERIMETER BRICK OR j DECORATIVE BLOCK WALL I I CONTROL PANEL I 28' I & SCADA ANTENNA 41' DEDICATED R.O.W. PLAN VIEW --9 1 " = 10, 0 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 v a p M LU W Z o W xt � CD U 00 a- (0 LLI o U Digitally sign a by Frank i�P-A [y' 4 Porter o Reason: _Final Sit EngineeiM a Submitt I- Date: Z LL LIA < 2015.11. LL1 Q of LL 23:27:59 -85'( U) z O UL 11 6) M Q r O 1 Ull 0 N O z W spo Uj � Q U Z Z p❑ J Z � a Q LLOZ -'WUpJ O (D O V a U F Y U L N7JZQQ W Z 7 F � U �. 7 LL' U U ? U S w Z Z? U F T S �OJ�YQUfn S(7�p�2iLL rz ppFw LL =�O C) OQx�OjmI 0 pwmZ�zO�M Q W0Zar =ww m F LL C t W Q— F 0 O; A B C 1 1 2 1 3 DUCTILE IRON PIPE APPLICATIONS MINIMUM LINEAR FEET OF PVC PIPE TO BE RESTRAINED 4 PVC PIPE DIAMETERS FITTINGS 4" 6" 8" 10" 12" 16" 18" 20" TEE 30 45 70 75 95 120 140 165 END CAPS AND VALVES ON THE END OF THE MAIN 50 110 115 121 141 180 220 240 90' BENDS 40 40 45 50 60 75 75 95 45' BENDS 20 20 20 30 30 40 40 50 22 1/2' BENDS 10 10 10 10 10 20 20 20 11 1/4 BENDS 10 10 10 10 10 10 10 10 DUCTILE IRON PIPE APPLICATIONS MINIMUM LINEAR FEET OF PVC PIPE TO BE RESTRAINED 4 D 13 0 E F G 14 H J * ** = DUCTILE IRON PIPE WITH POLYETHYLENE WRAP NOTE: * THE LINEAR FOOTAGE OF PIPE IS MEASURED FROM THE BEND OR FITTING OUT TO THE AMOUNT SHOWN ON THE CHART; ANY BELL OR JOINT THAT FALLS WITHIN THAT LINEAR FOOTAGE SHALL HAVE A BELL OR JOINT RESTRAINT INSTALLED PIPE JOINT RESTRAINT DETAIL NTS �o OWNED & MAINTAINED BY CITY OWNED & MAINTAINED BY CUSTOMER I FIRE SERVICE CONTROL VALVE W /Box FINISHED GRADE II 36" i FLOW WATER MAIN FLOW 10 MAX 12" MINIMUM III I iil III -III -111-11 J, "I I I I PRIVATE LINE TO FIRE SYSTEM WILKINS 375ADA REDUCED PRESSURE DETECTOR K BACKFLOW PREVENTER - ABOVE GROUND NTS NOTE: BACKFLOW PREVENTER TO BE PAINTED BLACK 15 2 3 4 5 , 6 , 7 , 8 TRENCH WIDTH VARIES FINISHED GRADE W/ SIZE OF PIPE DUCTILE IRON DIAMETERS FITTINGS 6" * ** 8" * ** 10" * ** 12" * ** 16^ * ** 18" * ** TEE 36 45 54 81 72 108 90 126 117 171 135 198 END CAPS AND VALVES ON THE END OF THE MAIN 45 90 81 126 99 153 117 171 144 216 162 243 90° BENDS 36 36 36 45 45 54 54 63 72 81 72 90 45° BENDS 18 18 18 27 27 27 27 27 36 36 36 45 22 1/2° BENDS 9 9 9 9 9 18 18 18 18 18 18 18 11 1/4° BENDS 9 9 9 9 9 9 9 9 9 9 9 9 D 13 0 E F G 14 H J * ** = DUCTILE IRON PIPE WITH POLYETHYLENE WRAP NOTE: * THE LINEAR FOOTAGE OF PIPE IS MEASURED FROM THE BEND OR FITTING OUT TO THE AMOUNT SHOWN ON THE CHART; ANY BELL OR JOINT THAT FALLS WITHIN THAT LINEAR FOOTAGE SHALL HAVE A BELL OR JOINT RESTRAINT INSTALLED PIPE JOINT RESTRAINT DETAIL NTS �o OWNED & MAINTAINED BY CITY OWNED & MAINTAINED BY CUSTOMER I FIRE SERVICE CONTROL VALVE W /Box FINISHED GRADE II 36" i FLOW WATER MAIN FLOW 10 MAX 12" MINIMUM III I iil III -III -111-11 J, "I I I I PRIVATE LINE TO FIRE SYSTEM WILKINS 375ADA REDUCED PRESSURE DETECTOR K BACKFLOW PREVENTER - ABOVE GROUND NTS NOTE: BACKFLOW PREVENTER TO BE PAINTED BLACK 15 2 3 4 5 , 6 , 7 , 8 TRENCH WIDTH VARIES FINISHED GRADE W/ SIZE OF PIPE 1 10 FINISHED GRADE ZONE1 ZONE2 ZONE3 / \ J RELIEF VALVE A.S.S.E. 1013 LL Q W 0 21 90* ELB ❑ W Q03 v / O w NOTE: SEE NOTE 4 /� /// U) z COMMON FILL �\ PIPE O.D. / / \��/ :3 AND MASTER METER ASSEMBLY \\ \ J � \ 12 00C 000 00000 00000 0� \ m m m f 4 12" (TYP. INITIAL w - 2" 90° ELBOW BACKFILL Lu so SELECT COMMON i FILL j \ \/ z BARREL COUPLING HAUNCHING M w BEDDING MATERIAL BEDDING w S O LO (SEE NOTES 78 81 z NOTE: UNDISTURBED EARTH O- 0 ALL PIPE AND FITTINGS MUST O BE GALVANIZED IRON PIPE ❑R PROVIDE CONCRETE COLLAR Digitally SCHEDULE 80 P V,C, NOTES: 1. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER AASHTO T -180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB. 2. TYPE "A" BEDDING MATERIAL SHALL CONFORM TO FOOT NO. 57 AGGREGATE. 3. 15" MAXIMUM /12" MINIMUM FOR PIPE DIAMETER LESS THAN 24 ". 4. 24" MAXIMUM /12" MINIMUM FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE A 4" MINIMUM FOR PIPE DIAMETERS UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE (IN THE FIELD) THE REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. BEDDING & TRENCHING - TYPE A NTS 10 TRENCH WIDTH VARIES FINISHED GRADE U W 2 SEE NOTE ///%/ z COMMON FIL PIPE O.D. � LU V w 12" (TYP%"I" INITIAL w N \ / \ \� BACKFILL p SELECT COMMON / FILL / z HAUNCHING LU UNDISTURBED EARTH (SEE NOTE 3) NOTES: 1. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER AASHTO T -180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB. 2. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE "A" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 3. 15" MAXIMUM /12" MINIMUM FOR PIPE DIAMETERS LESS THAN 24 ". 4. 24" MAXIMUM /12" MINIMUM FOR PIPE DIAMETERS 24" AND LARGER 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPES ARE TO BE INSTALLED WITH THE BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. BEDDING & TRENCHING - TYPE B NTS 11 WHEEL OPERATED VALVE REDUCED PRESSURE ZONE TO BE ACCESSIBLE STRAINER AND LOCKABLE. PRINCIPLE BACKFLOW VALVE METER PREVENTER (DETAIL BELOW) FLANGED COUPLING ADAPTER TRACING WIRE SEE DETAIL G0004 T P • DUCTILE IN METER SHUT -OFF EST ORT IRON PIPE DUCTILE VALVE 17' MIN. GRADE IRON PIPE GRADE GRADE TG�' i DIRECTION OF BYPASS LINE TO BE DIRECTION OF WATERFLOW CONSTRUCTED BELOW GRADE WATER FLOW UPSTREAM NOTES. DOWNSTREAM 1. ALL DOMESTIC METERS TO BE COMPOUND OR FIRE LINE. 2. IRRIGATION METERS TO BE APPROVED TURBINE METERS. 3. METERS UP TO AND INCLUDING 2" TO BE PURCHASED FROM THE CITY. LARGER THAN 2" TO BE APPROVED BY CITY ENGINEER & PURCHASED BY OWNER. 4. METERS TO BE INSTALLED ABOVE GROUND. INLET GATE VALVE OUTLET GATE VALVE REDUCED PRESSURE ZONE FIRST CHECK SECOND CHECK VALVE VALVE O 1 10 APPLICABLE ZONE1 ZONE2 ZONE3 STANDARDS RELIEF VALVE A.S.S.E. 1013 (ROTATED 90° FOR CLARITY) A.W.W.A. C506 2" P.V.C. (TYP) FCCCHR of USC 2" 90° ELBOW NOTE: METER BOX AND MASTER METER ASSEMBLY TO BE PAINTED BLACK TO 12 00C 000 00000 00000 0� WITH BY -PASS & REDUCED PRESSURE m m m f BACKFLOW PREVENTION ASSEMBLY 12 BEDDING - 2" 90° ELBOW 5 1 6 7 7 E'3 2" CORP. STOPS 9 1 10 a 1, 2" GATE VALVE J 2" THREADED CAP 2 1/2' HOSE WITH 5 1/4' OPENING x y 2" P.V.C. (TYP) NTS TYPICAL METAL PIPE 2" 90° ELBOW NOZZLES METER BOX WITH COVER 00000000000000 12 00C 000 00000 00000 0� 6' [IF GRAVEL ❑ R m m m f --- CRUSHED ROCK CAD BEDDING - 2" 90° ELBOW a 13LOWOFF VALVE 2" DOUBLE CHECK VALVE ASSY. TAPE TRACING WIRE GENERAL NOTES: PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS. TRACING V 8 2" WATER METER 2" CORP. STOPS RE 4PE _lu currtlt 2 SYSTEMS- TRACING WIRE SHALL ALLOW TRACABILITY 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. :ONNECTION 9 1 10 D 5 101 11 1 12 1 13 METER BOX TO BE SUPPLIED BY CITY TER MAIN 1' SINGLE � WIRE SERVICE LINE SPLICE 1' CORPORATION STOP I 14 GAUGE THNN WIRE IN R.O.W. OR BACK OF SIDEWALK PLAN MAINTAIN V MIN DEPTH OF COVER SIDEWALK EDGE OF PAVEMENT METER BOX TO BE BACK OF CURB SUPPLIED BY CITY 1' SINGLE SERVICE LIN ° CORPORATION STOP 1' CURB STOP FORD COMPRESION BY FEMALE MAX WITH LOCKING WING PR ❑FILE N❑TESI 1. METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 2. METER PURCHASED FROM AND INSTALLED BY THE CITY OF WINTER SPRINGS • POTABLE WATER SINGLE SERVICE CONNECTION 83£3£3£3£3 8383838383 tt8383838383tt 83 83 83 83 83 83 83 R IMF tt SEWER tt�Q 83tt PWATER tt83 83 83 8 3 83 83 83£3 838383£3838383 8383tt8383 83838383 RECLAIMED WATER SEWER POTABLE WATER I TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS SET TOP OF VALVE BOX TO FINISHED GRADE EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT 18 "x18 "x4" CONCRETE REST ON VALVE COLLAR WITH #4 REBAR OR PIPE ADJUSTABLE LSPEC 36" MIN. IIED) (CAST IRON) MECHANICAL JOINT 14 THHN SOLID COPPER VALVE TRACER WIRE TYPICAL VALVE AND VALVE BOX DETAIL DETAIL 1. METER BOX INSTALLED BY THE CITY OF WINTER SPRINGS 1" RECLAIMED WATER CURB STOP TO BE INSTALLED 2. DOUBLE SERVICE LINES SHALL BE BY CONTRACTOR ON ALL RECLAIMED SERVICE LINES 1 1/2" PURPLE P.E TUBING WITH 1 1/2" X 1" Y BRANCH TORO NO. 9­3HW 3. ALL LINES UNDER PAVEMENT SHALL BE ENCASED IN 2" PVC PIPE _D�- o AWWA C901 -88 PE 3408 POLYETHYLENE TUBING RECLAIMED WATER SERVICE CONNECTION OPPOSITE SIDE OF MAIN 11 12 13 14 1 15 1 16 DUCTILE IRON POTABLE WATER MAIN v M a 1, p J 2 1/2' HOSE WITH 5 1/4' OPENING x y NTS TYPICAL METAL PIPE P NOZZLES 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIP LL 12 w w m m m f CAD z (D U a W N 6 V BARREL COUPLING POTABLE WATER MAIN POTABLE WATER MAIN w O LO = O- 0 U O FINISHED PROVIDE CONCRETE COLLAR Digitally igne 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. LLi a by Frank in A IN PAVED AND UNPAVED AREAS Z, Porter NCO W NIVH B31VM 31BV10d NIVH 831VM 318V10d NIVN B31VM 31SV10 Reason• . fi0 c "• -Final Sit D.� Enginee �° Submitt r' irk I - - ' '' '' "' " % "' " %'' %' = i POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN .: 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE Date: WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Q 2015.11.y I LL 23:28:25 p� 05'0 NIVP1 N31VM 318V10d NIVP1 N31VM 318V10d NIVN B31VM 318V10d POTABLE WATER MAIN POTABLE WATER MAIN / POTABLE WATER MAIN POTABLE WATER MAIN , POTABLE WATER MAIN POTABLE WATER MAIN CAST IRON BOX 3'-0' MIN COVER NOTE; Standard Non - Detectable Warning Tape Water Line Tape is 3" Wide and Blue With Black Lettering Sewer Line Tape is 3" Wide and Green With Black Lettering Force Main Tape is 3" Wide and Brown With Black Lettering W.S. DETAIL 6 -9-00 BY DI ii PIPE IDENTIFICATION AND WARNING TAPE 1 POTABLE WATER MAIN T z M � � in RECLAIMED WATER MAIN Z 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. 2 POTABLE WATER MAIN O z f 0 SEWER (GRAVITY OR FORCE MAIN) A MINIMUM HORIZONTAL SEPARATION OF 10' (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN SEWER COLLECTION LINES AND POTABLE WATER MAINS. - MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES U) z O U) W Of � � W d) M Q o p N z W o❑o L< U Z Z a❑ ❑ J Z 7¢ W LLOZ��Up� QIl OVaNFYUO W S J z< 0 W Z ZY Itof❑0� <WIry rn0 W COOUS W W Z? Z? U F S LL'O�LL.Ya U)i4 S(9� ❑LL'2 i LL rz ❑❑FW n/ Z�❑ W LL =�O LL. OQm� 0 ❑wmZgzO'm 0NNZSar=wW aO❑� V1J Z S Ld_ U)P:-0 W a - F O 6�oZ }NZo Z w V y W I y l U U amV_z' ~ ~W 'OV_z'i "f ❑ W'U V7w Fc) Lu 00WLLC7WQQ- Z (,) UUOZZ C7 W p F F W a Z L0L}} J� �OWU�FU� VJ ❑ a raof?a m❑ z_ 0 J O Z Q O U 2 JW z m O Q Y LL Q W Va mz oz tz Q 0 2W m LU z LL- ZO - z N `O_^ v J z LU n U mo J 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A -423, 2. ENTIRE ASSEMBLY SHALL BE PAINTED SHERWIN WILLIAMS SAFETY YELLOW. 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS 14 15 16 O J � 2 6' STANDARD HYDRANT 2 1/2' HOSE WITH 5 1/4' OPENING x y y W U. O all- P NOZZLES LL 12 0 CAP CHAINS 9 m m m f �- (a C O LL O BREAKABLE a W N 6 V BARREL COUPLING ONE PUMPER OUTLET NOZZEL w Uj OR FLANGE ON STREET SIDE z O FINISHED PROVIDE CONCRETE COLLAR x � GRADE IN PAVED AND UNPAVED AREAS W O z A 'X4` 18'X18 CONCRETE COLLAR WITH #4 REBAR Q CAST IRON BOX 3'-0' MIN COVER 6' MECHANICAL JOINT ae ica oa W DRAIN VALVE GATE VALVE • SHALL BE PLUGGED • _ O . Ln J •� Q LOCKING 6' HYDRANT ofsr'` 0 ADAPTER AND HYDRANT TEE, OR 3/4' TIE RODS (MIN 2 PER �( W CONNECTION PIECE) 0 Q N 3: 6" CONNECTING PIECE CN O NOTES: 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A -423, 2. ENTIRE ASSEMBLY SHALL BE PAINTED SHERWIN WILLIAMS SAFETY YELLOW. 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS 14 15 16 O J � 2 W W N x y y W U. O all- LL 0 m m m f �- (a C O LL w ° f W N 6 V A B C 0 r E E 0 H J K 1 2 3 4 5 6 7 8 9 10 11 "DOWNSTREAM" AS REQUIRED LOT LINE d z "Y" BRANCH WITH SPUR 30° CURVE 6 "X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' SEWER MAIN ABOVE GROUND SURFACE SIZE VARIES 7 0 0 Clean Out is to Y MIN. be placed at GROUND LEVEL ground level after TV inspection & acceptance by the utility department. NOTE: SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE PROVIDE CLEAN -OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE 111 181 15 121 19 1 1 6 2 3 4 1 5 1 6 7 8 9 FLOWI 6" MINIMUM SEWER ME SIZE VARI 12 �j :1������>i1.1_lM1j3kCj1q I A OW &AM -1 EASEMENT, PROPERTY OR RIGHT -OF -WAY LINE 12" MAXIMUM WITHIN RIGHT -OF -WAY LINE NON -PAVED AREAS 18" x 18" x 6" CONCRETE COLLAR; (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL Y4" EXPANSION JOINT AROUND CAP FLUSH WITH SLAB 45° BEND �,— 6" SANITARY LATERAL MINIMUM SLOPE CLEANOUT COVERS IN PAVED ELEVATION AREAS SHALL BE TRAFFIC RATED. SEWER CLEAN —OUT DETAIL 10 NON PAVED AREAS NTS 12 1 K K, 13 13 CONC 14 1 15 PRECAST CONCRETE MANHOLE PLAN AND SECTION N.T.S. 16 RT OF INFLUENT SEWER IS SEE MANHOLE AS AN ALTERNATIVE. LL OUTSIDE WALL PRE - PRIMED JOINT SURFACES 'D PRE - MOLDED =ACES PLASTIC JOINT WITH PRE -CAST BASE SEALER WITH SANITARY PROTECTIVE SEWER WRAPPER W Z (WRAPPER TO xt BE REMOVED) D WEIGHT 150 #, TOTAL WEIGHT 305 #. I SQUEEZE -OUT )UT FLUSH WITH TOP OF COVER USF 170 MANHOLE RING W.S. Detail 6 -9 -00 '�p�pt• MANHOLE FRAME do COVER TRANSITE COLLAR ENCASED IN NON - SHRINK GROUT FLUSH WITH MANHOLE WALL PRECAST ANHOLE WALL MANHOLE OR INVERT DIP MANHOLE WALL FORCEMAIN CONNECTION TEE 1/2 PIPE DIA BRICK & INFLUENT MOTOR SEWER DAM CONCRETE ENCASEMENT INLET CONNECTION---__ 6" OF VERTICAL PIPE AS REQUIRED DROP PIPE MANHOLE INVERT 90° BEND 1. ARTERIAL ROADWAYS - SHELF TO BE INTEGRAL USF RING AND COVER SERIES 170 -3J. WITH PRE -CAST BASE HEAVY DUTY LOAD RATING. COVER SANITARY WEIGHT 217 #, TOTAL WEIGHT 372 #. SEWER 2. RESIDENTIAL ROADWAYS - W Z USF RING AND COVER SERIES 170 —J. xt HEAVY DUTY LOAD RATING. COVER C7 WEIGHT 150 #, TOTAL WEIGHT 305 #. NOTES: RAISED 1 1/2" LETTERS W FLUSH WITH TOP OF COVER LABELED SANITARY OR STORM AS APPLICABLE �23 3/4 "1 1/4" No 69092.9 PVC OR MANHOLE COVER TYPE BJ MANHOLE INVERT �23 3/4° �1 1/4» DIP BORED MANHOLE COVER TYPE J Lu USF 170 MANHOLE RING W.S. Detail 6 -9 -00 '�p�pt• MANHOLE FRAME do COVER TRANSITE COLLAR ENCASED IN NON - SHRINK GROUT FLUSH WITH MANHOLE WALL PRECAST ANHOLE WALL MANHOLE OR INVERT DIP MANHOLE WALL FORCEMAIN CONNECTION TEE 1/2 PIPE DIA BRICK & INFLUENT MOTOR SEWER DAM CONCRETE ENCASEMENT INLET CONNECTION---__ 6" OF VERTICAL PIPE AS REQUIRED DROP PIPE MANHOLE INVERT 90° BEND W.S. Detail •0 TYPICAL MANHOLE CONNECTIONS 16 v 0- SHELF TO BE INTEGRAL J WITH PRE -CAST BASE DROP CONNECTION PRECAST MANHOLE WALL STAINLESS STELL OF W Z PIPE CLAMP xt STAINLESS STEEL BOUND C7 U NOTES: <Ofy N U w 2 0 U S W W 2 FILL WITH GROUT 1. PENETRATION TO EXISTING S U' w 0 2>W LL No 69092.9 PVC OR MANHOLES SHALL BE CORE MANHOLE INVERT NpL Z 0 ,... t i5 Rgm d by Franklio DIP BORED TFFinal Site Lu ineerimig Submittal Q 0 201L10.13 20:46:2 -04'0 Q RESILIENT 2. OUTSIDE DROP CONNECTION CONNECTOR SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED O TWO FEET OR MORE ABOVE THE TYPICAL CONNECTION MAIN INVERT CHANNEL U W.S. Detail •0 TYPICAL MANHOLE CONNECTIONS 16 v 0- p J M aj � Q U Z Z ❑ OF W Z W xt � C7 U 0 <Ofy N U w 2 0 U S W W 2 W Z?Z?(DFS Q'O��YQt4 fn Q S U' w 0 2>W LL No 69092.9 L�_ t! STATE OF w W f3 EN.` F Z ❑ ❑ F Z�❑wLL = ::] O NpL Z 0 ,... t i5 Rgm d by Franklio LL I TFFinal Site Lu ineerimig Submittal Q 0 201L10.13 20:46:2 -04'0 (n Z 0 1 � W ui W M Q O � z rn (D z U Z ID Q Oz W > 0 U) 2 -j w (D O z 0� QLJJ J Y � U) co O w U Z o z z Q� U) — Z) W LL � oz o Z N Z j w a w m E CL CD �/ Ln L.1_ N w O W (n N U) J I..L U W O Z V) ~ w W ae ica oQ = Cn n W Q ri ~ N Q i n o O� N co Ln 0 L6 C4 ca Z O O W J Q z u � z - o 0 CD N SHEET O C29.0 / 0 W o❑o aj � Q U Z Z ❑ J Z � Q Q❑ W ,iOZ��UO� v w❑ J z Q 0 W Z F�❑0� ZY <Ofy N U w 2 0 U S W W Z?Z?(DFS Q'O��YQt4 fn Q S U' w 0 2>W LL n/ F Z ❑ ❑ F Z�❑wLL = ::] O LL pox�Ojm� Ow zO cnZ�� Nz d'"- F = w Co W Q ¢OOaf UIJ ZS Ow a —r >0�;zo z > O Z W V U W w U U a m Q F F F W w K.- w Qf O z >- W 00z<.'10-0 Ow0UUwFw LU O (-) O Z W a Q Z O Z Z U_ w p� P l= W a Z U Q� w F U Z W J LJ u) F jU C9 L rO woa m2 a?a�0 rn (D z U Z ID Q Oz W > 0 U) 2 -j w (D O z 0� QLJJ J Y � U) co O w U Z o z z Q� U) — Z) W LL � oz o Z N Z j w a w m E CL CD �/ Ln L.1_ N w O W (n N U) J I..L U W O Z V) ~ w W ae ica oQ = Cn n W Q ri ~ N Q i n o O� N co Ln 0 L6 C4 ca Z O O W J Q z u � z - o 0 CD N SHEET O C29.0 / 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 2" SURFACE COURSE a 8" BASE COURSE a 12" a P.C.CONC. ° a ° 12" STABILIZED SUBGRADE (MIN LBR 40) B ASPHALT PAVING SECTION NOTES: 1. FOR PREPARATION OF SUBGRADE, FILL PLACED WITHIN 12 INCHES OF BOTTOM STABILIZED SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MODIFIED PROCTOR (AASHTO T 180 / ASTM D 1557) MAXIMUM DRY DENSITY. FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 2. STABILIZED SUBGADE SHOULD BE COMPACTED TO A MINIMUM OF 98% OF THE MATERIAL'S MODIFIED PROCTOR (AASHTO T 180 / ASTM D 1557) MAXIMUM DRY DENSITY. MINIMUM LBR OF 40. 3. 8" LIMEROCK BASE COURSE SHOULD COMPLY WITH THE LATEST EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MODIFIED PROCTOR (AASHTO T 180 / ASTM D 1557) MAXIMUM DRY DENSITY. C 4. ASPHALTIC SURFACE COURSE MIXTURES SHOULD BE AT LEAST 2" OF FDOT TYPE S OR SP ASPHALTIC CONCRETE MATERIAL AND MEET THE STANDARD FDOT MATERIAL REQUIREMENTS AND PLACEMENT PROCEDURES AS OUTLINED IN THE LATEST EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ASPHALTIC CONCRETE SHOULD BE COMPACTED TO A MINIMUM OF 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT OF SAMPLES SECURED DAILY DURING PLACEMENT. CITY ROADWAY PAVEMENT DETAIL N.T.S. D 10 F-7 FAI E BLACK BOLLARD SLEEVE TO MATCH SURROUNDING TOWN CENTER RIGID (PORTLAND CEMENT CONCRETE) PAVEMENT DESIGN SHOULD FOLLOW SEMINOLE COUNTY SPECIFICATIONS FOR MINIMUM COMPRESSIVE STRENGTH. BASED ON OUR EXPERIENCE, A MINIMUM THICKNESS OF 6 INCHES CAN BE USED FOR STANDARD DUTY APPLICATIONS AND A MINIMUM THICKNESS OF 7 INCHES SHOULD BE UTILIZED FOR HEAVY DUTY APPLICATIONS. ANY STEEL REINFORCEMENT WITHIN THE CONCRETE PAVEMENT SHOULD BE DESIGNED BY THE PROJECT CIVIL OR PAVEMENT ENGINEER. THE SUBGRADE SHOULD BE PREPARED TO ACHIEVE A MINIMUM LBR OF 30 TO A DEPTH OF 12 INCHES BELOW THE CONCRETE BASE ELEVATION. THE SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. TO AID IN THE DESIGN OF THE ANTICIPATED CONCRETE PAVEMENT SECTIONS, A MODULUS OF SUBGRADE REACTION OF 100 PCI (LBR 20 SANDS) SHOULD BE UTILIZED FOR THE LOW BEARING SANDS UNLESS STABILIZATION IS ADDED TO INCREASE THE BEARING VALUE. IF THE SANDS ARE STABILIZED, A MODULUS VALUE OF 150 PCI CAN BE UTILIZED. CONCRETE PAVING NTS K 12 r-9 2 1 3 1 4 12" WHITE STRIPE 4' MIN. (TYP.) SEE SITE PLAN zz EL SIGN TO BE PL ED w P AT ABOUT THE R Lu LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN 12" WHITE STRIPE NOTE: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 36.