Loading...
HomeMy WebLinkAbout2025 04 24 Public Hearing 401 - Chick-Fil-A Overall Site PlanTHIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY M PROP 24' CROSS ACCESS EASEMENT I 01 E 9 59 2cF`� ❑ ❑❑ SITE DATA PARCEL ID/FOLIO NUMBER 26-20-30-5AR-OA00-008D, 26-20-30-5AR-OA00-008H, 01-21-30-501-0000-0010 SITE ADDRESS E SR 434 & MICHAEL BLAKE RD JURISDICTION CITY OF WINTER SPRINGS ZONING (T-C) TOWN CENTER & T5 (URBAN CENTER ZONE) FUTURE LAND USE FLU: TOWN CENTER DISTRICT EXISTING LAND USE UNDEVELOPED PROPOSED LAND USE QUICK SERVICE RESTAURANT FEMA ZONE ZONE X PROPOSED INDOOR SEATING COUNT 70 SEATS PROPOSED OUTDOOR SEATING COUNT 0 SEATS TOTAL PROJECT AREA 1.66 ACRES EXISTING GREEN SPACE 1.62 AC (70,816 SF, 97%) EXISTING POND AREA .04 AC (1595 SF, 3%) EXISTING TOTAL IMPERVIOUS AREA 0 AC (0 SF, 0%) PROPOSED GREEN SPACE 0.34 AC (14,910 SF, 20%) PROPOSED POND AREA 0 AC (0 SF, 0%) PROPOSED TOTAL IMPERVIOUS AREA 1.32 AC (57,501 SF, 80%) PROPOSED BLDG. AREA 0.13 AC (5,576 SF, 10%) PROPOSED VUA AREA 0.85 AC (37,091 SF, 64%) PROPOSED OTHER IMPERVIOUS AREA 0.34 AC (14,834 SF, 26%) PARKING CALCULATIONS (10'X20') REG. PARKING SPACES PROVIDED 62 SPACES TOTAL (12'X20') ADA SPACES PROVIDED 3 SPACES TOTAL SPACES PROVIDED 65 SPACES REQUIRED PARKING SPACES 58 SPACES (4 SPACES PER ESTABLISHMENT + 1 SPACE PER 100 SF GFA) REQUIRED BICYCLE PARKING 0 SPACES PROVIDED BICYCLE PARKING 2 SPACES BUILDING SETBACKS NORTHWEST 0' NORTHEAST (SR 434) 25' (SR 434) SOUTHEAST MICHAEL BLAKE BLVD 10' (MICHAEL BLAKE BLVD) WEST 0' LANDSCAPE BUFFER REQUIREMENTS NORTHWEST 0' NORTHEAST (SR 434) 10, SOUTHEAST MICHAEL BLAKE BLVD 10, WEST 0' 30 15 7.5 0 30 1 "= 30' SIGN LEGEND " CONTRACTOR TO REFER TO THE SIGNAGE PACKAGE FOR PLACEMENT AND SPECIFICATIONS OF ALL SIGNS " RESERVED HANDICAP PARKING SIGN (SEE SIGNAGE PACKAGE) PARWNG LABEL ONFDC W/ ESTAURANTS=CURB STRIPI C:R R7-8; 12" X 18" (TYP.)LLOW it ©HANDICAP PARKING FINE SIGN (SEE SIGNAGE PACKAGE) 6" X 12" (TYP ) $o EwE K "DRIVE -THROUGH ENTRANCE ONLY" SIGN (SEE SIGNAGE PACKAGE LEGEND EX. PROPERTY LINE EX. ADJACENT PROPERTY LINE EX. ROADWAY C/L PROP. PROPERTY LINE _ PROP. BUFFER - - PROP. SETBACK PROP. PARKING O COUNT PROP. SIGN PROP. BUILDING ENTRANCES PROP. CONCRETE SIDEWALK PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE ©"VAN ACCESSIBLE" SIGN (SEE SIGNAGE PACKAGE) dpa R7-8P; 6" X 12" (TYP.) a���ooa C�NOTES: ❑D "DO NOT ENTER" SIGN (SEE SIGNAGE PACKAGE) ` R5-1; 24"X24" (TYP.) TRUCTION IN THE FDOT ROW SHALL CONFORM TO THE ITIONS OF THE FDOT DESIGN STANDARD PLANS ❑STOP SIGN (SEE SIGNAGE PACKAGE) ® THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND E R1-1; 30" x30" (TYP.) NSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION ❑ CFA PEDESTRIAN GROSSING SIGN (SEE SIGNAGE PACKAGE-)- BASE///1E PER ❑ FLAG POLE (SEE SIGNAGE PACKAGE) E.9. o T SECTIRV »o7o-2516 0 CF MONUMENT OR PYLON SIGN WINTER SPRINGS FIRE NOTES: DIGITAL DRIVE-THRU MENU BOARDS 1. AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE � SITE PLAN DESIGN NOTES &KEY PLAN LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1 1A PAVEMENT EDGE DETAIL (START & 5 ABOVE THE FINISHED FLOOR. 0 1A DIRECTIONAL ARROW 24 c-4o2 2. THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE C-400 END OF DRIVE-THRU LANES) 1 g PAINTED HANDICAP PARKING SYMBOL 1 B 6 DETECTOR CHECK VALVE. C-40o NOT USED 25 c-4o2 3. NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 2A ❑ I 2A DRIVE-THRU GRAPHICS 7 4. THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100 OF THE C-400 NOT USED 26 c-4o2 FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 2g STOP BAR GRAPHIC C ao0 NOT USED 27 5. THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 37 22 41 aye ° 3 6. ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION 50 f_� ❑ CROSSWALK MARKINGS C-400 NOT USED 2g C-402 w DEPARTMENT BEFORE BEING COVERED. 4 ❑ � 55 / ��' \ NOT USED 4 MULTI ^^�= nIDCrTlnnlnl nDnoulne 10 LU 7. FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE / �s �,, ❑ c-400 NOT USED 29 c-402 z PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION � 5 ❑ z - 32 STANDARD OR HANDICAP PARKING STALL PER CODE nnlclTl InInInl BUTT InInIT 11 O Q (NFPA 1 16.1.4). l� C-400 NOT USED 30 C-402 O 20R i ° ❑ 0 8. A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE 37 33 / \�G'� \ ° 5A 4" SOLID WHITE STRIPING O NOT USED 31 (A2 " RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, E 24 ' 09 O NOT USED 5B 32 DRIVE-THRU PLAN -FLUSH WITH FFE 1 SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3 \ �'� \ ❑ C-403 9. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF D �o 4 NOT USED 5C SKIP DASH YELLOW OW STRIPING 33 DRIVE-THRU ISOMETRIC 2 PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE � 10 w C-4o3 MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL NOT USED 6 6 34 DRIVE-THRU ORDER POINT ISLAND 3 AND RESIDENTIAL DEVELOPMENTS NFPA 1 16.5.3.1 12 O'er 7� ��� O ❑ C 400 ❑ ' � C-403 ( ) LANDSCAPE AND STREETSCAPE AREA NOT USED 7 BOLLARD ADD MOUNTED SIGN 7 4 10. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE 36 O FOR CANOPY TREES AND STREET ❑ c-400 35 MENU BOARD LOOP DETECTION SYSTEM C-403 PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN 1018 �OQ 3 2B 1 -L=-gS FURNISHING PER SECTION 20-601 NOT USED 8 36 BUILDING DOWNSPOUT CONNECTION TO SITE DRAINAGE SYSTEM SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) Q (�4 ( ) \ CNn1 ❑ ❑ 11. FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH 8A 12 5,576 SF 14 (A WAIVER WILL BE SUBMITTED AS PART 14 ® / ° 9 NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 72B 10 E 41 10 15 0 64 SEATS \ �° OF THE STRREETSCAPE AREA) 4 9❑ CURB RAMP w/ FLARED SIDES (IN SIDEWALK) C-400 37 CANOPY DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) 65 P KING SPACES 12. A 36" CLEAR SPACE SHALL BE MAINTAINED AROUND THE 12 1A 1A 2B 48 �\ ❑ Wv 10 RETURNED CURB HANDICAP RAMP C-400 38 SCREENED REFUSE ENCLOSURE (REFER TO ARCH 7 CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT r E Q F = 45.00 �' \ O sue❑ LC4 PLANS FOR ADDITIONAL DETAILS) C-403 LESS THAN 60" 1524 MM SHALL BE PROVIDED IN FROM OF EACH p 2B 0 NOT USED 11 SID�=WA K CCESSIB E RA () $ HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5" -__ ___._ S� .p �► `L \ �1_ a ? WM 2 39 CLEAN -OUT (OUTSIDE OF BUILDING) d ��`R �s OA 52 9 6 ��?'�� ❑� �� �G 12 DETECTABLE WARNING DEVICE C-401 C-403 �403 (NFPA 1, 18.5.7) IH 1A 0 36 546' �� �� 3 NOT USED 40 13. HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS 48 \ �o �� NOT USED 13 PLACED 6" IN THE ROADWAY IN ACCORDANCE WITH NFPA 1 �� �0 o C 401 10 12 N \ 272' �,O �\ ❑ 14 CONCRETE SIDEWALK 4 41 STORM STRUCTURE WEEP HOLE DETAILS C-403 CHAPTER 18.5.10 o; 10 � 8A \ s_ 1 ❑ C 401 14. ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL 1 2B 8A ° a 5 NOT USED 42ALUMINUM I IANDRAIL (REFER TO ARC' I PLANS) 61 �� 15 CONCRETE SIDEWALK w/ CURB & GUTTER C-401 PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS 5 5 9 \ ° ❑ AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1 18.2.3.4.3) FIRE E �" 6 43 CONCRETE PAD FOR OPTIONAL CASH STATION ' 52 OQ $ 52 A B �o�� ❑ \ \ NOT USED 16 C-401 TRUCK PARAMETERS / 5A 1 B © \ O ° \ �rrrD 17 7 44 DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE) 15. FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTEE 5A 00 p� \ ❑ C-401 WIDTH OF NOT LESS THAN 20 IN ACCORDANCE WITH THE P OP 1 ' UTILI YEA EMEN I STO 3 0 ��� 18 CONCRETE CURB & GUTTER $ 45 GREASE TRAP SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. TO BE DEDIC TED 0 CIT 2B L9 2B 48 9 1A $ 15 \ ` \ o p \ \ ❑ C-401 16. ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL 10 E 5 gq ��' 12 9 ®�,� 45 ` �'� �❑ \ \ 18A SPILLING CURB & GUTTER 46 PROPOSED TRANSFORMER EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN � 8A •., � oti \ a •, \ 41 °� °" �J 47 BIKE RACK BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO 12 1A (' A B 47 3 \ ya 18 CATCHING CURB &GUTTER THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 39� "••,, \ \ ❑ \ \ 48 LANDSCAPED AREA 17. PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH f❑ 43 � 18 DEPRESSED SPILLING loin CURB o GUTTER J I z 41 52 g 52 9� \�o� TYPICAL LOCATION FOR OUTDOOR T^DI E NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. 1 g 5 I o ° BM 2 \ \ 2� NOT USED 18 NOT USED 49 (REFER TO ARCH PLANS) 2 - ~ I 4 5A ��� 53 a\ \ NOT USED 18SPILLING GUTTER SECTION AT ACCESSIBLE RAMP 48 0� ° ❑ 5A����\ \ NOT USED ^^T^ InI^ GUTTER cr^TIr�nI AT ACCESS lol r nnnnn 50 FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY ��� 61 8A 18F ❑❑` A�► �� 5 g - o / ❑ ��\ 51 FREE-STANDING ORDER POINT CANOPY I 0 6 48 52 12 X 38 / 18B �o ° ��IP� ADA �� NOT USED MOUNTABLE CURB & GUTTER ® I x 1"\� RAMP �� \ 9 52 LANDSCAPE & IRRIGATION PROTECTOR 12 ° ° ° ° a a ° ° 12 10 I K 41 0 0 ❑ _° ° ° ° ❑E] 4 14 I �5� � O 1 A 48 6 48 52 ° o I 91 5A � ❑ 3 w g'R 41 ' z I,I "Hv►t J �. �� 52 80R 62 C INFRASTRUCTURE IMPROVEMENT COMPLETED BY ° I o f I 8A �' � sj► D E O $ LANDLORD PER CONSTRUCTION PLANS FOR ° L'.' � �' O 2- � m� •0 12�'R 2B SUTTON CROSSINGS /N S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS a s; I ; ���� 1A ��= 7 AND DEPTHS)54 ," ti .: ° �►��` O I .. s I 8A 24 R 22 44 �JC! LANDSCAPE o IRRIGATION 'ROTECTOR NOT USED 19C-401 PROPOSED MONUMENT SIGN 23 X X e ;x ° x •.X . / / �,� ����� NOT USED 20 1 53 (A WAIVER WILL BE SUBMITTED AS PART OF SIGNAGE PERMIT) x x '. 2 G E c 402 4 \� �� ABA RAMP 54 PROPOSED CONCRETE FLUME X' '� % �� 21 AREA LIGHT LJT nnln POLE (RE 'ER TO 11/ LJTInI DI nnl QV nTLJCDC\ � U`\`i `\ °.x . 37 O�G oo6�� D O ERS 22 CONCRETE PAVEMENT DRIVE-THRU LANE 3 55 PROP TYPE "D" CURB (PER FDOT INDEX520-001) °:. ° G�� ❑ C-402 X:_. 1A / 51 23 CONCRETE APRON AT TRASH ENCLOSURE 4 56 PROP TYPE "F" CURB (PER FDOT INDEX 520-001) 57 PROP DROP CURB (PER FDOT INDEX 520-001) EX. BYBRA/VT 58 PROP CROSSWALK STRIPING (PER FDOT INDEX: 711-001) ° 59 PROP CURB RAMP (PER FDOT INDEX: 522-002) �O- 6 PROP 6" DOUBLE YELLOW (PER FDOT INDEX: 711-001) PROP EDGE OF NEW ASPHALT 9 ° 62 PROP 50' X 12' LOADING ZONE 3 48 SITE NOTES: 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 5. ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. '� u e ♦ S ®s 0 0 ❑ ❑ I % 10_ DS_E BUFFER AND BUILDING SETBACK 18B 00 ed ° - ° a ° o I o 53 j ° C EWA�K O &ATER I/AL W5 � AMCH,4EL BLAKAEBL VD. EASEMENT -SOLIB !/�B/TE LINE I_ SPH4/ T CONC ��RB & bul- - ON C CCRg OJT C Wvm ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT 6. SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM 13. ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE ALUMINUM COLUMN (POST). WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 2. SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER 14. FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING ADA ACCESSIBILITY (VOTES: SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS CONSTRUCTION. SHALL MEET ADA REQUIREMENTS. wv 15. PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP DQ 3. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES DIMENSION IS TO BACK OF CURB. RUNNING SLOPE AND CROSS SLOPE). 16. UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND O 4. ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING SECTION FOR INSTRUCTIONS. ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" 5. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE PERMITTED SEPARATELY. CROSS SLOPE SHALL NOT EXCEED 2%. 6. A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY NOTES: RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO PERMIT APPLICATION. 1. A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 7. CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING PERMIT APPLICATION. THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR 2. ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE SCREENING, ETC. COURSE OF CONSTRUCTION WILL BE RE -GRADED AND SODDED. 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 8. IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE 3. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH IS MET IN THE CROSS WALK. BE HAULED OFF -SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE 9. ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE AND REPLACED. ADDITION OF ADDITIONAL PULUJUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CONSTRUCTED TO MEET ADA REQUIREMENTS. CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED 10. ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE 11. STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS DESIGN STANDARDS." 4. FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS GENERAL CONTRACTORS COST. 12. NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. D 5200 Buffington Rd. Atlanta Georgia, 30349-2998 KNOW WHAT'S BELOW r ALWAYS CALL 811 1 BEFORE YOU DI 11's Iasi. Its free. It's IN law. www, callsunshine.corn REVISIONS REV DATE COMMENT CHECKED CHECKED DRAWN BY 1 08/06/2024 FDOT DRAINAGE RI KK COMMENTS 2 10/24/2024 CITY OF WINTER LS/RI KK SPRINGS COMMENTS 3 02/03/2024 CITY OF WINTER LS/RI KK/KM SPRINGS COMMENTS 4 03/18/2025 CITY OF WINTER LS/RI WG SPRINGS 1 I I 11 1 Il 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 1 SEALED AND THE SIGNATURE MUST BE VERIFIED / ON ANY ELECTRONIC COPIES. 1 � z 0 am l o� I z a W 8 ,1 LU LU z F- LU LU U) Ed Ed. ow WC9gU�U� Ur Z W W � W WZ za �WQ2 JiZULUW0 I. yw 1 UZ�QE- O zgg�n����® oNm / J aZcoF� g � o 0J / U 1 W u U p �0z zs 00 1 o� oa z BOHLERI 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 STORE P14-LE-XP - #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS SHEET TITLE SITE LA YO UT PLAN DWG EDITION 02.4 ® PRELIMINARY El 80% SUBMITTAL El FOR CONSTRUCTION JOB NO. ; FLA230280.00 STORE #05814 DATE 05/21/2024 DRAWN BY RI CHECKED BY : KK CAD ID SITE SHEET onsommomm- H:\2023\FLA230280.MENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-O.DWG PRINTED BY: LSHAKES 4.21.25 @ 12:30 PM LAST SAVED BY: RIMKA REVISION 4 - 03/18/2025