The URL can be used to link to this page

2023-07-20 V. A. #23-008-TRC, Civil Plans rev dtd 06/26/23, Exhibit 166 co U 0 a U z 0 Uj co 0 a a E Q m 2P Q M CV LU O a a 3 Ir U y 0 U co U Z (7 w 0 0 U N N 0 > FP N 0 N N d Q 4 a - Of a- m c 0 U Q PROPERTY LOCATION: PARCEL ID: PROPERTY SITE AREA: TOTAL PROJECT AREA: EXISTING LAND USE: PROPOSED LAND USE: PROPERTY ZONING: FUTURE LAND USE: BLDG CONSTRUCTION TYPE FLOOR AREA RATIO: BUILDING GFA: MAX BUILDING HEIGHT: FINISH FLOOR ELEVATION: SECTIONS 3, TOWNSHIP 15 SOUTH, RANGE 37 EAST PRELIMINARY SITE /CONSTRUCT ION/STORMWATE R MANAGEMENT PLAN AND REPORT OKEECHOBEE, FLORIDA 3-15-37-35-001001710-0120 ±1.05 ACRES ±0.59 ACRES CONVENIENT STORE/ GAS STATION MEDICAL MARIJUANA DISPENSARY NO ZONING INFORMATION WAS SUPPLIED TO THIS SURVEYOR BY THE INSURER AS REQUIRED UNDER TABLE "A" ITEMS 6(A) AND 6(B). PD (PLANNED DEVELOPMENT) RETAIL USE - COMMERCIAL 0.053 2425 SOFT 13.53' EX 26.03' EX FLOOD ZONE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12093C 0480G, WHICH BEARS AN EFFECTIVE DATE OF 07/16/2015. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND THIS SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE INFORMATION. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. SITE AREA DATA (EXISTING): 25,802.41 SF = 0.59 AC PERVIOUS AREA 1,050.68 SF (±0.02 AC) 3.39 % IMPERVIOUS AREA 24,751.73 SF (±0.57 AC) 96.61 % TOTAL AREA = 25,802.41 SF (±0.59 AC) 100.0 % SITE AREA DATA (PROPOSED): 25,802.41 SF = 0.59 AC PERVIOUS AREA 2,925.23 SF (±0.07 AC) 11.86% IMPERVIOUS AREA 22,877.18 SF (±0.52 AC) 88.14 % TOTAL AREA = 25,802.41 SF (±0.59 AC) 100.0 % PARKING TABLE: TOTAL PARKING (PROVIDED) REGULAR 9.0' X 20.0' 7 SPACES ADA 12.0' X 20.0' 1 SPACES TOTAL PARKING (PROVIDED) 8 SPACES LEGAL DESCRIPTION: THE LAND IS DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF BLOCK "K", CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND RUN THENCE SOUTH 18°49'45" WEST, A DISTANCE OF 179.50 FEET TO A POINT ON THE NORTH BOUNDARY OF LOT "R", BLOCK 252, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 4, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE RUN WEST ALONG THE NORTH BOUNDARY OF SAID LOT "R": A DISTANCE OF 106.98 FEET TO A POINT LYING EAST, A DISTANCE OF 135 FEET FROM THE NORTHWEST CORNER OF LOT "R", THENCE RUN NORTH A DISTANCE OF 312.03 FEET TO A POINT OF INTERSECTION ON THE SOUTH RIGHT-OF-WAY OF STATE ROAD 70 (NORTH PARK STREET) AS NOW MAINTAINED AND LOCATED; THENCE RUN SOUTH 87 DEG 50'47" EAST ALONG THE SOUTH RIGHT-OF-WAY OF STATE ROAD 70 (NORTH PARK STREET) AS NOW MAINTAINED AND LOCATED A DISTANCE OF 165.61 FEET TO A POINT ON THE EAST BOUNDARY OF BLOCK "K", CITY OF OKEECHOBEE AS AFORESAID; THENCE RUN SOUTH ALONG THE EAST BOUNDARY OF BLOCK "K", CITY OF OKEECHOBEE AS AFORESAID; THENCE RUN ALONG THE EAST BOUNDARY OF SAID BLOCK "K", A DISTANCE OF 135.78 FEET TO THE POINT OF BEGINNING. THE PROPERTY SHOWN ON THIS SURVEY IS THE SAME AS THAT REFERENCED IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT #1320428, DATED AUGUST 26, 2022 AT 11:00 P.M. OKEECHOBEE, FLORIDA. OKEECHOBEE COUNTY, FLORIDA .0 1-0 VICINITY MAP u t 'f mw� Mdw P� UTILITY