The URL can be used to link to this page

Home My WebLink About2019 05 23 Planning and Zoning Board/LPA Special Meeting AgendaPLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY SPECIAL MEETING | THURSDAY, MAY 23, 2019 | PAGE 1 OF 2 PLANNING AND ZONING BOARD/ LOCAL PLANNING AGENCY SPECIAL MEETING AGENDA THURSDAY, MAY 23, 2019 AT 5:30 PM CITY HALL - COMMISSION CHAMBERS 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA CALL TO ORDER Roll Call Invocation Pledge of Allegiance Approval of the Agenda AWARDS AND PRESENTATIONS 100.Not Used INFORMATIONAL AGENDA 200.Not Used PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. CONSENT AGENDA 300.Not Used PUBLIC HEARINGS AGENDA 400. Ocean Bleu Retail Building Final Engineering, Aesthetic Review, and Special Exceptions Attachments: Final Engineering Aesthetic Review Special Exception Application PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY SPECIAL MEETING | THURSDAY, MAY 23, 2019 | PAGE 2 OF 2 401.West End Professional Center Monument Sign Special Exception Attachments: Elevation Site Plan Photograph REGULAR AGENDA 500. Not Used REPORTS PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. ADJOURNMENT PUBLIC NOTICE This is a Public Meeting, and the public is invited to attend and this Agenda is subject to change. Please be advised that one (1) or more Members of any of the City's Advisory Boards and Committees may be in attendance at this Meeting, and may participate in discussions. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City of Winter Springs at (407) 327-1800 "at least 48 hours prior to meeting, a written request by a physically handicapped person to attend the meeting, directed to the chairperson or director of such board, commission, agency, or authority" - per Section 286.26 Florida Statutes. “If a person decides to appeal any decision made by the board, agency, or commission with respect to any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based” - per Section 286.0105 Florida Statutes. Special Exception Application TITLE Ocean Bleu Retail Building Final Engineering, Aesthetics, and Special Exceptions SUMMARY APPLICANT AND PROPERTY INFORMATION: • Applicant/Property owner’s name(s): JDBS Winter Springs, LLC • Property addresses: 201 Michael Blake Boulevard • Property Parcel ID numbers: 26-20-30-5AR-0A00-008M • Current FLUM Designation: Town Center District • Current Zoning Designations: T-C (Town Center District) • Development Agreements (if any): Winter Springs Holdings, 4/9/15  First Modification, 1/9/17 • Pending Code Enforcement Actions (if any): None • City Liens (if any): None APPLICABLE LAW, PUBLIC POLICY, AND EVENTS: Home Rule Powers Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan Project Overview JDBS Winter Springs, LLC (The Ocean Bleu Group) is proposing to build a multi- tenant retail building in the Winter Springs Town Center. The proposed 7,200 square foot two-story building is located on a 0.83-acre parcel on the north side of S.R. 434, east of Tuskawilla Road, west of Michael Blake Boulevard, and directly in front of The Blake Apartments (Catalyst) currently in the last phases of construction. The Ocean Bleu retail project will offer 51 parking spaces, bicycle parking, enhanced pedestrian access facilities, and a highly decorative aesthetic design package for both the building and surrounding site improvements. PUBLIC HEARINGS AGENDA ITEM 4 0 0 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY MAY 23, 2019 | REGULAR MEETING PUBLIC HEARINGS AGENDA ITEM 400 | THURSDAY, MAY 2 3 , 2019 | PAGE 2 OF 5 Aesthetic Review Plans (Exhibit A attached) The proposed project consists of one two-story multi-tenant retail building (faux second-story). The building uses a combination of stucco, brick, and cultured stone veneers. The building utilizes a neutral color scheme and various yet highly compatible materials that serves as an aesthetic bridge between the Starbucks and the Blake. The front of the building faces S.R. 434, and will feature wide sidewalks with the potential for outdoor seating. As a multi-tenant building, details of signage and precise locations of main entrances will depend on the number, location, and square footage of future tenants. The proposed project is designed to contribute significantly to the quality architectural styles that are typical of the Winter Springs Town Center and the surrounding area. The proposed building represents a positive addition to the City of Winter Springs, and is a high-quality, unique design that is harmonious with its surroundings and will add value to the proposed location Final Engineering Plans The Ocean Bleu Retail Building is a proposed multi-tenant retail building with a faux second story. The plans depict one 7,200 square foot building on a 0.83 acre lot, which is owned by JDBS Winter Springs LLC. A parking lot is located on the north and west sides of the building. The parking lot contains 48 standard parking stalls and three handicap stalls. The site also includes a bike rack for multi-modal customers. Access to and from the site is through two driveway connections on Sea Hawk Cove. The western access is a shared driveway with the existing Starbucks. Sea Hawk Cove was recently completed as part of The Blake Apartments project, by Catalyst. Sea Hawk Cove can be accessed from Michael Blake Blvd or Eagle Edge Lane, which was also recently completed with The Blake Apartments project. The site includes a parking area, paver patio area, enhanced landscaping, lighting, and upgraded sidewalks. The enhanced landscaping and 12-ft sidewalks will be located along SR 434 to provide a more walkable and aesthetically pleasing frontage. The project will also include the construction of additional parallel parking stalls on the south side of Sea Hawk Cove. Sea Hawk Cove and The Blake Apartments will border the site to the north. Starbucks will border the site to the west. The east and south sides of the site will be bordered by Michael Blake Blvd and SR 434, respectively. The site’s stormwater is master planned into The Blake Apartments’ master stormwater pond, which is located east of the Cross Seminole Trail. No additional onsite stormwater treatment is required. Existing infrastructure will route stormwater to the master pond. The facility will connect to Winter Springs water and sewer facilities located along Sea Hawk Cove. The City has water and sewer plant capacity to service this project. PUBLIC HEARINGS AGENDA ITEM 400 | THURSDAY, MAY 2 3 , 2019 | PAGE 3 OF 5 Special Exceptions The applicant is requesting approval of five Special Exception requests. In granting a Special Exception, per the Town Center Code, the City Commission must find substantial competent evidence that: (1)The city commission may by special exception waive strict compliance with provisions of this code in furtherance of promoting the town center policies adopted by the city. In granting a special exception, the city commission must find by substantial competent evidence that: (a)The proposed to development contributes, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development will add 7 retail units to the prominent corner of SR434 and Michael Blake Boulevard which is consistent with the mixed use nature of the overall Town Center. (b)The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and Code. The development of retail units in the proposed development will have a positive impact on the economy of the Winter Springs Town Center by locating shopping areas directly adjacent to local consumers in the Town Center who will be shopping and dining locally and generating more demand for local business. (c)The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 20-324(9) for these limitations. The proposed development will abide by all rules in the code other than those being requested in this Special Exception application. The proposed development does not proposed any building with footprints larger than 20,000 square feet. (d)The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. If the City Commission proposes any reasonable additional conditions, restrictions, or limitations, the Developer will strive to meet them. 20-321(c} Town Center Special Exceptions PUBLIC HEARINGS AGENDA ITEM 400 | THURSDAY, MAY 2 3 , 2019 | PAGE 4 OF 5 (e) With respect to each waiver requested, the specific waiver shall comply with all of the following: (i) Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; (ii) Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; (iii) Is in harmony with the general intent and purpose of the town center regulations; (iv) Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and (v) Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. The applicant requests that the Planning and Zoning Board consider the five following Special Exception requests: Special Exception Request #1: The applicant requests a Special Exception to increase the front setback from SR 434 from the maximum of 8-feet to approximately 47-feet. Sec. 20-325. - Transect standards. T5 (Urban Center Zone) Principle building setbacks (from property line) Front/principle plane- 0 ft.—8 ft. max (from front property line) Staff supports this Special Exception based on the inclusion of a decorative knee wall with landscaping along the west side of the property. This setback Special Exception maintains the setback plane of Starbucks and the retail buildings west of Tuskawilla. Special Exception Request #2: The applicant requests a Special Exception to reduce the off-street parking lot setback from S.R. 434 from a required minimum setback of 50-feet to approximately 40-feet. Sec. 20-324. - General provisions. 8c. Off-street surface parking lot placement. Off-street surface parking lots shall be set back a minimum of fifty (50) feet from the property line along the main street to accommodate liner buildings. PUBLIC HEARINGS AGENDA ITEM 400 | THURSDAY, MAY 2 3 , 2019 | PAGE 5 OF 5 Staff supports this Special Exception based on the relatively small size and location of the off-street parking lot, the small size of the property, plus the inclusion of a decorative knee wall and landscaping along the S.R. 434 frontage to provide adequate screening of the off-street parking lot. Special Exception Request #3: The applicant requests a Special Exception to reduce the 80% frontage buildout at the front setback required in the T5 transect to approximately 60%. Sec. 20-325. - Transect standards. T5 (Urban Center Zone) Lot Design Guidelines- 80% min. (at front setback) Staff supports this Special Exception based on the recognition that it would be highly impractical for a relatively small retail building on a 0.83-acre lot to achieve an 80% frontage buildout at the front setback, while still providing adequate parking, access, landscaping, and pedestrian facilities. To offset the frontage buildout reduction, the site includes a decorative knee wall, landscaping, and a new 12-foot wide sidewalk along the S.R. 434 frontage. Special Exception Request #4: The applicant requests a parking setback of 24’ from the property line along the main street, which is less than the 50’ minimum required. Sec. 20-324.(8) - General provisions T5 (Urban Center Zone) Parking Staff supports this Special Exception on aesthetic and circulation grounds. Special Exception requests 4 and 5 are meant to match the adjoining parking sections of this retail project and the adjacent Starbucks. Special Exception Request #5: The applicant requests a waiver for the requirement of a 6’ landscape island separating more than 6 consecutive parking spaces. Sec. 20-324.