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. ALL STRIPING IS TO BE THERMOPLASTIC PER FDOT SPECIFICATIONS. CROSSWALK STRIPING DETAIL 5 CURB - PAVEMENT BLUE PAVEMENT REFLECTOR (LOCATE IN MIDDLE OF LANE) N.T.S. FIRE HYDRANT / FIRE DEPT. CONNECTION TYPICAL CURB AND GUTTER TSIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN PAVEMENT MARKING AT FIRE HYDRANT / FDIC DETAIL N.T.S. 6" SCH. 40 STEEL PIPE SEE DETAIL X ON SHEET XX FOR p FILLED W/ CONC. SIGNAGE DETAILS M WITH TOP ROUNDED. O 0 2' -0'. � Lu PAVEMENT OR � C7 FINISHED GRADE "U "- CHANNEL POST (2 d cn LBS. /FT.) o NOTE: THE MIN. HEIGHT OF THE BOTTOM E a 3" COVER OF THE LOWEST SIGN SHALL BE T -0 ". USE 6" PIPE BOLLARD (� 0 A/� / OVER FOOTING z BICYCLE PARKING FILLED WI CONCRETE AND H � (D FILL POST w/ CONCRETE S SIGN TO BE 8' -0 ". PAINTED TRAFFIC YELLOW m z Q '-- ONLY WHEN SIGN IS IN Z W = 3500 PSI P.C. - PAVED AREA OR SIDEWALK CONCRETE MINIMUM r� SLOPE TOP OF (TYP.) CONCRETE Z II Lu t M GROUND /PAVING SURFACE NOTE: G ALL PIPES SHALL BE 3500 P.S.I. a PAINTED TRAFFIC YELLOW P.C. CONCRETE CONCRETE BOLLARD NTS 4 � a 11 8 RIGID (PORTLAND CEMENT CONCRETE) PAVEMENT DESIGN SHOULD FOLLOW SEMINOLE COUNTY SPECIFICATIONS FOR MINIMUM COMPRESSIVE STRENGTH. BASED ON OUR EXPERIENCE, A MINIMUM THICKNESS OF 6 INCHES CAN BE USED FOR STANDARD DUTY APPLICATIONS AND A MINIMUM THICKNESS OF 7 INCHES SHOULD BE UTILIZED FOR HEAVY DUTY APPLICATIONS. ANY STEEL REINFORCEMENT WITHIN THE CONCRETE PAVEMENT SHOULD BE DESIGNED BY THE PROJECT CIVIL OR PAVEMENT ENGINEER. THE SUBGRADE SHOULD BE PREPARED TO ACHIEVE A MINIMUM LBR OF 30 TO A DEPTH OF 12 INCHES BELOW THE CONCRETE BASE ELEVATION. THE SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. TO AID IN THE DESIGN OF THE ANTICIPATED CONCRETE PAVEMENT SECTIONS, A MODULUS OF SUBGRADE REACTION OF 100 PCI (LBR 20 SANDS) SHOULD BE UTILIZED FOR THE LOW BEARING SANDS UNLESS STABILIZATION IS ADDED TO INCREASE THE BEARING VALUE. IF THE SANDS ARE STABILIZED, A MODULUS VALUE OF 150 PCI CAN BE UTILIZED. CONCRETE PAVING NTS K 12 r-9 2 1 3 1 4 12" WHITE STRIPE 4' MIN. (TYP.) SEE SITE PLAN zz EL SIGN TO BE PL ED w P AT ABOUT THE R Lu LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN 12" WHITE STRIPE NOTE: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 36.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. ALL STRIPING IS TO BE THERMOPLASTIC PER FDOT SPECIFICATIONS. CROSSWALK STRIPING DETAIL 5 CURB - PAVEMENT BLUE PAVEMENT REFLECTOR (LOCATE IN MIDDLE OF LANE) N.T.S. FIRE HYDRANT / FIRE DEPT. CONNECTION TYPICAL CURB AND GUTTER TSIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN PAVEMENT MARKING AT FIRE HYDRANT / FDIC DETAIL N.T.S. 6 N.T.S. 7 8 M 5 DIRECTIONAL ARROW THERMOPLASTIC PAINT PER FDOT SPECIFICATIONS V -6" (V N 2'- V -6" 2' 2' -0„ V -6" V -6" DIRECTIONAL ARROW DETAILS N.T.S. NOTE: FOR PAVEMENT IN THE CITY R.OW., THE ASPHALT MUST BE FOOT SP -12.5, TRAFFIC LEVEL C 1.5" FDOT SP -9.5 WITH CRUSHED CONCRETE 2.0" FDOT SP -12.5 SEE NOTE #5 BASE MATERIAL SEE NOTE #5 6" BASE COURSE 8" BASE COURSE SEE NOTES #3 THRU #4 SEE NOTES #3 THRU #4 12 P.C.CONC. 0 12 P.C.CONC. , 12" STABILIZED SUBGRADE 12" STABILIZED SUBGRADE / SEE NOTES #1 & #2 SEE NOTES #1 & #2 STANDARD DUTY HEAVY DUTY 1. THE SUBGRADE SHOULD MEET A MINIMUM LBR OF 40 (STABILIZED SUBGRADE). THE EXISTING SANDY SOILD AND RECOMMENDED IMPORTED FILL WILL LIKELY POSSESS A LBR OF 20 TO 30. THEREFORE, IN ORDER TO INCREASE THE BEARING VALUE, SHELL, LIMEROCK, CRUSHED CONCRETE, LOW PLASTICITY CLAYEY AND OR ANOTHER ACCEPTABLE PRODUCT WOULD NEED TO BE BLENDED WITH THESE SANDS. THE STABILIZED SUBGRADE SHOULD BE A MINIMUM DEPTH OF 12 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2. COMPACTION TESTING OF THE SUBGRADE SHOULD BE PERFORMED TO FULL DEPTH AT A FREQUENCY OF AT LEAST ONE (1) TEST PER 5,000 SQUARE FEET, OR EVERY 250 LINEAL FEET OF ROADWAY, WHICHEVER IS GREATER. COMPACTION TESTING OF THE STABILIZED SUBGRADE SHOULD BE PERFORMED AT FULL DEPTH AT A FREQUENCY OF AT LEAST ONE (1) TEST PER 10,000 SQUARE FEET, OR A MINIMUM OF 3 TESTS, WHICHEVER IS GREATER. 3. ALL BASE MATERIALS SHOULD BE COMPACTED TO A MINIMUM DENSITY OF 98% MPMDD. CRUSHED CONCRETE, LIMEROCK, AND SHELL BASES SHOULD BE A MINIMUM LBR OF 100 AND COMPLY WITH THE LATEST EDITION OF THE FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS. 4. TRAFFIC SHOULD NOT BE ALLOWED ON THE SUBGRADE AS THE BASE IS PLACED TO AVOID RUTTING. BEFORE PAVING, THE BASE SHOULD BE CHECKED FOR SOUNDNESS. 5. THE ASPHALTIC CONCRETE SHOULD MEET STANDARD FDOT MATERIAL REQUIREMENTS AND PLACEMENT PROCEDURES AS OUTLINED IN THE LATEST EDITION OF THE FOOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS, EXCEPT THAT THE ASPHALTIC CONCRETE SHOULD BE COMPACTED TO A MINIMUM OF 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT OF SAMPLES SECURED DAILY DURING PLACEMENT. ASPHALT PAVING NTS CROSS WALK NOTE: 1. PAVEMENT STOP BARS ARE TO BE THERMOPLASTIC WHITE PAINT. 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. 10 STOP BAR DETAIL N.T.S. 12 1 K 13 ( NOTE: 112" RADIUS TOOLED JOINT OR V PROVIDE 1/2" EXPANSION JOINT DEEP SAWED JOINT (TYP.) BETWEEN SIDEWALK AND ALL FIXED OBJECTS. PLAN VIEW VARIES 1/2" R 6' -0" (TYP.) SEE TYPICAL SLOPE)/4"/FT SLOPE 1/4 "/ PAVEMENT 4" (TYP.)� FT. MAX. SECTION MAX. Tic o io 1/2" R 4,000 PSI T14" (TYP.) CONCRETE 8 T MIN. k-1 4" (TYP.) SECTION B -B SECTION B -B (THICKENED EDGE) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35'0.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK ALL SIDEWALKS TO COMPLY WITH 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' FDOT INDEX 310 090 4" SECTION A -A 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP.) TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. 6' END OF CURB 3' No � TRANS.y � � I 1' EDGE OF PAVT. EDGE OF PAVT. PLAN PLAN 3' 3 3' TRANS. T, _ RA _ TOP OF CURB TOP OF CURB � j^ GUTTER GUTTER PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER ENDINGS DETAIL N.T.S. co 00 NOTE: GUTTER SLOPE TO MATCH U U ADJACENT PAVEMENT, O O TRAVERSE AND LONGITUDINAL. U U ED < 1/2" MIN. RADIUS 1" MAX. RADIUS 1" 6„ � 12„ � P.C. CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK zo COAT TO FACE OF CURB iv WHERE CURB CONTACTS ASPHALT. 18" / 1" MAX' RADIUS TI/ \ \/ ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. 18" CURB AND GUTTER DETAIL 14 N.T.S. 15 16 RESERVED SEE DETAIL X ON SHEET XX FOR p PARKING SIGNAGE DETAILS M VAN ACCESSIBLE 0 W Z Lu $250 FINE � C7 F.S. 316.008 (4) "U "- CHANNEL POST (2 d cn LBS. /FT.) o NOTE: THE MIN. HEIGHT OF THE BOTTOM Digitally OF THE LOWEST SIGN SHALL BE T -0 ". USE 6" PIPE BOLLARD W by Frank z BICYCLE PARKING FILLED WI CONCRETE AND ti - -,,c. Porter S SIGN TO BE 8' -0 ". PAINTED TRAFFIC YELLOW 9iys Reason: '-- ONLY WHEN SIGN IS IN Final Site - PAVED AREA OR SIDEWALK o 'Enginee ST F r� SLOPE TOP OF SEE BREAK AWAY CHANNEL CONCRETE POST WHEN PIPE BOLLARD IS II Lu t NOT REQUIRED GROUND /PAVING SURFACE a 3500 P.S.I. a N P.C. CONCRETE 3" 4 � a SIGN MOUNTING DETAIL 6 N.T.S. 7 8 M 5 DIRECTIONAL ARROW THERMOPLASTIC PAINT PER FDOT SPECIFICATIONS V -6" (V N 2'- V -6" 2' 2' -0„ V -6" V -6" DIRECTIONAL ARROW DETAILS N.T.S. NOTE: FOR PAVEMENT IN THE CITY R.OW., THE ASPHALT MUST BE FOOT SP -12.5, TRAFFIC LEVEL C 1.5" FDOT SP -9.5 WITH CRUSHED CONCRETE 2.0" FDOT SP -12.5 SEE NOTE #5 BASE MATERIAL SEE NOTE #5 6" BASE COURSE 8" BASE COURSE SEE NOTES #3 THRU #4 SEE NOTES #3 THRU #4 12 P.C.CONC. 0 12 P.C.CONC. , 12" STABILIZED SUBGRADE 12" STABILIZED SUBGRADE / SEE NOTES #1 & #2 SEE NOTES #1 & #2 STANDARD DUTY HEAVY DUTY 1. THE SUBGRADE SHOULD MEET A MINIMUM LBR OF 40 (STABILIZED SUBGRADE). THE EXISTING SANDY SOILD AND RECOMMENDED IMPORTED FILL WILL LIKELY POSSESS A LBR OF 20 TO 30. THEREFORE, IN ORDER TO INCREASE THE BEARING VALUE, SHELL, LIMEROCK, CRUSHED CONCRETE, LOW PLASTICITY CLAYEY AND OR ANOTHER ACCEPTABLE PRODUCT WOULD NEED TO BE BLENDED WITH THESE SANDS. THE STABILIZED SUBGRADE SHOULD BE A MINIMUM DEPTH OF 12 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2. COMPACTION TESTING OF THE SUBGRADE SHOULD BE PERFORMED TO FULL DEPTH AT A FREQUENCY OF AT LEAST ONE (1) TEST PER 5,000 SQUARE FEET, OR EVERY 250 LINEAL FEET OF ROADWAY, WHICHEVER IS GREATER. COMPACTION TESTING OF THE STABILIZED SUBGRADE SHOULD BE PERFORMED AT FULL DEPTH AT A FREQUENCY OF AT LEAST ONE (1) TEST PER 10,000 SQUARE FEET, OR A MINIMUM OF 3 TESTS, WHICHEVER IS GREATER. 3. ALL BASE MATERIALS SHOULD BE COMPACTED TO A MINIMUM DENSITY OF 98% MPMDD. CRUSHED CONCRETE, LIMEROCK, AND SHELL BASES SHOULD BE A MINIMUM LBR OF 100 AND COMPLY WITH THE LATEST EDITION OF THE FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS. 4. TRAFFIC SHOULD NOT BE ALLOWED ON THE SUBGRADE AS THE BASE IS PLACED TO AVOID RUTTING. BEFORE PAVING, THE BASE SHOULD BE CHECKED FOR SOUNDNESS. 5. THE ASPHALTIC CONCRETE SHOULD MEET STANDARD FDOT MATERIAL REQUIREMENTS AND PLACEMENT PROCEDURES AS OUTLINED IN THE LATEST EDITION OF THE FOOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS, EXCEPT THAT THE ASPHALTIC CONCRETE SHOULD BE COMPACTED TO A MINIMUM OF 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT OF SAMPLES SECURED DAILY DURING PLACEMENT. ASPHALT PAVING NTS CROSS WALK NOTE: 1. PAVEMENT STOP BARS ARE TO BE THERMOPLASTIC WHITE PAINT. 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. 10 STOP BAR DETAIL N.T.S. 12 1 K 13 ( NOTE: 112" RADIUS TOOLED JOINT OR V PROVIDE 1/2" EXPANSION JOINT DEEP SAWED JOINT (TYP.) BETWEEN SIDEWALK AND ALL FIXED OBJECTS. PLAN VIEW VARIES 1/2" R 6' -0" (TYP.) SEE TYPICAL SLOPE)/4"/FT SLOPE 1/4 "/ PAVEMENT 4" (TYP.)� FT. MAX. SECTION MAX. Tic o io 1/2" R 4,000 PSI T14" (TYP.) CONCRETE 8 T MIN. k-1 4" (TYP.) SECTION B -B SECTION B -B (THICKENED EDGE) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35'0.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK ALL SIDEWALKS TO COMPLY WITH 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' FDOT INDEX 310 090 4" SECTION A -A 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP.) TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. 6' END OF CURB 3' No � TRANS.y � � I 1' EDGE OF PAVT. EDGE OF PAVT. PLAN PLAN 3' 3 3' TRANS. T, _ RA _ TOP OF CURB TOP OF CURB � j^ GUTTER GUTTER PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER ENDINGS DETAIL N.T.S. co 00 NOTE: GUTTER SLOPE TO MATCH U U ADJACENT PAVEMENT, O O TRAVERSE AND LONGITUDINAL. U U ED < 1/2" MIN. RADIUS 1" MAX. RADIUS 1" 6„ � 12„ � P.C. CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK zo COAT TO FACE OF CURB iv WHERE CURB CONTACTS ASPHALT. 18" / 1" MAX' RADIUS TI/ \ \/ ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. 18" CURB AND GUTTER DETAIL 14 N.T.S. 15 16 > U) Z i O W !� W � M Q \ O � N Z o❑o z C9 2 ¢ U Z Z ❑ Z D ¢ ¢ ❑ W LLOZ��UpJ �Il 0 0¢ w>-UO (D O 7 J Z¢ Q W Z z Y (nOZC7Z US W S D- 'OJEY¢tq %q U Z = 2(Dwowm>LL F Z p O F W n/ Z2❑ W LL = -O LL OMXPOjmF, 0 pWm20Z0Wm QU Z K a P= w W m0 LLOwQ�F Om�OZ }Nwo Z w V y W W U U off= > > ~� LLI 0❑z =pWU °w0 W ❑w0UNwFU Lu 0LLLL0 W a Z Z U U O Z F0 U J W¢ Z WoW23FD VJ mas_pwU' F a m 9 Q 3: m❑ z 0 J O W � �_ � W 1--- L_ 00 O L1_ Q Y LL W a- olf Q - W ¢ m z o z z QLA- O� L.1_ 2 W f) W Z LL �— z Z N� O U) Z E W� W Ln �° m — Ln J w N Q W W Cn 0 Z J z ui (D W 0 W W ae djcatfoo = U) a J u • Q n � W •Go � t Q W C Lu w O O H U O W J Q Lu Z n o U O N SHEET O C30.0 0 v a p J M 0 W Z Lu xt � C7 U 00 d cn Lu o U Digitally sigL W by Frank it l ti - -,,c. Porter ;fie? 9iys Reason: §; Final Site ;, o 'Enginee ST F r� Submitt I� LL Date: `a 2015.11.1 II Lu t w LL 23:28:47 L 6� > U) Z i O W !� W � M Q \ O � N Z o❑o z C9 2 ¢ U Z Z ❑ Z D ¢ ¢ ❑ W LLOZ��UpJ �Il 0 0¢ w>-UO (D O 7 J Z¢ Q W Z z Y (nOZC7Z US W S D- 'OJEY¢tq %q U Z = 2(Dwowm>LL F Z p O F W n/ Z2❑ W LL = -O LL OMXPOjmF, 0 pWm20Z0Wm QU Z K a P= w W m0 LLOwQ�F Om�OZ }Nwo Z w V y W W U U off= > > ~� LLI 0❑z =pWU °w0 W ❑w0UNwFU Lu 0LLLL0 W a Z Z U U O Z F0 U J W¢ Z WoW23FD VJ mas_pwU' F a m 9 Q 3: m❑ z 0 J O W � �_ � W 1--- L_ 00 O L1_ Q Y LL W a- olf Q - W ¢ m z o z z QLA- O� L.1_ 2 W f) W Z LL �— z Z N� O U) Z E W� W Ln �° m — Ln J w N Q W W Cn 0 Z J z ui (D W 0 W W ae djcatfoo = U) a J u • Q n � W •Go � t Q W C Lu w O O H U O W J Q Lu Z n o U O N SHEET O C30.0 0 n 7 C C O Cl 9 /l 1 1 9 n 9 7 9 /I 9 C 9 C P I C I c c c c I L J `t J V 1 2 3 4 5 6 7 8 9 10 11 12 13 v LL 0 O M LL °Q L \ 0N W� W w + Of W I U I m � w 2 W A N W w o U `.i 11-- w — igita y signed CP f W �I u b Frankli A y a R Porter ;G Reason: W N f ZI 69W F'• � Final Site Lu *� Z 7 Engineeri go ER \ �1NO — A 11 oR�dP.� Submittal i w _ Ss� n2 l -j Date: a f' ~ UO W Q "2015.11.1 ° O Of J 23:29:11 1'00' X � X f- YI � ^i LJ r SCALE: 1" = 40' u WROUGHO IUD IUD ■ IRON FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0 40 80 o rn B EXISTING 500' (NTS) 0 0 SIGNALIZED S.R. 434 0 U) U) INTERSECTION z z 00 0 I U U U) w w � w w a a W w U) U) M z z I O 0 e > L L j < RW I a I pJp a m o r I TRAFFIC CONTROL SIGNS & DEVICES o I z J N Z m W a a w Q ER END ROAD WORK (G20 -2) I m EXISTING �1N0 �1N0 v STS CINL 0 ( ) I. �o Z 11 STOP SIGN — RIM - 40.02' RC SF RW RW ROAD WORK AHEAD W20 -1 F U o Z ~ a U o Z m I. 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MATERIAL SCHEDULE MATERIAL' TREMRON CONCRETE PAVERS p_ 1 TYPE: 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND STAIRS PATTERN: HERRINGBONE MATERIAL-- TREMRON CONCRETE PAVERS p_2 TYPE: 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND PATTERN: HEADER COURSE MATERIAL-- TREMRON CONCRETE PAVERS I p_31 TYPE: 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND -J; PATTERN: BASKETWEAVE MATERIAL: SCORED CONCRETE P -5 TYPE: 36" X 36" COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN MATERIAL: SCORED CONCRETE P -6 TYPE: 72" X 72" COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN MATERIAL: NATURAL CONCRETE P -7 TYPE: MEDIUM BROOM FINISH COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN COLOR: SCOFIELD CHROMIX INTEGRAL CONCRETE C -15 COACHELLA SAND c -2 COLOR: NATURAL c -3 COLOR: SCOFIELD CHROMIX INTEGRAL CONCRETE C -27 WESTWOOD BROWN COLOR: SOUTH BEACH C -2 COLOR: DARK BROWN c -3 COLOR: SAND DUNE THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RS H I P.CO M CONSULTANT SEAL .e e•n.v...r. .r. David Yung 2 015.11.19 14.08.02 - 05'00' u......: FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 WK COLORED SCORED dP- vrEcc 1 IBEW PENSION BENEFIT FtW/ CONCRETE WIM SPMQS HOLDIM BLDG 1 as POOL FENCE AND GATE CONCRETE P -7 C -2 SIDEWALK CONCRETE STAIRS 0' 5' 10' 20' 40' SCALE: 1 " = 10' -0" NORTH KEYMAP 1' POU ACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY JSP CHECKED BY SNN SHEET TITLE POOL COURTYARD HARDSCAPE PLAN SHEET NUMBER L2-01 COMMENTS NOT ISSUED FOR CONSTRUCTION 9 2015 The Preston ParineBhip, LLC GENERAL LEGEND ❑T Ill ON epla 0 XX-0 MATCHLINE PROPERTY LINE BUILDING SETBACK DECORATIVE FENCE WALL CURB STOP SIGN TRANSFORMER A/C UNIT CUTSHEET BOOKLET REFERENCE DETAIL REFERENCE / MAT. REFERENCE DETAIL SEC. 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MATERIAL SCHEDULE MATERIAL TREMRON CONCRETE PAVERS p _ TYPE: 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND PATTERN: HERRINGBONE MATERIAL TREMRON CONCRETE PAVERS p_2 TYPE: 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND PATTERN: HEADER COURSE MATERIAL p_31 TYPE: TREMRON CONCRETE PAVERS 4 X 8 BRICK PAVERS COLOR: SEE COLOR LEGEND PATTERN: BASKETWEAVE THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT MATERIAL: SCORED CONCRETE P -5 TYPE: 36" X 36" COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN MATERIAL: SCORED CONCRETE SEAL P -6 TYPE: 72" X 72" COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN � �4`�•'f David Yung w f' MATERIAL: NATURAL CONCRETE p_] TYPE: MEDIUM BROOM FINISH ° °° ••. 2015.11.19 COLOR: SEE COLOR LEGEND PATTERN: AS SHOWN - ••��'' {� 14.08.50 !� L COLOR: SCOFIELD CHROMIX INTEGRAL CONCRETE `'��, •��` , C -15 COACHELLA SAND _05 00 °��,� p,��'� = c -2 COLOR: NATURAL / "�-- � "�.•••°'. FLORIDA LICENSE C -3 COLOR: SCOFIELD CHROMIX INTEGRAL CONCRETE #AR -92455 C -27 WESTWOOD BROWN FLORIDA BUSINESS LICENCE NO.: @ COLOR: SOUTH BEACH Landscape Architecture: LC26000312 PROJECT c-2 COLOR: DARK BROWN O �-3 COLOR: SAND DUNE WINTER SPRINGS APARTMENTS 0' 5' 10' 20' 40' SCALE: 1 " = 10' -0" KEYMAP 1' 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WPM SPMGS HOLDIM POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY JSP CHECKED BY Smm SHEET TITLE LEASING ENTRY AND ROUNDABOUT HARDSCAPE PLAN SHEET NUMBER L2-02 COMMENTS NOT ISSUED FOR CONSTRUCTION m 2015 The Preston Pertnemhip, LLC i i �Ilr 0' 25' 50' 100' 200' SCALE" 1 " = 50' -0" ZK GENERAL LEGEND 0 MIKE[ SECTION PAGE PIC. 0 XX -0 XX -0 MATCHUNE PROPERTY LINE BUILDING SETBACK DECORATIVE FENCE WALL CURB STOP SIGN TRANSFORMER A/C UNIT CUTSHEET BOOKLET REFERENCE DETAIL REFERENCE / MAT. REFERENCE DETAIL SEC. OR ELEV. LANDSCAPE LEGEND PROPOSED TREE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 0o PLANT QUANTITY & TYPE xxx 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. 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FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FtM/ WIM SPMGS HOLDIM I ;Lf7 I W:T�i "V 1,17:1? -� ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY CHECKED BY SHEET TITLE SHEET NUMBER JSP Smm LANDSCAPE SITE PLAN L8 -00 COMMENTS NOT ISSUED FOR CONSTRUCTION 9 2015 The Preston Parinelahip, LLC L8 -01 aaaaa>• � � L8 -03 V_ C14 4 4 ao ao J J GENERAL LEGEND CODE LEGEND ANM MATCHUNE — — PROPERTY LINE BNX BUILDING SETBACK CCR DECORATIVE FENCE CFX WALL CIT CURB CVB STOP SIGN IT I TRANSFORMER ® A/C UNIT cuisx�r MT. FIRE HIBISCUS sECTIoN AG a CUTSHEET BOOKLET PIC REFERENCE 0 DETAIL REFERENCE / MAT. REFERENCE XX -0 XX -0 DETAIL SEC. OR ELEV. LANDSCAPE LEGEND PROPOSED TREE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 0o PLANT QUANTITY & TYPE XXX 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. FIRE HIBISCUS ICD YAUPON HOLLY IFL FLORIDAANISE ILX LUSTER LEAF HOLLY JCK HOLLYWOOD JUNIPER JCS SPARTAN JUNIPER LDX RIBBON PALM LIM CRAPE MYRTLE LJH HOWARD LIGUSTRUIM LJT TREE FORM LIGUSTRUM LMA AZTEC GRASS LIME LIRIOPE LSR FRUITLESS SWEETGUM MCX PINK MUHLY GRASS MGA ALTA MAGNOLIA MGL LITTLE GEM MAGNOLIA PAI PLUMBAGO PCX PICKEREL WEED PDS SYLVESTER PALM PMM PODOCARPUS PRX PYGMY DATE PALM PSR PURPLE FOUNTAIN GRASS PSS PHILODENDRON PSX MEDJOOL DATE PALM PTV VARIEGATED PITTOSPORUM QVX LIVE OAK RDB DWARF OYSTER PLANT SAD VARIEGATED DWARF SCHEFFLERA SAX SCHEFFLERA SLX ARROWHEAD STX SOFTSTEMMED BULLRUSH TDN DWARF FAKAHATCHEE GRASS TDX BALD CYPRESS UPE ALLEE ELM NORTH 0' 5' 10' 20' 40' SCALE: 1 " = 10'-0" KEYMAP 1' THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RSH I P.CO M CONSULTANT SEAL David Yung x.2015.11.19 14:11:52 - 05'00' FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR MEW PENSION BENEFIT FUND/ WIINM SPRBIGS HOLDINGS IgelIklTi "V 1,11:1 ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY CHECKED BY SHEET TITLE SHEET NUMBER JSP Smm LANDSCAPE PLAN L8 -01 COMMENTS NOT ISSUED FOR CONSTRUCTION 0 2015 The Preston Parinerehip, LLC 00 Co i i i i i i i i lei i o a TURF 4' TALL OPAQUE oa L$ -04 a i I I Ia I I 1 I' I I I I I I aI a I 1 o_I i a °plop 0. TURF t\ ° O a o �\ o �1 a �° a a� 0 I U o ou o o � Oo 0 � 0 Oo BLDG 1000 0 • i 26 LAI .e milk?, 0 a\ a \: nAF �2L I s' 23 2S . 