PROVIDERS: WATER AND SEWER OKEECHOBEE UTILITY AUTHORITY 100 SW AVENUE OKEECHOBEE, FL 34974 863-763-9400 POWER FLORIDA POWER & LIGHT OKEECHOBEE CONTACT BY PHONE 386-586-6403 JOEL BRAY PHONE/DATA/CABLE CENTURY LINK 1325 BLAIRSTONE RD RM 113 TALLAHASEE, FL 33407 850-599-1444 BILL MCCLOUD PHONE/DATA/CABLE COMCAST 1401 NORTH POINT PKWY WEST PALM BEACH, FL 33407 MICHAEL CONNELL 954-789-9762 GAS SERVICE FLORIDA PUBLIC UTILITIES CO 1635 MEATHE DR WEST PALM BEACH, FL 33411 561-398-2338 FERNANDO VAN-LEEUWEN Me *4 de .� PERMIT TYPE. PERMIT NO. STATUS APPROVAL DATE EXPIRATION DATE CITY OF OKEECHOBEE 23-008-TRC IN REVIEW FDOT 2023-A-191-00030 IN REVIEW 2023-D-191-00015 a A T�I. r 4 F r , NORTH tf Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 GENERAL NOTES C1.1 STORMWATER POLLUTION PREVENTION PLAN C2.0 DEMOLITION PLAN C3.0 SITE PLAN C4.0 PAVING, GRADING & DRAINAGE C6.0 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN PROJECT TEAM: OWNER: OKBEE OUTPARCELL, LLC 2469 N JOHN YOUNG PKWY STE C-D ORLANDO, FL 32804 206-931-0526 NICK JONES NICK@REDBELLPARTNER.COM DEVELOPER: OKBEE OUTPARCELL, LLC 2469 N JOHN YOUNG PKWY STE C-D ORLANDO, FL 32804 206-931-0526 NICK JONES NICK@REDBELLPARTNER.COM CIVIL ENGINEER: PENNONI 3242 HENDERSON BLVD, #200 TAMPA, FL 33609 813-258-0066 VICTOR HUGGINS, P.E. VHUGGINS@PENNONI.COM LANDSCAPE ARCHITECT: PENNONI 3242 HENDERSON BLVD, #200 TAMPA, FL 33609 813-258-0066 JASON RINARD JRINARD@PENNONI.COM SURVEYOR: AMERICAN SURVEYING INC. 4847 NORTH FLORIDA AVE. TAMPA, FL 33603 813-234-0103 ARCHITECT: BALAITY PROPERTY ENHANCEMENT. 1707 5TH STREET SARASOTA, FL 34236 941-961-9079 U CD oN cn a Q U) o� co U0 U7C5chO >�o m J 00 (/) L0 N aT0Ew � � z a)H o= Z N Z N W co a 0 M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 � O I- z z0 LL E Ng U O �\G m 0 Z * , No 88424 0 Ew 00 STATE OF wzLLJ s F�oRio�- G�`'�\�� LIJ ////// m U /ONAI DO � LL m 06-26-2023 w W Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z > U AND SEALED BY JASON SHERIDAN, P.E _O 0 ON THE DATE ADJACENT TO THE SEAL. (n Q PRINTED COPIES OF THIS DOCUMENT z Z D_ LLJ ARE NOT CONSIDERED SIGNED AND Q W 2 SEALED AND THE SIGNATURE MUST BE 0 Q VERIFIED ON ANY ELECTRONIC COPIES. J Q Q LU w L.L W J 0o O Q J } O W W LLL 0� W CDLL Q zCN J <DLLW LJ o m _oM0 =Zw=O>°oOw oLLJ - J00vw(> U w CD Y CV W `O O O m co z 0 w o z � w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS CO-0 66 I< a W U W O Of a a 3 a d a O z c� Yl 0 U co U Z 0 w 0 L U N N O E N S N N n 4 d a m c 0 U 3 GENERALNOTFS 1. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION Q 22, PID AF5554, NAVD-88 (ELEVATION=27.63') ARE IN REFERENCE TO NORTH AMERICAN VERTICAL DATUM 1988 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 3. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 813-258-0066 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 4. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS AND SURFACE DRAINS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED. 5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 6. SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT EXISTING TREES IDENTIFIED TO BE SAVED REMAIN UNDAMAGED DURING CONSTRUCTION. (REFERENCE OKEECHOBEE COUNTY LAND DEVELOPMENT CODE 7. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 8. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH OKEECHOBEE COUNTY STANDARDS AND SPECIFICATIONS OR ALTERNATE TECHNICAL SPECIFICATIONS PROVIDED BY ENGINEER. 9. PIPE MEASUREMENTS ARE TO THE CENTER OF STRUCTURE FOR INLETS AND STORM MANHOLES. CURB INLET STATIONS ARE CALCULATED TO EDGE OF PAVEMENT. ALL PIPE LENGTHS ARE PLUS OR MINUS. 10. CONFLICTS BETWEEN WATER LINES, SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 11. THE PARCEL SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "AE AND X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP 12093C, COMMUNITY PANEL NUMBER 0480 C, MAP REVISED 07-16-2015. THE BASE FLOOD ELEVATION (BFE) IS 67.4' (N.A.V.D. 88). 12. RELOCATION AND REPLACEMENT OF EXISTING UTILITIES AFFECTED BY PROPOSED CONSTRUCTION TO BE COORDINATED BY SITE CONTRACTOR. 13. ALL RADII ARE 5' UNLESS OTHERWISE INDICATED 14. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING MAINTENANCE OF TRAFFIC PLANS AS REQUIRED. 15. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR ANY WORK WITHIN THE R/W AND IS RESPONSIBLE FOR REPAIR AND REPLACEMENT OF INFRASTRUCTURE/FACILITIES WITHIN R/W THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITY. 16. ANY ON -SITE WELLS NOT PROPOSED TO REMAIN ARE TO BE SEALED BY A LICENSED WELL CONTRACTOR. 17. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DESIGN AND INSTALLATION. 18. CONTRACTOR TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA, INC. AND ANY OTHER UTILITY COMPANIES NOT REPRESENTED BY ONE CALL OF FLORIDA 48 HOURS PRIOR TO CONSTRUCTION FOR LOCATION OF EXISTING UTILITIES, CALL SUNSHINE AT 1-800-432-4770. 19. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE SUB -BASE, BASE AND SURFACE ARE CONSTRUCTED. 20. SIDEWALKS TO BE INSTALLED BY THE CONTRACTOR AS PART OF CONSTRUCTION ACTIVITIES TO INCLUDE ACCESSIBLE CURB RAMP AT CROSSWALKS IN ACCORDANCE WITH FDOT INDEX 522-002. 21. STAKED SILT FENCE WILL BE INSTALLED PRIOR TO EARTHWORK OPERATIONS COMMENCING AND IS TO BE MAINTAINED THROUGH PROJECT COMPLETION. 0IM-11446MITI-11q* 1.r1Iw:l Y.7.7.7:1.7[.R4:Nlydi►to] .rr:1:11111011:191161,61 23. STORM SEWER PIPE LINES WILL NOT BE INSTALLED PRIOR TO PLACEMENT AND ALIGNMENT OF INLET STRUCTURES. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL. SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA: T - 12' DEPTH SDR-26 12' -18' DEPTH SDR-26 > 18' DEPTH DIP 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS; SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE SIX COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. 3. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTORS RESPONSIBILITY. 4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TEST SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTORS RESPONSIBILITY. EROSION AND SEDIMENTATION CONTROL NOTES 1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRES SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/ TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. 