(8) - General provisions T5 (Urban Center Zone) Parking Staff supports this Special Exception on aesthetic and circulation grounds. Special Exception requests 4 and 5 are meant to match the adjoining parking sections of this retail project and the adjacent Starbucks. RECOMMENDATION Staff recommends approval of the Final Engineering, Aesthetic Review, and all Special Exceptions. NO. MICHAEL BLAKE BLVD & E STATE RD 434 WINTER SPRINGS, FLORIDA AT WSTC LOT 4 RETAIL ENGINEERDEVELOPMENT MANAGER / APPLICANT JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA, FL 33618 BRYAN SCHULTZ (813)28804654 NV5, INC. 201 S. BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANKLIN A. PORTER, P.E. 407-896-3317 AERIAL PHOTOVICINITY MAP NTS COVER SHEET C6.0 C1.0 SITE PLAN C10.0 C3.0 SWPPP PHASE 1 PLAN C4.0 SWPPP PHASE 2 PLAN S1.0 C5.0 WATER DETAILS DESCRIPTION PLANS BOUNDARY AND TOPOGRAPHIC SURVEY SANITARY SEWER DETAILS PROJECT LOCATION C9.0 CONSULTANTS LANDSCAPE: GEOTECH: 407-859-8378 ORLANDO, FL 32809 2815 DIRECTORS ROW, SUITE 500 ECS FLORIDA, LLC 407-695-4800 MAITLAND, FLORIDA 32751 601 S. LAKE DESTINY RD, SUITE 200 WATER MANAGEMENT: SITEWORK CONSTRUCTION JURISDICTION / UTILITIES WATER WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA ST. JOHNS RIVER WATER MAN. DISTRICT WASTEWATER ELECTRIC: OVIEDO, FLORIDA 32765 2801 WEST STATE ROAD 426 DUKE ENERGY 800-700-8744 TELEPHONE: ORLANDO, FLORIDA 32801 AT&T 407-351-8190 CABLE: ORLANDO, FLORIDA 32810 3767 ALL AMERICAN BLVD. SPECTRUM CABLE 1-800-222-0102 SURVEYOR: 407-896-3317 FRANK A. PORTER, P.E. ORLANDO, FLORIDA 32803 201 SOUTH BUMBY AVENUE LOCHRANE ENGINEERING, INC. CIVIL ENGINEER: ARCHITECT: ROBERT M. HOGUE BHM ARCHITECTURE, INC. 407-333-2005 LEGAL DESCRIPTION GRADING PLAN GENERAL DETAIL SHEET 1 J.SCOTT LIBERTY WINTER PARK, FLORIDA 32792 5621 REVELWOOD LOOP LANDSCAPE ARCHITECT LLC 407-719-2124 PROJECT LOCATION 407-896-3317 CHRIS LABERG, P.E. ORLANDO, FLORIDA 32803 201 SOUTH BUMBY AVENUE LOCHRANE ENGINEERING, INC. WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA 407-327-8979 WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA GENERAL DETAIL SHEET 2 C2.0 C7.0 OWNER JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA, FL 33618 C8.0 GEOTECHNICAL DATA: EARTHWORK RELATED TO THE BUILDING FLOOR SLAB SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT BY ECS FLORIDA, LLC, REPORT JOB NO. 24-6014, SIGNED BY ARAVIND RANGASWAMY, PE ON MARCH 8, 2017. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THIS REPORT. UTILITY PLAN L1.0 LANDSCAPE PLAN LI1.0 IRRIGATION PLAN 407-327-8979 407-327-8979 BRYANT SMITH, P.E. BRYANT SMITH, P.E. BRYANT SMITH, P.E. PARCEL ID #: 06-21-31-506-0000-0040 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065COVER SHEETC1.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPSITE 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. CONTRACTORS MUST BE FDOT PREQUALIFIED IN THE WORK CLASSES OF GRADING, DRAINAGE, AND FLEXIBLE PAVING TO BE ELIGIBLE TO WORK WITHIN THE PUBLIC ROW OF THIS PROJECT. THE PAVING SUBCONTRACTOR, IF APPLICABLE, MUST ALSO BE FDOT PREQUALIFIED IN FLEXIBLE PAVING. 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. ALL SITE LIGHTING IS TO BE INSTALLED PRIOR TO SITE ACCEPTANCE. CITY APPROVAL OF THE DUKE STREET LIGHTING PLAN IS REQUIRED PRIOR TO FINALIZATION. POLES AND FIXTURES ARE REQUIRED TO BE DECORATIVE 10. ALL SIGNAGE AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) STANDARDS AND SPECIFICATIONS. ALL SIGNAGE IS TO BE DECORATIVE. ALL STRIPING TO BE THEREMOPLASTIC. 11. ALL CONSTRUCTION DUMPSTERS TO BE WASTE PRO, NO EXCEPTIONS. DUMPSTERS ARE TO BE LOCATED A MIN. OF 100' FROM ANY SITE BOUNDARY. 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. 16. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY (S.R. 434) SHALL BE IN ACCORDANCE WITH 2017 DESIGN STANDARDS, 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2010 UTILITY ACCOMODATION MANUAL. 17. A 6' CHAIN LINK FENCE WITH EITHER GREEN OR BLACK OPAQUE PRIVACY SCREEN IS REQUIRED TO BE INSTALLED AROUND THE PROJECT PERIMETER PRIOR TO SITE WORK AND MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 18. A REFUNDABLE STORMWATER POLLUTION PREVENTION PLAN CASH DEPOSIT OR LETTER OF CREDIT FOR THE LESSER OF 1% OF THE SITE CONSTRUCTION COST OR $5,000 IS REQUIRED AT THE PRE-CONSTRUCTION MEETING 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. EXISTING AND NEWLY INSTALLED PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 6. STORM PIPE SHALL BE PER MASTER SITE SPECIFICATIONS SECTION 02630 (ADS HP STORM OR EQUIVALENT) 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 15. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 16. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYOR CONSULTANT. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 17. ALL EXISTING MANHOLE RIMS TO BE FLUSH WITH FINISHED GRADE. CONTRACTOR TO INSTALL MANHOLE RISERS OR ADJUST EXISTING FRAMES AS NECESSARY. 18. EXISTING GRATE ELEVATIONS TO REMAIN. WHERE PAVEMENT OVERLAY IS TO BE PLACED, FEATHER OVERLAY TO MATCH EXISTING GRATE ELEVATION TO FORM A SMOOTH TRANSITION. 19. SPOT ELEVATIONS ADJACENT TO CURBS REPRESENT EDGE OF PAVEMENT ELEVATIONS, TOP OF CURB SHOULD BE CONSIDERED 6" HIGHER. 20. CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE, AS DEPICTED ON SWPPP SITE MAPS 21. STRIP THE SURFICIAL ORGANIC SANDS AND IMPORT A MINIMUM OF 2 FEET OF PRE-APPROVED ENGINEERED FILL WITHIN THE LIMITS OF PROPOSED BUILDING FOUNDATIONS AND PAVEMENT. 22. AFTER STRIPPING IS COMPLETE, THE EXPOSED SUBGRADE SHALL BE OBSERVED, TESTED AND PROOF-ROLLED WITH A MINIMUM OF 10 PASSES WITH A HEAVY VIBRATORY ROLLER IN PERPENDICULAR DIRECTIONS. 23. FILL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 9 TO 12 INCHES IN LOOSE THICKNESS, WITH EACH LIFT COMPACTED TO AT LEAST 95 PERCENT OF THE SOILS MODIFIED PROCTOR DRY DENSITY, (ASTM D-1557), AT A DEPTH OF 1 FOOT BELOW THE COMPACTED SURFACE, AS DETERMINED BY IN-PLACE DENSITY TESTS. 24. FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY 25. IMPORTED FILL OR BACKFILL SHOULD CONSIST OF FINE SAND WITH LESS THAN 15 PERCENT PASSING THE NO. 200 SIEVE, FREE 26. MOISTURE CONTENT OF THE FILL SHALL BE WITH IN +/-2 PERCENT OF OPTIMUM MOISTURE CONTENT AS ESTABLISHED IN ASTM D-1557. 27. ONE FIELD DENSITY TEST SHALL BE CONDUCTED PER 2,500 SQUARE FEET (OR FRACTION THEREOF) PER LIFT, IN THE BUILDING AREA, 28. ALTHOUGH THE EXPOSED SUBGRADE IS ANTICIPATED TO BE RELATIVELY STABLE UPON INITIAL EXPOSURE, UNSTABLE SUBGRADE CONDITIONS COULD DEVELOP DURING GENERAL CONSTRUCTION OPERATIONS IF THE SOILS ARE WETTED AND/OR SUBJECTED TO REPETITIVE CONSTRUCTION TRAFFIC. SITE GRADING NOTES: 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 GRAVITY 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 4. WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE DEPICTED ON PLANS: - 3" AND SMALLER, PVC ASTM D 221, WITH SDR 21 RATING, CONTINUALLY MARKED WITH MFR'S NAME PIPE SIZE, CELL CLASSIFICATION, SDR RATING, AND ASTM D1748 MAT. CLASS - 4" TO 16", PVC, AWWA C900, RATED DR18 (CLASS 150), CONTINUALLY MARKED AS REQ'D - 4" TO 16", DIP, AWWA C151, PRESSURE CLASS 350 (4-12"), PRESSURE CLASS 250 (14-16") 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES AND SANITARY SEWER. 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY CITY OF WINTER SPRINGS PUBLIC WORKS/UTILITIES BEFORE BACKFILLING. CONTRACTOR TO PROVIDE A MINIMUM 48 HOURS NOTICE. 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. SANITARY LINES 6" AND GREATER ARE TO HAVE A MIN. SLOPE OF 0.40% AND MAINTAIN A MIN SLOPE OF 2FPS.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 AND VALVE BOXES SHALL BE TRAFFIC RATED AND FLUSH WOTH TOP OF PAVEMENT. 22. ALL SANITARY MANHOLES SHALL HAVE INCLUDE TROWEL-FINISHED CONCRETE BENCHING. 1 TEST PER 5,000 SQUARE FEET IN PAVEMENT AREAS. OF RUBBLE, ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL. 29. LANDSCAPED AREAS BETWEEN RESIDENTIAL BUILDINGS AND SIDEWALKS ALONG PUBLIC ROADS SHALL BE SLOPED SUCH THAT THE EXPOSED FOOTER OF THE BUILDING IS A MINIMUM OF 1 FOOT AND MAXIMUM OF 2.5 FEET. 30. PER TOWN CENTER CODE ALL RESIDENTIAL FINISHED FLOORS MUST BE 2 FEET ABOVE THE ADJACENT SIDEWALK GRADE. SITEWORK SPECIFICATIONS: CIVIL ENGINEERING SITEWORK SPECIFICATIONS ARE INTEGRAL TO THIS PLAN SET AND INCLUDED IN THE FINAL PERMIT SET OF DOCUMENTATION FROM THE CITY OF WINTER SPRINGS. THE CONTRACTOR SHALL OBTAIN A COPY BY CONTACTING NV5. VERTICAL DATUM: ALL ELEVATIONS ARE BASED ON NGVD 1929 VERTICAL DATUM GROUND SURFACES. NO. MICHAEL BLAKE BLVD & E STATE RD 434 WINTER SPRINGS, FLORIDA AT WSTC LOT 4 RETAIL ENGINEERDEVELOPMENT MANAGER / APPLICANT JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA, FL 33618 BRYAN SCHULTZ (813)28804654 NV5, INC. 201 S. BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANKLIN A. PORTER, P.E. 407-896-3317 AERIAL PHOTOVICINITY MAP NTS COVER SHEET C6.0 C1.0 SITE PLAN C10.0 C3.0 SWPPP PHASE 1 PLAN C4.0 SWPPP PHASE 2 PLAN S1.0 C5.0 WATER DETAILS DESCRIPTION PLANS BOUNDARY AND TOPOGRAPHIC SURVEY SANITARY SEWER DETAILS PROJECT LOCATION C9.0 CONSULTANTS LANDSCAPE: GEOTECH: 407-859-8378 ORLANDO, FL 32809 2815 DIRECTORS ROW, SUITE 500 ECS FLORIDA, LLC 407-695-4800 MAITLAND, FLORIDA 32751 601 S. LAKE DESTINY RD, SUITE 200 WATER MANAGEMENT: SITEWORK CONSTRUCTION JURISDICTION / UTILITIES WATER WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA ST. JOHNS RIVER WATER MAN. DISTRICT WASTEWATER ELECTRIC: OVIEDO, FLORIDA 32765 2801 WEST STATE ROAD 426 DUKE ENERGY 800-700-8744 TELEPHONE: ORLANDO, FLORIDA 32801 AT&T 407-351-8190 CABLE: ORLANDO, FLORIDA 32810 3767 ALL AMERICAN BLVD. SPECTRUM CABLE 1-800-222-0102 SURVEYOR: 407-896-3317 FRANK A. PORTER, P.E. ORLANDO, FLORIDA 32803 201 SOUTH BUMBY AVENUE LOCHRANE ENGINEERING, INC. CIVIL ENGINEER: ARCHITECT: ROBERT M. HOGUE BHM ARCHITECTURE, INC. 407-333-2005 LEGAL DESCRIPTION GRADING PLAN GENERAL DETAIL SHEET 1 J. SCOTT LIBERTY WINTER PARK, FLORIDA 32792 5621 REVELWOOD LOOP LANDSCAPE ARCHITECT LLC 407-719-2124 PROJECT LOCATION 407-896-3317 CHRIS LABERG, P.E. ORLANDO, FLORIDA 32803 201 SOUTH BUMBY AVENUE LOCHRANE ENGINEERING, INC. WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA 407-327-8979 WINTER SPRINGS, FLORIDA 32708 1126 EAST STATE ROAD 434 CITY OF WINTER SPRINGS, FLORIDA GENERAL DETAIL SHEET 2 C2.0 C7.0 OWNER JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA, FL 33618 C8.0 GEOTECHNICAL DATA: EARTHWORK RELATED TO THE BUILDING FLOOR SLAB SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT BY ECS FLORIDA, LLC, REPORT JOB NO. 24-6014, SIGNED BY ARAVIND RANGASWAMY, PE ON MARCH 8, 2017. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THIS REPORT. UTILITY PLAN L1.0 LANDSCAPE PLAN LI1.0 IRRIGATION PLAN 407-327-8979 407-327-8979 BRYANT SMITH, P.E. BRYANT SMITH, P.E. BRYANT SMITH, P.E. PARCEL ID #: 06-21-31-506-0000-0040 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065COVER SHEETC1.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPSITE 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. CONTRACTORS MUST BE FDOT PREQUALIFIED IN THE WORK CLASSES OF GRADING, DRAINAGE, AND FLEXIBLE PAVING TO BE ELIGIBLE TO WORK WITHIN THE PUBLIC ROW OF THIS PROJECT. THE PAVING SUBCONTRACTOR, IF APPLICABLE, MUST ALSO BE FDOT PREQUALIFIED IN FLEXIBLE PAVING. 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. ALL SITE LIGHTING IS TO BE INSTALLED PRIOR TO SITE ACCEPTANCE. CITY APPROVAL OF THE DUKE STREET LIGHTING PLAN IS REQUIRED PRIOR TO FINALIZATION. POLES AND FIXTURES ARE REQUIRED TO BE DECORATIVE 10. ALL SIGNAGE AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH MUTCD (LATEST EDITION) STANDARDS AND SPECIFICATIONS. ALL SIGNAGE IS TO BE DECORATIVE. ALL STRIPING TO BE THEREMOPLASTIC. 11. ALL CONSTRUCTION DUMPSTERS TO BE WASTE PRO, NO EXCEPTIONS. DUMPSTERS ARE TO BE LOCATED A MIN. OF 100' FROM ANY SITE BOUNDARY. 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. 16. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY (S.R. 434) SHALL BE IN ACCORDANCE WITH 2017 DESIGN STANDARDS, 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2010 UTILITY ACCOMODATION MANUAL. 17. A 6' CHAIN LINK FENCE WITH EITHER GREEN OR BLACK OPAQUE PRIVACY SCREEN IS REQUIRED TO BE INSTALLED AROUND THE PROJECT PERIMETER PRIOR TO SITE WORK AND MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 18. A REFUNDABLE STORMWATER POLLUTION PREVENTION PLAN CASH DEPOSIT OR LETTER OF CREDIT FOR THE LESSER OF 1% OF THE SITE CONSTRUCTION COST OR $5,000 IS REQUIRED AT THE PRE-CONSTRUCTION MEETING 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. EXISTING AND NEWLY INSTALLED PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 6. STORM PIPE SHALL BE PER MASTER SITE SPECIFICATIONS SECTION 02630 (ADS HP STORM OR EQUIVALENT) 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 15. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 16. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYOR CONSULTANT. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 17. ALL EXISTING MANHOLE RIMS TO BE FLUSH WITH FINISHED GRADE. CONTRACTOR TO INSTALL MANHOLE RISERS OR ADJUST EXISTING FRAMES AS NECESSARY. 18. EXISTING GRATE ELEVATIONS TO REMAIN. WHERE PAVEMENT OVERLAY IS TO BE PLACED, FEATHER OVERLAY TO MATCH EXISTING GRATE ELEVATION TO FORM A SMOOTH TRANSITION. 19. SPOT ELEVATIONS ADJACENT TO CURBS REPRESENT EDGE OF PAVEMENT ELEVATIONS, TOP OF CURB SHOULD BE CONSIDERED 6" HIGHER. 20. CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE, AS DEPICTED ON SWPPP SITE MAPS 21. STRIP THE SURFICIAL ORGANIC SANDS AND IMPORT A MINIMUM OF 2 FEET OF PRE-APPROVED ENGINEERED FILL WITHIN THE LIMITS OF PROPOSED BUILDING FOUNDATIONS AND PAVEMENT. 22. AFTER STRIPPING IS COMPLETE, THE EXPOSED SUBGRADE SHALL BE OBSERVED, TESTED AND PROOF-ROLLED WITH A MINIMUM OF 10 PASSES WITH A HEAVY VIBRATORY ROLLER IN PERPENDICULAR DIRECTIONS. 23. FILL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 9 TO 12 INCHES IN LOOSE THICKNESS, WITH EACH LIFT COMPACTED TO AT LEAST 95 PERCENT OF THE SOILS MODIFIED PROCTOR DRY DENSITY, (ASTM D-1557), AT A DEPTH OF 1 FOOT BELOW THE COMPACTED SURFACE, AS DETERMINED BY IN-PLACE DENSITY TESTS. 24. FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY 25. IMPORTED FILL OR BACKFILL SHOULD CONSIST OF FINE SAND WITH LESS THAN 15 PERCENT PASSING THE NO. 200 SIEVE, FREE 26. MOISTURE CONTENT OF THE FILL SHALL BE WITH IN +/-2 PERCENT OF OPTIMUM MOISTURE CONTENT AS ESTABLISHED IN ASTM D-1557. 27. ONE FIELD DENSITY TEST SHALL BE CONDUCTED PER 2,500 SQUARE FEET (OR FRACTION THEREOF) PER LIFT, IN THE BUILDING AREA, 28. ALTHOUGH THE EXPOSED SUBGRADE IS ANTICIPATED TO BE RELATIVELY STABLE UPON INITIAL EXPOSURE, UNSTABLE SUBGRADE CONDITIONS COULD DEVELOP DURING GENERAL CONSTRUCTION OPERATIONS IF THE SOILS ARE WETTED AND/OR SUBJECTED TO REPETITIVE CONSTRUCTION TRAFFIC. SITE GRADING NOTES: 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 GRAVITY 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 4. WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE DEPICTED ON PLANS: - 3" AND SMALLER, PVC ASTM D 221, WITH SDR 21 RATING, CONTINUALLY MARKED WITH MFR'S NAME PIPE SIZE, CELL CLASSIFICATION, SDR RATING, AND ASTM D1748 MAT. CLASS - 4" TO 16", PVC, AWWA C900, RATED DR18 (CLASS 150), CONTINUALLY MARKED AS REQ'D - 4" TO 16", DIP, AWWA C151, PRESSURE CLASS 350 (4-12"), PRESSURE CLASS 250 (14-16") 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES AND SANITARY SEWER. 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY CITY OF WINTER SPRINGS PUBLIC WORKS/UTILITIES BEFORE BACKFILLING. CONTRACTOR TO PROVIDE A MINIMUM 48 HOURS NOTICE. 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. SANITARY LINES 6" AND GREATER ARE TO HAVE A MIN. SLOPE OF 0.40% AND MAINTAIN A MIN SLOPE OF 2FPS.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 AND VALVE BOXES SHALL BE TRAFFIC RATED AND FLUSH WOTH TOP OF PAVEMENT. 22. ALL SANITARY MANHOLES SHALL HAVE INCLUDE TROWEL-FINISHED CONCRETE BENCHING. 1 TEST PER 5,000 SQUARE FEET IN PAVEMENT AREAS. OF RUBBLE, ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL. 29. LANDSCAPED AREAS BETWEEN RESIDENTIAL BUILDINGS AND SIDEWALKS ALONG PUBLIC ROADS SHALL BE SLOPED SUCH THAT THE EXPOSED FOOTER OF THE BUILDING IS A MINIMUM OF 1 FOOT AND MAXIMUM OF 2.5 FEET. 30. PER TOWN CENTER CODE ALL RESIDENTIAL FINISHED FLOORS MUST BE 2 FEET ABOVE THE ADJACENT SIDEWALK GRADE. SITEWORK SPECIFICATIONS: CIVIL ENGINEERING SITEWORK SPECIFICATIONS ARE INTEGRAL TO THIS PLAN SET AND INCLUDED IN THE FINAL PERMIT SET OF DOCUMENTATION FROM THE CITY OF WINTER SPRINGS. THE CONTRACTOR SHALL OBTAIN A COPY BY CONTACTING NV5. VERTICAL DATUM: ALL ELEVATIONS ARE BASED ON NGVD 1929 VERTICAL DATUM GROUND SURFACES. LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYLOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLY41.39 X X41.20 X39.33 IP1 IP1 IP1 DISCHARGE POINT LIMITS OF DISTURBANCE SILT FENCE IP1 CE 20'50' SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIP2 IP2 NORTH40200 SCALE: 1" = 20' 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 AND MS4 (CITY OF WINTER SPRINGS & FDOT); 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." B. PERMANENT STORMWATER MANAGEMENT CONTROLS: 1.CATCH BASINS AND STORM SEWER SYSTEM ON-SITE TO PROVIDE POSITIVE DRAINAGE OF THE ENTIRE SITE TO THE DISCHARGE POINT. C. CONTROLS FOR OTHER POLLUTANTS: 1.WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL MANOR, AND COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE DISPOSAL AND COMMERCIAL SITE DEVELOPMENT. 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 KEEP DUST DOWN. 3.FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS' SUGGESTED APPLICATION APPLICATION RATES. THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED SHED. 4.TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED. 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 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 PLACED AROUND THE WASHDOWN AREA. BEST MANAGEMENT PRACTICES SEQUENCE 1. SITE DESCRIPTION A. CONSTRUCTION OF COMMERCIAL RETAIL 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:0.83± ACRES DISTURBED SITE AREA:0.83± ACRES D. SOILS: THE SOILS (PER NRCS) POMELLO, ST JOHNS/EAUGALLIE E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT:0.83± ACRES DRAINAGE AREA FOR PROPOSED DISCHARGE POINT:0.83± ACRES F.LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 46.75" N DISCHARGE POINT LONG:81°15' 38.85" W DISCHARGES TO EXISTING STORM WATER SYSTEM LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 46.75" N DISCHARGE POINT LONG:81°15' 38.85" W DISCHARGES TO EXISTING STORM WATER SYSTEM 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 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. 4.ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION CONTROL DETAIL SHEET. 5.IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS THE CITY OF WINTER SPRINGS SHALL BE NOTIFIED. EROSION DETAILS LEGEND TEMPORARY SILT FENCE WITH WIRE SUPPORT (SEE DETAIL 7, SHEET C8.0) CURB INLET PROTECTION (SEE DETAIL 7, SHEET C8.0) PROPERTY LINE PROPOSED LIMITS OF DISTURBANCE IP1 SF CE SF INLET PROTECTION (SEE DETAIL 7, SHEET C8.0)IP2 (SEE DETAIL 7, SHEET C8.0)FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SWPPP PHASE 1 PLANC2.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPNOTE: THE LIMITS OF DISTURBANCE SHALL BE STRICKLY ADHERED TO LOT 3 0.67 AC STARBUCKS 2,500 SF RTLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTS.R. 434 MICHAEL BLAKE BLVD.X X X39.33 IP1 IP1 IP1 DISCHARGE POINT LIMITS OF DISTURBANCE SILT FENCE IP1 CE 20'50'SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFIP2 IP2 SFSFSFSFSFSFIP2 IP2 IP2 IP2 IP2 IP2 NORTH40200 SCALE: 1" = 20' EROSION DETAILS LEGEND TEMPORARY SILT FENCE WITH WIRE SUPPORT (SEE DETAIL 7, SHEET C8.0) CURB INLET PROTECTION (SEE DETAIL 7, SHEET C8.0) PROPERTY LINE PROPOSED LIMITS OF DISTURBANCE IP1 SF CE SF 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 AND MS4 (CITY OF WINTER SPRINGS & FDOT); 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." INLET PROTECTION (SEE DETAIL 7, SHEET C8.0)IP2 (SEE DETAIL 7, SHEET C8.0) B. PERMANENT STORMWATER MANAGEMENT CONTROLS: 1.CATCH BASINS AND STORM SEWER SYSTEM ON-SITE TO PROVIDE POSITIVE DRAINAGE OF THE ENTIRE SITE TO THE DISCHARGE POINT. C. CONTROLS FOR OTHER POLLUTANTS: 1.WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL MANOR, AND COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE DISPOSAL AND COMMERCIAL SITE DEVELOPMENT. 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 KEEP DUST DOWN. 3.FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS' SUGGESTED APPLICATION APPLICATION RATES. THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED SHED. 4.TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED. 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 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 PLACED AROUND THE WASHDOWN AREA. BEST MANAGEMENT PRACTICES SEQUENCE 1. SITE DESCRIPTION A. CONSTRUCTION OF COMMERCIAL RETAIL 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:0.83± ACRES DISTURBED SITE AREA:0.83± ACRES D. SOILS: THE SOILS (PER NRCS) POMELLO, ST JOHNS/EAUGALLIE E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT:0.83± ACRES DRAINAGE AREA FOR PROPOSED DISCHARGE POINT:0.83± ACRES F.LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 46.75" N DISCHARGE POINT LONG:81°15' 38.85" W DISCHARGES TO EXISTING STORM WATER SYSTEM LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 46.75" N DISCHARGE POINT LONG:81°15' 38.85" W DISCHARGES TO EXISTING STORM WATER SYSTEM 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 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. 4.ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION CONTROL DETAIL SHEET. 5.IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS THE CITY OF WINTER SPRINGS SHALL BE NOTIFIED.FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SWPPP PHASE 2 PLANC3.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUP LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYS.R. 434 MICHAEL BLAKE BLVD.7,200 SF 60'18'3.32'18 9 120' 18'18'22'18'6'9'12'12.55' 15.39' 9 9' 1118'22'4 18' 3'R. A 24'10'R.5'10'7'11' 9'22' 5' 3'R.3'R. 3' R .10'R.1 0 ' R . 1 0 ' R . 3'3'6'5'20'9'3'R.12'12.10'B C C B B B D D D D D L E F G HREMOVE 107LF OF EXISTING CURB AND GUTTERI I I J J K M 12' SWSL/24" SWSL/12" SWSL/4" SWSL/4" SWSL/12" N EDGE OF PAVEMENT TO BE FLUSH WITH SIDEWALK CURBED SIDEWALK O O P 10'R.9' 15.31'17.42'13.56'M 6'12'L Q REMOVE EXISTING SIDEWALK 3.5'C R SS T T T 11.5' 4' A P 5'P V FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SITE PLANC4.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPNORTH40200 SCALE: 1" = 20' B D G H J SITE LEGEND ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE, SIGN AND SYMBOL. (SEE DETAIL 1, SHEET C8.0). PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C8.0). 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C7.0). CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C7.0). (2) DUMPSTER ENCLOSURES ( (1)-RECYCLING & (1) TRASH ) PER ARCH. PLANS BIKE RACKS. (SEE DETAIL 4, SHEET C8.0). PROPOSED MONUMENT SIGN (SEE ARCH. PLANS). REQUIRES SEPARATE BUILDING PERMIT. DECORATIVE 30" STOP SIGN (R1-1) - HIGH REFLECTIVE INTENSITY PRIVATE PEDESTRIAN CROSSWALK WITH (1)-12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 7, SHEET C7.0). 6' WIDE UNLESS OTHER WISE NOTED ON PLANS. TIE INTO EXISTING DECORATIVE KNEE WALL WITH 18LF OF DECORATIVE KNEEWALL TO MATCH EXISTING. DECORATIVE END CAP TO BE PROVIDED. KNEE WALL AND END CAP TO BE PERMITTED SEPARATELY. PROPOSED 12' WIDE CONCRETE SIDEWALK DECORATIVE RAILING TO MATCH STARBUCKS TYPE AND COLOR. (PER ARCH. PLANS) POTENTIAL TRANSFORMER LOCATION, FINAL LOCATION TO BE DETERMINED BY DUKE ENERGY. 