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HomeMy WebLinkAbout2025 04 24 Public Hearing 400 - Sutton Crossing Ace Hardware Overall Site PlanD TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R PROP 6' CHAIN LINK FENCE PROP 6' CHAIN LINK FENCE FUTURE DEVELOPMENT BY OTHERS LOT 1 83.196 SQ.FT. 1.910 ACPROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) 15 ' C I T Y S A N EA S E M E N T 10 ' ST M EA S E M E N T PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) W E S NAD83 NAD83 C-301 OVERALL SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 04/08/2025 SJRWMD COMMENTS LS KM 04/08/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 - O V E R A L L S I T E P L A N LS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R A p r 0 9 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=40' 0 40102040 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.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) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. STORMWATER MANAGEMENT: STORMWATER RUNOFF FROM THE SITE IMPROVEMENTS PROPOSED ONSITE SHALL BE MANAGED THROUGH A COMBINATION OF PROPOSED DRY DETENTION PONDS AND UNDERGROUND STORMTECH CHAMBERS LOCATED UNDER THE PAVEMENT AREAS AS SHOWN. THE STORMWATER MANAGEMENT SYSTEM HAS BEEN DESIGNED IN PART WITH "POND 1" WITHIN TUSKAWILLA CROSSINGS SUBDIVISION. SITE SIGNAGE: PERMANENT SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. LANDSCAPING: ALL LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. SIDEWALK NOTE: ANY BROKEN OR NON ADA COMPLIANT SIDEWALK IN THE PUBLIC RIGHT-OF-WAY FRONTING THE PROJECT SITE SHALL BE REPLACED AS PART OF THIS PROJECT. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 3 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.04.09 15:12:19-04'00'