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NORTH 0 5' 10' 20' 40' SCALE: 1" = 10' -0" KEYMAP 1' THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RS H I P.CO M CONSULTANT SEAL w, David Yung 2015.11.19 i 14:21:39 �� t -05 00 FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 WK IBEW PENSION BENEFIT FtM/ WNW SPRNGS HOLDNGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 O ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER DRAWN BY - CHECKED BY SHEET TITLE 1355302 JSP Smm LANDSCAPE PLAN SHEET NUMBER L8-02 COMMENTS NOT ISSUED FOR CONSTRUCTION � 2015 The Preston PaMaISIIip, LLC PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. 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(HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. PLANT XI IN ANM TO REMAIN ARO EXISTING TREES BNX TO BE REMOVED 0o XXX PLANT QUANTITY & TYPE 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. 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WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FtM/ WIM SPMGS HOLDNGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY JSP CHECKED BY Smm SHEET TITLE SHEET NUMBER LANDSCAPE PLAN L8 -05 COMMENTS NOT ISSUED FOR CONSTRUCTION 92015 The r atop Parinelahip, LLC i CID Co Go W Z J U H Q I I I I 1 °a o a a a ° a 4 R a � � a L8 -06 TREE GRATE, TYP. 0 a a a o /TURF • . • ; i � 1191- i i i i i i i i i i i LU Z / J U a i i i i i TURF TURF 0 a WWI 2�11 mommom � X \ \V� moso� I r Colt- � Co J m J GENERAL LEGEND ANNUALS ARO MATCHUNE - - PROPERTY LINE — — — — — BUILDING SETBACK CFX DECORATIVE FENCE CIT WALL CVB CURB EDT STOP SIGN D1 TRANSFORMER ® A/C UNIT CUTSNEET YAUPON HOLLY SECTION CUTSHEET BOOKLET PAG PIC E REFERENCE 0 DETAIL REFERENCE / MAT. REFERENCE XX -0 XX -0 DETAIL SEC. OR ELEV. 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REFERENCE XX -0 XX -0 DETAIL SEC. OR ELEV. LANDSCAPE LEGEND PROPOSED TREE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 0o PLANT QUANTITY & TYPE XXX 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RSH I P.CO M CONSULTANT SEAL PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. 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REFERENCE XX -0 XX -0 DETAIL SEC. OR ELEV. LANDSCAPE LEGEND PROPOSED TREE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 0o PLANT QUANTITY & TYPE XXX 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. NORTH 0 5' 10' 20' 40' SCALE: 1 " = 10'-0" KEYMAP 1' THE PRESTON PARTNERSHIP, LLC A MULTI — DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RSH I P.CO M CONSULTANT SEAL ' f_ ``�� David Yung 1a, 2015.11.19 14:25:25 —051001 FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 rurc MEW PENSION BENEFIT FUND/ WNTER SPRBIGS HOLDINGS POU ACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 O ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER DRAWN BY — CHECKED BY SHEET TITLE 1355302 JSP Smm LANDSCAPE PLAN SHEET NUMBER -13 COMMENTS NOT ISSUED FOR CONSTRUCTION ®2015 The Preston PaM■ISIIip, LLC PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TI PLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. FIRE HIBISCUS ICD YAUPON HOLLY IFL FLORIDAANISE ILX LUSTER LEAF HOLLY JCK HOLLYWOOD JUNIPER JCS SPARTAN JUNIPER LDX RIBBON PALM LIM CRAPE MYRTLE LJH HOWARD LIGUSTRUIM LJT TREE FORM LIGUSTRUM LMA AZTEC GRASS LIME LIRIOPE LSR FRUITLESS SWEETGUM MCX PINK MUHLY GRASS MGA ALTA MAGNOLIA MGL LITTLE GEM MAGNOLIA PAI PLUMBAGO PCX PICKEREL WEED PDS SYLVESTER PALM PMM PODOCARPUS PRX PYGMY DATE PALM PSR PURPLE FOUNTAIN GRASS PSS PHILODENDRON PSX MEDJOOL DATE PALM PTV VARIEGATED PITTOSPORUM QVX LIVE OAK RDB DWARF OYSTER PLANT SAD VARIEGATED DWARF SCHEFFLERA SAX SCHEFFLERA SLX ARROWHEAD STX SOFTSTEMMED BULLRUSH TDN DWARF FAKAHATCHEE GRASS TDX BALD CYPRESS UPE ALLEE ELM NORTH 0 5' 10' 20' 40' SCALE: 1 " = 10'-0" KEYMAP 1' THE PRESTON PARTNERSHIP, LLC A MULTI — DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RSH I P.CO M CONSULTANT SEAL ' f_ ``�� David Yung 1a, 2015.11.19 14:25:25 —051001 FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 rurc MEW PENSION BENEFIT FUND/ WNTER SPRBIGS HOLDINGS POU ACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 O ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER DRAWN BY — CHECKED BY SHEET TITLE 1355302 JSP Smm LANDSCAPE PLAN SHEET NUMBER -13 COMMENTS NOT ISSUED FOR CONSTRUCTION ®2015 The Preston PaM■ISIIip, LLC GENERAL LEGEND IT CUTSNEET SECTION PAGE PIC. 0 XX -0 XX -D MATCHUNE PROPERTY LINE BUILDING SETBACK DECORATIVE FENCE WALL CURB STOP SIGN TRANSFORMER A/C UNIT CUTSHEET BOOKLET REFERENCE DETAIL REFERENCE / MAT. REFERENCE DETAIL SEC. OR ELEV. LANDSCAPE LEGEND PROPOSED TREE EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 0o PLANT QUANTITY & TYPE xxx 00 (CONSULT PLANT LIST FOR xxx COMPLETE PLANT INFORMATION) SHRUB AND /OR GC. BEDS. (HATCHING IS NOT INDICATIVE OF PLANT TYPE) NOTE: ALL PLANT BEDS AND TREES TO BE MULCHED WITH NATURAL SHREDDED HARDWOOD MULCH. ALL LAWN AREAS TO BE SODDED WITH FLORITAM ST. AUGUSTINE GRASS. UNLABELED PERVIOUS AREAS ON THE PLANS ARE TO BE CONSIDERED TURF AREAS AND CONTRACTOR IS RESPONSIBLE FOR PROVIDING SOD TO ALL SAID AREAS. PLANT CODE LEGEND ANM ANNUALS ARO RED MAPLE BNX BISMARK PALM CCR RED BUD CFX TIPLANT CIT CANNA LILY CVB CROTON EDT JAPANESE BLUEBERRY GJR DWARF GARDENIA HRS MT. FIRE HIBISCUS ICD YAUPON HOLLY IFL FLORIDAANISE ILX LUSTER LEAF HOLLY JCK HOLLYWOOD JUNIPER JCS SPARTAN JUNIPER LDX RIBBON PALM LIM CRAPE MYRTLE LJH HOWARD LIGUSTRUM LJT TREE FORM LIGUSTRUM LMA AZTEC GRASS LIME LIRIOPE LSR FRUITLESS SWEETGUM MCX PINK MUHLY GRASS MGA ALTA MAGNOLIA MGL LITTLE GEM MAGNOLIA PAI PLUMBAGO PCX PICKEREL WEED PDS SYLVESTER PALM PMM PODOCARPUS PRX PYGMY DATE PALM PSR PURPLE FOUNTAIN GRASS PSS PHILODENDRON PSX MEDJOOL DATE PALM PTV VARIEGATED PITTOSPORUM QVX LIVE OAK RDB DWARF OYSTER PLANT SAD VARIEGATED DWARF SCHEFFLERA SAX SCHEFFLERA SLX ARROWHEAD STX SOFTZMMMED BULLRUSH TDN DWARF FAKAHATCHEE GRASS TDX BALD CYPRESS UPE ALLEE ELM NORTH 0' 15' 30' 60' 120' SCALE" 1 " = 30' -0" rirrrrr�sr]gV PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E R S H I P.CO M CONSULTANT SEAL David Yung r: 2015.11.19 14:25:42 - 05'00' FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WPM SPMGS HOLDIM POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER DRAWN BY CHECKED BY SHEET TITLE 1355302 JSP Smm RETENTION POND LANDSCAPE PLAN SHEET NUMBER L8-1 4 COMMENTS NOT ISSUED FOR CONSTRUCTION 0 2015 The Preston Partnership, LLC GENERAL LANDSCAPE NOTES • LANDSCAPE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIALS SPECIFIED, THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER, ELECTRICITY, EQUIPMENT AND ALL MATERIALS CALLED. THE WORK SHALL INCLUDE MAINTAINING OF ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. THE LC SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD SUPERVISOR TO WORK DIRECTLY WITH THE LA AND SUPERVISE THE WORK AT ALL TIMES THROUGH FINAL OWNER ACCEPTANCE. • ALL LANDSCAPE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. PERMITTING IS THE RESPONSIBILITY OF THE LC. • VERIFICATION OF EXISTING CONDITIONS IS THE RESPONSIBILITY OF THE LC. THIS INCLUDES BUT IS NOT LIMITED TO: SOIL CONDITIONS, UTILITIES (UNDERGROUND AND ABOVE GROUND) EXISTING STRUCTURES, ETC. • THE LC SHOULD BE COMPLETELY FAMILIAR WITH LANDSCAPE PLANS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES, POTENTIAL PROBLEMS, ETC. SHOULD BE MADE KNOWN TO THE LA PRIOR TO COMMENCEMENT OF WORK. • ALL REASONABLE SAFEGUARDS ARE TO BE TAKEN IN ORDER TO PROTECT EXISTING STRUCTURES, PAVEMENT, FURNISHINGS, LAWN AND LANDSCAPING. THE LC IS RESPONSIBLE FOR AND DAMAGE THAT OCCURS AS A RESULT OF LC NEGLIGENCE. • EXISTING AND PROPOSED DRAINAGE PATTERNS ARE NOT TO BE DISTURBED BY THE LC IN A WAY THAT IS INCONSISTENT WITH THE LANDSCAPE PLANS. • THE LC IS RESPONSIBLE FOR COORDINATING WORK TO BE PERFORMED WITH THE WORK OF OTHER SUBCONTRACTORS ON THE SITE, INCLUDING SCHEDULING AND PHYSICAL INTERFERENCE. • THE LC MUST CONFIRM THE AVAILABILITY OF ALL SPECIFIED PLANT MATERIAL PRIOR TO THE COMMENCEMENT OF WORK. THE LC SHALL ARRANGE FOR APPROVAL OF PLANT MATERIALS BY THE LA VIA FIELD VISITS /TAGGING AND OR SUBMISSION OF PLANT SAMPLES AT THE DISCRETION OF THE LA. • ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE INC. • ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. • ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LA PRIOR TO INSTALLATION. WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, THE LA RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LC TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE:. THE LC SHALL REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 72 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. • NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LA. ANY SUBSTITUTIONS MUST BE SUBMITTED IN WRITING ACCOMPANIED BY PICTURES OR SAMPLES FOR APPROVAL BY THE LA PRIOR TO INSTALLATION. • ALL SHRUB BEDS SHALL BE TILLED TO MINIMUM DEPTH OF 12 ". PLANTING BEDS TO BE SEPARATED FROM LAWN AREAS WITH A 4" DEEP EXCAVATED TRENCH. THE TRENCH SHALL HAVE A VERTICAL FACE AGAINST THE LAWN AREA, AND A GENTLY TAPERED EDGE LEADING INTO THE SHRUB BED. • THE LC IS RESPONSIBLE FOR ENSURING THAT THE SOIL IN ALL PLANTED AREAS IS OF AN APPROPRIATE TYPE AND CONSISTENCY FOR PLANTING AND AT THE CORRECT pH. THE LC IS RESPONSIBLE FOR FIELD VERIFYING SOIL SUITABILITY, AND ANY NECESSARY AMENDMENTS SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LA. • THE LC SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. • THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON —SITE ARE ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION, AND PROCUREMENT OF EXISTING ON —SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT. REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS. THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. • THE LANDSCAPE CONTRACTOR SHALL ENSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO ENSURE DRAINAGE. • ALL PLANTING BEDS SHALL BE STAKED AND OR PAINTED BY THE LC FOR APPROVAL BY THE LA PRIOR TO PLANT INSTALLATION. TREES SHALL BE LOCATED WITH STAKES OR FLAGS FOR APPROVAL BY THE LA PRIOR TO INSTALLATION. • ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE OFFSET. • THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. • THE LC IS RESPONSIBLE FOR DETERMINING THE AMOUNT OF SOD OR SEED REQUIRED TO INSTALL LAWN AREAS ACCORDING TO THE LANDSCAPE PLANS. ANY ADDITIONAL SOD OR SEEDED AREAS ADDED TO THE PLANS DURING THE INSTALLATION PROCESS SHALL BE PROVIDED BY THE LC AT A MUTUALLY AGREED UPON SO. FT. UNIT COST. AREAS TO BE SODDED OR SEEDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. THE LC SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL WITH PLANTS OF EQUAL KIND, SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR CABLES ATTACHED TO THE TRUNK SHALL BE USED WHEN INSTALLING PLANT MATERIALS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. • ALL PLANTING BEDS SHALL BE MULCHED WITH A 4" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 4" THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK. THE LANDSCAPE SCOPE OF WORK INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST ITEM. • ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LC AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY OWNER. • ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWINGS, SHALL BE LEFT UNDISTURBED AND PROTECTED BY BARRICADES ERECTED AT THE PERIMETER OF THE TREE DRIP LINE (S). NO VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE PERMITTED WITHIN THE AREA OF THE TREE DRIPUNE(S). ANY EXISTING PLANT BEDS OR TREES DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. • NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY (WITHOUT RIGHT OF WAY UTILIZATION PERMIT) NOR ANY PLANTS LOCATED WITHIN FOUR FEET (4') OF ANY SWALE CENTERLINE IDENTIFIED ON THE DRAWINGS. FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE LA PRIOR TO INSTALLATION. • THE LC SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF ALL DEBRIS AND EXCAVATED BACKFILL OFF —SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. • NOTE: QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWING SHALL BE FURNISHED BY THE LC. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. HIS ESTIMATES ARE ONLY AN AID FOR CLARIFICATION OF UNITS AND A CHECK FOR THE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. NO EXTRA COMPENSATION SHALL BE ALLOWED FDR EXTRA QUANTITIES NECESSARY TO COMPLETE THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF PLANT MATERIAL ACCORDING TO DRAWINGS. • WARRANTY: ALL PLANTS SHALL BE WARRANTED TO REMAIN ALIVE AND HEALTHY AND IN THRIVING CONDITION FOR ONE YEAR FROM THE DATE OF JOB ACCEPTANCE. PLANTS SHALL BE SPECIMEN QUALITY. PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. • HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM BRANCH TIP TO TIP. IF A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND NOT LESS THAN 50 PERCENT OF THE PLANTS SHALL BE AS LARGE AS THE MAXIMUM SIZE SPECIFIED. • SHADE TREES SHALL BE STRAIGHT UNLESS OTHERWISE SPECIFIED. SEE SPECIFICATIONS FOR FERTILIZER AND AMENDMENT ADDITIVES. • THE TRUNK FLARE DEPTH FOR ALL TREES SHOULD BE VISIBLE AT +/— 2" ABOVE GRADE. • ALL B &B TREES SHALL HAVE BEEN 100% ROOT PRUNED AT THE MIDPOINT OF THEIR LIFESPAN IN THE NURSERY OR AFTER. CONTRACTOR RESONSIBLE FOR OBTAINING INFORMATION REGARDING NURSERY GROWING PRACTICES AND PROVISION OF THIS INFORMATION TO THE LANDSCAPE ARCHITECT.. • WIRE BASKETS SHOULD HAVE TOP RUNG CUT AWAY FROM BASKET HORIZONTALLY, AND REMAINDER OF BASKET TO REMAIN. • ALL B &B TREES SHALL BE MOVED WITH STRAPPING CONNECTED TO WIRE BASKET ONLY, NEVER ATTACHED DIRECTLY TO TREE TRUNK. CONTAINER PLANTS SHALL BE MOVED IN A WAY THAT IS COMPLETELY SUPPORTED BY THE CONTAINER, NOT THE TREE TRUNK. • PLANTS SHALL BE SUBJECT TO REVIEW BY LANDSCAPE ARCHITECT AT THE NURSERY. LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE QUALITY AND ACCEPTABILITY OF MATERIALS AND PLACEMENT. • ALL TREES TO BE INSTALLED WITH MOST ATTRACTIVE SIDE FACING PREDOMINANT POINT OF VISIBILITY. • ALL LANDSCAPE BEDS TO BE EDGED AS SHOWN IN LANDSCAPE DETAILS. • LC TO ENSURE ALL TREE ROOTS BE STURDILY ESTABLISHED IN BALL THAT HAS BEEN TIGHTLY WRAPPED AND SECURELY TIED WITH TWINE OR WIRE, OR PINNED. Canopy Trees Symbol Botanical Name Common Name Size & Spec Quantity ARO Acer rubrum 'October Glory' Red Maple 65 Gal.; 14' Min. Ht. ; Full; Nursery-Grown 27 LSR Liquidambar styraciflua'Rotundiloba' Fruitless Sweetgum 30 Gal.; 10' Min. Ht. ; Full; Nursery-Grown 14 QVX Quercus virginiana Live Oak 65 Gal.; 12' Min. Ht. ; Full; Nursery-Grown 19 TDX Taxodium distichum Bald Cypress 65 Gal.; 14' Min. Ht. ; Full; Nursery-Grown 18 UPE Ulmus parvifolia'Emer II' Allee Elm 30 Gal.; 10' Min. Ht. ; Full; Nursery-Grown 9 Understory Trees Howard Ligustrum 3 Gal.; 30 "; Full; Matched 423 MCX Symbol Botanical Name Common Name Size & Spec Quantity CCR Cercis canadensis 'Hearts of Gold' Red Bud 15 Gal.; 6' Min. Ht. 22 EDT Elaeocarpus decipiens Japanese Blueberry 65 Gal.; 12' Min. Ht.; 6' C.T. 34 ICD Ilex vomitoria Yaupon Holly 30 Gal.; 7' Min. Ht. 9 ILX Ilex latifolia Luster Leaf Holly 30 Gal.; 6' Min. Ht. 18 LIM Lagerstroemia i nd ica 'Muskogee' Crape Myrtle 30 Gal.; 8' Min. Ht. Standard 26 LJT Ligustrum japonica Tree Form Ligustrum 30 Gal.; 6' Min. Ht. 66 MGA Magnolia grandiflora'TMGH' Alta Magnolia 30 Gal.; 10' Min. Ht.; F.T.G. 10 MGL Magnolia grand iflora 'Little Gem' Little Gem Magnolia 65 Gal.; 10' Min. Ht. 6 Palms Symbol Botanical Name Common Name Size & Spec Quantity BNX Bismarckia nobilis Bismark Plam 10' C.T. Marl Root Ball Unacceptable 14 LDX Livistona decipiens Ribbon Palm 10' C.T. Marl Root Ball Unacceptable 25 PDS Phoenix sylvestris Sylvester Palm 14' Ht. Marl Root Ball Unacceptable 5 PRX Phoenix roebelenii Pygmy Date Palm 25 Gal.; 6' Min. C.T. Triple; Marl Root Ball Unacceptable 74 PSX Phoenix dactylifera'Medjool' Medjool Date Palm 14' Ht. Marl Root Ball Unacceptable 3 RHX Rhapidophyllum hystrix Needle Palm 25 Gal; 4' men. ht. Triple 21 Shrubs Symbol Botanical Name Common Name Size & Spec Quantity CFX Cordyline fruticosa Ti Plant 3 Gal.; Full; Matched 243 CIT Canna indica 'Tropicana Black' Canna Lily 3 Gal.; 36 "; Full; Matched 250 CVB Codiaeum variegatum'Bravo' Croton 3 Gal.; 36 "; Full; Matched 372 GJR Gardenia jasminoides'Radicans' Dwarf Gardenia 3 Gal.; Full; Matched 93 HRS Hibiscus rosa sinensis'Mt. Fire' Mt. Fire Hibiscus 3 Gal; 36 "; Full; Matched 445 IFL Illicium floridanum Florida Anise 7 Gal; Full; Matched 430 JCK Juniperus chinensis'Kaizuka' Hollywood Juniper 8' ht.; Full; Matched 63 JCS Juniperus chi nensis'Spartan' Spartan Juniper 8' ht.; Full; Matched 139 LJH Ligustrum japonica'Howard' Howard Ligustrum 3 Gal.; 30 "; Full; Matched 423 MCX Muhlenbergia capillaris Pink Muhly Grass 3 Gal.; 30 "; Full; Matched 236 PAI Plumbago auriculata 'Imperial Blue' Plumbago 3 Gal.; 30 "; Full; Matched 231 PMM Podocarpus macrophyllus maki Podocarpus 3 Gal.; 30 "; Full; Matched 374 PSR Pennisetum setaceum'Rubrum' Purple Fountain Grass 3 Gal.; 14" x 16 "; Full; Matched 152 PSS Phiodendron selloum Philodendron 3 Gal.; 30 "; Full; Matched 181 PTV Pittosporum tobira 'Variegata' Variegated Pittosporum 3 Gal.; 30 "; Full; Matched 190 SAD Schefflera arboricola Variegated Dwarf Schefflera 3 Gal.; 30 "; Full; Matched 442 SAX Schefflera arboricola Schefflera 7 Gal; 42 "; Full; Matched 243 TDN Tripsicum d a ctyloides 'Nana' Dwarf Fakahatchee Grass 3 Gal; 14 " -16 "; Full; Matched 214 Groundcover GENERAL LANDSCAPE NOTES (C • SOD AND SEED QUANTITIES TO BE PROVIDED BY CONTRACTOR. • THE CONTRACTOR SHALL ACCOMPANY LANDSCAPE ARCHITECT ON REVIEW TRIPS. CONTRACTOR TO SUBMIT PHOTOS OF ALL TREES WITH BID SUBMITTAL • TREES SPECIFIED TO HAVE CLEAR TRUNK HEIGHT TO BE PURCHASED FROM THE NURSERY WITH SAID CLEAR TRUNK HEIGHT, NOT FIELD — PRUNED