6' CURB TRANSITION CONCRETE WHEEL STOP 3.6' WIDE GREEN SPACE 6'X3' CONCRETE PAD FOR BFP (SEE UTILITY SHEET C6.0) GATE, TO BE COMPLIANT WITH ADA REQUIRMENTS LANDSCAPE PLANTERS. SEE LANDSCAPE PLANS E F I K C A L SITE INFORMATION: SITE DATA: LOT 4 0.83 AC 100.00% OPEN SPACE PROVIDED: 0.104 AC (12.56%) PARKING REQUIRED: BASED ON GENERAL TENANT CRITERIA PARKING PROVIDED: STANDARD PARKING: (9' x 18') 47 SPACES HC VAN ACCESSIBLE:(12' x 18') 3 SPACES TOTAL: 50 SPACES ON-STREET (OFFSITE):(9' x 20')6 SPACES RECOMMENDED PARKING RATIO: 1 SPC / 300 SF = 7200 / 300 = 24 SPACES REQ. EXISTING USE: VACANT LAND PROPOSED USE: COMMERCIAL BUILDING MIN HEIGHT: 2 STORIES BUILDING MAX HEIGHT: 5 STORIES FAR: SF = 0.19 T-5 BUILDING SETBACKS REQUIRED: FRONT MIN. 0 FT FRONT MAX. 8 FT REAR 3 FT SIDE MIN. 0 FT SIDE MAX. 24 FT FRONTAGE BUILD OUT: 80% MIN. LANDSCAPE BUFFER ADJACENT TO R-O-W:0' ADJACENT PROPERTY:0' EXISTING ZONING/FUTURE LAND USE: TC PROPOSED ZONING/FUTURE LAND USE: TC NOTE: ALL SIGNS SHALL USE DECORATIVE BASE PER DETAIL 3, SHEET C8.0. M SINGLE WHITE SOLID LINE / 4" WIDE SITE LEGEND SWSL/4" N O PAVEMENT LEGEND 4" REGULAR DUTY CONCRETE PATIO AREA: U.S. PAVERSCAPE, MOCHA BLEND SINGLE WHITE SOLID LINE / 12" WIDESWSL/12" SINGLE WHITE SOLID LINE / 24" WIDESWSL/24" P Q R S T PROVIDED: FRONT MAX: 21' SIDE MAX: 90 FT (WEST) FRONTAGE BUILD OUT: 53.3% SEE DETAIL 10, SHEET C08.0 ASPHALT PAVING FOR ALLEYS, PARKING LOTS, AND PRIVATE ROADS. SEE DETAIL 5, SHEET C07.0 ASPHALT PAVING FOR PUBLIC ROWS SEE DETAIL 5, SHEET C07.0 RUNNING BOND PATTERN W/ LITHOCHROME CLEAR SEALER, SEE DETAIL THIS SHEET U.S. PAVERSCAPE, RUNNING BOND PATTERN LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYS.R. 434 MICHAEL BLAKE BLVD.7,200 SF 60'18'3.32'18 9 120' 18'18'22'18'6'9'12'12.55' 15.39' 9 9' 1118'22'4 18' 3'R. A 24'10'R.5'10'7'11' 9'22' 5' 3'R.3'R. 3' R .10'R.1 0 ' R . 1 0 ' R . 3'3'6'5'20'9'3'R.12'12.10'B C C B B B D D D D D L E F G HREMOVE 107LF OF EXISTING CURB AND GUTTERI I I J J K M 12' SWSL/24" SWSL/12" SWSL/4" SWSL/4" SWSL/12" N EDGE OF PAVEMENT TO BE FLUSH WITH SIDEWALK CURBED SIDEWALK O O P 10'R.9' 15.31'17.42'13.56'M 6'12'L Q REMOVE EXISTING SIDEWALK 3.5'C R SS T T T 11.5' 4' A P 5'P V FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SITE PLANC4.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPNORTH40200 SCALE: 1" = 20' B D G H J SITE LEGEND ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE, SIGN AND SYMBOL. (SEE DETAIL 1, SHEET C8.0). PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C8.0). 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C7.0). CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C7.0). (2) DUMPSTER ENCLOSURES ( (1)-RECYCLING & (1) TRASH ) PER ARCH. PLANS BIKE RACKS. (SEE DETAIL 4, SHEET C8.0). PROPOSED MONUMENT SIGN (SEE ARCH. PLANS). REQUIRES SEPARATE BUILDING PERMIT. DECORATIVE 30" STOP SIGN (R1-1) - HIGH REFLECTIVE INTENSITY PRIVATE PEDESTRIAN CROSSWALK WITH (1)-12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 7, SHEET C7.0). 6' WIDE UNLESS OTHER WISE NOTED ON PLANS. TIE INTO EXISTING DECORATIVE KNEE WALL WITH 18LF OF DECORATIVE KNEEWALL TO MATCH EXISTING. DECORATIVE END CAP TO BE PROVIDED. KNEE WALL AND END CAP TO BE PERMITTED SEPARATELY. PROPOSED 12' WIDE CONCRETE SIDEWALK DECORATIVE RAILING TO MATCH STARBUCKS TYPE AND COLOR. (PER ARCH. PLANS) POTENTIAL TRANSFORMER LOCATION, FINAL LOCATION TO BE DETERMINED BY DUKE ENERGY. 6' CURB TRANSITION CONCRETE WHEEL STOP 3.6' WIDE GREEN SPACE 6'X3' CONCRETE PAD FOR BFP (SEE UTILITY SHEET C6.0) GATE, TO BE COMPLIANT WITH ADA REQUIRMENTS LANDSCAPE PLANTERS. SEE LANDSCAPE PLANS E F I K C A L SITE INFORMATION: SITE DATA: LOT 4 0.83 AC 100.00% OPEN SPACE PROVIDED: 0.104 AC (12.56%) PARKING REQUIRED: BASED ON GENERAL TENANT CRITERIA PARKING PROVIDED: STANDARD PARKING: (9' x 18') 47 SPACES HC VAN ACCESSIBLE:(12' x 18') 3 SPACES TOTAL: 50 SPACES ON-STREET (OFFSITE):(9' x 20')6 SPACES RECOMMENDED PARKING RATIO: 1 SPC / 300 SF = 7200 / 300 = 24 SPACES REQ. EXISTING USE: VACANT LAND PROPOSED USE: COMMERCIAL BUILDING MIN HEIGHT: 2 STORIES BUILDING MAX HEIGHT: 5 STORIES FAR: SF = 0.19 T-5 BUILDING SETBACKS REQUIRED: FRONT MIN. 0 FT FRONT MAX. 8 FT REAR 3 FT SIDE MIN. 0 FT SIDE MAX. 24 FT FRONTAGE BUILD OUT: 80% MIN. LANDSCAPE BUFFER ADJACENT TO R-O-W:0' ADJACENT PROPERTY:0' EXISTING ZONING/FUTURE LAND USE: TC PROPOSED ZONING/FUTURE LAND USE: TC NOTE: ALL SIGNS SHALL USE DECORATIVE BASE PER DETAIL 3, SHEET C8.0. M SINGLE WHITE SOLID LINE / 4" WIDE SITE LEGEND SWSL/4" N O PAVEMENT LEGEND 4" REGULAR DUTY CONCRETE PATIO AREA: U.S. PAVERSCAPE, MOCHA BLEND SINGLE WHITE SOLID LINE / 12" WIDESWSL/12" SINGLE WHITE SOLID LINE / 24" WIDESWSL/24" P Q R S T PROVIDED: FRONT MAX: 21' SIDE MAX: 90 FT (WEST) FRONTAGE BUILD OUT: 53.3% SEE DETAIL 10, SHEET C08.0 ASPHALT PAVING FOR ALLEYS, PARKING LOTS, AND PRIVATE ROADS. SEE DETAIL 5, SHEET C07.0 ASPHALT PAVING FOR PUBLIC ROWS SEE DETAIL 5, SHEET C07.0 RUNNING BOND PATTERN W/ LITHOCHROME CLEAR SEALER, SEE DETAIL THIS SHEET U.S. PAVERSCAPE, RUNNING BOND PATTERN LOT 3 0.67 AC STARBUCKS 2,500 SF RTLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTS.R. 434 MICHAEL BLAKE BLVD.40.60 39.66 38.39 38.6238.50 40.47 38.12 38.00 41.10 40.75 39.00 39.50 39.40 38.80 39.54 40.35 37.60 38.87 38.25 39.11 38.61 EX 40.65 39.27 41.15 41.26 41.39 39.52 40.02 40.13 40.25 41.79 40.52 39.95 39.55 39.90 39.82 39.82 40.80 40.65 40.65 40.7540.85 41.20 41.10 40.7440.67 40.69 GRT. 40.44 40.74 GRT. 39.70 40.74 40.6040.15 40.05 40.15 40.27 40.22 40.32 40.36 2 1 3 GRT. 38.254 MEG MEG SC SC EDGE OF PAVEMENT TO BE FLUSH WITH SIDEWALK F.F. 41.00 40.9840.9840.9840.9840.9840.98 40.52 40.5240.52 39.90 39.86 39.9639.96 40.54 GRT. 40.705GRT.40.706GRT. 40.70 7 41.50 40.68 40.24 40.14 40.20 40.48 39.22 39.42 39.66 39.46 39.53 39.7739.63 39.87 39.90 40.01 40.50 40.27 40.22 40.15 40.44 40.14 40.02 38.63 39.30 39.10 39.05 39.20 38.90 38.86 38.72 38.6038.60 38.72 39.2239.10 REMOVE EXISTING STRUCTURE AND PIPE REMOVE EXISTING TYPE P6 INL. & REPLACE WITH TYPE VG INL. 39.22 39.10 38.75 39.30 38.57 39.05 37.95 38.13 39.5039.53 39.58 39.49 39.6039.7540.65 40.74 40.74 40.74 40.78 SC 40.86 40.98 40.86 40.98 40.83 GRT.39.429 40.98 40.98 40.98 40.98 40.98 CLEAN OUT 10" PVC10" PVC 12" PVC 40.90 8 40.98 40.90 40.98 40.98 40.98 40.98 40.98 40.74 40.7440.45 40.56 40.62 40.86 12" PVC 39.13 40.10 42.32X 42.47 42.26 42.1442.38 42.88 42.9342.5242.31 42.88 43.0542.6442.43 42.26 42.7442.80 42.64 42.64 41.91 41.96 42.08 MEG 40.35 EDGE OF PAVEMENT TO BE FLUSH WITH SIDEWALK 40.52 40.52 40.52 40.52 40.29 40.16 40.52 40.52 2%2%2%NORTH40200 SCALE: 1" = 20' LEGEND = SPOT ELEVATION = GRADE BREAK = SURFACE FLOW 40.89 SC = SAWCUT EXISTING EOP AND MATCH TO LINE AND GRADE AT EDGE OF PAVEMENT STORM SEWER SCHEDULE STRUCTURE NUMBER STRUCTURE TYPE TOP OF CASTING EL. PIPE LENGTH (FEET) PIPE SIZE / TYPE PERCENT SLOPEIN INVERT ELEVATIONS 1 2 OUT DOWNSTREAM STRUCTURE 3 4 63'15" RCP 1.00%2 TYPE C 40.44 33.04 32'18" RCP 0.30%3 TYPE C 39.70 32.41 32.32 *TIE INTO EXISTING STS 18" STUB * *REMOVE EXISTING TYPE P-6 INLET AND REPLACE WITH TYPE VG INLET* **TYPE VG 38.25 32.41 SW,SE 32.32 18" RCP 18" RCP MATCH EXISTING GRADEMEG 5 45'10" PVC 2.00%6 10" YARD DRAIN 36.26 6 45'10" PVC 2.00%7 35.36 7 30'10" PVC 2.00%8 34.46 35.36 34.46 8 41'12" PVC 2.00%1 40.74 33.86CLEAN OUT 33.86 9 84'18" RCP 2.00%2 39.42 34.09 10" YARD DRAIN 10" YARD DRAIN 40.70 40.70 40.70 33.04 33.72 S FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065GRADING PLANC5.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPTYPE C LOT 3 0.67 AC STARBUCKS 2,500 SF RTLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTS.R. 434 MICHAEL BLAKE BLVD.Z PRIVATE FIRE HYDRANT ASSEMBLY PRIVATE METER BANK. CONTRACTOR TO INSTALL 3/4" POLY LINES TO EACH TENANT SPACE WM 8 PVC EXISTING WM 8 PVC TIE WM 8 PVC TO EXIST. 8" STUB 6" DR18 FIRE WM 2.0 PVC 8" PLUG 56 LF,SAN 8 PVC,2.00% TIE TO EXISTING SANITARY MH AT INV. 31.89 SAN 6 PVC 1.00% MIN. INV. 33.85 INV. 33.64INV. 33.53 INV. 33.40 INV. 33.51 C.O. INV.33.50 C.O. INV. 33.00 SANITARY TYPE I MH RIM 40.38 INV. 33.00 NE,NW,SE SAN 4 PVC1.00% MIN.SAN 4 PVC1.00% MIN.SAN 4 PVC1.00% MIN.SAN 4 PVCSAN 4 PVC1.00% MIN.8"X4" TEE WM 6" PVC FDC 6" DR18 FIRE FIRE ENTRY 6" DDCVA, 6'X3' CONC. PAD. 8"X8" TEE 8"GATE VALVE F.F. 41.00 CURBING TO BE PAINTED YELLOW AUTO TURN SEMINOLE COUTY LADDER TRUCK RPZ B.F.P. W/ 2.0" DOMESTIC METER CLEARANCE BETWEEN PIPES = 1.35' 34" HOSE BIBB WM 3 / 4 " P V C 4" GV6" GV P.O.S. CURBING TO BE PAINTED YELLOW SIGN "NO PARKING" SIGN "NO PARKING" 8"X6" TEE 6"x4" RED RPZ B.F.P. W/ 1.0" IRR. METER 13 C9.0 13 C9.0 13 C9.0 8"x6" TEE 6" GV 4" DR18 FIRE (FDC LINE)NORTH40200 SCALE: 1" = 20' PIPE CROSSING NOTE: THE GENERAL CONTRACTOR SHALL LOCATE BELL AND SPIGOT OF EACH PIPE SEGMENT AWAY FROM PIPE CROSSING. PIPE CROSSING ELEVATIONS REPRESENT OUTSIDE WALL THICKNESSES AND DOES NOT INCLUDE BELL AND SPIGOT WIDENINGS. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WITH MAINS. ALL SANITARY AND WATER LINES ON PROPERTY SHALL BE INSPECTED BY THE BUILDING DEPARTMENT. UTILITY NOTE:FIRE FLOW CALCULATION BUILDING TYPE: BUILDING FLOOR AREA: MINIMUM REQUIRED FIRE FLOW (NFPA1 TABLE 18.5.4.3) NUMBER OF FIRE HYDRANT PROVIDED: MAXIMUM FIRE HYDRANT FIRE FLOW CAPACITY (NFPA 1 TABLE 18.5.4.3): V-B 7,200 SF 1,500 GPM 1 HYDRANTS 1 HYDRANTS AT < 250' = 1,500 GPM TOTAL FIRE FLOW 1,500 GPM FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065UTILITY PLANC6.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUP:37.8Steering Angle 8.00 24.00 8.50 8.50 6.0 SEMINOLE CO LADDER TRUCK feet : : : Width Track Lock to Lock Time 41.20 AUTO TURN SEMINOLE COUNTY FIRE NOTES: 1)FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2)A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 3)WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 4)FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 5)A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7. 6)HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED’6’’ IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 (2015). LOT 3 0.67 AC STARBUCKS 2,500 SF RTLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTS.R. 434 MICHAEL BLAKE BLVD.Z PRIVATE FIRE HYDRANT ASSEMBLY PRIVATE METER BANK. CONTRACTOR TO INSTALL 3/4" POLY LINES TO EACH TENANT SPACE WM 8 PVC EXISTING WM 8 PVC TIE WM 8 PVC TO EXIST. 8" STUB 6" DR18 FIRE WM 2.0 PVC 8" PLUG 56 LF,SAN 8 PVC,2.00% TIE TO EXISTING SANITARY MH AT INV. 31.89 SAN 6 PVC 1.00% MIN. INV. 33.85 INV. 33.64INV. 33.53 INV. 33.40 INV. 33.51 C.O. INV.33.50 C.O. INV. 33.00 SANITARY TYPE I MH RIM 40.38 INV. 33.00 NE,NW,SE SAN 4 PVC1.00% MIN.SAN 4 PVC1.00% MIN.SAN 4 PVC1.00% MIN.SAN 4 PVCSAN 4 PVC1.00% MIN.8"X4" TEE WM 6" PVC FDC 6" DR18 FIRE FIRE ENTRY 6" DDCVA, 6'X3' CONC. PAD. 8"X8" TEE 8"GATE VALVE F.F. 41.00 CURBING TO BE PAINTED YELLOW AUTO TURN SEMINOLE COUTY LADDER TRUCK RPZ B.F.P. W/ 2.0" DOMESTIC METER CLEARANCE BETWEEN PIPES = 1.35' 34" HOSE BIBB WM 3 / 4 " P V C 4" GV6" GV P.O.S. CURBING TO BE PAINTED YELLOW SIGN "NO PARKING" SIGN "NO PARKING" 8"X6" TEE 6"x4" RED RPZ B.F.P. W/ 1.0" IRR. METER 13 C9.0 13 C9.0 13 C9.0 8"x6" TEE 6" GV 4" DR18 FIRE (FDC LINE)NORTH40200 SCALE: 1" = 20' PIPE CROSSING NOTE: THE GENERAL CONTRACTOR SHALL LOCATE BELL AND SPIGOT OF EACH PIPE SEGMENT AWAY FROM PIPE CROSSING. PIPE CROSSING ELEVATIONS REPRESENT OUTSIDE WALL THICKNESSES AND DOES NOT INCLUDE BELL AND SPIGOT WIDENINGS. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WITH MAINS. ALL SANITARY AND WATER LINES ON PROPERTY SHALL BE INSPECTED BY THE BUILDING DEPARTMENT. UTILITY NOTE:FIRE FLOW CALCULATION BUILDING TYPE: BUILDING FLOOR AREA: MINIMUM REQUIRED FIRE FLOW (NFPA1 TABLE 18.5.4.3) NUMBER OF FIRE HYDRANT PROVIDED: MAXIMUM FIRE HYDRANT FIRE FLOW CAPACITY (NFPA 1 TABLE 18.5.4.3): V-B 7,200 SF 1,500 GPM 1 HYDRANTS 1 HYDRANTS AT < 250' = 1,500 GPM TOTAL FIRE FLOW 1,500 GPM FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065UTILITY PLANC6.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUP:37.8Steering Angle 8.00 24.00 8.50 8.50 6.0 SEMINOLE CO LADDER TRUCK feet : : : Width Track Lock to Lock Time 41.20 AUTO TURN SEMINOLE COUNTY FIRE NOTES: 1)FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2)A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 3)WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 4)FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 5)A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7. 6)HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED’6’’ IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 (2015). TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. A SECTION A-A PLAN VIEW EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0' B 5.0' 4" (TYP.) 5.0' 4" (TYP.)SECTION B-B VARIES B NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS. 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP.) 