3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM THE CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE TURBIDITY TO STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. 4. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARE SOIL STABILIZED. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS. 5. WATER REMAINING IN THE EXCAVATIONS AFTER CONSTRUCTION MUST BE KEPT CONFINED WITHIN THE EXCAVATIONS PRIOR TO DISCHARGE (IF APPLICABLE), UNTIL THE TURBIDITY LEVEL OF THE POND WATER MEETS STATE WATER QUALITY STANDARDS. 6. NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN THE EXCAVATIONS. IF CLAY OR SANDY CLAYS ARE LEFT EXPOSED AT THE PERMITTED DEPTH, THE CONTRACTOR SHALL OVER EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF 12 INCHES AND BACK FILL WITH CLEAN SANDS. 7. PROVIDE ALL DISTURBED AREAS WITHIN THE LIMITS OF THE WORK WITH TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL. UTILIZING EARTH DAMS & PONDS, GRADE TO DRAIN SWALES, SETTLING BASINS, SILT FENCES, STONE FILTERS, HAY BALE FILTERS, ETC. TREATING ALL SOIL SURFACES WITH SEEDED TOPSOIL AND / OR MULCH AFTER GRADING. 8. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 9. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND AIR AND WATER POLLUTION WILL BE MINIMIZED STATE AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES. 10. MINIMIZE THE AMOUNT OF BARE SOIL EXPOSED AT ONE TIME AND INSTALL SOIL EROSION CONTROL FENCES AS SHOWN AND IN SUCH A MANNER AS TO CAPTURE AND FILTER SURFACE WATER DURING CONSTRUCTION. 11. PERMANENT VEGETATION SHALL BE BY SEEDING OR SODDING ALL EXPOSED AREAS WITHIN THREE DAYS AFTER FINAL GRADING. MULCH SHALL BE USED AS NECESSARY FOR PROTECTION UNTIL 75% GROWTH IS ESTABLISHED. 12. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL WHICH WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY AS TO PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. 13. ALL NEW EROSION AND SILT CONTROL METHODS AND LOCATIONS INDICATED ON THIS DRAWING ARE FOR STARTUP AND GENERAL REFERENCE AND SHALL BE ADJUSTED, AS REQUIRED TO SUIT THE PROCESS OF THE CONSTRUCTION. 14. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL RECEIVE VEGETATIVE TREATMENT AFTER FINAL GRADING IN ACCORDANCE WITH THESE PLANS. DISTURBED AREAS NOT SPECIFICALLY DESIGNATED WITH A VEGETATIVE COVER SHALL BE VEGETATED AS FOLLOWS: POND SIDE SLOPES SHALL BE SODDED WITH ARGENTINE BAHIA UNLESS OTHERWISE NOTED ON LANDSCAPE PLANS. 15. HAY BALES SHALL BE PLACED ON THE UPLAND SIDE AND ADJACENT TO ALL SILT FENCE WHICH IS ADJACENT TO WETLAND AREAS TO PROVIDE ADDED SILTATION PROTECTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE HAY BALES SHALL BE REMOVED AT SUCH TIME AS THEIR PRESENCE IMPEDES CONSTRUCTION. 16. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL EROSION CONTROL TEMPORARY DRAINAGE AND INCIDENTAL CONSTRUCTION NECESSARY TO PREVENT EROSION. THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER/AND/OR AUTHORITIES. 17. SILT FENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 570-001 OF THE FDOT STANDARD PLANS ROAD CONSTRUCTION, 2021-2022 OR LATEST EDITION. FILTER FABRIC FOR SILT FENCE AND INLET PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 514 OF THE FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION 2022 OR LATEST EDITION. 