BY CONTRACTOR. SPECIAL NURSERY SOURCE NOTE: THE FOLLOWING NURSERIES ARE APPROVED IN ALL CASES AS PROVIDER(S) FOR PLANT MATERIAL SPECIFIED FOR THIS PROJECT. OTHER NURSERIES ARE ACCEPTABLE PROVIDING THE LANDSCAPE CONTRACTOR CAN PROVIDE INFORMATION TO THE LANDSCAPE ARCHITECT INDICATING THAT THE NURSERY FOLLOWS PROPAGATION AND GROWING PRACTICES AS INDICATED IN THE ACCOMPANYING SPECIFICATIONS. IF A SPECIFIC NURSERY IS LISTED IN THE PLANT MATERIAL SPECIFICATIONS, THIS NURSERY MUST BE USED AS THE SOURCE OF SAID PLANT MATERIAL. CHERRY LAKE NURSERY, GROVELAND, FLORIDA 1 -800- 429 -2171 SELECT TREES, ATHENS, GEORGIA 706- 769 -9879 BOLD SPRING NURSERY, HAWKINSVILLE, GEORGIA 478 - 783 -4975 MID — GEORGIA NURSERY, MEANSVILLE, GEORGIA 770 - 567 -3874 NOTE: ALL PLANT SUBSTITUTIONS TO BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OR PROCUREMENT OF PLANT MATERIAL. Mitigation Tree Credits Common Name Botanical Name Gallon Size/ Minimum Height Credit perTree Quantity Total Credits Red Maple Ace rrubrum 65ga1; 14' min. ht. 4 27 108 Sweetgum Liquidambarstyraciflu 30gal; 10' min. ht. 3 14 42 Live Oak Querqusvirginiana 65ga1; 14' min. ht. 4 19 76 Bald Cypress Taxodium distichum 66ga1; 14' min. ht. 3 18 54 AIIee Elm Ulmus parvifolia 30ga1; 10' min. ht. 1 9 9 Red Bud Cercis canadensis 30 gal; 6' min. ht. 3 22 66 Japanese Blueberry Elaeocarpus decipiens 30 gal; 6' min. ht. 3 34 102 Yaupon Holly Ilex vomitoria 30gal; 7 min. ht. 3 9 27 Lusterleaf holly Ilex Iatifolia 30 gal; 7' min. ht. 1 18 18 Crape Myrtle Lagerstroemia indica 30 gal; 8' min. ht. 1 26 26 Tree Form Ligustrum Ligustrum japonica 30 gal; 6' min. ht. 2 66 132 Alta Magnolia Magnolia grand iflora 30gal; 7 min. ht. 3 10 30 Little Gem Magnolia Magnolia grand iflora 65ga1; 10' min. ht. 4 6 24 Pygmy Date Palm Phoenix roebelenii 25 gal; 6' min. ht. triple 1 74 74 Needle Palm Rhapidophyllum hystri 25 gal; 4' min. ht. triple 5 22 110 Symbol Botanical Name Common Name Size & Spec Quantity ANM Annual Plant Material Annuals 4" Pot; Rooted Out 490 LME Liriope muscari 'Evergreen Giant Llriope 1 Gal; 18 "; Full plant; Matched 562 LMA Liriope muscari 'Aztec Grass' Aztec Grass 1 Gal; 18 "; Full plant; Matched 1083 RDB Rhoeo discolor'Bermuda' Dwarf Oyster Plant 1 Gal; 18 "; Full plant; Matched 1346 Aquatic Plantings NOTE: ALL METAL COMPONENTS TO BE Symbol Botanical Name Common Name Size & Spec Quantity PCX Pontederia cordata Pickerel Weed 4" Pot; Rooted Out 94 SLX Sagittaria Iatifolia Arrowhead 4" Pot; Rooted Out 58 STX Schoenopectus tabernaemontani Soft - stemmed Bullrush 4" Pot; Rooted Out 87 6' 2' -2" MASONRY PER W/ STUCCO FINISH EXTERIOR SCONCE LIGHT 3 " 1" L7 -o2 1 RECESS WITH 6X6 PORCELAIN TILE FINISH COLOR TO MATCH SHERWIN WILLIAMS SW 6879 "DARING" SUBMIT SAMPLES FOR LANDSCAPE ARCHITECT APPROVAL MASONRY WALL W/ STUCCO FINISH COLOR TO MATCH SHERWIN MUM SW 7006 "EXTRA WHITE" 2 L7 -0 C 1' RAISED STUCCO BAND +1" +0' ° LO " i i+> iv N 3' (TYP•) 10" 6" 10" MASONRY WALL W/ ST0000 FINISH COLOR TO MATCH SHERWIN WILLIAMS SW 7045 'INTELLECTUAL GRAY 3" P• � GARDEN WALL AND GATE L9 -01 I ELEVATION 3 1/2" O S -11" 3' -6" 0 STEEL PLATE WELDED TO STEEL MEMBERS TO CREATE IV SMOOTH SURFACE ON PUSH SIDE OF GATE, FINISH TO MATCH GATE SCALE 3/4" = 1' -0" Total: 898 NOTE TO CONTRACTOR: QUANTITIES OF PLANTS AND MATERIALS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES FROM THE LANDSCAPE PLANTING LAYOUT SHEETS. CONTRACTOR IS CONTRACTUALLY OBULIGATED TO INSTALL LANDSCAPE MATERIAL AS SHOWN IN PLANS REGARDLESS OF PROVIDED QUANTITIES NOTE TO CONTRACTOR: IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WHETHER TREES ARE TO BE FULL TO THE GROUND OR TREE FORM (I.E. MAGNOLIA). IF PLANS SHOW UNDER — PLANTING, TREES NEED TO HAVE MIN. 3' CLEAR TRUNK. OTHERWISE TREES SHOULD BE FULL TO THE GROUND. CLEAR —TRUNK TREES NEED TO BE PURCHASED FROM THE NURSERY AS CLEAR — TRUNK, NOT FIELD PRUNED BY THE CONTRACTOR. CONTRACTOR / LANDSCAPE CONTRACTOR PLEASE NOTE: NOTE: ALL TREES TO BE TAGGED BY THE LANDSCAPE ARCHITECT AT SOURCE NURSERY PRIOR TO PROCURMENT BY LANDSCAPE CONTRACTOR. CONSULT L9 -01 FOR NURSERY SOURCE INFORMATION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT A MINIMUM OF THIRTY DAYS IN ADVANCE OF TAGGING FOR SCHEDULING PURPOSES. ANY TREES NOT TAGGED BY THE LANDSCAPE ARCHITECT IN ADVANCE OF INSTALLATION ARE SUBJECT TO REMOVAL AND REPLACMENT AT NO ADDITIONAL EXPENSE TO THE OWNER OR LANDSCAPE ARCHITECT. TREES TO BE REMOVED AS SPECIFIED BY LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO PROVIDE PHOTOGRAPHS OF ALL SHRUB /GROUNDCOVER MATERIAL TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO JOBSITE FOR APPROVAL. GENERAL IRRIGATION SPECIFICATIONS THE IRRIGATION PLANS AND INSTALLATION PROVIDED FOR THE ACCOMPANYING LANDSCAPE ARCHITECTURAL PLANS SHALL MAINTAIN THE FOLLOWING STANDARS (CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THESE STANDARDS AS WELL AS THE PROVISION OF SAID IRRIGATION PLANS.) NOTES: THESE SPECIFICATIONS ARE NOT A REPLACEMENT FOR ANY PROVIDED BOOK - FORMAT SPECIFICATIONS (MASTERSPEC, CSI, ETC.), NOR AN ISTRUMENT TO ALLOW FOR PRODUCT INSTALLATION THAT IS LESS THAN LOCAL INDUSTRY- ACCEPTED STANDARDS. THESE ARE THE MINIMUM REQUIREMENTS FOR PROJECTS IRRIGTION INSTALLATION. HEAD -TO -HEAD COVERAGE IS TO BE PROVIDED IN ALL AREAS IRRIGATED WITH POP -UP SPRINKLERS. THIS IS TO ENSURE THAT EVERY LOCATION IN SAID AREAS WILL BE OVER- SPRAYED WITH WATER FROM AT LEAST TWO IRRIGATION SPRAY HEADS. ALL TREES (ANY PLANT > THAN 1" CALIPER OR CONTAINER SIZE > 15 GALLON) SHALL BE IRRIGATED WITH BUBBLERS. ALL LAWN AREAS AND SHRUBS /GROUND COVER AREAS PLANTED WITH MATERIAL IN 1 GALLON POTS OR SMALLER SHALL BE IRRIGATED WITH POP -UP SPRAY HEADS. . DRIP IRRIGATION IS AN ACCEPTABLE ALTERNATIVE FOR SHRUB PLANTINGS > 1 GALLON AND < 30 GALLON. DRIP ENDS SHALL BE ANCHORED TO GROUND TO ENSURE MOVEMENT IS AVOIDED. . NO IRRIGATION WATER SHALL BE DIRECTED TO PEDESTRIAN WALKWAYS, VEHICULAR SURFACES, OR HARDSCAPE 3 1/2" FLATWORK OF ANY KIND. IRRIGATION NOT TO BE DIRECTED ON TO BUILDINGS. 1' -6" 2' -2" 2'x2' GALVANIZED STEEL FRAMING • NO MACHINE TRENCHING IS TO BE CONDUCTED UNDERNEATH DRIP ZONES OF EXISTING TREES. TRENCHING SHALL BE MINIMIZED AND CONDUCTED BY HAND SO AS TO PROTECT EXISTING THE ROOTS. PRECAST CAP COLOR TO MATCH SW 7006 'EXTRA WHITE" 3'x3" GALVANIZED STEEL POST PRECAST GAP COLOR TO MATCH SW 7006 'EXTRA WHITE" SELF - CLOSING GATE WITH MAGNA SAFETY LATCH (OR APPROVED EQUAL). LOCATE ON COURTYARD SIDE OF GATE AND 3' BELOW TOP OF GATE. GATE TO BE EQUIPED WITH A KEY FOB FOR ACCESS 2'- 2'x2" GALVANIZED STEEL FRAMING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL EXISTING UTIUTIES LOCATED AND TO MAKE ANY REPAIRS CAUSED BY IRRIGTION INSTALLATION WORK. IT IS THE RSPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCURATE AS -BUILT DRAWINGS OF THE INSTALLED IRRIGATION SYSTEM (UPDATED PER ZONE INSTALLATION AT A MINIMUM), AND FINAL DRAWINGS SHALL BE PROVIDED TO OWNER AND LANDSCAPE ARCHITECT ANT TIME OF FINAL ACCEPTANCE OF IRRIGATION INSTALLATION WORK. FINAL ACCEPTANCE OF WORK WILL NOT BE PROVIDED UNTIL THE CONTRACTOR HAS FIELD - DEMONSTRATED TO OWNER AND /OR OWNER'S REPRESENTATIVE THAT THE LANDSCAPE HAS BEEN IRRIGATED IN THEIR ENTIRETY AS ESTABLISHED WITHIN THESE SPECIFICATIONS. A RAIN SENSOR IS TO BE PROVIDED THAT WILL TEMPORARILY SUSPENDED IRRIGATION SYSTEM FUNCTION IN THE EVENT OF A NATURAL RAINFALL (CUT -OFF AMOUNT TO BE PROGRAMMABLE). PROGRAMMABLE CONTROLLER TO BE LOCATED ON THE INSIDE OF A BUILDING OF THE OWNER'S CHOOSING. CONTRACTOR TO ENSURE THAT PROVISIONS HAVE BEEN MADE WITH APPROPRIATE DISCIPLINES /SUBCONTRACTORS FOR THIS INSTALLATION. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE POINT -OF- CONNECTION PRIOR TO SUBMITTING HIS BID FOR INSTALLATION WORK. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SLEEMNG AND ELECTRICAL WIRING WILL BE PROVIDED AS REQUIRED FOR COMPLETE INSTALLATION OF SYSTEM PER THESE SPECIFICATIONS. • PIPE COVER AND BACKFILL- 18" MIN. COVER OVER MAINUNES, 12" MIN. COVER OVER LATERAL LINES, 4" MIN. HORIZONTAL DISTANCE BETWEEN MAINUNES. PIPES SHALL OT BE PLACED ON TOP OF ONE ANOTHER. BACKFILL TO BE CONDUCTED IN 6' MAX. LIFTS; FULLY CIMPACTED BETWEEN LIFTS. SYSTEM TO BE TESTED PRIOR TO ANY BACKFILL ACTIVITY. LINES TO BE FLUSHED PRIOR TO INSTALLATION OF IRRIGATION HEADS. • WIRING TO SEPARATE ZONES TO BE COLOR COORDINATED; ANY PIPQNG UTILIZED FOR RE -USE WATER SHALL BE COLORED PURPLE. • THRUST BLOCKS TO BE UTILIZED PER PIPE MANUFACTURER'S SPECIFICATIONS. • CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS OF IRRIGATION SYSTEM (INCLUDING BUT NOT LIMITED TO PIPING, VALVES, VALVE BOXES, WIRING, CONTROLLER, BACKFLOW PREVENTER, WATER METER, SPRYHEADS, BUBBLERS, ETC). • CONTRACTOR TO PROVIDE 1 YEAR WARRANTEE (PARTS AND LABOR) FROM THE DATE OF FINAL ACCEPTANCE OF WORK. THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THLPRESTON PARTNERSHIP.COM CONSULTANT SEAL w David Yung . 2015.11.19 14:26:05 - 05'00' FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FtM/ WHITER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY JSP CHECKED BY SHEET TITLE SMM SHEET NUMBER PLANT LIST & NOTES 0 I ^ 1 J COMMENTS NOT ISSUED FOR CONSTRUCTION 0 2015 The P=W Pertnemhip, LLC 3 - HEAVY DUTY GALVANIZED STEEL HINGES 1"x1' STAINLESS STEEL WOVEN WIRE MESH NOTE: ALL METAL COMPONENTS TO BE PAINTED, COLOR TO MATCH SHOWN WILLIAMS SW 7020 "BLACK FOX" 2'- 2'x2" GALVANIZED STEEL FRAMING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL EXISTING UTIUTIES LOCATED AND TO MAKE ANY REPAIRS CAUSED BY IRRIGTION INSTALLATION WORK. IT IS THE RSPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ACCURATE AS -BUILT DRAWINGS OF THE INSTALLED IRRIGATION SYSTEM (UPDATED PER ZONE INSTALLATION AT A MINIMUM), AND FINAL DRAWINGS SHALL BE PROVIDED TO OWNER AND LANDSCAPE ARCHITECT ANT TIME OF FINAL ACCEPTANCE OF IRRIGATION INSTALLATION WORK. FINAL ACCEPTANCE OF WORK WILL NOT BE PROVIDED UNTIL THE CONTRACTOR HAS FIELD - DEMONSTRATED TO OWNER AND /OR OWNER'S REPRESENTATIVE THAT THE LANDSCAPE HAS BEEN IRRIGATED IN THEIR ENTIRETY AS ESTABLISHED WITHIN THESE SPECIFICATIONS. A RAIN SENSOR IS TO BE PROVIDED THAT WILL TEMPORARILY SUSPENDED IRRIGATION SYSTEM FUNCTION IN THE EVENT OF A NATURAL RAINFALL (CUT -OFF AMOUNT TO BE PROGRAMMABLE). PROGRAMMABLE CONTROLLER TO BE LOCATED ON THE INSIDE OF A BUILDING OF THE OWNER'S CHOOSING. CONTRACTOR TO ENSURE THAT PROVISIONS HAVE BEEN MADE WITH APPROPRIATE DISCIPLINES /SUBCONTRACTORS FOR THIS INSTALLATION. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE POINT -OF- CONNECTION PRIOR TO SUBMITTING HIS BID FOR INSTALLATION WORK. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SLEEMNG AND ELECTRICAL WIRING WILL BE PROVIDED AS REQUIRED FOR COMPLETE INSTALLATION OF SYSTEM PER THESE SPECIFICATIONS. • PIPE COVER AND BACKFILL- 18" MIN. COVER OVER MAINUNES, 12" MIN. COVER OVER LATERAL LINES, 4" MIN. HORIZONTAL DISTANCE BETWEEN MAINUNES. PIPES SHALL OT BE PLACED ON TOP OF ONE ANOTHER. BACKFILL TO BE CONDUCTED IN 6' MAX. LIFTS; FULLY CIMPACTED BETWEEN LIFTS. SYSTEM TO BE TESTED PRIOR TO ANY BACKFILL ACTIVITY. LINES TO BE FLUSHED PRIOR TO INSTALLATION OF IRRIGATION HEADS. • WIRING TO SEPARATE ZONES TO BE COLOR COORDINATED; ANY PIPQNG UTILIZED FOR RE -USE WATER SHALL BE COLORED PURPLE. • THRUST BLOCKS TO BE UTILIZED PER PIPE MANUFACTURER'S SPECIFICATIONS. • CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS OF IRRIGATION SYSTEM (INCLUDING BUT NOT LIMITED TO PIPING, VALVES, VALVE BOXES, WIRING, CONTROLLER, BACKFLOW PREVENTER, WATER METER, SPRYHEADS, BUBBLERS, ETC). • CONTRACTOR TO PROVIDE 1 YEAR WARRANTEE (PARTS AND LABOR) FROM THE DATE OF FINAL ACCEPTANCE OF WORK. THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THLPRESTON PARTNERSHIP.COM CONSULTANT SEAL w David Yung . 2015.11.19 14:26:05 - 05'00' FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FtM/ WHITER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 0 ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER 1355302 DRAWN BY JSP CHECKED BY SHEET TITLE SMM SHEET NUMBER PLANT LIST & NOTES 0 I ^ 1 J COMMENTS NOT ISSUED FOR CONSTRUCTION 0 2015 The P=W Pertnemhip, LLC NOTE: ALL PLANT MATERIAL TO BE PRUNED AND SHAPED. CONTRACTOR TO REMOVE ALL INAPPROPRIATE BRANCHES AND LIMBS. LANDSCAPE ARCHITECT IS THE SOLE JUDGE OF THE EXTENT OF PRUNING AND SHAPING. r" 1 TYP. TREE PLANTING &GUYING L9 -02 SECTION NOT PRU CON INAF LIME SOL OF RUBBER HOSE SHEATH TREE WRAP TURNBUCKLE (TYP.) MULTI - STRAND 112 GAUGE STEEL WIRE MULCH (TYP) AS SPECIFIED ESTABLISH SAME ROOT COVER AS EXISTED IN THE NURSERY 6" SOIL SAUCER 2'X2'X3' STAKE (3 TOTAL) 6' ABOVE FINISH GRADE (TYP) FINISH GRADE BACKFILL AS SPECIFIED IN BACKFILL SCHEDULE THIS SHEET COMPACT TO PREVENT SETTLING LOOSEN SUBGRADE, REMOVE IMPERVIOUS DEBRIS, RECOMPACT TO 75% SCALE: 3/8" = 1' -0" 4 TYP. MULTI —TRUNK TREE PLANTING L9 -02 SECTION ATH GAUGE STEEL WIRE TOTAL) SO AS TO BE STRAIGHT GHT SPECIFIED DOT COVER NURSERY TRADE (TYP) IFIED IN BACKFILL IEET ENT SETTLING REMOVE IMPERVIOUS 'T TO 75% SCALE: 1/4" = 1' -0" 2 TYP. SMALL TREE PLANTING 0-02 SECTION TURNBUCKLE (TYP.) RUBBER HOSE SHEATH MULTI- STRAND #12 GAUGE STEEL WIRE MULCH (TYP) AS SPECIFIED ESTABLISH SAME ROOT COVER AS EXISTED IN THE NURSERY 6" SOIL SAUCER 2'X2 'X3' STAKE (3 TOTAL) 6' ABOVE FINISH GRADE (TYP) BACKFILL AS SPECIFIED IN BACKFILL SCHEDULE THIS SHEET COMPACT TO PREVENT SETTLING LOOSEN SUBGRADE, REMOVE IMPERVIOUS DEBRIS, RECOMPACT TO 759'. NOTE: ALL PLANT MATERIAL TO BE PRUNED AND SHAPED. CONTRACTOR TO REMOVE ALL INAPPROPRIATE BRANCHES AND LIMBS. LANDSCAPE ARCHITECT IS THE SOLE JUDGE OF THE EXTENT OF PRUNING AND SHAPING. SCALE: 3/8" = 1' -0" EVENLY STAGGERED ROWS THROUGHOUT BED(S) MAINTAIN 18" CLEARANCE BETWEEN DIFFERING SHRUB TYPES (ADJUST SPACING AbElM��W li PffiwLMrCE) PARALLEL NOTE: SEE PLANTING PLANS FOR SHRUB AND GROUNDCOVER BED AREAS 8 TYP. TRIANGULAR SHRUB SPACING L9 -02 PLAN SCALE: 1/2" = V -0" 5 TYP. SHRUB PLANTING L9 -02 SECTION LAWN PLANTING OR MULCH VERTICAL EDGE MULCH (AS SP 3" * NOTE: CREATE TRENCH EDGE AT ALL MULCHED AREAS (INCLUDING INDIVIDUAL TREE LOCATIONS) AND CREATE 6" MULCH EDGE AROUND ALL CURBS. TRENCH EDGES SHALL BE SMOOTH, FLOWING AND MATCH PLANTING PLANS. 3TABUSH SAME ROOT COVER AS (ISTED IN THE NURSERY (FOR B&O); )P OF ROOTBALL TO BE FLUSH WITH NISHED GRADE (FOR CONTAINER ANTS) ULCH AS SPECIFIED INISH GRADE 4CKFILL WITH SHRUB BED MIX AS PECIFIED OTE: SHRUB BED TO BE PREPARED AND ILLED TO A DEPTH AS INDICATED IN ENERAL LANDSCAPE NOTES &B SHRUBS TO HAVE TOP 4" OF URLAP CUT AWAY FROM ROOTBALL AND EMOVED AFTER PLANT IS SET IN LANTING HOLE uONTAINER SHRUBS TO HAVE ROOTBALL SCORED VERTICALLY 3' O.C. (TO A DEPTH OF 11. NOTE: ALL PLANT MATERIAL TO BE PRUNED AND SHAPED. CONTRACTOR TO REMOVE ALL INAPPROPRIATE BRANCHES AND LIMBS. LANDSCAPE ARCHITECT IS THE SOLE JUDGE OF THE EXTENT OF PRUNING AND SHAPING. 0"o3� TYP. TREE PLANTING ON SLOPE L9 -02 / SECTION 6 TYP. SOD INSTALLATION SCALE: 3/4" = V -0" L9 -02 SECTION 9 TYP. PLANT BED /TREE TRENCH EDGE DETAIL L9 -02 j SECTION SCALE: 1-1/2" = V -0" PINE STRAW EDGE 3" DEPTH, 12" WIDTH (AROUND ENTIRE BED) TRENCH EDGE 18" DRAIN GRATE NOTE: ALL PROJECT DRAIN GRATES LOCATED IN PERVIOUS AREAS ARE TO BE INSTALLED WITH DECORATIVE GRAVEL AS SHOWN IN DETAIL 10, THIS SHEET. THIS APPLIES TO ALL LANDSCAPE DRAIN INLETS AND ALL CIVIL DRAIN GRATE INLETS. MULCH NOTE: MULCH IS TO BE PULLED 6" AWAY FROM TRUNK OF ALL TREES AT TIME OF INSTALLATION AND MAINTAINED THUSLY. x 3'x 8' WOOD STAKE IBBER HOSE SHEATH EE WRAP ILCH (TYP) AS SPECIFIED TABUSH SAME ROOT COVER EXISTED IN THE NURSERY SOIL SAUCER 1CKFILL AS SPECIFIED IN BACKFILL 'HEDULE THIS SHEET )MPACT TO PREVENT SETTLING IOSEN SUBGRADE, REMOVE IMPERVIOUS -BRIS, RECOMPACT TO 759: SCALE: 3/8" = 1' -0" SOD (INSTALLED SO THAT ROOT LAYER IS 1' BELOW ADJACENT PAVEMENT) CULTIVATED SOIL PER BACKFILL/AMENDMENT SCHEDULE SOD NOTES: • SOD TO BE INSTALLED ON DAY OF DELIVERY TO JOBSITE • SOD TO BE KEPT MOIST AT ALL TIMES PRIOR TO INSTALLATION AND WATERED WITHIN 4 HOURS OF INSTALLATION • ONCE CULTIVATED, SOD BED IS TO BE ROLLED EVENLY AND TOP -RAKED • SOD IS TO BE ROLLED AFTER INSTALLATION SCALE: 1-1/2 99 = 1' -0" ANNUAL PLANTING (TYP.) 3" MULCH (PINE BARK MINI NUGGETS) UNDISTURBED SUBGRADE 10 TYP. ANNUAL FLOWER PLANTING DETAIL L9 -02 SECTION SCALE: 3/4" = V -0" GENERAL NOTES: • DO NOT ALLOW AIR POCKETS TO FORM DURING BACKFILLING. • ALL PLANTINGS TO BE WATERED WITHIN 4 HOURS OF INSTALLATION. • TREE TRUNKS TO BE SET ABSOLUTELY PLUM. • SEE ADDITIONAL NOTES L9 -01 FOR INFORMATION REGARDING PLANT AVAILABIUTY /SUBSTITUTIONS, WIRE BASKETS, MULCH, TRUNK FLARE, ETC. • ALL OTHER PROVIDED NOTES CONTAINED WITHIN PLANS AND SPECIFICATIONS ARE TO BE ADHERED TO. BACKFILLZAMENDMENT SCHEDULE: TREES: 1/4 NATIVE SOIL, 1/4 FULLY DECOMPOSED ORGANIC MATTER, 1/2 TOPSOIL (BACKFILL PER TREE). MIX BACKFILL THOROUGHLY. SHRUBS /G.C. 8' FULLY DECOMPOSED ORGANIC MATTER, 4' TOPSOIL (ALL TILLED COMPLETEY INTO SHRUB BED AS SPECIFIED IN GENERAL LANDSCAPE NOTES). ANNUALS: 1/4 CLEAN, COURSE- GRAINED SAND, 1/4 PEAT MOSS, 1/4 TOPSOIL, 1/8 VERMICULITE, 1/8 FINE -MILLED COMPOSTED PINE BARK (COMPLETE MAKEUP OF ANNUAL BED). SOD: 8• FULLY DECOMPOSED ORGANIC MATTER, 4" TOPSOIL (ALL TILLED COMPLETEY INTO SOD BED. NOTE.• A SOIL TEST IS TO BE OBTAINED PRIOR TO PLANTING. SOIL IS TO BE AMENDED WITH LIME, FERTILIZER, ETC. PER TEST REPORT SPECIFICATIONS. AMENDMENTS TO BE ADDED DURING CULTIVATION PROCESS. ADDITIONALLY, PLANTINGS TO BE AMENDED WITH 'OSMOCOTE PLUS 15 -9 -12' (AT A RATE PER MANUFACTURER'S SPECIFICATIONS). MATERIAL TO BE TILLED INTO SHRUB /ANNUAL BEDS AT TIME OF PREPARATION. FOR TREES, MATERIAL IS TO BE MIXED THOROUGHLY WITH BACKFILL MATERIAL (PER TREE) PRIOR TO INSTALLATION. MULCH SPECIFICATION: TYPE: SHREDDED HARDWOOD MULCH FROM A LOCAL SOURSE DEPTH: 4" IN ALL LOCATIONS NOTE: ANNUAL BEDS TO BE MULCHED PER 'ANNUAL FLOWER PLANTING' DETAIL - BRACE SET PALM TREE PLUMB IN PLANTING PIT. TREE PRUNE AND TIE FRONDS WITH HEMP TWINE. STAKE REMOVE ANY BROKEN OR DAMAGED �a p BRANCHES. 1200 V D TWO LAYERS OF BURLAP TO PROTECT �� TRUNK AS SPECIFIED. PLAN TWO GALV. STEEL BANDS TO SECURE NTS BATTENS AS SPECIFIED. FOUR 2' X 6" X 12" P.T. WOOD BATTENS AS NOTES: SPECIFIED. 1. SEE PLANS AND 3 - 2' x 4" x 8' P.T. WOOD BRACES AS SPECS. FOR PALMS WITH SPECIFIED. CUT TO FIT WOOD BATTENS AND BOOTS TO REMAIN ON TRUNK. STAKES. DRILL OR NAIL TO STAKES AND BATTENS. DO NOT NAIL BATTENS TO TRUNK. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE REMOVE BURLAP FROM UPPER 113 APPROVED BY OF ROOTBALL LANDSCAPE ARCHITECT. - MULCH LAYER AS SPECIFIED. 