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. SLOPE 14"/FTMAX. SEE TYPICAL PAVEMENT SECTION SECTION B-B (THICKENED EDGE) 4"8"10"6"6'-0" 4" (TYP.) A 1/2" R (TYP.)SLOPE 1/4"/ FT. MAX. 4,000 PSI CONCRETE MIN. (TYP) 1/2" R (TYP.) ALL SIDEWALKS TO COMPLY WITH FDOT INDEX 310 THERMOPLASTIC PAINT PER FDOT SPECIFICATIONS DIRECTIONAL ARROW 1'-6" 2' 1'-6"5'-6"2'-6"1'-6"2'-6"2'-6" 1'-6" 1'-6" 2'-0" DIRECTIONAL ARROW DETAILS N.T.S. SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN 4' MIN. (TYP.) 12" WHITE STRIPE SEE SITE PLAN VARIES (6' MIN.)(SEE SITE PLAN)SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN PRIVATE CROSSWALK STRIPING DETAIL N.T.S. TYPICAL CURB AND GUTTER NOTE: 1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.ALL STRIPING IS TO BE THERMOPLASTIC PER FDOT SPECIFICATIONS. 12" WHITE STRIPE BLUE PAVEMENT REFLECTOR (LOCATE IN MIDDLE OF LANE) PAVEMENT CURB FIRE HYDRANT / FIRE DEPT. CONNECTION 3'-5' PAVEMENT MARKING AT FIRE HYDRANT / FDC DETAIL N.T.S. RIGID (PORTLAND CEMENT CONCRETE) PAVEMENT DESIGN SHOULD FOLLOW SEMINOLE COUNTY SPECIFICATIONS FOR P.C.CONC. 12" STABILIZED SUBGRADE 2.0" FDOT SP-9.5 8" BASE COURSE SEE NOTES #3 THRU #4 SEE NOTE #5 SEE NOTES #1 & #2 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 SANDS 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 FDOT 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. 12" ASPHALT PAVING NTS PUBLIC ROWS (INCL. ROADS AND PARKING) P.C.CONC. 12" STABILIZED SUBGRADE 1.5" FDOT SP-9.5 6" BASE COURSE SEE NOTES #3 THRU #4 SEE NOTE #5 SEE NOTES #1 & #2 12" ALLEYS,PARKING AREAS & PRIVATE ROADS NOTE: 1.5" THICKNESS IS FOR A SINGLE LIFT. IF THE PAVEMENT WILL BE PLACED IN TWO LIFTS, THE TOTAL THICKNESS SHOULD BE 2", WITH TWO 1" LIFTS END OF CURB PROFILE PLAN 3' FLARED END 6'20' R GUTTER TOP OF CURB 3' TRANS. EDGE OF PAVT. 1' 3' TRANS. STRAIGHT END PROFILE PLAN 3' TRANS. CURB AND GUTTER ENDINGS DETAIL N.T.S. GUTTER TOP OF CURB EDGE OF PAVT. 18" FACE OF CURBBACK OF CURB12"6"6"6"12" 1" P.C. CONCRETE 18" CURB AND GUTTER DETAIL N.T.S. 1/2" MIN. RADIUS 1" MAX. RADIUS ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 1/2" MIN. RADIUS 1" MAX. RADIUS 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. STOP BAR DETAIL N.T.S. CROSS WALK 4'-0"STOP BAR2'-0"EDGE OF PAVEMENT OF FACE OF CURBRESERVEDPARKING VANACCESSIBLE GROUND/PAVING SURFACE 7'-0" (MIN)$250 FINE NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". F.S. 316.008 DECORATIVE POST SIGN MOUNTING DETAIL N.T.S. CONCRETE PAVING NTS 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. 1 2 3 10 4 5 6 7 8 9 11 12 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065GENERAL DETAILSHEET 1C7.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUP NOTES: *5'4"18'PARKING LOT STRIPING DETAILS NTS ACCESS ISLE5' (STD. ACCESSIBLE) HANDICAP PARKING SIGNAGE18"12"6"SYMBOL ASDETAILED BELOW 6" BLUE TYP. 6" WHITE STRIPING2'-0" O.C. (TYP) 1. ALL LETTERS ARE 1" SERIES "C". PER MUTCD.2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERINGGRADE) BLUE BACKGROUND WITH WHITE REFLECTORZED LEGEND ANDBORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD). USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS OPTIONAL. WHEN USED, THIS SYMBOL SHALLBE 3 TO 5 FEET HIGH AND WHITE IN COLOR. 12' (TYP.)SIGN 12'9' TYP. WHEEL STOP SILT BARRIER DETAIL N.T.S. INLET SEDIMENT FILTER SECTION VIEW -INSTALLED- WITH OPTIONAL CURB INLET DAM RIGID BYPASS LOUVERS BASIN BAG CATCH BASIN EXPANSION RESTRAINT CURB CINCHING CORDS OPTIONAL CURB INLET DAM GRATE RIGID BYPASSOUTLET HOLES LIFTING STRAPSPECIFIER CHART MODEL NO.CATCH BASIN ID Inside Dimension (inch x inch) CURB DAM OPTION (YES / NO) FG-TB24 NO YESFG-TB24D FG-TB2436 FG-TB2436D FG-TB36 FG-TB36D 24 x 24 24 x 24 24 x 36 24 x 36 36 x 36 36 x 36 NO YES NO YES NOTES: 1. 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. SHEET 1 OF 1DRAWING NO.FG-TB-0001 DATE JPR 09/01/06 P.O. Box 6419, Santa Rosa, CA 95406 Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com KriStar Enterprises, Inc. REV ECO 0002N/R T-BAGf TEMPORARY INLET PROTECTION DEVICE d FROM PUBLIC STREET. MIN. 0.5% GRADE DOWN MI N 0 . 5 % G R A D E 50' M I N I M U M 20' MINI M U M HAR D S U R F A C E PUB LI C R O A D 12" MINIMUM GEOTEXTILE UNDERLINER 4"-6" CLEAN STONE N.T.S. CONSTRUCTION ENTRANCEGUTTER BUDDY CURB INLET PROTECTION N.T.S. 1'1'GUTTER BUDDY DISTRIBUTED BY ACF ENVIRONMENTAL SIDEWALK GUTTER FLOW CURB INLET CURB ROCK BAG (TYP.) N.T.S. WITH WIRE SUPPORT SEDIMENTATION / SILT FENCE A-A-SECTION WOVEN WIRE FENCEWITH SILT FENCE COMPACTEDBACKFILL 6"EXTEND WIRE FENCE AMIN. OF 2" INTO TRENCH 6" X 6"TRENCH6"(MIN.)24"6"POSTS: STEEL T OR U TYPE. FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING GROUNDUNDISTURBED FLOW FINISH GRADE FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 5' MAX. C-C COMPACTED BACKFILL FLOW ELEVATION FLOW FINISH G R A D E WOVEN WIRE FENCE 5' MAX. C-C OR AS DICT A T E D B Y A A 5' MIN OVE R L A P LOCAL REQ U I R E M E N T S 60" MIN. STEEL POSTS (72" MIN. ON SLOPES 3H:1V OR GREATER), DRIVEN MIN. 20" INTO GROUND (MIN. 24" ON SLOPES 3H:1V OR GREATER). EMBEDDED SILT FENCE MATERIAL MIN. 6" INTO GROUND W/ 6" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. WHEN NECESSARY TO CONTINUE FENCE, OVERLAP SILT FENCE MATERIAL AND WOVEN WIRE FENCE ACROSS TWO POSTS SECURELY FASTEN OVERLAPPING ENDS OFSILT FENCE MATERIAL TO ADJACENT STAKESWITH THREE WIRE TIES OR OTHER FASTENERS OR AS DICT A T E D B Y LOCAL REQU I R E M E N T S SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER SILT FENCE MATERIAL OVER WIRE FENCE 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION.2. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILETO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC.ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITHEACH PUNCTURE AT LEAST 1" VERTICALLY APART. ALSO, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLEWHEN TIGHTENED TO PREVENT SAGGING.3. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO POSTS, ASSHOWN. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHTOF THE FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE PER DETAIL- "SILTFENCE INSTALLATION (SLICING METHOD)".6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITHTHE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDEFIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. MATERIAL COVER ATTACH THE WOVEN WIREFENCE TO EACH POSTWITH THREE WIRE TIES OROTHER FASTENERS(SEE NOTE 2) N.T.S. NOTES: 1. DETECTABLE WARNING SURFACE SHALL BE UTILIZED AT HAZARDOUS VEHICULAR AREAS AND SHALL BE A CONTINUOUS SURFACE 36" WIDE AS MEASURED IN THE DIRECTION OF THE RAMP. 2. DETECTABLE WARNING SURFACES SHALL CONSIST OF: EXPOSED AGGREGATE, SUCH AS 58" ADA TRUNCATED DOME PAVERS. 3. DETECTABLE WARNING SURFACE MATERIAL SHALL CONTRAST IN COLOR AND TEXTURE WITH THE ADJACENT WALKING SURFACES BY AT LEAST 70%. CONTRAST SHALL BE DETERMINED BY THE DIFFERENCE IN LIGHT REFLECTANCE VALUE (LRV) OF EACH MATERIAL. ON-SITE ADA RAMPS NTS CURB RETURN RAMP IN-LINE RAMP FLARED RAMPSIDEWALK5' MIN. 5' MIN.6' MIN.1:12 MAX. 6" CURB DETECTABLE WARNING SURFACE, SEE NOTES 2' R. (TYP.) 1:12 MAX. 1:12 MAX. DETECTABLE WARNING SURFACE, SEE NOTES 6" CURB 2% MAX. SIDEWALK 5' MIN.3' DETECTABLE WARNING SURFACE, SEE NOTES 6' 1:12 MAX. 1:10 MAX. 1:10 MAX. 6" CURB 6" CURBSIDEWALK 5' MIN.5' MIN.5' MIN.1 2 3 4 5 67 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065GENERAL DETAILSHEET 2C8.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPNOTE: SURFACE STONE - FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE PROVIDED WITH AN ALL-WEATHER DRIVING SURFACE. NFPA 1, CHAPTER 18.2.3.4.2 (2015). VERIFY THAT STABILIZED ROAD CAN HOLD 39 TONS. CONCRETE STONE ENTRANCE DETAIL ON SHEET C8 INDICATES 15 FEET ROAD WIDTH. FIRE DEPARTMENT ACCESS ROAD SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, CHAPTER 18.2.3.4 (2015 EDITION). W.S. DETAIL 6-9-00 BY DT 16" AB0VE PIPE PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE 15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS LESS THAN 24". 24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS 24" AND LARGER WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ALL PIPES ARE TO BE INSTALLED WITH THE BELL FACING UPSTREAM TO THE DIRECTION(SEE NOTE 2)TRENCH BACKFILLW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL 12" (TYP.) FINISHED GRADETRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEE NOTE 1)HAUNCHING 12" LIFTS MAXIMUMUNDISTURBED EARTH (SEE NOTE 3) WITH TYPE "A" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. OF THE FLOW. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. NOTES: 1. 2. 3. 4. 5. 6. 7. 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. BEDDING & TRENCHING - TYPE B NTS TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER TYPE "A" BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER LESS THAN 24". WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. BEDDING DEPTH SHALL BE A 4" MINIMUM FOR PIPE DIAMETERS UP TO 12" AND 6" MINIMUM(SEE NOTE 2)TRENCH BACKFILL12" LIFTS MAXIMUMW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL BEDDING MATERIAL 12" (TYP.) UNDISTURBED EARTH FINISHED GRADETRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEENOTE 1)(SEENOTE 3)HAUNCHING BEDDING(SEE NOTES 7 & 8) AASHTO T-180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB. 24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER 24" AND LARGER. FOR PIPE DIAMETER 16" AND LARGER. 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. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. BEDDING & TRENCHING - TYPE A NTS PIPE JOINT RESTRAINT DETAIL NTS 1 2 3 11 4 5 9 10 13 6 7 812 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065WATER DETAILSHEETC9.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPDOMESTICFIRE W.S. DETAIL 6-9-00 BY DT 16" AB0VE PIPE PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE 15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS LESS THAN 24". 24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS 24" AND LARGER WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ALL PIPES ARE TO BE INSTALLED WITH THE BELL FACING UPSTREAM TO THE DIRECTION(SEE NOTE 2)TRENCH BACKFILLW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL 12" (TYP.) FINISHED GRADETRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEE NOTE 1)HAUNCHING 12" LIFTS MAXIMUMUNDISTURBED EARTH (SEE NOTE 3) WITH TYPE "A" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. OF THE FLOW. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. NOTES: 1. 2. 3. 4. 5. 6. 7. 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. BEDDING & TRENCHING - TYPE B NTS TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER TYPE "A" BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER LESS THAN 24". WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. BEDDING DEPTH SHALL BE A 4" MINIMUM FOR PIPE DIAMETERS UP TO 12" AND 6" MINIMUM(SEE NOTE 2)TRENCH BACKFILL12" LIFTS MAXIMUMW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL BEDDING MATERIAL 12" (TYP.) UNDISTURBED EARTH FINISHED GRADETRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEENOTE 1)(SEENOTE 3)HAUNCHING BEDDING(SEE NOTES 7 & 8) AASHTO T-180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB. 24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER 24" AND LARGER. FOR PIPE DIAMETER 16" AND LARGER. 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. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE GOVERNING AGENCIES. NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. BEDDING & TRENCHING - TYPE A NTS PIPE JOINT RESTRAINT DETAIL NTS 1 2 3 11 4 5 9 10 13 6 7 812 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Mar. 14, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065WATER DETAILSHEETC9.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPDOMESTICFIRE PRECAST CONCRETE MANHOLE PLAN AND SECTION APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CONNECTION DETAILS. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24" NOTES: D 4' 0" 2' 0" DETAILS SEE MANHOLECONNECTION CONCRETE BENCHINGTROWEL-FINISHED BENCHING PER SPECIFICATIONS 1"12" APPROVED BY THE CITY.THE ENGINEER ANDDETAIL TO BE DESIGNED BYREINFORCEMENT AND JOINT BEDDING ROCK CAST-IN-PLACE CONCRETE BASE 9" 9" EPOXY COAL TAR COATINGS PER SPECIFICATIONS UNPAVED AREAS.ELEVATIONS SHOWN INPAVED AREAS & ATSET COVERS FLUSH IN 3'-0" MAX. 1'-6" MIN. 5" 3. CONCRETE BASE SLOP E SL O P E SLOPESLOPE2. 1. SQUEEZE-OUT BE REMOVED) (WRAPPER TO WRAPPERPROTECTIVESEALER WITH PLASTIC JOINT PRE-MOLDED JOINT SURFACESPRE-PRIMED OUTSIDE WALL 0.8 DVARIES AS REQ'DPRECAST MONOLITHIC BASE 9" 9" MIN. 6" 2" MIN. 8" MIN.SQUEEZE-OUTJOINT WITH COMPLETED 4 COURSES (MAX.) 2 COURSES OF BRICK (MIN.) FRAMES BEDDED IN MORTAR (SEE STANDARD DETAIL) MANHOLE FRAME & COVER 5" MIN.REQ'DVARIES ASVARIES ASJOINT SURFACESPRE-PRIMED INSIDE WALLREQ'DN.T.S. 6" MINIMUM SEWER MAIN SIZE VARIES "DOWNSTREAM" LOT LINE AS REQUIRED NOTE: "Y" BRANCH WITH SPUR 30° CURVE SEWER MAIN SIZE VARIES GROUND LEVEL SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE 5' MAX6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE 3' MIN.3' MINClean Out is to be placed at ground level after TV inspection & acceptance by the utility department. NON-PAVED AREAS EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE SEWER BRANCH WYE FLOW MINIMUM SLOPE 6" SANITARY LATERAL 45° BEND PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS 18" x 18" x 6" CONCRETE COLLAR; (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL 12" MAXIMUM WITHIN RIGHT-OF-WAY LINE 34" EXPANSION JOINT AROUND CAP FLUSH WITH SLAB CLEANOUT COVERS IN PAVED AREAS SHALL BE TRAFFIC RATED. 1 2 3 13 4 5 10 11 12 6 4 8 9 FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Feb. 15, 2019FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SANITARY SEWERDETAIL SHEETC9.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUP LOT 40.83 ACsheet numberproject numberREVISION SCHEDULEDATEDESCRIPTIONissue datedrawn byapproved byWMWW.BHM.US.COSMB/MJRAJB/BLS0JLC 18.0245.00Blake Lawrence SuddethP.E. #: 69060JLC&OJoseph, Lawrence & CoConsulting Engineers1180 Harwood ave., suite 3000Altamonte Springs, Florida 32714Tel: 321.972.4466www.jlceng.comCA No. 28730BHM ARCHITECTURE, INC.MAIL ONLY: 478 E ALTAMONTE DR.,SUITE 108 PMB 264ALTAMONTE SPRINGS, FL 32701-4622PHONE: 407.333.2005 LICENSE # AAC000233THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFICPROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OFBHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONSCOMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS.RETAIL BUILDINGSR 434 & Tuskawilla RoadWinter Springs, Florida2018.00511-16-18PERMIT SETE1.1SITE PLANELECTRICALNSITE PLAN - ELECTRICAL1Scale: 1" = 10'-0"REFERENCE NOTES:GENERAL NOTES: LOT 40.83 ACsheet numberproject numberREVISION SCHEDULEDATEDESCRIPTIONissue datedrawn byapproved byWMWW.BHM.US.COSMB/MJRAJB/BLS0JLC 18.0245.00Blake Lawrence SuddethP.E. #: 69060JLC&OJoseph, Lawrence & CoConsulting Engineers1180 Harwood ave., suite 3000Altamonte Springs, Florida 32714Tel: 321.972.4466www.jlceng.comCA No. 28730BHM ARCHITECTURE, INC.MAIL ONLY: 478 E ALTAMONTE DR.,SUITE 108 PMB 264ALTAMONTE SPRINGS, FL 32701-4622PHONE: 407.333.2005 LICENSE # AAC000233THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFICPROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OFBHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONSCOMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS.RETAIL BUILDINGSR 434 & Tuskawilla RoadWinter Springs, Florida2018.00511-16-18PERMIT SETE1.2SITE PLANPHOTOMETRICSNSITE PLAN - PHOTOMETRICS1Scale: 1" = 10'-0"Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription6WLASINGLEN.A.0.950111L-2-20LA-NW5SLD4bSINGLEN.A.0.950CXFxx80-G2-4N5-16Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinParking & Drive AreaIlluminanceFc2.899.80.214.4549.00Property LineIlluminanceFc0.421.00.0N.A.N.A.Strefront and PatioIlluminanceFc1.873.30.63.125.50SITE LIGHT FIXTURE SCHEDULE sheet numberproject numberREVISION SCHEDULEDATEDESCRIPTIONissue datedrawn byapproved byWMWW.BHM.US.COSMB/MJRAJB/BLS0JLC 18.0245.00Blake Lawrence SuddethP.E. #: 69060JLC&OJoseph, Lawrence & CoConsulting Engineers1180 Harwood ave., suite 3000Altamonte Springs, Florida 32714Tel: 321.972.4466www.jlceng.comCA No. 28730BHM ARCHITECTURE, INC.MAIL ONLY: 478 E ALTAMONTE DR.,SUITE 108 PMB 264ALTAMONTE SPRINGS, FL 32701-4622PHONE: 407.333.2005 LICENSE # AAC000233THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFICPROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OFBHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONSCOMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS.RETAIL BUILDINGSR 434 & Tuskawilla RoadWinter Springs, Florida2018.00511-16-18PERMIT SETE1.3SITE LIGHTINGCUTSHEETS17FT. MOUNTING HEIGHT POLE DETAIL3Scale: Not to ScaleFIXTURE TYPE 'B' & 'C'1No ScaleFIXTURE TYPE 'SLA', 'SLB' & 'SLD'2No Scale sheet numberproject numberTHESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESEDRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THEBEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRESAFETY STANDARDS.Winter Springs, FloridaRETAIL BUILDINGSR 434 & Michael Blake BlvdREVISION SCHEDULEDATEDESCRIPTIONissue date drawn by approved by0A0.0COVER SHEETRMH RMHWMW W . B H M . US.C OForJDBS Winter Springs, LLCAESTHETIC REVIEW SUBMITTALBHM ARCHITECTURE, INC.MAIL ONLY: 478 E ALTAMONTE DR.,SUITE 108 PMB 264ALTAMONTE SPRINGS, FL 32701-4622PHONE: 407.333.2005 LICENSE # AAC000233RETAIL BUILDINGSR 434 & Michael Blake BlvdWinter Springs, Florida2018.00510-29-18AESTHETIC REVEWCamala McCarter HogueAR-0009533AndMONUMENT SIGN LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYLOT 4 0.83 AC LOT 3 0.67 AC STARBUCKS 2,500 SF RTONLYONLYONLYS.R. 434 MICHAEL BLAKE BLVD.7,200 SF 60'18'3.32'18 9 120' 18'18'22'18'6'9'12'12.55' 15.39' 9 9' 1118'22'4 18' 3'R. A 24'10'R.5'10'7'11' 9'22' 5' 3'R.3'R.3'R.10'R.1 0 ' R . 1 0 ' R . 3'3'6'5'20'9'3'R.12'12.7'B C C B B B D D D D D L E F G HREMOVE 107LF OF EXISTING CURB AND GUTTERI I I J J K M 9' SWSL/24" SWSL/12" SWSL/4" SWSL/4" SWSL/12" N EDGE OF PAVEMENT TO BE FLUSH WITH SIDEWALK CURBED SIDEWALK O O P 10'R.9' 15.31'17.42'13.56'M 6'6'FORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Oct. 29, 2018FRANK A. PORTER, P.E.FL. LIC. #69092201 S. BUMBY AVE.ORLANDO, FL(407) 896-3317WWW.NV5.COMCERTIFICATE OF AUTHORIZATION # 29065SITE PLANC4.0 JPMRIDFAP13034.22WSTC LOT 4 COMMERCIALS.R. 434 & TUSKAWILLA ROADWINTER SPRINGS, FLORIDAOCEAN BLEU GROUPNORTH40200 SCALE: 1" = 20' B D G H J SITE LEGEND ACCESSIBLE PARKING SPACE (TYP). SEE DETAIL FOR ACCESSIBLE PARKING SPACE, SIGN AND SYMBOL. (SEE DETAIL 1, SHEET C8.0). PAVEMENT MARKINGS (TYP). PER FDOT INDEX 17346 FDOT INDEX 304 HANDICAP RAMP WITH DETECTABLE WARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C8.0). 18" CURB AND GUTTER (SEE DETAIL 3, SHEET C7.0). CONCRETE SIDEWALK. (SEE DETAIL 1, SHEET C7.0). (2) DUMPSTER ENCLOSURES ( (1)-RECYCLING & (1) TRASH ) PER ARCH. PLANS BIKE RACKS. (SEE DETAIL 4, SHEET C8.0). PROPOSED MONUMENT SIGN. (SEE ARCH. PLANS) DECORATIVE STOP SIGN (R1-1) - HIGH REFLECTIVE INTENSITY PRIVATE PEDESTRIAN CROSSWALK WITH (1)-12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 7, SHEET C7.0). 6' WIDE UNLESS OTHER WISE NOTED ON PLANS. TIE INTO EXISTING DECORATIVE KNEE WALL WITH 18LF OF DECORATIVE KNEEWALL (SEE ARCH. PLANS). PROPOSED 12' WIDE CONCRETE SIDEWALK DECORATIVE RAILING (PER ARCH. PLANS) POTENTIAL TRANSFORMER LOCATION, FINAL LOCATION TO BE DETERMINED BY DUKE ENERGY. 6' CURB TRANSITION CONCRETE WHEEL STOP E F I K C A L SITE INFORMATION: SITE DATA: LOT 4 0.83 AC 100.00% OPEN SPACE PROVIDED: 0.104 AC (12.56%) PARKING REQUIRED: BASED ON GENERAL TENANT CRITERIA PARKING PROVIDED: STANDARD PARKING: (9' x 18') 49 SPACES HC VAN ACCESSIBLE:(12' x 18') 2 SPACES TOTAL: 51 SPACES ON-STREET (OFFSITE):(9' x 20')6 SPACES EXISTING USE: VACANT LAND PROPOSED USE: COMMERCIAL BUILDING MIN HEIGHT: 2 STORIES BUILDING MAX HEIGHT: 5 STORIES FAR: SF = 0.19 T-5 BUILDING SETBACKS FRONT MIN. 0 FT FRONT MAX. 8 FT REAR 3 FT SIDE MIN. 0 FT SIDE MAX. 24 FT LANDSCAPE BUFFER ADJACENT TO R-O-W:0' ADJACENT PROPERTY:0' EXISTING ZONING/FUTURE LAND USE: TC PROPOSED ZONING/FUTURE LAND USE: TC NOTE: ALL SIGNS SHALL USE DECORATIVE BASE PER DETAIL 3, SHEET C8.0. M SINGLE WHITE SOLID LINE / 4" WIDE SITE LEGEND SWSL/4" N O PAVEMENT LEGEND REGULAR DUTY CONCRETE HARD SCPAE PER ARCH. PLANS. SINGLE WHITE SOLID LINE / 12" WIDESWSL/12" SINGLE WHITE SOLID LINE / 24" WIDESWSL/24" P sheet numberproject numberREVISION SCHEDULEDATEDESCRIPTIONissue datedrawn byapproved by0A2.1DIMENSIONFLOOR PLANRMHRMHWMWW.BHM.US.COFLOOR PLAN1Scale: 3/16" = 1'-0"100'-0"FIN FLRNLEASE SPACE100773 SF.THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESEDRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THEBEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRESAFETY STANDARDS.1ABHM ARCHITECTURE, INC.MAIL ONLY: 478 E ALTAMONTE DR.,SUITE 108 PMB 264ALTAMONTE SPRINGS, FL 32701-4622PHONE: 407.333.2005 LICENSE # AAC000233RETAIL BUILDINGSR 434 & Michael Blake BlvdWinter Springs, Florida2018.00510-29-18AESTHETIC REVEWCamala McCarter HogueAR-0009533BC61'-4" 3'-4" 30'-0"30'-0"3'-4"13'-4"4'-0"3'-4"13'-4"4'-0"2'-9"3'-4"2'-0"3'-4"2'-0"3'-4"2'-9"3'-0"2'-9"3'-4"2'-0"3'-4"2'-0"3'-4"2'-9"4'-0"13'-4"3'-4"234100'-0"FIN FLRLEASE SPACE200781 SF.100'-0"FIN FLRLEASE SPACE4001,223 SF100'-0"FIN FLRLEASE SPACE5001,223 SF100'-0"FIN FLRLEASE SPACE6001,160 SF100'-0"FIN FLRLEASE SPACE7001,167 SF120'-0"40'-3"39'-6"40'-3"FIRE RISER8003'-0"3'-4"2'-0"121'-4"8"8"CONCRETE SLAB ONGRADE AT ROOM 800.SEE STRUCTURAL.8"60'-0"8"VERTICAL ELEVATION NOTE1.THE VERTICAL ELEVATIONS ARE BASED UPON THE FINISHFLOOR ELEVATION AT AN ASSUMED 100'-0". THE ACTUALFINISH FLOOR ELEVATION IS 41.65' AS NOTED ON THE CIVILENGINEERING DRAWINGS. FOR REFERENCE PURPOSES:100'-0" = 41.65'LEASE SPACE300773 SF.100'-0"FIN FLR6'-6"3'-4"3'-4"2'-0"3'-4"2'-0"3'-4"3'-4"6'-6"3'-0"2'-4"2'-4"3'-4"2'-0"3'-4"2'-0"3'-4"2'-6"2'-0"2'-2"9'-8"2'-2"2'-0"7'-10"2'-0"9'-8"2'-8"9'-8"2'-0"7'-10"2'-0"2'-2"9'-8"2'-2"2'-0"2'-6"3'-4"2'-0"3'-4"2'-0"3'-4"2'-4"2'-4"13'-4"4'-0"3'-0"3'-4"2'-0"3'-4"5'-4"3'-0"3'-0"2'-2"9'-8"2'-2"3'-0"10'-5"16'-11"10'-5"3'-4"2'-0"3'-4"3'-0"3'-0"2'-2"9'-8"2'-2"2'-4"12'-0"DIMENSION NOTES1. GENERALLY PLAN DIMENSIONS ARE FROM FACE OF CMU WALL TO CENTER OFSTUD WALLS EXCEPT AT CORRIDORS & CRITICAL CLEAR DIMENSIONS WHEREDIMENSION IS FROM FACE OF FINISHED GYPSUM BOARD ON SIDE WHERE CLEARDIMENSION MUST BE HELD.2. ALL INTERIOR FRAME WALLS ARE 6" METAL STUD U.N.O.3. WINDOW & DOOR OPENINGS ARE GENERALLY DIMENSIONED TO THE EDGE OFROUGH OPENINGS FOR EXTERIOR CMU WALLS & TO CENTERLINE OF INTERIOROPENINGS.4. TYPICALLY DOORS ARE LOCATED 4" OFF OF ADJACENT WALL EXCLUSIVE OFFRAME U.N.O. ALL OTHER DOOR OPENINGS ARE LOCATED TO ONE SIDE OFROUGH OPENING, FRAME EXCLUSIVE.5. DO NOT SCALE THIS DRAWING.5'-5" sheet number project number REVISION SCHEDULE DATE DESCRIPTION issue date drawn by approved by 0 A6.1EXTERIOR ELEVATIONS RMH RMH W MWW.B H M .U S .C O THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701-4622 PHONE: 407.333.2005 LICENSE # AAC000233 SOUTH ELEVATION3Scale: 3/16" = 1'-0" NORTH ELEVATION4Scale: 3/16" = 1'-0" EAST ELEVATION1Scale: 3/16" = 1'-0" WEST ELEVATION2Scale: 3/16" = 1'-0" 100'-0" FIN FLR 124'-4" +/- PARAPET 102'-8" BOTT SILL 110'-0" T.O. ENTRY DOOR 124'-0" TOP CMU 100'-0" FIN FLR 127'-7" +/- PARAPET 124'-4" +/- PARAPET 07920 JOINT SEALANTS 07920.A1 JOINT SEALANT 09220 PORTLAND CEMENT PLASTERING09220.B1 2-COAT STUCCO DIRECT MASONRY BOND 09220.F8 ALUMINUM REVEAL TRIM 10532 METAL ENTRY CANOPIES 10532.A3 PRE-FABRICATED SUSPENDED METAL CANOPY 07620.A9 ALUMINUM 07460.D4 03001.Y8 03001.Y8 10532.A3 10532.A3 P3 07620.A9 ALUMINUM P3 10532.A4 07620.A9 ALUMINUM 10532.A3 10532.A4 PRE-ENGINEERED METAL AWNING- STANDING SEAM F 07620.P4 09220.B2 SAND FINISH P1 S1 1 A6.2 100'-0" FIN FLR 100'-0" FIN FLR 07460.A1 P2 07460.D4 P3 09220.B1 SAND FINISH P1 10532.A4 10532.A3 118'-1" +/- PARAPET 09220.F8 07620.A9 ALUMINUM 09220.F8 09220.B1 SAND FINISH P1 08411.A1 127'-7" +/- PARAPET 04210.A5 04220.F1 07460.D408411.A5 'FALSE WINDOW' B1 116-'4" TOP -BAND 102'-8" BOTT SILLS1 04210.A5 04220.F1 B1 04210.A5B1 04210.R4 04210.R4 04210.A5B1 03001.Y8 114'-0" TOP BRICK SOLDIER 04220.F1 