18. RUBBLE RIPRAP SHALL BE IN CONFORMANCE WITH SECTION 530 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2022 OR LATEST ADDITION. FILTER FABRIC FOR CHECK DAMS SHALL BE IN ACCORDANCE WITH SECTION 514 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2022 OR LATEST EDITION. 19. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN ON DRAWINGS WHERE APPLICABLE OR AT LOCATIONS DETERMINED BY THE ENGINEER. THE QUANTITY OF TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICE MAY BE INCREASED OR DECREASED FROM THAT SHOWN IN THE DRAWINGS BASED ON WEATHER, CONSTRUCTION PROCEDURES AND ACTUAL SITE CONDITIONS THAT OCCUR DURING CONSTRUCTION. SUCH VARIATIONS WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR A CHANGE IN THE CHARACTER OF WORK. SIGNAGE AND PAVEMENT MARKING NOTES 1. PAVEMENT MARKINGS SHALL BE PLACED AS SHOWN IN THE PLANS AND THE APPROPRIATE FDOT STANDARD INDEX. 2. SIGN LOCATIONS ARE SHOWN AS APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE ENGINEER. 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE U.S. DEPT. OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. 4. STREET SIGNAGE IS TO MEET CITY OF OKEECHOBEE AND FDOT STANDARDS FOR DESIGN, AND CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD AND THE DEVELOPER FOR APPROVAL. CONTRACTOR SHALL USE W-SHAPED STEEL POST FOR ROADWAY SIGNS. 5. ALL PAVEMENT MARKINGS SHALL BE LEAD-FREE, NON -SOLVENT BASED PAINT. THERMOPLASTIC ONLY WHERE NOTED. 6. ALL PAVEMENT MARKINGS TO BE REMOVED SHALL BE PERFORMED BY HYDRO BLASTING (EXCEPT IN THE FDOT ROW). 7. LOCATION OF STOP BARS SHALL BE IN ACCORDANCE WITH SECTION 3B.16 OF THE MUTCO 8. LOCATION OF SIGNS SHALL BE IN ACCORDANCE WITH SECTION 313.16 OF THE MUTCO 9. ALL LOCAL ROADS SHALL BE PRIVATE. FDOT GENERAL NOTES ALL WORK PERFORMED IN THE DEPARTMENT'S RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITIONS OF: A) FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. B) FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM. C) FDOT DESIGN MANUAL (FDM) D) FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION. 1) ALL AREAS IN THE FDOT RIGHT OF WAY DISTURBED DURING CONSTRUCTION SHALL BE RESTORED, COMPACTED, SODDED AND WATERED IN CONFORMANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 570 AND 981 AND DESIGN STANDARDS INDEX 570-010. 2) DAYTIME WORK ONLY. THE FDOT ENGINEER MUST APPROVE NIGHT WORK AND LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE. THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING ANY PROPOSED WORK. CALL FDOT FOR ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS ARE TO BE LEAD-FREE NON -SOLVENT BASED THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS 'LEAD FREE'. REMOVAL OF EXISTING STRIPING SHALL BE DONE BY MILLING AND RESURFACING OF THE FRICTION/SURFACE COURSE TO OBLITERATE OBSOLETE PAVEMENT MARKINGS. 4) ALL PROPOSED TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH AND CONSTRUCTED TO THE FDOT DESIGN STANDARDS INDEX SERIES 600 AND 700 SERIES. THE PROPERTY OWNER MUST MAINTAIN THE TRAFFIC SIGNS AND MARKINGS FOR THE DRIVEWAY. 