3. CONTRACTOR SHALL ASSURE TEMPORARY SOIL BERM TO HOLD WATER. PERCOLATION OF � ALL PLANTING PITS I N Uj PRIOR TO ' = 2"X4" X 3' LONG P.T. WOOD ANCHOR INSTALLATION. STAKES AS SPECIFIED. FINISH GRADE 12' CLEAN COARSE SAND BACKFILL AS SPECIFIED. UNDISTURBED SUBGRADE. SET ROOTBALL ON UNDISTURBED SUBGRADE. 7 TYPICAL DRAIN GRATE STONE INSTALLATION L9 -02 SECTION SCALE: 3/4" = 1' -0" DRAIN GRATE DECORATIVE ROCK IN MIXED BROWN EARTHTONES RANGING IN SIZE FROG TO 6" TURF 4" TRENCH 11 TYPICAL DRAIN GRATE STONE INSTALLATION L9 -02 SECTION SCALE: 1 1/2" = V -0" THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.TH E PR ESTO N PARTN E RS H I P.CO M CONSULTANT SEAL David Yung . fir. � 6"W �. •f, 2015.11.19 14:26:26 fir j�• .... •��.�1 L — � � 05 00 FLORIDA LICENSE #AR -92455 FLORIDA BUSINESS LICENCE NO.: Landscape Architecture: LC26000312 PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 rurc IBEW PENSION BENEFIT FtM/ WAITER SPRNGS HOLDNGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 O ISSUE DATE SITE PLAN SUBMITTAL 09/04/2015 SITE PLAN RESUBMITTAL 10/13/2015 SITE PLAN RESUBMITTAL 11/20/2015 DATE JOB NUMBER DRAWN BY — CHECKED BY SHEET TITLE 1355302 JSP SMM PLANTING DETAILS SHEET NUMBER L9-02 COMMENTS NOT ISSUED FOR CONSTRUCTION � 2015 The Preston PaMeBhip, LLC 1 Y2" 3�4» 1" IF THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAILi cid @atlantic.net Teti (386) 424 -0027 SEAL r PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR -1 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florlda EMAIL, cid@atlanticnet Teti (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR -2 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ Jrrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florlda EMAIL, cid @atlantic,net Tet: (386) 424 -0027 SEAL r PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR -3 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC ■ �u K10 0 0 0 4" V n mpl—k) 01PIR 2%2" 6" &(2)2" 61.1 47.0 58.2 mmmmmmmmmmmm THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL: cid @atlantic,net Teb (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-4 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC 299 299 299 2" 2" - - - - - -r - T- - - ---- 279 1 t t t t t t t t t t t t t t t t t t 1 t t t t 2" THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL: cid @atlantic,net Tet: (386) 424 -0027 SEAL �4� q PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE II II R -5 1 +--2" I -2„ I I 1 1 SHEET NUMBER 1" COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC i 1 Y4„ 1" 51 58.7 22 1 %2•• 1„ 73.9 23 2'• 3�4" 2)) 2„ 299 2„ 2„ 2„ 1 t t t t 3 /4rr 6 " &2" II I I 2" a 13/4» 6 " &(2)2" ' 2„ 3/4» ' 3/4" 299 mm i i i i i i 3» 1» 2" 3//4 1V4" v mmmmmm 6,4 &2 3/4 "\ 211 v THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid @attantic.net Teti (386) 424 -0027 SEAL cl PROJECI WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR -6 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC 1 Y4 \ \ 4" \� 2Y2" \ 51.3 21 \ \ 1%2" \\ \ i / 3/4'L. o 2„ ,4" 1Y4" 1Y >, �/4 2" 6 ",4" &2" 3/4„ i /4„ 2Y2" 3 Mil a 1 Y4 2)f 2" 3/4" E 3/4 "� a EA F-J, 0 1" 1" 1Y4„ • 3/4" � i i i i i 3/4" � -A o i 1 \ \ \ \6„ &2„ • 3/4„ \\ 3/4„ 2Y2" 4,> 3/4" 1 Y4 i „ \\6"&2" 2 • " � 3/4" \ 6 ",4" &2" ' a 3/4„ 1 Y4" FS 2Y2„ BF 1 Y2" 3/4" a o m �o 0 • a ®Oo o a � � � o o Oo 0 Oo 0 2 2Y2„ 0 2„ Oo O 0 0 9 O 3/4» 2" 2" a 4„ &2„ /4„ Y2„ THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florlda EMAIL, cid@atlanticnet Teti (386) 424 -0027 SEAL PROJECI WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR -7 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC Fit i l� u u v coo 3�4 >, FT11 1,> 1Y4" I a 3/4" „ 2Y2" 1 Y2„ 4 1Y2" _ -- 3�4„ - -- / I 1Y4„ 3�4„ AAK L 6" &2" — — I w w I* w w mmm 6" &2" mm 3�4» 2» 3�4„ 1» 2» 0 rm 4 60.5 1 Y2„ 12 61.9 2" 3�4„ 1 Y2" mmm/-lmmm 2') 1" 1Y4 Y 4'�1 1 ftl 6 ",4 " &2— — 3�4 I� 3 2„ a a a �-- _ 3�4" 1 Y4" 3�4" 1„ 211 4" 1" 0 1" --- - - - - -- -- - - - - - - - - — — — - 6 " &(2)2„ 3�4„ 58.4 13^ 1 %211 5 31.2 1 /2„ 0 3�4„ 2" 1Y4'% I —` 3/4"� — T— — — — wwwwwwwwwwwwwwwwwww I I I /,-a ------ 1 9V911 CE �4 on Y2" „4 , ill on THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL: cid @attantic,net Tet: (386) 424 -0027 SEAL PROJECI WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-8 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION CU 2015 The Preston Partnership, LLC FL M,4 1-21 2" 6 69.5 2'1 14 31.4 1 /2 4" 4" — — _ = =f699&299 I SIP t• t• 0 3�4 0 a u O 0 0 0 �I�� mm „ II 211 r77 4 112„ \\ 2„ mmmmFlmm n o 4\\ \ F —77 - I — a 3/4» 3/4" 3/4" 4„ 3/4" 3/4" K K K _ 3�4" 1" 3/4'> 3/4 \\ 2„ 2„ i a a 3�4» ­11 I - 2 "--+ 1 3�4,, a 3�4" 2 iA�� G Cam' o 4 FL M,4 1-21 2" 6 69.5 2'1 14 31.4 1 /2 4" 4" — — _ = =f699&299 I SIP t• t• 0 3�4 0 a u O 0 0 0 �I�� mm „ II 211 r77 4 112„ \\ 2„ mmmmFlmm n o 4\\ \ F —77 - I — a 3/4» 3/4" 3/4" 4„ 3/4" 3/4" K K K _ 3�4" 1" 3/4'> 3/4 \\ 2„ 2„ i a a 3�4» ­11 I - 2 "--+ 1 3�4,, a 3�4" 2 iA�� Amu 2" \\ o \ \ \� 4„ 8 3.5 \ 1 7 9.5 1" 2" a 2„ a a 2 "� a a 00 61 U 19 3/4 "- 2" 2" 2„ 3�4 THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid @atlantic,net Teb (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-9 SHEET NUMBER FE_ COMMENTS NOT ISSUED FOR CONSTRUCTION CU 2G1 � The Creston partnership, LLC G O O Amu 2" \\ o \ \ \� 4„ 8 3.5 \ 1 7 9.5 1" 2" a 2„ a a 2 "� a a 00 61 U 19 3/4 "- 2" 2" 2„ 3�4 THE PRESTON PARTNERSHIP, LLC A MULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid @atlantic,net Teb (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-9 SHEET NUMBER FE_ COMMENTS NOT ISSUED FOR CONSTRUCTION CU 2G1 � The Creston partnership, LLC 1" _1 0 O 6 " &2" OO \ Oo \ Oo \\ o 0 0 \ o 0 \ Oo 00 \ 1 Y4„ \ Oo \ 1 Y2" \ Oo Oo \ o \ O \ \ 0 \ 0 \ 0 \ O \ �O \ \ \ 2„ \ \ a \ \ \ \ 1 Y2" \ \ \ 2" \ \ \ \ \ \ \ 4„ \ \ \ \ 2" mm 2" 1Y2 2" <<4 l www1www 1" THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid@atlantic,net Teti (386) 424 -0027 SEAL i 1� z PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-10 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC m 1A" 1" 1" 3�4» 3" i� THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cld @atlantic.net Teb (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-1 1 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC no mm. m I m 2Y2" 2" ltmmmmmmmm m m m mmam 2„ 1 Y2" m THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cld@atlantic,net Teti (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-12 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC 1 Y2" m 1A" 1Y4" 1" 1" 3�4» mmm mmmmmmm THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florlda EMAIL, cid @atlantic,net Teti (386) 424 -0027 SEAL PROJECT WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE IR-13 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS ® Rain Bird 1806 -PRS 15 Strip Series 48 LCS 30 0.49 4'x 15' ® Rain Bird 18OG -PRS 15 Strip Series 47 RCS 30 0.49 4'x 15' ® Rain Bird 18OG -PRS 15 Strip Series 241 SST 30 1 .2 1 4'x30' Rain Bird ESP- 32LXMEF 32 Station Controller Rain Bird 18OG -PRS 5 Series 1 2 180 30 0.20 5' -0 Rain Bird 18OG -PRS 5 Series 1 4 90 30 0.10 5' ® Rain Bird 180G -PR5 8 Series 1 83 180 30 0.52 8' ® Rain Bird 180G -PRS 8 Series 1 30 90 30 0.2G 8' ® Rain Bird 18OG -PRS 8 Series I G 120 30 0.35 8' 0 Rain Bird 180G -PRS 10 Series 1 14 180 30 0.79 10' Rain Bird 180G -PRS 10 Series I G 90 30 0.39 10' 10 Rain Bird 18OG -PRS 10 Series 1 3 120 30 0.53 10' ❑ Rain Bird 18OG -PRS 12 Series 1 3 3GO 30 2.GO 12' Ell Rain Bird 180G -PRS 12 Series 1 38 180 30 1.30 12' Rain Bird 180G -PR5 12 Series 1 17 90 30 O.G5 12' Rain Bird 18OG -PRS 12 Series 1 9 120 30 0.87 12' Rain Bird 180G -PRS 12 Series 1 1 270 30 1.95 12' Rain Bird 180G -PR5 15 Series 1 84 180 30 1.85 15' 0 Rain Bird 1806 -PRS 15 Series 1 10 90 30 0.92 15' 0 Rain Bird 180G -PRS 15 Series 1 10 120 30 1.23 15' Rain Bird 180G -PR5 G Series VAN I AdJ 30 G' ® Rain Bird 180G -PRS 8 Series VAN 19 AdJ 30 8' O Rain Bird 18OG -PRS 10 Series VAN 13 AdJ 30 10, ❑Q Rain Bird 18OG -PRS 12 Series VAN 20 AdJ 30 12' Rain Bird 18OG -PRS 15 Series VAN 35 AdJ 30 151 Rain Bird 181 2 -PR5 15 Strip Series 3 LCS 30 0.49 4'x 15' Rain Bird 181 2 -PR5 15 Strip Series 2 RCS 30 0.49 4'x 15' ® Rain Bird 181 2 -PRS 15 Strip Series 3G SST 30 1 .2 1 4'x30' Hunter MP 1000 1 210-270 40 14' Hunter MP 1000 22 90 -2 10 40 14' Hunter MF2000 14 90 -2 10 40 1 9' 1B Hunter MP3000 I G 90-210 40 30' ® Hunter MP800SR 9 AdJ 40 10, QT Hunter MP Corner 9 AdJ 40 13' ® Hunter MP Strip I LCS 40 0.22 5'x 15' ® Hunter MP Strip 3 RCS 40 0.22 5'x 15' 8 Rain Bird 1401 Bubbler 22 3GO 30 0.25 1' Two Rain Bird 1401 Bubbler 133 3GO 30 0.50 1' Rain Bird SB- 180 -SPYK in pot see detail 8 180 30 0.10 1' SYMBOL MAN U FACTO RER/MODEUDESCRI PTION QTY a Two Rain Bird PCT- 10 Single Outlet Emitter 309 Area to Receive Dripline Rain Bird XFD -09 -1 2 at I G" row spacing 37,000 s.f. SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY Rain Bird PGA in 12" Valve Box 19 O Rain Bird XCZ- PRB -COM in Jumbo Valve Box 10 �I Clow 3" Gasket Isolation Valve in 12" Valve Box 5 BF Wilkins 975XL 2" Backflow Preventer I © Rain Bird ESP- 32LXMEF 32 Station Controller I QS Rain Bird RSD -BEx Rain Sensor I OM Water Meter 2" 1 Irrigation Lateral Line: PVC Class I GO 18,500 I.f. Irrigation Mainline: PVC 3" Class 200 SDR 2 1 Gasket 2,000 Lf. Pipe Sleeve: PVC Schedule 40 Extend sleeves 18 inches beyond edges of paving or construction. IRRIGATION CONTRACTOR RESPONSIBLE FOR THEIR OWN TAKE OFF IRRIGATION NOTES: 1, THE PLANS AND DRAWINGS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED, SOME COMPONENTS MAY BE SHOWN OUTSIDE THE WORK AREA FOR CLARITY, THE WORK SHALL BE EXECUTED IN A MANNER TO AVOID CONFLICTS WITH UTILITIES AND OTHER ELEMENTS OF CONSTRUCTI ❑N, INCLUDING LANDSCAPE MATERIALS. ALL DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE BEING INSTALLED, THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY ASPECT OF THE IRRIGATION SYSTEM AS SHOWN ON THE PLANS AND DRAWINGS, WHEN IT IS OBVIOUS IN THE FIELD THAT ❑BSTRUCTI ❑NS, GRADE DIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN OF THE IRRIGATI ❑N SYSTEM, IN THE EVENT THAT NOTIFICATION OF THE CONFLICT IS NOT APPROVED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS. 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, IRRIGATION SYSTEM SPECIFICATIONS AND ALL CONTRACT DOCUMENTS, THE CONTRACTOR SHALL COMPLY WITH ALL PREVAILING LOCAL CODES, ORDINANCES, AND REGULATI ❑NS, 3. CONTRACTOR SHALL VERIFY ALL SITE C❑NDITI ❑NS, INCLUDING UTILITY LOCATIONS, BEFORE INSTALLATION OF THE IRRIGATION SYSTEM, ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THE PLANS - CONTRACTOR TO VERIFY, C ❑ORDINATE ALL IRRIGATI ❑N SYSTEM CONSTRUCTI ❑N WITH EXISTING AND NEW PLANTINGS TO AVOID CONFLICT OR INTERFERENCE WITH LOCATION OF PIPING, SLEEVING, CABLES, AND SERVICE UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION WITH ALL OTHER CONSTRUCTI ❑N ON SITE, ESPECIALLY LANDSCAPE INSTALLATION, IRRIGATION SYSTEM SHALL BE RELOCATED AT NO ADDITIONAL COST FOR ANY CONFLICT WITH LANDSCAPE INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR EXISTING CONDITIONS. ALL COMPONENTS THAT ARE NOT CONTAINED WITHIN THE SPECIFIC AREAS SHOWN OR CALLED OUT ON THE DRAWINGS WILL NOT BE ACCEPTED, ALL PIPING AND OTHER COMPONENTS ARE TO REMAIN WITHIN THE PROPERTY OF THE OWNER, 4. WHERE EXISTING OR NEW TREES, LIGHT STANDARDS, SIGNS, ELECTRONIC CONTROLLERS AND /OR OTHER OBJECTS ARE AN OBSTRUCTION TO AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN PROPER COVERAGE OF AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN THE PROPER COVERAGE WITH ❑UT DAMAGING THE OBSTRUCTION, OWNER'S REPRESENTATIVE SHALL DETERMINE WHETHER AN OBSTRUCTION OCCURS OR NOT. 5. COMPONENT SPACING ARE MAXIMUM, DO NOT EXCEED SPACING SHOWN OR NOTED ON THE PLANS, COMPONENT SPACING MAY BE ADJUSTED TO ACCOMMODATE CHANGES IN TERRAIN AND PLANTING LAYOUT AS LONG AS THE MODIFIED SPACING D❑ NOT EXCEED THE SPACING SHOWN IN THE PLANS, UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PR ❑VIDE 100% COVERAGE, 6. ALL MATERIALS AND EQUIPMENT SHOWN SHALL BE NEW AND INSTALLED AS DETAILED ON THE PLANS. IF THE DRAWINGS DO NOT THOROUGHLY DESCRIBE THE TECHNIQUES TO BE USED, THE INSTALLER SHALL FOLLOW THE INSTALLATION METHODS AND INSTRUCTIONS RECOMMENDED BY THEIR MANUFACTURER, 7. THE LOCATION OF THE IRRIGATION MAINLINE SHALL BE IDENTIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION, 8. IRRIGATI ❑N CONTRACTOR SHALL ADJUST ALL SPRINKLERS, CONTROLLER AND OTHER DEVICES TO OBTAIN SPECIFIED OPERATING PARAMETERS, INCLUDING COVERAGE, OPERATING PRESSURE, FLOW RATES AND OPERATION TIME, AS INDICATED ON THE DRAWINGS AND IN THE IRRIGATION SYSTEM SPECIFICATI ❑NS, 9. CONTRACTOR TO PR ❑VIDE INSTALLATI ❑N SHOP DRAWINGS AND MANUFACTURER PRODUCT INFORMATI ❑N FOR ALL IRRIGATION COMPONENTS, ALL INSTALLATIONS SHALL BE AS RECOMMENDED BY MANUFACTURERS, THE QUANTITIES SHOWN IN THE LEGENDS AND SYMBOL SHEETS SHALL NOT BE USED FOR BIDDING PURPOSES, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A COMPREHENSIVE MATERIALS TAKEOFF TO DETERMINE THE ACTUAL QUANTITIES OF MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED IN THE DOCUMENTS, 10. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN, DEBRIS -FREE MATERIALS, CLEAN SAND SHALL BE USED FOR BEDDING MATERIAL IF PARENT SOIL CANNOT BE ADEQUATELY RID OF ROCK AND OTHER EXTRANEOUS DEBRIS, PULLING PIPE SHALL BE PROHIBITED, 11. IRRIGATI ❑N MAINLINE SHALL HAVE DUCTILE IR ❑N FITTINGS FOR CHANGE OF DIRECTION AND GASKET PVC SERVICE TEES FOR ALL VALVE LOCATIONS, INSTALL LEEMCO RESTRAINT FITTINGS FOR MAINLINE ISOLATION VALVES, THRUST BLOCK ALL MAINLINE CHANGE OF DIRECTION FITTINGS, 12. ALL SOLVENT WELDING SHALL BE PRECEDED BY PRIMING OF THE FITTINGS AND PIPE AS RECOMMENDED BY THE MANUFACTURER, 13. IRRIGATI ❑N CONTRACTOR TO LABEL ALL VALVE BOX COVERS WITH THE CORRESPONDING CONTROLLER ZONE NUMBER, NUMBERING SIZE 1 ", PR ❑VIDE TAGS TO ALL VALVES AS SHOWN PER DETAILS, 14. CONTRACTOR TO PLACE TREE BUBBLERS AT OUTER EDGE OF ROOT BALL, NOT OUTER EDGE OF PLANTING HOLE, 15. THE TWO -WIRE PATH FOR CONTROLLER SHALL BE PAIGE MAXI 14 -2 COMMUNICATION CABLE 14 AWG DIRECT BURIAL OR APPROVED EQUAL LAID BELOW THE IRRIGATION MAINLINE, INSTALL RAINBIRD FD -TURF DECODERS AT ALL VALVE LOCATIONS. GROUND DECODERS PER MANUFACTURE SPECIFICATIONS. 16. ALL CONNECTIONS FROM THE 2 -WIRE PATH TO THE DECODERS GROUND RODS, GROUND PLATES AND CONTROLLER SHALL BE WITH 3M DBR -6 WIRE CONNECTORS, ALL CONNECTI ❑NS BETWEEN THE S ❑LEN ❑ID VALVES AND DECODERS SHALL BE WITH HIT DBC -Y CONNECTORS, WHERE ADDITIONAL WIRE IS REQUIRED FROM THE DECODER TO THE CONTROL VALVE S ❑LEN ❑ID, THE WIRE SHALL BE DIRECT BURIAL STANDARD PAIR 14 AWG. 17. LOCATE ALL VALVES WITH A MINIMUM OFFSET OF 3' -0" FROM BACK OF CURB OR EDGE OF PAVEMENT. 18. ALL VALVES (SOLENOID, GATE, ISOLATION, AIR RELIEF AND FLUSH), SURGE PROTECTORS AND FILTERS SHALL BE LOCATED WITHIN THE SPECIFIED VALVE BOXES, 19. ALL IRRIGATION LINES UNDER PAVEMENT SHALL BE INSTALLED WITHIN SCH 40 PVC SLEEVES AS NOTED, IRRIGATION COMMUNICATION CABLE SHALL HAVE IT'S OWN SEPARATE SLEEVE UNLESS NOTED OTHERWISE, 20. ALL UNSIZED PIPE SHALL BE 3/4 ". 21. IRRIGATI ❑N CONTRACTOR SHALL HAVE ALL ZONE FLOWS LEARNED BY THE CONTROLLER AND HAVE CONTROLLER CAPABLE OF OPERATING AUTOMATIC SHUT DOWN OF THE SYSTEM IN A EXCESSIVE FLOW EVENT, 22. IRRIGATI ❑N LATERAL LINES TO BE BURIED AT A DEPTH OF 16" UNLESS NOTED OTHERWISE, 23. IRRIGATI ❑N MAINLINES TO BE BURIED AT A DEPTH OF 20" UNLESS NOTED OTHERWISE, 24. ALL COMPONENTS INSTALLED BY THE IRRIGATION CONTRACTOR, SHALL BE LOCATED ON THE "AS- BUILT" DRAWINGS, THE EXACT LOCATION AND DEPTH BELOW FINISH GRADE OF ALL COMPONENTS SHALL BE NOTED ON THE "AS- BUILT" DRAWINGS, 25. IRRIGATI ❑N CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. C ❑PIES OF THE PERMITS SHALL BE SENT TO THE LANDSCAPE SUPERVIS ❑R. WORK IN THE RIGHT OF WAY SHALL CONFORM TO THE STANDARDS AND SPECIFICATI ❑NS OF LOCAL AND /OR STATE HIGHWAY JURISDICTI ❑N. 26, INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY FLOW OF VEHICULAR TRAFFIC AND COMPLETION OF ALL WORK ON THE SITE, 27. INSTALL NIBC❑ ISOLATION VALVE BEFORE ALL GROUPS OF REMOTE CONTROL VALVES PER DETAIL, 28. MAINLINE AND LATERALS SHOWN FOR CLARITY PURPOSES, ALL IRRIGATI ❑N LINES TO BE WITHIN RIGHT OF WAY AND IN LANDSCAPE AREA. THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT Crawford Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid @atlantic,net Teb (386) 424 -0027 SEAL PROJECI WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE I R -14 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC TOP VIEW COPPER GROUND PLATE (4" X 96" X.0625") CDR A10- 1015 -12 VALVE BOX #10 AWG SOLID BARE COPPER WIRE - 8' 8D' -12„ INSTALL ANY OTHER WIRES OR CABLES WITHIN THE SPHERE OF INFLUENCE ELECTRODE SPHERE OF c INFLUENCE a \ BOUNDARIES ❑® SIDE VIEW CONTROLLER - WIRE CONNECTION TO CONTROLLER BY CADWELD CONCRETE PAD FINISH GRADE OR TOP OF MULCH VALVE BOX CADWELD CONNECTION CLEAN COMPACTED BACKFILL 1 1 OF 3 2" X 4" X 8" CONCRETE o BRICKS, TAMP & LEVEL 11' MIN. / COPPER GROUND PLATE 30" MIN. 10' PVC CONDUIT EARTH CONTACT 12' #10 AWG SOLID BARE COPPER WIRE MATERIAL NON -WOVEN FILTER FABRIC ATTACH TO VALVE #10 AWG SOLID BOX WITH DUCT TAPE, PROVIDE 4" OF OVERLAP BARE COPPE WIRE GROUND ROD INSIDE DR A10- 1015 -12 NOTES: VALVE BOX - SEE G UND ROD DETAIL 1. IRRIGATION CONTROLLERS AND THE LAST SOLENOID VALVE ON EACH TWO -WIRE PATH SHALL BE GROUNDED WITH A GROUND PLATE 2. ALL GROUNDING CONNECTIONS TO BE MADE BY THE USE OF CADWELD CONNECTIONS GROUND PLATE DETAIL N.T.S. PROVIDE MEASUREMENTS FROM 2 REFERENCE POINTS TO STUB UP ON THE AS -BUILD DRAWING SLEEVINO ROUGH -IN DETAIL SCALE:NTS SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 'PIPE END AND STAKE STUB -UP ZK BACK OF CURB ER PIPE STUBBED UP E END OF SLEEVE I An PVC RI FFVF 1,17F PPP PI AN LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM IRREGULAR AREA DIPLINE LAYOUT NOT TO SCALE " " SIT COMPRESSION TEE CAPE DRIPLINE TUBING WN STAKE MULCH FINISH GRADE NOTE(S): IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING - "AIR RELIEF VALVE KIT -AR VALVE KIT "). LANDSCAPE DRIPLINE 2" BELOW MULCH WITH EASY FIT TEE - POTABLE SYSTEM NOT TO SCALE LAT SPRAY HEAD AND ROTOR �II�II TYPICAL . AROUND FITTING, TYP. FITTING, TYP. BLOCK TYP. UNDISTURBED -CONCRETETHRUST SOIL, CROSS - 1. SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS AS SPECIFIED HEREIN 2. ALL CONCRETE TO BE WYE TEE 3,000 PSI • - STRONGER MIN. OF 2 C.F. PER THRUST BLOCK. BLOCK 4. FITTINGS TO BE WRAPPED