03001.Y8 08411.A5 'FALSE WINDOW' 07460.D4 04210.A5 B1 S104220.F1 03001.Y8 04210.A5 B1 04210.R4 P3 08411.A5 'FALSE WINDOW' RETAIL BUILDING SR 434 & Michael Blake Blvd Winter Springs, Florida 2018.00510-29-18 AESTHETIC REVEW Camala McCarter HogueAR-0009533 04220.F1 09220.B1 SAND FINISH P1 07460.D4 P3 04210.R4 04210.A5B1 10532.A4 04210.A5 B1 04210.R4 127'-4" TOP CMU 08411.A5 'FALSE WINDOW' FIBER CEMENT FASCIAS & TRIM- P3 JAMES HARDIE KHAKI BROWN FIBER CEMENT WALL SIDING SYSTEM- P2 PAINT: SW 7046 "ANONYMOUS" BRICK VENEER- BR-1 CHEROKEE BRICK: VELOUR MED. GRAY GLAZING-CLEAR INSULATED LOW "E". STUCCO- SAND FINISH- P1 PAINT: SW 7045 "INTELLECTUAL GRAY" EXTERIOR FINISH LEGEND STOREFRONT FRAMES, DOWNSPOUTS, SCUPPERS, LADDER & METAL AWNINGS. PARAPET COPING: BRONZE ANODIZED METAL CANOPIES MATCH RAL#7021 MATTE / MT0028 "FLAT BLACK" PREFINISHED / POWDERCOAT SPLIT- FACED BLOCK- S1 PAINT: SW 7045 "INTELLECTUAL GRAY" HOLLOW METAL DOORS & FRAMES PAINT P-1 OR P-2 MATCH ADJACENT NOTE: SW= SHERWIN WILLIAMS P3 07460.A1 P3 10532.A4 S1 S1 07460.A1P2 07460.D4P3 P307460.C4 10532.A3 04220.F1S1 E FB C B B C B F B B A F F F F F F F F FFF F F F F F 300B 1 A6.2 1 A6.5 4 A6.2 1 A6.3 3 A6.2 2 A6.3 SIM 3 A6.3 SIM 2 A6.2 2 A6.2 3 A6.2 07460.D4P3 P3 07460.C4 10532.A3 08411.A2 03001.Y8 10532.A4 P3 07460.C4 04210.R2 04210.R2 P307460.C4 S104220.F1 10532.A4 09220.F8 08411.A1 08411.A1 BLACK-OUT FILM 08411.A2 BLACK-OUT FILM 08411.A1 BLACK-OUT FILM 04210.R2 P3 07460.C4 04210.A5 B1 04210.A5 B1 04210.R4 04210.A5B1 09220.F8 09220.B1 SAND FINISH P1 08411.A2 BLACK-OUT FILM 08411.A1 BLACK-OUT FILM 04210.A5 B104210.R4 09220.B1 SAND FINISH P1 SELECTIVE KEYNOTES 03001 CONCRETE WORK 03001.Y8 PRECAST CONCRETE SILL 04210 CLAY UNIT MASONRY 04210.R4 BRICK SOLDIER COURSE 04210.A5 BRICK VENEER 04220 CONCRETE UNIT MASONRY 04220.F1 SPLIT-FACE CMU BLOCK 04210.R2 BRICK ROWLOCK COURSE 07620 SHEET METAL FLASHING AND TRIM 07620.A9 METAL COPING 07620.P4 OVERFLOW SCUPPER 07460 SIDING 07460.A1 FIBER-CEMENT WALL SIDING SYSTEM 07460.D4 FIBER-CEMENT FASCIA BOARD - SMOOTH 07460.C4 FIBER-CEMENT TRIM BOARD - SMOOTH 4 A6.2 5 A6.2 F F F F F F B C D700C 700B 100A 200A 300AD C B 400B B C B800A E500B 600B B C B700A D 600A D 500A D 400A D 100B B BB 4 A6.2 2 A6.4 4 A6.3 08411.A5 'FALSE WINDOW' 5 A6.3 5 A6.3 3 A6.3 SIM 2 A6.3 3 A6.3 3 A6.4 3 A6.4 4 A6.4 2 A6.5 13 A8.2 13 A8.2 08411 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS08411.A1 ALUMINUM-FRAMED STOREFRONT 08411.A2 ALUMINUM/GLASS ENTRANCE DOOR 08411.A5 ALUMINUM STOREFRONT- NARROW PROFILE 09220.B2 SAND FINISH P1 13 A8.2 13 A8.2 12 A8.2 11 A8.2 11 A8.2 3 A6.5 A6.1MEXTERIOR ELEVATIONS sheet number project numberissue date drawn by approved by THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701-4622 PHONE: 407.333.2005 LICENSE # AAC000233 REVISION SCHEDULE DATE DESCRIPTION RMH RMH SOUTH ELEVATION3 NORTH ELEVATION4 EAST ELEVATION1 WEST ELEVATION2 0 100'-0" FIN FLR 124'-4" +/-PARAPET 102'-8" BOTT SILL 110'-0" T.O. ENTRY DOOR 100'-0" FIN FLR 127'-7" +/-PARAPET 124'-4" +/-PARAPET 100'-0" FIN FLR 100'-0" FIN FLR 119'-0" +/- PARAPET 127'-7" +/-PARAPET 116'-4" TOP -BAND 102'-8" BOTT SILL 114'-0"TOP BRICK SOLDIER 127'-7" +/-PARAPET 124'-4" +/- PARAPET W MWW.B H M .U S .C O SELECTIVE KEYNOTES Scale:3/16" = 1'-0" Scale:3/16" = 1'-0" Scale:3/16" = 1'-0"Scale:3/16" = 1'-0" 07620.A9 ALUMINUM 07460.D4 03001.Y8 03001.Y8 10532.A3 07460.A1 10532.A3 08411.A2 07620.A9 ALUMINUM 10532.A4 07620.A9 ALUMINUM 10532.A3 08411.A1 07620.P4 09220.B2 SAND FINISH 07460.D4 09220.B1 SAND FINISH 10532.A4 10532.A3 09220.F8 05515.A1 07620.A9 ALUMINUM 09220.F8 09220.B2 SAND FINISH 08411.A1 04210.A5 04220.F1 07460.D4 08411.A5 'FALSE WINDOW' 04210.A5 04220.F1 04210.A5 04210.R4 04210.R4 04210.A5 03001.Y8 04220.F1 03001.Y8 08411.A5 'FALSE WINDOW' 09220.B1 SAND FINISH 07460.D4 04210.A5 04220.F1 03001.Y8 04210.A5 04210.R4 08411.A5 'FALSE WINDOW' 04220.F1 09220.B1 SAND FINISH 07460.D4 04210.R4 10532.A4 04210.A5 04210.R4 08411.A5 'FALSE WINDOW' 10532.A4 07460.A107460.D4 07460.C4 10532.A3 04220.F1 07460.C4 07460.A1 08411.A2 04220.F1 03001.Y8 07460.A1 04210.A5 09220.F8 07460.C4 04210.A5 09220.B1 SAND FINISH 08411.A208411.A1 04210.A5 07460.A1 10532.A3 07460.C4 07460.C4 08411.A1 BLACK-OUT GLASS RETAIL BUILDING SR 434 & Michael Blake Blvd Winter Springs, Florida 2018.00510-29-18 AESTHETIC REVEW Camala McCarter Hogue AR-0009533 FIBER CEMENT FASCIAS & TRIM- P3 JAMES HARDIE KHAKI BROWN FIBER CEMENT WALL SIDING SYSTEM- P2 PAINT: SW 7046 "ANONYMOUS" BRICK VENEER- BR-1 CHEROKEE BRICK: VELOUR MED. GRAY GLAZING-CLEAR INSULATED LOW "E". STUCCO- SAND FINISH- P1 PAINT: SW 7045 "INTELLECTUAL GRAY" STOREFRONT FRAMES, DOWNSPOUTS, SCUPPERS, LADDER & METAL AWNINGS. PARAPET COPING: BRONZE ANODIZED METAL CANOPIES MATCH RAL#7021 MATTE / MT0028 "FLAT BLACK" PREFINISHED / POWDERCOAT SPLIT- FACED BLOCK- S1 PAINT: SW 7045 "INTELLECTUAL GRAY" HOLLOW METAL DOORS & FRAMES PAINT P-1 OR P-2 MATCH ADJACENT NOTE: SW= SHERWIN WILLIAMS EXTERIOR FINISH LEGEND 05515 PRE-MAUNFACTURED ALUMINUM ACCESS LADDER 07620 SHEET METAL FLASHING AND TRIM 08411 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 09220 PORTLAND CEMENT PLASTERING 10532 METAL ENTRY CANOPIES07460SIDING 03001 CONCRETE WORK 04210 CLAY UNIT MASONRY 04220 CONCRETE UNIT MASONRY 05515.A1 PRE-MANUFACTURED ALUMINUM LADDER ASSEMBLY05500.A7 ALUMINUM PANEL SECURITY DOOR 07620.A9 METAL COPING 07620.P4 OVERFLOW SCUPPER 08411.A1 ALUMINUM-FRAMED STOREFRONT08411.A2 ALUMINUM/GLASS ENTRANCE DOOR 09220.B1 2-COAT STUCCO DIRECT MASONRY BOND 09220.F8 ALUMINUM REVEAL TRIM 10532.A3 PRE-FABRICATED SUSPENDED METAL CANOPY 10532.A4 PRE-ENGINEERED METAL AWNING- STANDING SEAM 03001.Y8 PRECAST CONCRETE SILL 04210.R4 BRICK SOLDIER COURSE04210.A5 BRICK VENEER 07460.A1 FIBER-CEMENT WALL SIDING SYSTEM 07460.D4 FIBER-CEMENT FASCIA BOARD - SMOOTH07460.C4 FIBER-CEMENT TRIM BOARD - SMOOTH 04220.F1 SPLIT-FACE CMU BLOCK 08411.A5 ALUMINUM STOREFRONT- NARROW PROFILE A6.6MDUMPSTER ENCLOSURE & WALL SECTION sheet number project numberissue date drawn by approved by THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF BHM ARCHITECTURE, INC. AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DRAWINGS. ANY REPRODUCTION AND/OR REDISTRIBUTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF BHM ARCHITECTURE, INC. IS PROHIBITED BY LAW. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS. BHM ARCHITECTURE, INC. MAIL ONLY: 478 E ALTAMONTE DR., SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701-4622 PHONE: 407.333.2005 LICENSE # AAC000233 REVISION SCHEDULE DATE DESCRIPTION RMH RMH DUMPSTER ENCLOSURE ELEVATIONS2 DUMPSTER ENCLOSURE SECTION3 DUMPSTER ENCLOSURE PLAN1 0 3 A6.5 2C A6.5 2D A6.5 2B A6.5 2A A6.5 3 A6.5 3 A6.5 W MWW.B H M .U S .C O SELECTIVE KEYNOTES Scale:1/4" = 1'-0" Scale:1/2" = 1'-0" Scale:1/4" = 1'-0" 03001.A6 SEE STRUCTURAL 05001.B3 6 X 6 09220.B1 SAND FINISH 04220.F1 05001.B3 6 X 6 04220.F1 09220.B1 5/8" 04220.B3 SEE STRUCTURAL 04220.P5 SEE STRUCTURAL 05001.B3 6 X 6 05001.B3 6 X 6 04220.D1 8" 04220.D1 8" 04220.D1 8" 03001.C4 6" - SEE STRUCT 03001.C4 6" - SEE STRUCT 05001.B3 6 X 6 09220.K2 03001.Y8 09220.B1 SAND FINISH 04730.A1 05001.B3 6 X 609220.K2 04730.A3 05001.B3 6 X 6 09220.B1 SAND FINISH 04220.F1 09220.K2 03001.Y8 03001.Y8 09220.K2 1" 04220.D1 04220.P5 SEE STRUCTURAL 13'-4" 3'-8"3'-0"3'-0"3'-8"12'-8"10'-8"6"5"10'-0"6"11'-6"12'-2"6"7'-4"2'-10"2'-10"7'-4"4'-0"6" 26'-0" 3'-0"3'-0"3'-0"3'-8" 4"12'-0"4" 1"10'-8"6"5"4"12'-8"4"12'-4"23'-0"6"7'-4"2'-10"9"04220 CONCRETE UNIT MASONRY 09220 PORTLAND CEMENT PLASTERING 03001 CONCRETE WORK CL CL CL CLCLCL CL CL CL CL CLCLCL CL 05001 STRUCTURAL STEEL WORK 04220.D1 CMU BLOCK 04220.B3 MASONRY BOND BEAM 09220.B1 2-COAT STUCCO DIRECT MASONRY BOND 03001.A6 CONCRETE FOOTING 03001.C4 CONCRETE SLAB ON GRADE 04220.P5 CONCRETE FILLED CELLS W/ VERTICAL REINFORCING 09220.K2 STUCCO TRIM BAND 03001.E6 CONCRETE SIDEWALK 03001.Y8 PRECAST CONCRETE SILL 04220.F1 SPLIT-FACE CMU BLOCK 05001.B3 STEEL TUBE COLUMN RETAIL BUILDING SR 434 & Michael Blake Blvd Winter Springs, Florida 2018.00510-29-18 AESTHETIC REVEW Camala McCarter Hogue AR-0009533 March 2005 BOARD OF ADJUSTMENT APPLICATION CONDITIONAL USE / SPECIAL EXCEPTION VARIANCE WAIVER APPLICANT: Last First Middle MAILING ADDRESS: City State Zip Code PHONE & EMAIL If Applicant does NOT own the property: PROPERTY OWNER: Last First Middle MAILING ADDRESS: City State Zip Code PHONE & EMAIL This request is for the real property described below: PROPERTY ADDRESS: TAX PARCEL NUMBER: SIZE OF PARCEL: Square Feet Acres EXISTING LAND USE: Current FUTURE LAND USE Classification: Current ZONING Classification: Please state YOUR REQUEST: CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 STATE ROAD 434 WINTER SPRINGS, FL 32708 407-327-5966 FAX:407-327-6695 March 2005 2 The APPLICANT IS RESPONSIBLE for posting the blue notice card (provided by the City) on the site at least SEVEN (7) DAYS prior to the Board of Adjustment Meeting at which the matter will be considered. Said notice shall NOT be posted within the City right-of-way. All APPLICANTS shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross- examine witnesses, and be represented by a duly authorized representative. The CITY COMMISSION shall render all final decisions regarding variances, conditional uses and waivers and may impose reasonable conditions on any approved variance, conditional use or waiver to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the City Code and Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 20, Zoning. APPLICANTS are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per 286.0105, Florida Statutes. Any CONDITIONAL USE, VARIANCE, or WAIVER which may be granted by the City Commission shall expire two (2) years after the effective date of such approval by the City Commission, unless a building permit based upon and incorporating the conditional use, variance, or waiver is issued by the City within said time period. Upon written request of the property owner, the City Commission may extend the expiration date, without public hearing, an additional six (6) months, provided the property owner demonstrates good cause for the extension In addition, if the aforementioned building permit is timely issued, and the building permit subsequently expires and the subject development project is abandoned or discontinued for a period of six months, the conditional use, variance or waiver shall be deemed expired and null and void. (Code of Ordinances, Section 20-36.) THE FOLLOWING ITEMS ARE TO BE SUPPLIED WITH THIS APPLICATION: A copy of the most recent SURVEY of the subject property. A copy of the LEGAL DESCRIPTION reflecting the property boundaries. 11 x 17 MAP showing ADJACENT STREETS and ZONING AND LAND USE classifications on the ADJACENT PROPERTY. JUSTIFICATION for the Request (See Attached List) NAMES and ADDRESSES of each property owner within 150 ft. of each property line. Notarized AUTHORIZATION of the Owner, IF the Applicant is other than the Owner or Attorney for the Owner (see below). APPLICATION FEES: FEES are as SHOWN BELOW plus ACTUAL COSTS incurred for ADVERTISING or NOTIFICATION, and for REIMBURSEMENT for TECHNICAL and/or PROFESSIONAL SERVICES which may be required in connection with the review, inspection or approval of any development (based on accounting submitted by the City’s Consultant) , payable prior to approval of the pertinent stage of development. CONDITIONAL USE / SPECIAL EXCEPTION $ 500 WAIVER $ 500 VARIANCE $ 500 TOTAL DUE $ March 2005 3 By submitting this application you hereby grant temporary right of entry for city officials to enter upon the subject property for purposes of evaluating this application. ************************************************************************************** FOR USE WHEN APPLICANT IS OWNER OF THE SUBJECT REAL PROPERTY: This is to certify that I am the Owner in fee simple of subject lands described within this Application for Board of Adjustment consideration: Signature of Owner Sworn to and subscribed before me this day of 20 . Notary Public My Commission expires: Personally Known Produced Identification: (Type) Did take an Oath Did Not take and Oath ************************************************************************************** FOR USE WHEN APPLICANT IS NOT OWNER OF THE SUBJECT REAL PROPERTY: I, do hereby, with my notarized signature, allow to represent me in this Application related to my property. The property is identified as: Tax Parcel Number(s) Located at _____________________________________________________________________________ Signature of Owner(s) Sworn to and subscribed before me this day of 20 . Notary Public My Commission expires: Personally Known Produced ID: (Type) Did take an Oath Did Not take and Oath ************************************************************************************** 20-321(c) Town Center Special Exceptions (1) The city commission may by special exception waive strict compliance with provisions of this code in furtherance of promoting the town center policies adopted by the city. In granting a special exception, the city commission must find by substantial competent evidence that: a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and Code. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 20-324(9) for these limitations. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. e. With respect to each waiver requested, the specific waiver shall comply with all of the following: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; 3. Is in harmony with the general intent and purpose of the town center regulations; 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. Special Exceptions Requested: 1. Requesting a waiver for a 13.56’ building setback, which is greater than the 8’ maximum setback required in Sec. 20-325 (T5 Transect). 2. Requesting a waiver for a lot dimensions of 222’ x 174’ which is larger than the 180’ x 160’ required in Sec. 20-325 (T5 Transect). 3. Requesting a waiver for 54% frontage buildout which is less than the 80% coverage required in Sec. 20- 325 (T5 Transect). 4. A parking setback of 24’ from the property line along the main street, which is less than the 50’ minimum required in Sec. 20-325. 5. Requesting a waiver for the requirement of a 6’ landscape island separating more than 6 consecutive parking spaces. 20-321(c} Town Center Special Exceptions (1) The city commission may by special exception waive strict compliance with provisions of this code in furtherance of promoting the town center policies adopted by the city. In granting a special exception, the city commission must find by substantial competent evidence that: (a) The proposed to development contributes, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. The proposed development will add 7 retail units to the prominent corner of SR434 and Michael Blake Boulevard which is consistent with the mixed use nature of the overall Town Center. (b)The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and Code. The development of retail units in the proposed development will have a positive impact on the economy of the Winter Springs Town Center by locating shopping areas directly adjacent to local consumers in the Town Center who will be shopping and dining locally and generating more demand for local business. (c) The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 20-324(9) for these limitations. The proposed development will abide by all rules in the code other than those being requested in this Special Exception application. The proposed development does not proposed any building with footprints larger than 20,000 square feet. (d) The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. If the City Commission proposes any reasonable additional conditions, restrictions, or limitations, the Developer will strive to meet them. (e) With respect to each waiver requested, the specific waiver shall comply with all of the following: Special Exception 1: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; This special exception is due to the adjacent Starbucks development and allows space for the creation of a storefront type aesthetic along SR 434. The building front is placed 22’ closer to SR 434 than the Starbucks. 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; This special exception is the minimum necessary to have a congruent lot configuration with the adjacent Starbucks. 3. Is in harmony with the general intent and purpose of the town center regulations; This special exception is in harmony with the general intent of the town center in that it allows for the development of additional retail along the SR 434 corridor. 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and This special exception will not be incompatible to the town center since it makes good use of the remaining property with good internal block circulation. 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. This special exception will not create public nuisance or be detrimental to public health, safety, and welfare relative to public services since the area in question will be on private property. Special Exception 2: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; This special exception is due to the peculiar shape of the remaining lot of land after the Starbucks was developed. 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; This special exception is necessary since subdividing this remaining lot would create at least one that would be very difficult to develop with a retail user. 3. Is in harmony with the general intent and purpose of the town center regulations; This special exception is in harmony with the general intent of the town center in that it allows for the development of additional retail along the SR 434 corridor. 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and This special exception will not be incompatible to the town center since it makes good use of the remaining property with good internal block circulation. 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. This special exception will not create public nuisance or be detrimental to public health, safety, and welfare relative to public services since the area in question will be on private property. Special Exception 3: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; This special exception is due to the configuration of the lot having a wide dimension and little depth. Adding more retail along the frontage to achieve 80% coverage would not leave enough space behind the building for off-street parking or allow for good internal circulation with the adjacent Starbucks lot. 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; This special exception is the minimum necessary to allow the retail building to be placed along SR 434. 3. Is in harmony with the general intent and purpose of the town center regulations; To keep in harmony with the general intent, the Developer will continue the small knee wall that covers the Starbucks parking field across the parking field of this lot. This will help with the coverage along the frontage. 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and This special exception will not be incompatible to the town center since it is basically a continuation of the Starbucks lot. 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. This special exception will not create public nuisance or be detrimental to public health, safety, and welfare relative to public services since the area in question will be on private property. Special Exception 4: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; This special exception is due to the configuration of the lot having a wide dimension and little depth. The off-street parking is needed to meet minimum standards and since the lot is not that deep, the parking field needs to encroach into the 50’ setback. This also allows for connection to the internal circulation of the Starbucks lot. 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; This special exception is necessary to allow for the construction of the internal circulation connections to Starbucks and parking required for the retail buildings. 3. Is in harmony with the general intent and purpose of the town center regulations; This special exception is in harmony with the general intent of the town center in that the parking area will be screened with a knee wall that will be continued from the Starbucks lot. This will help to shield the parking area from SR 434. 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and This special exception will allows for compatibility with the Starbucks lot. 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. This special exception will not create public nuisance or be detrimental to public health, safety, and welfare relative to public services since the area in question will be on private property. Special Exception 5: 1. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; This special exception is needed to match the parking configuration of the adjacent Starbucks lot. 2. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; This special exception is necessary to allow for the construction of the internal circulation connections to Starbucks and parking required for the retail buildings. 3. Is in harmony with the general intent and purpose of the town center regulations; This special exception is in harmony with the general intent of the town center in that the parking area will be screened with end cap islands and a knee wall on SR 434. 4. Will not be injurious or incompatible to the town center and any surrounding neighborhood or property; and This special exception will allow for compatibility with the Starbucks lot. 5. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. This special exception will not create public nuisance or be detrimental to public health, safety, and welfare relative to public services since the area in question will be on private property. TITLE West End Professional Center Monument Sign Special Exception SUMMARY APPLICANT AND PROPERTY INFORMATION: • Applicant/Property owner’s name(s): West End Professional Center One LLP • Property addresses: 1135 E. SR 434 •Property Parcel ID numbers:36-20-30-502-0000-0010 •Current FLUM Designation:Town Center District •Current Zoning Designations:T-C (Town Center District) •Development Agreements:None •Pending Code Enforcement Actions:None •City Liens (if any):None PUBLIC HEARINGS AGENDA ITEM 4 0 1 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY MAY 23, 2019 | REGULAR MEETING APPLICABLE LAW, PUBLIC POLICY, AND EVENTS: Home Rule Powers Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan Project Overview: The applicant is seeking a Special Exception for the construction of one monument sign at the multi-tenant office building located at 1135 E. R 434. The subject property is located within Transect 5 of the Town Center zoning district. Per Section 20-327.1 - Signs, free standing monument signs are permitted by special exception in the Town Center along SR 434 frontage. The sign generally conforms to the standards set forth in Section 16-82 "Special Supplemental regulations for properties located on SR 434." The signs architectural features and colors match the existing building and provide acceptable aesthetics in relation to the surrounding Town Center buildings.” P U B LI C HEA RI NG S AGENDA I TEM 401 | T H U RS D A Y , MA Y 2 3 , 2019 | PA G E 2 O F 2 Special Exceptions: The applicant is requesting approval of a Special Exception requests. In granting a Special Exception, per the Town Center Code, the City Commission must find substantial competent evidence that: a.The proposed development contributes to, promotes, and encourages the improvement of the Winter Springs Town Center and catalyzes otherdevelopment as envisioned in the Winter Springs Town Center regulations. b.The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City’s Comprehensive Plan and code. c.The proposed development abides by all rules in this code other than those specially accepted. RECOMMENDATION Staff recommends approval of the Special Exception for the construction of a monument sign in the Town Center..