POURING THE THRUST IN VISQUEEN BEFORE ELL THRUST BLOCK REINFORCEMENT LOCKING LID STAMPED MARK VALVE TYPE-,-8r NUMBER WITH 1" BLACK PAINT ON TOP OF LID LAMINATED VALVE IDENTIFICATION TAG FINISH GRADE COMPACTED CLEAN BACKFILL VALVE BOX LEVEL & FLUSH WITH GRADE OR - TOP OF MULCH RAINBIRD PESB ELECTRIC SOLENOID VAt1 AS SPECIFIED SCH 40 PVC VALVE CONNECTING NIPPLE V SCH 80 PVC THREADED FITTING & UNION. TIGHTEN TO TORQUE RECOMMENDED BY MANUFACTURER CONTROL WIRE NOTE: FITTINGS SHALL BE SIZED TO THE VALVES INLET OPENINGS %UP SPRAY HEAD INSTALLED AT ISH GRADE AT 90 WATERING SCHEDULE MAK (2N.0 JUNUAY) - NOV ( 1ST SUNDAY) - WATER NOV ( 1ST SUNDAY) MAR (2ND SUNDAY) ZONE GPM USE PRECIP, RATE DAYS - MINUTES DAYS - MINUTES 1 36.8 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 2 59.5 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 3 16.1 MEDIUM .55" TUES / F - 60 MIN TUES - 60 MIN 4 60,5 LOW 1,1" TILES / F - 40 MIN TUES - 40 MIN 5 31,2 LOW 1.1" TUES / F - 40 MIN TUES - 40 MIN 6 69,5 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 7 9,5 MEDIUM .55" TUES / F - 60 MIN TUES - 60 MIN 8 3,5 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 9 58,2 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 10 47.7 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 11 61.1 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 12 61,9 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 13 58.4 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 14 31,4 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 15 57,5 LOW 1,1" TUES / F - 40 MIN TUES - 40 MIN 16 62.2 MEDIUM 1,58 " /hr TUES / F - 28 MIN TILES - 28 MIN 17 62,8 LOW 1,1" TILES / F - 40 MIN TUES - 40 MIN 18 69,0 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 19 67.9 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 20 66.1 LOW 1.1" TUES / F - 40 MIN TUES - 40 MIN 21 51.3 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 22 58,7 LOW 1,1" TILES / F - 40 MIN TUES - 40 MIN 23 73.9 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 24 5,0 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 25 11,5 LOW 1.1" TUES / F - 40 MIN TUES - 40 MIN 26 76,1 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 27 22,9 MEDIUM .55" TUES / F - 60 MIN TUES - 60 MIN 28 50.1 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN 29 73.2 MEDIUM 1,58 " /hr TUES / F - 28 MIN TUES - 28 MIN NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10100AM - 4:OOPM VARIABLE WIDTH FINISH G E COMPACTED jN, CLEAN FILL P NN 16" El 20„ j� \ \ \/ _ III / / /��/ -FLOW �� = III =III = I TOP OF _ LINE SIZED GATE VALVE: UP TO 2" RED & LATERAL \\ I I =III \ / / \\ / 2 "MIN. AIR GAP WHITE SERIES OR APPROVED EQUAL LINE 16 \ / " BELOW 000 0o O o0p� 0 O 0 o 0�0 IRRIGATION GRADE 0 0� MAINLINE 0 FINISH GRADE _ o�J U 0 o � ov O 0 0 o p 0 O CONCRETE PAVER BRICKS FOR SUPPORT AT O EACH CORNER. TAMP AND LEVEL I j= - \\ I =III / p 0 \� \� \ RAINBIRD 14-2 AWG NON -WOVEN FILTER FABRIC ATTACH TO \ \ / / \ //\ COMMUNICATION CABLE VALVE BOX WITH DUCT TAPE, PROVIDE 4" INSTALLED UNDER MAINLINE OVERLAP NOTES: 6" WASHED PEA GRAVEL, PROVIDE 2" GAP 1. DEPTH MEASUREMENTS ARE TO BE DONE FROM FINISH GRADE TO TOP OF PIPE. BETWEEN BOTTOM OF 2" GAP BETWEEN 2. PROVIDE A6" MINIMUM VERTICAL SEPARATION BETWEEN MAINLINES AND LATERAL LINES. BOTTOM OF VALVE AND TOP OF STONE VALVE CONTROL WIRE AND TOP OF STONE 3. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN SOIL FREE OF DEBRIS & NOXIOUS WEEDS. ELECTRIC SOLENOID VALVE WITH MANUAL GATE VALVE N.T.S. TRENCHING DETAIL N.T.S. THE PRESTON PARTNERSHIP, LLC AMULTI - DISCIPLINARY DESIGN FIRM SOUTH TERRACES 115 PERIMETER CENTER PLACE, SUITE 950 ATLANTA, GEORGIA 30346 TELEPHONE: 770 396 7248 FAX: 770 396 2945 WWW.THEPRESTONPARTNERSHIP.COM CONSULTANT CrawforJ Irrigation Design, Inc. IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida EMAIL, cid@atlantic,net Teti (386) 424 -0027 SEAL PROJECI WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 FOR IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS POLLACK SHORES ONE PREMIER PLAZA 5605 GLENRIDGE DRIVE NE, SUITE 775 ATLANTA, GA 30342 ISSUE DATE DATE 10- 12_2015 JOB NUMBER 1355302 DRAWN BY JAC CHECKED BY SHEET TITLE I R -15 SHEET NUMBER COMMENTS NOT ISSUED FOR CONSTRUCTION 2015 The Preston Partnership, LLC AESTHETIC REVIEW FOR WINTER SPRINGS APARTMENTS 201 MICHAEL BLAKE BLVD. WINTER SPRINGS, FLORIDA ATTAC INDEX: 01 COVER SHEET 02 SITE PLAN 03 CIVIL SITE PLAN 04 COLOR RENDERING 1 05 COLOR RENDERING 2 06 BUILDING TYPE A FLOOR PLAN 07 BUILDING TYPE A ELEVATION 08 BUILDING TYPE A ELEVATION 09 BUILDING TYPE B FLOOR PLAN 10 BUILDING TYPE B ELEVATION 11 BUILDING TYPE B ELEVATION 12 BUILDING TYPE 131 FLOOR PLAN 13 BUILDING TYPE 131 ELEVATION 14 BUILDING TYPE 131 ELEVATION 15 BUILDING TYPE C FLOOR PLAN 16 BUILDING TYPE C ELEVATION 17 BUILDING TYPE C ELEVATION 18 BUILDING TYPE C1 FLOOR PLAN 19 BUILDING TYPE C1 ELEVATION 20 BUILDING TYPE C1 ELEVATION 21 BUILDING TYPE C2 FLOOR PLAN 22 BUILDING TYPE C2 ELEVATION 23 BUILDING TYPE C2 ELEVATION 24 COLOR SELECTIONS 25 POOL COURTYARD PLAN 26 FIREPLACE ELEVATION 27 GARDEN WALL AND GATE 28 SIGNAGE IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS WINN INTERSPRING5 HOLDINGS INC. . NONE WINTER SPRINGS FL 9) ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 1 9 Y "All --'-P olo Is, NW Em Of lij� (0, PAO ovoks, I'v low- t • __j -A M WNSWIV Wilk qr# M vVilf, WOMANININIM 001C as 00, I'] fi j�����JJJJJ���� ��r_r,� -�I �j ',� f 1100, iIl 0 Jai iTRIAN TRAIL Rah SITE INFORMATION: TOTAL AREA: 12.4± AC PRIVATE LOTS: LOT 1: 2.95 AC LOT 2: 2.52 AC LOT 3: 1.93 AC TOTAL: 7.40 AC PUBLIC R -O -W: MICHAEL BLAKE BLVD: 1.84 AC TREE SWALLOW + PERIMETER RD: 3.16 AC TOTAL: 5.00 AC FUTURE DEVELOPMENT AREAS: LOT 4: 1.60 AC LOT 5: 1.37 AC LOT 6: 0.85 AC ZONING: TOWN CENTER (T5 - URBAN CENTER) SETBACKS: FRONT MINIMUM: 0 FT FRONT MAXIMUM: 8 FT REAR 3 FT SIDE MINIMUM: 0 FT SIDE MAXIMUM: 24 FT BUILDING HEIGHT: 2 STORIES MINIMUM, 5 STORIES MAX UNIT MIX: 1 - BED UNITS: 152 2 - BED UNITS: 109 3 - BED UNITS: 18 TOTAL: 279 UNIT COUNTS, EACH BLDG: BLDG 100,400,500 24 BLDG 200 20 BLDG 300,600,800 30 BLDG 700 34 BLDG 900 27 BLDG 1000 36 PARKING: SURFACE PARKING (ANGLED): 131 SURFACE PARKING (PARALLEL): 51 SURFACE PARKING (90 DEG): 186 TANDEM(GARAGE /SURFACE): 94 TOTAL: 462 PARKING RATIO: 462 SPACES/ 279 UNITS: 1.66 HANDICAP PARKING: REQUIRED (401 - 500): 9 PROVIDED: 10 IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS WINN INTERSPRING5 HOLDINGS INC. CIVIL SITE PLAN NONE WINTER SPRINGS FL 9) ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 3 Pension Benefit Fund WINTER SPRINGS APARTMENTS Winter Springs Holdings,lnc. COLOR RENDERING 1 Wintinn 100" WINTER SPRINGS, FL ■■ ■POLLACK SHORES THE PRESTON "T "" ` " °`° PARTNERSHIP, LLC Aesthetic Review Submittal 9 4 2015 Page 4 R... ... #1 10 -19 -2016 Pension Benefit Fund / WINTER SPRINGS APARTMENTS Winter Springs Ho I dings, Inc. COLOR RENDERING 2 1V WINTER SPRINGS, FL 1 ■■POLLACK SHORES THE PRESTON ""` SHORES PARTNERSHIP? LLC Aesthetic Review Submittal 9 4 2015 Page 5 R... ... #1 10 -19 -2016 T -Q. PARAPET 41'-4 718' TRUSS BEARING 324 718' �3 — 23' -3 314' LEVEL 02 LEVEL 01 — r -0" SIDEWALK GRADE 0' "2 BUILDING A SIDE ELEVATION SCALE: PRE-FINISHED CEMENTRIOUS DARK BRONZE DARK BRONZE CEMENTITIGUS DARK BRONZE ALUMINUM COPING LAP SIDING ALUMINUM RAILING VINYL WINDOW! BATTEN BOARD VINYL WINDOW T -D- PARAPET 718" TRUSS BEARING 32-4 718" LEVEL03 23'-3 314" LEVEL 02 1 — LEVEL 01 SIDEWALK GRADE . 0" BUILDING A FRONT ELEVATION TRUSS BEARING 32-4 71W LEVEL 23' -3 314" LEVEL 12'-7 718" LEVEL! 2' 0' .. SIDEWALK GRADE 0" DARK BRONZE CEMENTITIOUS DARK BRONZE DARK BRONZE DARK BRONZE CEMENTITIOUS DARK BRONZE PRE-FINISHED VINYL MNDOW LAP SIDING VINYL WINDOW ALUMINUM RAILING VINYL MNDOW BATTEN BOARD ANYL WINDOW ALUMINUM COPING �_ -,,) SCALE: 1115" = 1' -0" TRUSS BEARING 32'-4 ?18' _ LEVELfl3 23'23' -3 _ LEVEL 02 12' -7 LEVEL 01 K- SIDEWALKGRADE 0" I B W Pension Benefit Fund S BUILDING TYPE A ELEVATIONS S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page - __ -__ I iil!! jl 911M AIM ■ ■ Illllllllllilllll ■ ■ ■ ___ =1 - I------ I�IIIIIII� I VIII I ■ -_ III IIIIIII Ili! 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PARAPET CEMENTITIOUS CEME4TMOUS DARK BRONZE PRE•TTNISHED DARK BRONZE DARK BRONZE BATTEN BOARD LAP SANG VINYL WINDOW ALUMINUM COPING NNYL WINDOW ALUMINUM RAILING — ° _ TRUSS BEARING dL 32'-4 T LEVEL 03 23' -3 W4' J DARK BRONZE VINYL WINDOW LEVEL 02 12' -1 ?!8' .r LEVEL 01 S r -a' SIDEWALK GRADE . 0. 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SCALE 1" = 16'-0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 PagE Signed by 3 BACK OF BUILDING 1 3" 47' 31' -4" 9' -6" 25- 5112" 80'-111/2" SPRINKLER RISER ROOM 6-0" o - - - -� o _ _3 - YOGASNDIO - 670 SF x I FE C? MENS E-0 P OPEN BREEZEWAY 206 IF FITNESS AREA 1,336 IF CV CLUBIGAME ROOM JANITOR CLOSET 1,636 IF CD N WOMENS 4 CV NLI SF 1 ^ Co W CV ��� III AS 140 FTE OPEN BREEZEWAY - - -7tr III O) CEO W �� FE 1U UJLU1 CONFERENCE ROOM BUSINESS CENTER PARCEL STORAGE HVAC 2525F 2085F 143 IF ELEC. 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SCALE 1" = 16'-0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 18 1 TRUSS BEAF 1 32' -4 718" LEVEL 03 23' -3 -3 3!4" ` LEVEL 02 1' 12' -7 -7718" LEVEL 01 2' -0" SIDEWALK Gf 0" TRUSS BEA Y 32'-4 7!8" — ,k, LEVEL a3_ � 23�' -3 314" LEVEL �02 12' -7 7!8" J% LEVEL 01_ 2'_0" SIDEWALK i 0" BUILDING C1 SIDE ELEVATION SCALE: 1116" = 1'4' PRE - FINISHED {LARK BRONZE ALUMINUMCOPING VINYL WINDOW PRE•FINISHED CEMENTITIOUS DARK BRONZE UNIENTITIOUS DARK BRONZE ALUMINUM COPING LAP SIDING ALUMINUM RAILING BATTEN BOARD VINYL NANDOW DARK BRONZE ALUMINUM RAILING CEMENTITIOUS DARK BRONZE BATTEN BOARD VINYL WINDOW DARK BRONZE VINYL WIN DO'N T.O. PARAPET 41' -4 718' iS5 BEARING 32'-4 718" _LEVEL 03 23'-3 314' _LEVEL 02 IT-7 718" _LEVEL 01 2`-a" WALK GRADE 0' CEMENTITIOUS DARK BRONZE LAP SIDING VINYL VANDO'N BUILDING C1 FRONT ELEVATION SCALE: 1116" = V -0° 41'-4 718" SS BEARING 32'-4 718" LEVEL 03 23'-3 314' LEVEL 02 12'-7 718' LEVEL 01 2'-0' VALK GRADE 0' I B W Pension Benefit Fund S BUILDING TYPE C 1 ELEVATIONS e r S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page CEMENTITIOUS PRE•FINfSHED DART( BRONZE DARK BRONZE CEMENTITIOUS DARK BRONZE LAP SIDING ALUM INUM COPING VINYL WINDOW ALUMINUM RAILING BATTEN BOARD VINYL WINDOW TRUSS BEARING 32'-4 718" LEVEL 03 - 23' -3 314" 12' -7 718" _ T oo'laoal C� Gil il - �Y Oslo . .�' LEVEL 01 �jh. - z' -a" SIDEWALK GRADE 0" { I BUILDING C1 SIDE ELEVATION - 4 SCALE: 1116" =1' -a" DARK BRONZE CEMENTITIOUS DARK BRONZE VINYL WINDOW LAP SIDING VINYL WINDOW T.O. PARAPET 41'-4 7/8" TRUSS BEARING 324 7!8" LEVEL�� I I 'ii 23' -3 314" iF-11 III .j� LEVEL 02 lip 12'-7 7/8" •� I idI I LEVEL 01 2'-a" SIDEWALK GRADE 0" BARK BRONZE CEMENTIT1OU5 DARK BRONZE DARK BRONZE PRE•FINISHED VINYL WINDOW BATTEN BOARD ALUMINUM RAILING VINYL WINDOW ALUMINUM COPING BUILDING C1 BACK ELEVATION SCALE: I B W Pension Benefit Fund S BUILDING TYPE C 1 ELEVATIONS e r S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page D Z7 0 D w M A m = W M 4 m v CN co N C � - D 0 M N r co r_ - Z o G- w C � Z 3 BACK 0111111 170' - 10112" ■0 FRONT OF BUILDING 1 3 D Z7 D M N m = W M M rn ^ m co C L M °' 44 D 0 M r co r_ - Z rn C N Z SPRINKLER RISER ROOM IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS BUILDING TYPE C2 FLOOR PLAN WINTERSPRINGS HOLDINGS, INC. SCALE 1" = 16'-0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 21 39'- 8112" 1" 23'- 11112" 1" 24' -0" 1" 24' -0" 1.1 23'- 11112" 1" 34' -10" GARAGE (3) GARAGE (2) GARAGE (2) GARAGE (2) GARAGE (2) GARAGE (3) 13' -5" 12' -10" 13'- 5112" 12'- 2114" 11'- 9114" 12'- 3112" 11'- 8112" 12' -0" 12' -0" 11' 11" 12'- 0112" 11' -6" 11' -10" 11' -6" ARAG � I fol ARAG ARAG ARAG ARAG I I ARAG ARAG ARAG ARAG F - -� ARAG ARAG ARAG I I ARAG ARAG I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — J I I I I L — — J I I I I I L — — J L I I I I I L — — J — — J I I I I I I I I L — — J L — — J I I I I I I I I L — — J L — — J I I I I I I L — — -J L — — J I I I I L — — J RR I I I I I I I I L — — J L — — J PR PR DN DN DN DN DN DN DN DN DN DN DN o DN DN DN o - EKnin Tn ilk FITnTn TnT IIIIIIIIIII IJ L J LJlU L • O O O O O IIIIIIIIIII 11L11L11L1 �D ® ® o DO o �o ®�� o o 00 B2 I� Al I I A2 �I A2 Al I I B1 39'- 8112" 1" NN 23'- 11112" 1" 24' -0" 1" 24' -0" 1" 23'- 11112" 1" 34' -10" DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT 170' - 10112" DWELLING UNIT DWELLING UNIT ■0 FRONT OF BUILDING 1 3 D Z7 D M N m = W M M rn ^ m co C L M °' 44 D 0 M r co r_ - Z rn C N Z SPRINKLER RISER ROOM IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS BUILDING TYPE C2 FLOOR PLAN WINTERSPRINGS HOLDINGS, INC. SCALE 1" = 16'-0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 21 TRUSS BEAR 32' -4 7!8" LEVEL �03 19' 23' -3 314" LEVEL az_ 19' 12' -7 7!8" ` LEVEL a1_ 19' 2._0" jk SIDEWALK G 0" 2�, BUILDING C2 SIDE ELEVATION SCALE: 1116" =1' -0" PRE•FINIS14ED DARK BRONZE ALUM IN UM CO PING ONYL WINDOW PRE•FINISHED CEMENTITIOUS DARK BRONZE CEMENTITIOUS DARK BRONZE ALUMINUM COPING LAP SIDING ALUMINUM RAILING BATTEN BOARD VINYL WINDOW DARK BRONZE ALUMINUM RAILING CEMENTITEOUS DARK BRONZE BATTEN BOARD VINYL WINDOW DARK BRONZE VINYL WINDOW .O. PARAPET r. 41' -4 718• -F SS BEARING 32'-4 718' LEVEL 03 23' -3 314" _LEVEL 02 12' -7 718" —LEVEL 01 2'-0" VALK GRADE 0' CEMENTITIOUS DAPo( BRONZE LAP S ICING VINYL WINDOW BUILDING C2 FRONT ELEVATION SCALE: 1116" =1' -0" T.O. PARAPET 41'-4 718' RUSS BEARING 32'-4 7!8" LEVEL 03 z3' -3 3!4" LEVEL 02 12' -7 7!8" LEVEL 01 )EWALK GRADE . 0" I B W Pension Benefit Fund S BUILDING TYPE C2 ELEVATIONS S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 22 TRUSS BEARING 32' -4 7!8 -4 i!8" it LEVEL03 23' -3 314" LEVEL 02 4 12' -7 7/8' LEVEL 01 2'-0' SIDEWALK GRADE 0. BUILDING C2 SIDE ELEVATION SCALE: 1118" = 1' -0" DARK BRONZE CEMENTITIOUS DARK BRONZE DARK BRONZE PRE - FINISHED CEMENTITIOUS VINYL WINDOW BATTEN BOARD ALUMINUM RAILING VINYLWINDOW ALUMINUMCOPING LAP SIDING oio a?o o 0 0 D�!0 i0 7 0600'0 dcodiob 4- WWI DARK BRONZE CEMENTITIOUS VINYL WINDOW LAP SIDNG r r ■ I��III IIIII�e� "..11.•.•. r r DARK BRONZE VINYL WEN DOW DARK BRONZE VINYL WINDOW CEMENTITIOUS BATTEN BOARD T.G. PARAPET 41'-4 718' TRUSS BEARING 32'-432'-4 718' LEVEL 03 , 23' -3 314' LEVEL 02 12'-7 718' LEVEL 01 SIDEWALK GRADE t 0' DARK BRONZE DARK BRONZE PRE- FINISHED ALUMINUM RAILING VINYL WINDOW ALUMINUM COPING I. PARAPET ■ ■ � � ■III 4114 718' -w S BEARING 32'-4 718' LEVEL 03 23'-3 314" LEVEL 02 12W 718' LEVEL 01 #LK GRADE 3 a' I B W Pension Benefit Fund S BUILDING TYPE C2 ELEVATIONS S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 23 jffll�j �i�IM I Illllllilllllllllll1! M MIMI] ■I ■ ■! ■ ■_ ■ ■■■�■ ■ ■I ■ ■111 1WER � ■ ■ � �I�' o oil I DARK BRONZE VINYL WEN DOW DARK BRONZE VINYL WINDOW CEMENTITIOUS BATTEN BOARD T.G. PARAPET 41'-4 718' TRUSS BEARING 32'-432'-4 718' LEVEL 03 , 23' -3 314' LEVEL 02 12'-7 718' LEVEL 01 SIDEWALK GRADE t 0' DARK BRONZE DARK BRONZE PRE- FINISHED ALUMINUM RAILING VINYL WINDOW ALUMINUM COPING I. PARAPET ■ ■ � � ■III 4114 718' -w S BEARING 32'-4 718' LEVEL 03 23'-3 314" LEVEL 02 12W 718' LEVEL 01 #LK GRADE 3 a' I B W Pension Benefit Fund S BUILDING TYPE C2 ELEVATIONS S p r i n g s H o l d i n g s ,Inc . WINTER SPRINGS APARTMENT NONE SCALE 1" = 16' -0" WINTER SPRINGS, FL ...POLLACK SHORES THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 23 SW 6235 Foggy day Scheme 1 SW 6236 Scheme 1 Grays Harbor SW 7622 Scheme 2 Homburg Gray SW 7062 Rock Bottom Scheme 2 SW 6200 Scheme 3 Link Gray SW 7061 Night Owl Scheme 3 NMI imil SW 7046 Anonymous SW 7047 Porpoise SW 7020 Black Fox X Lai MCI ■■ ■ ■■ ,iiii a's a llilllli 11111,, 111N1 I an M■■ on ■■ ■ loins �� �� liI�IIII�III ■■ ■ !! POOL FENCE AND GATE, TYP. COLORED SCORED CONCRETE OUTDOOR KITCHEN PAVER POOL DECK 1300 SQ.FT. POOL PLANTER POT, TYP. CABANA, TYP. FIREPLACE POOL EQUIPMEN IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS POOL COURTYARD PLAN S WINTERS PRINGs HOLDINGS, INC. SCALE 1" = 10'-0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 25 9' N IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS FIREPLACE ELEVATION S WINTERS PRINGs HOLDINGS, INC. NONE WINTER SPRINGS FL 9) ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 26 MASONRY PIER W/ STUCCO FINISH 2 "x2" GALVANIZED STEEL FRAMING 3 1/2" EXTERIOR SCONCE LIGHT 2' -2" -2„ RECESS WITH 6X6 PORCELAIN TILE FINISH COLOR TO ...., .. MATCH SHERWIN WILLIAMS SW 6879 "DARING" SUB MIT SAMPLES FOR LANDSCAPE ARCHITECT APPROVAL SEF- CLOS I NG G AT E W ITH M A GN A SAFETY MASONRY WALL W / STUCCO FINISH COLOR TO MATCH SHERWIN WILLIAMS SW 7006 "EXTRA WHITE" LATCH (OR EQUAL). LOCATE TT ::. TYA F ON COURTYARD SIDE 0 GATE A ND 3' TOP F AT BELOW O O GATE. GATE E T OBE IP ITHAKYF OB FOR RA CCESS E U ED W E 0 D O RAI T A RAISED .STUCCO UCCO 6 ND M 3 - HEAVY DUTY GALVANIZED STEEL :CID HINGES i 1"x1" STAINLESS STEEL WOVEN WIRE MESH T• A TA COMPONENTS NOTE: ALL METAL COM ONEN S T 0 BE MASONRY WALL W/ STUCCO FINISH N COLOR TO MATCH SHERWIN WILLIAMS 3' (TYP.) 10" 6" 10" SW 7045 "INTELLECTUAL GRAY" I IA 7 "BLACK MS SW 020 LL "BLAC 0 X" 3" 3 1/2" 3' -11° 3' -6" 6' 2 - 'IV 2"x2" ALUMINUM FRAMING IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS INTERSPRING5 HOLDINGS, INO. GARDEN WALL AND GATE WINTERS SCALE 3/4" = 1' -0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 27 2 "x2" GALVANIZED STEEL FRAMING 3 1/2" 1' -6" -2„ 3"x3" GALVANIZED STEEL POST SEF- CLOS I NG G AT E W ITH M A GN A SAFETY LATCH (OR EQUAL). LOCATE TYA F ON COURTYARD SIDE 0 GATE A ND 3' TOP F AT BELOW O O GATE. GATE E T OBE IP ITHAKYF OB FOR RA CCESS E U ED W E 0 D O M 3 - HEAVY DUTY GALVANIZED STEEL HINGES 1"x1" STAINLESS STEEL WOVEN WIRE MESH T• A TA COMPONENTS NOTE: ALL METAL COM ONEN S T 0 BE PAINTED, COLOR AT N ED, COLD O MATCH SHERWIN I IA 7 "BLACK MS SW 020 LL "BLAC 0 X" 2 - 'IV 2"x2" ALUMINUM FRAMING IBEW PENSION BENEFIT FUND/ WINTER SPRINGS APARTMENTS INTERSPRING5 HOLDINGS, INO. GARDEN WALL AND GATE WINTERS SCALE 3/4" = 1' -0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 27 END VIEW COLORS: 10 BLACK FOX O EXTRA WHITE O DARING x CONSTRUCTION SPECIFICATIONS w z LU ALUMINUM FABRICATED BLADE SIGN. o A CABINET TO BE INTERNALLY ILLUMINATED w WITH LED. LU LU © 0.75' TICK ROUTED AND PUSH THRU ACRYLIC TO BE ILLUMINATED WITH LED. © 6" x 6" STEEL POSTS (MOUNTING TO BE VERIFIED) IBEW PENSION BENEFIT FUND/ WINTER SPRINGS HOLDINGS, INC. WINTER SPRINGS APARTMENTS SIGNAGE SCALE 1/4" = 1' -0" NONE WINTER SPRINGS FL ■■■POLLACK SHORES ' THE PRESTON REAL ESTATE GROUP PARTNERSHIP, LLC Aesthetic Review Submittal 9 -4 -2015 Page 28 ATTACHMENT "C" Economic Impact of Winter Springs Apartments in Winter Springs, FL Executive Summary November 17, 2015 Prepared by: City of Winter Springs Economic Development 1126 East State Road 434 Winter Springs, FL 32708 This summary was prepared by the City of Winter Springs Economic Development Department using Total Impact by Impact DataSource. Please consult the full economic impact report for additional details and assumptions used in this analysis. Page 1 Project Description Develop a 279 unit aparatment community, with clubhouse, fitness center, pool and other amenities. Summary of the Economic Impact of the Project on the City of Winter Springs The project will have the following economic impact on the City of Winter Springs over the first 10 years: New Residents* 171 245 61 0 * Number of new residents in the city, not necessarily the number of occupants in the new residential units. Total number of permanent direct and indirect jobs to be created Salaries to be paid to direct and indirect workers The market value the residential community's property on local tax rolls in Year 1 Page 2 Direct 12 $6,037,388 $33,500,000 0 Indirect & Induced 0 $420,202 $0 477 Total 12 $6,457,591 $33,500,000 One - Bedroom Two - Bedroom Three - Bedroom Four - Bedroom Five - Bedroom Total Units Units Units Units Units Units Apartments 152 109 18 0 0 279 Townhomes 0 0 0 0 0 0 Single Family Residences 0 0 0 0 0 0 Total Residential Units 152 109 18 0 0 279 New Residents* 171 245 61 0 * Number of new residents in the city, not necessarily the number of occupants in the new residential units. Total number of permanent direct and indirect jobs to be created Salaries to be paid to direct and indirect workers The market value the residential community's property on local tax rolls in Year 1 Page 2 Direct 12 $6,037,388 $33,500,000 0 Indirect & Induced 0 $420,202 $0 477 Total 12 $6,457,591 $33,500,000 Costs and Benefits for Local Taxing Districts The project will generate additional benefits and costs for local taxing districts. A summary of these additional benefits, costs and net benefits is provided below. The source of specific benefits and costs are provided in more detail for each taxing district on subsequent pages. Distribution of Net Benefits Over the First 10 Years Fire District $853,654 St. John's Fiver WMD, $115,926 Seminole County Publ Schools, $3,302,754 Seminole County, $2,748,435 Page 3 ' Winter Springs, 31,692,326 Present Additional Additional Net Value of Benefits Costs Benefits Net Benefits* City of Winter Springs $39,367,462 ($7,675,136) $31,692,326 $24,591,515 Seminole County $3,547,956 ($799,521) $2,748,435 $2,150,253 Seminole County Public Schools $7,500,416 ($4,197,662) $3,302,754 $2,641,089 St. John's River WMD $115,926 $0 $115,926 $88,858 Fire District $853,654 $0 $853,654 $654,330 Total $51,385,414 ($12,672,319) $38,713,095 $30,126,044 *The Present Value of Net Benefits is a way of expressing in today's dollars, dollars to be paid or received in the future. Today's dollar and a dollar to be received or paid at differing times in the future are not comparable because of the time value of money. The time value of money is the interest rate or each taxing entity's discount rate. This analysis uses a discount rate of 5% to make the dollars comparable. Distribution of Net Benefits Over the First 10 Years Fire District $853,654 St. John's Fiver WMD, $115,926 Seminole County Publ Schools, $3,302,754 Seminole County, $2,748,435 Page 3 ' Winter Springs, 31,692,326 Benefits and Costs for the City of Winter Springs The table below displays the estimated additional benefits, costs and net benefits to be received by the city over the first 10 years of the project. Appendix C contains the year -by -year calculations. Add'I Benefits Sales Taxes* $379 Property Taxes $924,918 Building Permits $180,000 Impact Fees Police Fire Transportation Parks Connection/Tap Fees Other Revenues. Taxes & Fees: Residential Community City -Owned Utility Revenues Electricity Franchise Fees Electricity Taxes Water /Wastewater Taxes Natural Gas Taxes Communication Services Taxes Other Taxes & User Fees Other Revenues. Taxes & Fees: New Residents City -Owned Utility Revenues Electricity Franchise Fees Electricity Taxes Water /Wastewater Taxes Natural Gas Taxes Communication Services Taxes Other Taxes & User Fees Other Revenues, Taxes & Fees: New Worker Residents City -Owned Utility Revenues Electricity Franchise Fees Electricity Taxes Water /Wastewater Taxes Natural Gas Taxes Communication Services Taxes Other Taxes & User Fees Costs: New Residential Community Cost of City -Owned Utility Service Cost of Services Costs: New Residents Cost of City -Owned Utility Service Cost of Services Costs: New Worker Residents Cost of City -Owned Utility Service Cost of Services Total Present Value (5% discount rate) Add'I Costs Net Benefits $379 $924,918 $180,000 $99,210 $99,210 $195,300 $195,300 $620,437 $620,437 $334,800 $334,800 $250,000 $250,000 $3,525,241 $3,525,241 $9,776,113 $9,776,113 $17,174,820 $17,174,820 $288,678 $288,678 $0 $0 $26,292 $26,292 $67,021 $67,021 $2,116,220 $2,116,220 $222,268 $222,268 $269,661 $269,661 $191,459 $191,459 $158,220 $158,220 $442,685 $442,685 $2,419,023 $2,419,023 $34,925 $34,925 $3,347 $3,347 $3,177 $3,177 $2,562 $2,562 $2,175 $2,175 $3,850 $3,850 $34,681 $34,681 ($3,384,231) ($3,384,231) ($59,180) ($59,180) ($2,031,571) ($2,031,571) ($2,136,002) ($2,136,002) ($33,528) ($33,528) ($30,624) ($30,624) $39,367,462 ($7,675,136) $31,692,326 $30,471,103 ($5,879,588) $24,591,515 Page 4 * The analysis identifies the net effect on city revenues from additional taxable sales in the area. See the Methodology section for details. Page 5 Benefits and Costs for the City of Winter Springs - Continued The following table summarizes the year -by -year benefits, costs and net benefits to the city over the first 10 years. $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 $1,000,000 $0 ($1,000,000) ($2,000,000) City Net Benefits Over the First 10 Years 1 2 3 4 5 6 7 8 9 10 Year � Benefits � Costs Net Benefits Page 6 Cumulative Cumulative Additional Additional Net Net Present Value Present Value Benefits Costs Benefits Benefits of Net Benefits of Net Benefits Year 1 $5,122,285 ($700,944) $4,421,341 $4,421,341 $4,210,801 $4,210,801 Year 2 $3,511,203 ($714,962) $2,796,241 $7,217,582 $2,536,273 $6,747,074 Year 3 $3,581,278 ($729,262) $2,852,016 $10,069,598 $2,463,679 $9,210,753 Year 4 $3,652,756 ($743,847) $2,908,909 $12,978,507 $2,393,167 $11,603,919 Year 5 $3,725,666 ($758,724) $2,966,942 $15,945,449 $2,324,677 $13,928,596 Year 6 $3,800,037 ($773,898) $3,026,139 $18,971,588 $2,258,152 $16,186,748 Year 7 $3,875,898 ($789,376) $3,086,522 $22,058,110 $2,193,534 $18,380,281 Year 8 $3,953,279 ($805,164) $3,148,115 $25,206,226 $2,130,768 $20,511,050 Year 9 $4,032,210 ($821,267) $3,210,943 $28,417,169 $2,069,803 $22,580,852 Year 10 $4,112,849 ($837,692) $3,275,157 $31,692,326 $2,010,662 $24,591,515 Total $39,367,462 ($7,675,136) $31,692,326 $24,591,515 $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 $1,000,000 $0 ($1,000,000) ($2,000,000) City Net Benefits Over the First 10 Years 1 2 3 4 5 6 7 8 9 10 Year � Benefits � Costs Net Benefits Page 6 Benefits and Costs for Seminole County The table below displays the estimated additional benefits, costs and net benefits to be received by the county over the first 10 years of the project. Appendix C contains the year -by -year calculations. The following table summarizes the year -by -year benefits, costs and net benefits to the county over the first 10 years. Add'I Benefits Add'I Costs Net Benefits Sales Taxes* $1,187 Cumulative $1,187 Property Taxes $1,786,193 Net $1,786,193 Tourist Development Taxes $0 $0 Impact Fees Benefits Benefits of Net Benefits Transportation $220,968 $539,782 $220,968 Library $15,066 $444,538 $15,066 Other Taxes & User Fees: Residential Com. $98,828 ($74,478) $98,828 Other Taxes & User Fees: New Residents $1,360,687 $657,645 $1,360,687 Other Taxes & User Fees: New Worker Residents $65,027 $239,362 $65,027 Cost of Services: Residential Community $864,414 ($51,829) ($51,829) Cost of Services: New Residents $243,866 ($713,590) ($713,590) Cost of Services: New Worker Residents Year 5 ($34,102) ($34,102) Total $3,547,956 ($799,521) $2,748,435 Present Value (5% discount rate) $2,762,732 ($612,478) $2,150,253 * The analysis identifies the net effect on city revenues from additional taxable sales in the area. See the Methodology section for details. The following table summarizes the year -by -year benefits, costs and net benefits to the county over the first 10 years. $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 $0 ($100,000) ($200,000) 1 2 3 4 5 6 7 8 9 10 � Benefits � Costs Year Net Benefits Page 7 Cumulative Cumulative Additional Additional Net Net Present Value Present Value Benefits Costs Benefits Benefits of Net Benefits of Net Benefits Year 1 $539,782 ($73,017) $466,765 $466,765 $444,538 $444,538 Year 2 $309,428 ($74,478) $234,950 $701,715 $213,107 $657,645 Year 3 $315,329 ($75,967) $239,362 $941,077 $206,770 $864,414 Year 4 $321,353 ($77,487) $243,866 $1,184,943 $200,630 $1,065,044 Year 5 $327,502 ($79,036) $248,466 $1,433,409 $194,680 $1,259,724 Year 6 $333,780 ($80,617) $253,162 $1,686,572 $188,914 $1,448,637 Year 7 $340,187 ($82,230) $257,958 $1,944,529 $183,326 $1,631,963 Year 8 $346,728 ($83,874) $262,854 $2,207,383 $177,910 $1,809,872 Year 9 $353,404 ($85,552) $267,852 $2,475,235 $172,660 $1,982,532 Year 10 $360,462 ($87,263) $273,200 $2,748,435 $167,721 $2,150,253 Total $3,547,956 ($799,521) $2,748,435 $2,150,253 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 $0 ($100,000) ($200,000) 1 2 3 4 5 6 7 8 9 10 � Benefits � Costs Year Net Benefits Page 7 Benefits and Costs for Seminole County Public Schools The table below displays the estimated additional benefits, costs and net benefits to be received by the school district over the first 10 years of the project. Appendix C contains the year -by -year calculations. Benefits for Other Taxing Districts The table below displays the estimated additional property taxes to be received by other taxing districts over the first 10 years of the project. Appendix C contains the year -by -year calculations. Additional Benefits St. John's River WMD $115,926 Fire District $853,654 Total $969,580 Page 8 Additional Additional Net Benefits Costs Benefits Property Taxes $2,893,389 $2,893,389 Additional State & Federal School Funding $4,021,127 $4,021,127 Impact Fees $585,900 $585,900 Cost of Educating New Students ($4,197,662) ($4,197,662) Total $7,500,416 ($4,197,662) $3,302,754 Present Value (5% discount rate) $5,844,145 $3,203,056 $2,641,089 Benefits for Other Taxing Districts The table below displays the estimated additional property taxes to be received by other taxing districts over the first 10 years of the project. Appendix C contains the year -by -year calculations. Additional Benefits St. John's River WMD $115,926 Fire District $853,654 Total $969,580 Page 8 ProjectDox/t,,/ Current Project - Project Markups Listing ZP2015- 00000028 ATTACHMENT "D" File Name Markup Name Markup Text Markup Date Created by C900 - LIFSTATION REPORT.pdf Engineering 11/02/2015 BRIAN FIELDS C900 - LIFSTATION REPORT.pdf Engineering Please identify the flow from future development as 11/02/2015 BRIAN the average daily flow or otherwise. FIELDS C902 - HYDRAULIC REPORT.pdf Engineering 11/02/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C902 - HYDRAULIC REPORT.pdf Engineering Sheet C15 shows the segment from 1-20 to J -37 as 11/02/2015 BRIAN 12" PVC, but is called out in this table as 6" DIP. FIELDS C904 - PARKING LETTER.pdf Engineering The overall parking ratio is acceptable, although it is 11/02/2015 BRIAN at the low end of the range based on staffs previous FIELDS measurements of parking demands at apartment complexes in Winter Springs. Concerns remain about the parking supply, due to the heavy dependence on on- street parking spaces and tandem spaces, which are less convenient and tend to have lower utilization. Please address this concern, including information on the amount of tandem and on- street parking spaces used to achieve the overall ratios in the referenced projects. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C904 - PARKING LETTER.pdf Engineering All of the referenced projects are in more urbanized 11/02/2015 BRIAN areas that have multi -modal transportation options FIELDS that are not available in Winter Springs. Please address why this property would not have a higher parking demand under these circumstances. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Delete the northernmost parking spot on MBB that 11/02/2015 BRIAN LAYOUT.pdf will create a sight distance problem for vehicles on FIELDS Perimeter Road. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering On all public streets, show a total asphalt width of 20- 11/02/2015 BRIAN LAYOUT.pdf feet, consisting of two 10 -foot travel lanes. The 8- FIELDS foot wide parallel parking space should be measured from the edge of asphalt pavement to the face of the D curb. In Section 1 -1, the 10' dimension should be 11' on the parallel parking side. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering Additional trail connections are necessary along Tree 11/02/2015 BRIAN LAYOUT.pdf Swallow and the Perimeter Road to justify usage of FIELDS the Edge Drive typical section with no sidewalk where the road is adjacent to the trail. The trail is a substitute for a sidewalk but needs to be accessible. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering Provide a westbound right -turn deceleration lane on 11/02/2015 BRIAN LAYOUT.pdf the basis of the peak hour turning volume exceeding FIELDS 40 vph per the traffic study, in accordance with Section 9 -206 of the City Code. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Reduce Lot 2 on- street parking count to 62 based on 11/02/2015 BRIAN LAYOUT.pdf 8 spaces are on the Lot 6 frontage and cannot be FIELDS counted for Lot 2. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Provide design information for the typical MBB swale 11/02/2015 BRIAN LAYOUT.pdf section FIELDS C006 - MASTER SITE Engineering Along the north sides of Lots 4 and 5, show the 11/02/2015 BRIAN LAYOUT.pdf property line as it will be with the fully developed FIELDS street section, in order to avoid the appearance that these lots are larger than they are and to avoid a future dedication of a narrow strip of right -of -way. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Delete crosswalk and sidewalk on east side of MBB. 11/02/2015 BRIAN LAYOUT.pdf Provide crosswalk across perimeter road and extend FIELDS the sidewalk along the west side of MBB to the trail. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering Provide parking along the entire east side of 11/02/2015 BRIAN LAYOUT.pdf Perimeter Road in accordance with the typical FIELDS section. Prefer parallel parking along the entire road rather than no parking in one area and angled in another. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Provide a straight alignment for the sidewalk all 11/02/2015 BRIAN LAYOUT.pdf within the right -of -way. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Show sidewalk connection from Tree Swallow to the 11/02/2015 BRIAN LAYOUT.pdf trail. FIELDS C006 - MASTER SITE Engineering Please note that not all pedestrian connections to the 11/02/2015 BRIAN LAYOUT.pdf trail need to be handicap accessible. Jesup's Landing FIELDS had a similar grading issue and had one stairway connection in addition to an ADA- compliant ramp connection. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Use a 25 -foot curb radius at this location due to the 11/02/2015 BRIAN LAYOUT.pdf intersection geometry. FIELDS C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering Provide sidewalk connection(s) to parking, or shift 11/02/2015 BRIAN LAYOUT.pdf sidewalk to the back of curb along the Edge Drive FIELDS segment of the Perimeter Road. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering Need to consider a mid -block crosswalk here for 11/02/2015 BRIAN LAYOUT.pdf pedestrians not seeking to go on the trail. FIELDS Alternatively, provide a sidewalk along the north side of the Edge Drive. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS C006 - MASTER SITE Engineering The parking plan is still a concern, mainly due to the 11/02/2015 BRIAN LAYOUT.pdf reliance on a relatively high number of tandem FIELDS spaces (94) and on- street spaces (177) to meet the minimum ratio. Tandem spaces tend to have lower utilization due to not being available to share when open. On- street spaces are available for the use of the public and cannot be reserved for apartment use. Consider providing additional parking to assure that a general ratio of 1 space per bedroom is realistically available. C006 - MASTER SITE Engineering 11/02/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Engineering Please add a typical section for the Edge Drives, 11/02/2015 BRIAN LAYOUT.pdf including identifying areas of heavy duty and light FIELDS duty asphalt. C906 - GEOTECHNICAL Engineering Please provide an estimate of the Seasonal High 11/02/2015 BRIAN REPORT.pdf Groundwater Level for each boring location. This is FIELDS needed to verify all roadways have the recommended 18 -inch minimum separation between the bottom of the base and the SHGWT. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C013 -1 - WATER SERVICE.pdf Engineering Provide separate 4 -inch water meters and backflow 11/02/2015 BRIAN preventers for each apartment building. FIELDS I001 - IRRIGATION PLAN.pdf Engineering Show the proposed point of connection to the potable 11/02/2015 BRIAN water system for irrigation and show the meter and FIELDS backflow prevener locations. Design the irrigation system to reclaimed water standards for future conversion when reclaimed water is available. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C001 - COVER.pdf Engineering Streetlighting and photometric plans are required for 10/30/2015 BRIAN final engineering approval. FIELDS C001 - COVER.pdf Engineering 10/30/2015 BRIAN FIELDS C001 - COVER.pdf Engineering The 2 -foot above adjacent grade requirement is not 10/30/2015 BRIAN met in many places. Need to specifically identify the FIELDS proposed variance and work with Community Development on the approval process. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C002 - DEMO.pdf Engineering Please add to the MBB note that the City will not 10/30/2015 BRIAN allow MBB to be completely shutdown for extended FIELDS periods during construction. Please be sure all interested contractors are aware of this when bidding on the project. Having the Perimeter Road installed prior to MBB demolition does not really help because Perimeter Road does not have a left out movement at SR 434. C004 - SWPPP PHASE 2.pdf Engineering 10/30/2015 BRIAN FIELDS C004 - SWPPP PHASE 2.pdf Engineering Update with latest swale plan 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 -1 - MASTER SIGN PLAN.pdf Engineering 2 This sheet should be removed from the plan set or 10/30/2015 BRIAN the new sheet C6.1 should be entered as V2. FIELDS C006 -1 - ROUNDABOUT Engineering 10/30/2015 BRIAN SIGNAGE.pdf FIELDS C006 -1 - ROUNDABOUT Engineering A slightly wider apron of 9 to 10 feet appears 10/30/2015 BRIAN SIGNAGE.pdf necessary based on the WB -50 turning movement on FIELDS the next sheet. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 -1 - ROUNDABOUT Engineering 10/30/2015 BRIAN SIGNAGE.pdf FIELDS C006 -1 - ROUNDABOUT Engineering Clairify the dimensions and radii called out as "back of 10/30/2015 BRIAN SIGNAGE.pdf curb," "EOP," etc. FIELDS C006 -1 - ROUNDABOUT Engineering 10/30/2015 BRIAN SIGNAGE.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 -1 - ROUNDABOUT Engineering Use updated raodway alignment 10/30/2015 BRIAN SIGNAGE.pdf FIELDS C006 -2 - TRUCK ACCESS.pdf Engineering 10/30/2015 BRIAN FIELDS C006 -2 - TRUCK ACCESS.pdf Engineering Need to increase mountable apron width to provide 10/30/2015 BRIAN more room for turning movements. About 10 feet of FIELDS paver width appears to be needed to provide some margin for driver error. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 -2 - TRUCK ACCESS.pdf Engineering 10/30/2015 BRIAN FIELDS C006 -2 - TRUCK ACCESS.pdf Engineering Width of paver apron appears wider here compared 10/30/2015 BRIAN to Sheet C6.1. FIELDS C007 - SITE LAYOUT WEST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C007 - SITE LAYOUT WEST.pdf Engineering Consider providing a driveway at this location for the 10/30/2015 BRIAN future development of Lot 6. FIELDS C007 - SITE LAYOUT WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C007 - SITE LAYOUT WEST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C007 - SITE LAYOUT WEST.pdf Engineering Provide a sidewalk along the east side of Lot 5 as 10/30/2015 BRIAN shown. FIELDS C007 - SITE LAYOUT WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C007 - SITE LAYOUT WEST.pdf Engineering Delete the curb ramp and crosswalk across the south 10/30/2015 BRIAN side of this intersection (retraction of previous FIELDS comment). ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C009 - SITE LAYOUT NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS C009 - SITE LAYOUT NORTH.pdf Engineering Provide a 20 -foot wide asphalt width on all streets 10/30/2015 BRIAN (verfiy or modify as needed). FIELDS C009 - SITE LAYOUT NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C009 - SITE LAYOUT NORTH.pdf Engineering Extend sidewalk north to trail; delete sidewalk on east 10/30/2015 BRIAN side of MBB and the crosswalk across MBB. Provide a FIELDS 25 -foot radius on the SW corner for ease of turning. C009 - SITE LAYOUT NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS C009 - SITE LAYOUT NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C009 - SITE LAYOUT NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS C009 - SITE LAYOUT NORTH.pdf Engineering Label sign 10/30/2015 BRIAN FIELDS C010 - GRADING WEST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C010 - GRADING WEST.pdf Engineering Check the 39.23S elevation at structure #27; appears 10/30/2015 BRIAN to be high. FIELDS C010 - GRADING WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C010 - GRADING WEST.pdf Engineering Swale to be located in the right -of -way or drainage 10/30/2015 BRIAN easement. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C010 - GRADING WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C010 - GRADING WEST.pdf Engineering Many buildings have adjacent sidewalk grades that do 10/30/2015 BRIAN not meet the 2 -foot minimum for the finished floor to FIELDS be elevated above grade. Need to modify grading or request a special exception (typical comment for most buildings). C010 - GRADING WEST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C010 - GRADING WEST.pdf Engineering 35.01 appears to be a low spot. Please review and 10/30/2015 BRIAN revise as needed. FIELDS C011 - GRADING EAST.pdf Engineering 10/30/2015 BRIAN FIELDS C011 - GRADING EAST.pdf Engineering Locate storm manhole outside of brick paver apron 10/30/2015 BRIAN area. Move into landscaped area. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C012 - GRADING NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS C012 - GRADING NORTH.pdf Engineering Provide more detailed grading information along the 10/30/2015 BRIAN outer side of Perimeter Road, including a typical wall FIELDS section. The structural design of the wall system is part of the roadway and needs to be detailed on these plans. Need crash barrier where retaining wall is immediately adjacent to the curb. C012 - GRADING NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C012 - GRADING NORTH.pdf Engineering Not enough right -of -way to provide a retaining wall at 10/30/2015 BRIAN this location; please review and revise as needed. FIELDS Provide a typical section showing the wall footer, handrail, etc. The retaining wall design needs to account for heavy vehicle loading in the outer lane. Wall will be maintained by the Apartments. C012 - GRADING NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS C012 - GRADING NORTH.pdf Engineering Provide additional grading detail along the east side 10/30/2015 BRIAN of MBB in the area around the lift station driveway. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO20 - PROFILE MICHAEL BLAKE Engineering 10/30/2015 BRIAN 1.pdf FIELDS CO20 - PROFILE MICHAEL BLAKE Engineering Need to modify storm system to avoid modification of 10/30/2015 BRIAN 1.pdf existing force main, which must remain in operation FIELDS (also do not like the extra fittings). CO20 - PROFILE MICHAEL BLAKE Engineering 10/30/2015 BRIAN 1.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO20 - PROFILE MICHAEL BLAKE Engineering Steep slope shown on temporary access road; level 10/30/2015 BRIAN 1.pdf out. FIELDS C014 - UTILITY WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C014 - UTILITY WEST.pdf Engineering Provide cleanout at property line near tag #11. 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C014 - UTILITY WEST.pdf Engineering 10/30/2015 BRIAN FIELDS C014 - UTILITY WEST.pdf Engineering Locate stubout outside of sidewalk. 10/30/2015 BRIAN FIELDS C015 - UTILITY EAST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C015 - UTILITY EAST.pdf Engineering Locate water main valves out of travel lane to the 10/30/2015 BRIAN extent possible. FIELDS C015 - UTILITY EAST.pdf Engineering 10/30/2015 BRIAN FIELDS C015 - UTILITY EAST.pdf Engineering Where possible, locate fire hydrants so that the lines 10/30/2015 BRIAN serving them do not have to cross the street. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C015 - UTILITY EAST.pdf Engineering 10/30/2015 BRIAN FIELDS C015 - UTILITY EAST.pdf Engineering Show the existing sleeves that were installed in MBB 10/30/2015 BRIAN in 2012 and call for them to be removed if not used. FIELDS C016 - UTILITY NORTH.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C016 - UTILITY NORTH.pdf Engineering Try to locate hydrants such that the 6 -inch service 10/30/2015 BRIAN lines are not street crossings (multiple locations). FIELDS C017 - PROFILE TREE SWALLOW Engineering Show the basic roadway geometry in the plan view 10/30/2015 BRIAN 1.pdf (typical all P &P sheets). FIELDS C018 - PROFILE TREE SWALLOW Engineering 10/30/2015 BRIAN 2.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C018 - PROFILE TREE SWALLOW Engineering Callout K- values on the profile for all vertical curves. 10/30/2015 BRIAN 2.pdf FIELDS C018 - PROFILE TREE SWALLOW Engineering 10/30/2015 BRIAN 2.pdf FIELDS C018 - PROFILE TREE SWALLOW Engineering Callout roadway slope 10/30/2015 BRIAN 2.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C008 - SITE LAYOUT EAST. pdf Engineering 10/30/2015 BRIAN FIELDS C008 - SITE LAYOUT EAST. pdf Engineering Turn off contour label layer on this sheet 10/30/2015 BRIAN FIELDS C008 - SITE LAYOUT EAST.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C008 - SITE LAYOUT EAST.pdf Engineering Bollards should be spaced a maximum of 6 -feet apart 10/30/2015 BRIAN to be provide adequate protection. FIELDS C008 - SITE LAYOUT EAST.pdf Engineering 10/30/2015 BRIAN FIELDS C008 - SITE LAYOUT EAST.pdf Engineering Tag A is for a crosswalk, but it is not shown. Callout 10/30/2015 BRIAN the stop bar and show the crosswalk. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO21 - PROFILE MICHAEL BLAKE Engineering 10/30/2015 BRIAN 2.pdf FIELDS CO21 - PROFILE MICHAEL BLAKE Engineering Callout a sawcut line between the existing and 10/30/2015 BRIAN 2.pdf proposed pavement. Identify the existing FIELDS improvements that will remain. Coordinate with sheet C8 which appears to show the new paving closer to SR 434. CO21 - PROFILE MICHAEL BLAKE Engineering 10/30/2015 BRIAN 2.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO21 - PROFILE MICHAEL BLAKE Engineering No valley gutters across street intersections; provide 10/30/2015 BRIAN 2.pdf additional storm inlets and /or revise grading. FIELDS CO22 - PROFILE PERIMETER Engineering 10/30/2015 BRIAN 1.pdf FIELDS CO22 - PROFILE PERIMETER Engineering No valley gutters across street intersections; provide 10/30/2015 BRIAN i.pdf additional storm inlets and /or revise roadway grading. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO22 - PROFILE PERIMETER Engineering 10/30/2015 BRIAN 1.pdf FIELDS CO22 - PROFILE PERIMETER Engineering Crest vertical curves to have a minimum K -value of 30 10/30/2015 BRIAN 1.pdf (40 for sags). Please increase the length of the FIELDS vertical curve accordingly. CO25 - SWALE LAYOUT.pdf Engineering Need erosion control and construction access plans 10/30/2015 BRIAN for the swale, pond, and pond access road. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO25 - SWALE LAYOUT.pdf Engineering 10/30/2015 BRIAN FIELDS CO25 - SWALE LAYOUT.pdf Engineering Show location of existing trail easement. The 10/30/2015 BRIAN temporary access road should align with the trail FIELDS easement. CO26 - STORM POND.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO26 - STORM POND.pdf Engineering Callout 8" PVC tee as shown in Section AA above. 10/30/2015 BRIAN FIELDS CO26 - STORM POND.pdf Engineering Prior to final engineering approval, need Seminole 10/30/2015 BRIAN County permit /approval for the plan to handle trail FIELDS impacts during construction. CO26 - STORM POND.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO26 - STORM POND.pdf Engineering Where rip -rap is called out, provide a required 10/30/2015 BRIAN minimum depth, typ. FIELDS CO27 - LIFTSTATION Engineering 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO27 - LIFTSTATION Engineering Lift station plan appears to need more dimensions, 10/30/2015 BRIAN LAYOUT.pdf details, and materials of construction. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO27 - LIFTSTATION Engineering 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO27 - LIFTSTATION Engineering Perimeter wall to be 6 -feet in height and made of 10/30/2015 BRIAN LAYOUT.pdf brick or decorative block per the Town Center Code. FIELDS CO27 - LIFTSTATION Engineering 10/30/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO27 - LIFTSTATION Engineering Locate water meter outside of lift station enclosure 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO27 - LIFTSTATION Engineering 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO27 - LIFTSTATION Engineering Show gates swinging out towards the street 10/30/2015 BRIAN LAYOUT.pdf FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by CO27 - LIFTSTATION Engineering 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO27 - LIFTSTATION Engineering Callout driveway concrete to be 6- inches thick. 10/30/2015 BRIAN LAYOUT.pdf FIELDS CO28 - DETAILS WATER.pdf Engineering Use the city standard temporary bypass detail on this 10/30/2015 BRIAN sheet. FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C030 - DETAILS GENERAL i.pdf Engineering 10/30/2015 BRIAN FIELDS C030 - DETAILS GENERAL 1.pdf Engineering Provide black decorative bollard sleeves, matching 10/30/2015 BRIAN others in the Town Center FIELDS C032 - MOT PERIMETER.pdf Engineering 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C032 - MOT PERIMETER.pdf Engineering Please clarify the note regarding the MBB driveway. 10/30/2015 BRIAN Is the intent to provide a right -in and left -out FIELDS movement at all times? L809 - LANDSCAPE PLAN.pdf Engineering 10/30/2015 BRIAN FIELDS L809 - LANDSCAPE PLAN.pdf Engineering Turf callout is pointed to brick paver apron. 10/30/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by L814 - LANDSCAPE PLAN.pdf Engineering 10/30/2015 BRIAN FIELDS L814 - LANDSCAPE PLAN.pdf Engineering Keep 10 -foot maintenance berm clear of plantings. 10/30/2015 BRIAN FIELDS C006 - MASTER SITE Bobby Howell It appears that the AC units are not encased with 10/29/2015 BOBBY LAYOUT.pdf wing walls or similar features so they are not visibile HOWELL from sidewalks. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Bobby Howell It appears that no bicycle /pedestrian connection from 10/29/2015 BOBBY LAYOUT.pdf the site to the Cross Seminole Trail has been HOWELL provided. C006 - MASTER SITE Bobby Howell Please provide a copy of the approved SCLAD letter 10/29/2015 BOBBY LAYOUT.pdf for our files. HOWELL C006 - MASTER SITE Bobby Howell it appears that there are builidng setbacks noted on 10/29/2015 BOBBY LAYOUT.pdf the site plan that are in excess of those permitted in HOWELL the Town Center. Please explain. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C006 - MASTER SITE Bobby Howell Please provide a note stating the first floor of each 10/29/2015 BOBBY LAYOUT.pdf building will be a minimum of 2 -feet above grade. HOWELL C903 - TRAFFIC STUDY.pdf Engineering 10/28/2015 BRIAN FIELDS C903 - TRAFFIC STUDY.pdf Engineering Identify this access as the "Perimeter Road" as called 10/28/2015 BRIAN out on the plans. Michael Blake Boulevard is the next FIELDS intersection to the east. ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C903 - TRAFFIC STUDY. pdf Engineering 10/28/2015 BRIAN FIELDS C903 - TRAFFIC STUDY. pdf Engineering The peak hour right turn volume of 41 on a street 10/28/2015 BRIAN with a posted speed of 50 mph warrants a right -turn FIELDS decel lane per Section 9 -206 of the City Code. C903 - TRAFFIC STUDY.pdf Engineering 10/28/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C903 - TRAFFIC STUDY.pdf Engineering Please refer to Section 9 -206 of the City Code for the 10/28/2015 BRIAN applicable criteria used by the City. A turn lane is FIELDS warranted based on the turning volume and posted speed. C903 - TRAFFIC STUDY.pdf Engineering 10/28/2015 BRIAN FIELDS C903 - TRAFFIC STUDY.pdf Engineering Please evaluate the storage length of the southbound 10/28/2015 BRIAN left movement FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C903 - TRAFFIC STUDY. pdf Engineering 10/28/2015 BRIAN FIELDS C903 - TRAFFIC STUDY. pdf Engineering MBB has a posted speed limit of 25 mph. A maximum 10/28/2015 BRIAN design speed of 30 mph can be used. FIELDS C903 - TRAFFIC STUDY.pdf Engineering 10/28/2015 BRIAN FIELDS ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C903 - TRAFFIC STUDY. pdf Engineering Queue length should be expressed as a distance - not 10/28/2015 BRIAN vph. Please correct. FIELDS C009 - SITE LAYOUT NORTH.pdf JRC 10/22/2015 Joseph Crum C009 - SITE LAYOUT NORTH.pdf JRC 10/22/2015 Joseph Crum ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C009 - SITE LAYOUT NORTH.pdf JRC 10/22/2015 Joseph Crum C009 - SITE LAYOUT NORTH.pdf JRC ALL ACCESSIBLE PARKING SPACES PROVIDED 10/22/2015 Joseph APPEAR TO BE OUTSIDE. IF GARAGE PARKING IS Crum PROVIDED A MINIMUM OF ONE SHALL BE ACCESSIBLE. FLORIDA ACCESSIBILITY CODE 5TH EDITION 2014 SECTION 208.3.2 C007 - SITE LAYOUT WEST.pdf JRC 10/22/2015 Joseph Crum ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C007 - SITE LAYOUT WEST.pdf JRC 10/22/2015 Joseph Crum C007 - SITE LAYOUT WEST.pdf JRC 10/22/2015 Joseph Crum C007 - SITE LAYOUT WEST.pdf JRC 10/22/2015 Joseph Crum ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C007 - SITE LAYOUT WEST.pdf JRC ALL ACCESSIBLE PARKING SPACES PROVIDED 10/22/2015 Joseph APPEAR TO BE OUTSIDE. IF GARAGE PARKING IS Crum PROVIDED A MINIMUM OF ONE SHALL BE ACCESSIBLE. FLORIDA ACCESSIBILITY CODE 5TH EDITION 2014 SECTION 208.3.2 C008 - SITE LAYOUT EAST.pdf JRC 10/22/2015 Joseph Crum C008 - SITE LAYOUT EAST.pdf JRC 10/22/2015 Joseph Crum ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C008 - SITE LAYOUT EAST.pdf JRC 10/22/2015 Joseph Crum C008 - SITE LAYOUT EAST.pdf JRC 10/22/2015 Joseph Crum C008 - SITE LAYOUT EAST.pdf JRC 10/22/2015 Joseph Crum ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C008 - SITE LAYOUT EAST.pdf JRC ALL ACCESSIBLE PARKING SPACES PROVIDED 10/22/2015 Joseph APPEAR TO BE OUTSIDE. IF GARAGE PARKING IS Crum PROVIDED A MINIMUM OF ONE SHALL BE ACCESSIBLE. FLORIDA ACCESSIBILITY CODE 5TH EDITION 2014 SECTION 208.3.2 C006 - MASTER SITE J CRUM IF 151 - 200 SPACES ARE PROVIDED A MINIMUM OF 10/22/2015 Joseph LAYOUT.pdf 6 HANDICAP ACCESSIBLE SPACES IS REQUIRED. Crum IF 101 - 150 SPACES ARE PROVIDED A MINIMUM OF 5 HANDICAP ACCESSIBLE SPACES IS REQUIRED. PER FLORIDA ACCESSIBILITY CODE 5TH EDITION 2014 TABLE 208.2 ProjectDox/t,,/ Current Project - Project Markups Listing File Name Markup Name Markup Text Markup Date Created by C002 - DEMO.pdf Engineering 09/24/2015 BRIAN FIELDS C002 - DEMO.pdf Engineering Michael Blake Boulevard cannot be closed and 09/24/2015 BRIAN reconstructed as shown. Need to further discuss at FIELDS DRC. C002 - DEMO.pdf Engineering 09/24/2015 BRIAN FIELDS