5) THE FDOT REQUIRES DOCUMENTATION FOR SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR EMPLOYEE(S) INSTALLING AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN. DOCUMENTATION IS TO BE FURNISHED TO THE DEPARTMENT AT THE PRE -CONSTRUCTION MEETING OR BEFORE OCCUPYING STATE RIGHT-OF-WAY. 6) MAINTENANCE OF TRAFFIC PLAN FOR WORK ZONES SHALL BE IN CONFORMANCE WITH ALL APPLICABLE INDICES OF THE FDOT DESIGN STANDARDS INDEX 102 SERIES ACCORDING TO THE TYPE OF ROADWAY AND TYPE OF WORK BEING PERFORMED. 7) SILT FENCE FOR EROSION CONTROL IN CONFORMANCE WITH THE FLORIDA EROSION SEDIMENT CONTROL MANUAL IS REQUIRED FOR ALL AREAS OF CONSTRUCTION WITHIN FDOT R/W, PERPENDICULAR TO AND PARALLEL WITH THE STATE ROAD. 8) SIDEWALK SHALL BE CONSTRUCTED PER FDOT INDEX 522-001 AND 522-002. DETECTABLE WARNING STRIPS, A.K.A. TRUNCATED DOMES, FOR DISTRICT SEVEN CONSTRUCTION AND MAINTENANCE SHOULD BE EITHER INSET CERAMIC TILES OR THERMOPLASTIC DETECTABLE WARNING STRIPS. THESE WARNING SURFACES SHALL ONLY BE PROVIDED BY THE FOLLOWING VENDORS/MANUFACTURERS. A) INLINE TRUNCATED DOME EZ TILE SUPPLIED BY PROFESSIONAL PAVEMENT PRODUCTS B) TOPMARK SUPPLIED BY FLINT TRADING C) VANGUARD TRUNCATED DOME SUPPLIED BY VANGUARD 9) MAINTENANCE OF TRAFFIC PLAN MUST INCLUDE FDOT DESIGN STANDARDS INDEX 102-660 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. 10) FDOT REQUIRES A PIPE VIDEO BE DONE ON ALL PIPES ASSOCIATED WITH A PERMIT PROJECT IN FDOT ROW. SPEC 430-4.8. 11) FOR WORK WITHIN FDOT RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN PREPARED UNDER THE DIRECTION OF, AND SIGNED AND SEALED BY, A LICENSED FLORIDA PROFESSIONAL ENGINEER WHO IS EXPERIENCED IN PREPARING TRAFFIC CONTROL PLANS AND WHO IS CERTIFIED PER FDOT PROCEDURE, TOPIC NO. 625-010-010. 12) FOR WORK WITHIN FDOT RIGHT-OF-WAY, THE FDOT REQUIRES DOCUMENTATION FOR SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE FOR THE AGENCY, UTILITY, OR CONTRACTOR EMPLOYEE(S) DESIGNING, INSTALLING, AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH DEPARTMENT PROCEDURE, TOPIC NO. 625-010-010. 13) ALL TEMPORARY TRAFFIC CONTROL DEVICES FOR THE FOLLOWING FACILITIES SHALL BE DESIGNED AND INSTALLED TO MEET THE EXISTING POSTED SPEEDS AS STATED FOR ALL TRAFFIC CONTROL PHASES: SR 70 - 35 MPH 14) CONTACT FDOT 48 HOURS BEFORE WORKING IN FDOT R/W, TO ACTIVATE PERMIT AND SCHEDULE PRE -CONSTRUCTION MEETING - WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL, BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SMALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT. DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA Cl 10 AND AWWA Cl 11 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS OR SDR 9 HDPE. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAL OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS. AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE SIX COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. PAVING, GRADING AND DRAINAGE NOTES 1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL, IRRIGATION, CABLE TV AND TELEPHONE CROSSINGS SHALL BE INSTALLED BEFORE SUB -BASE. BASE AND SURFACE ARE CONSTRUCTED. CONTRACTOR TO COORDINATE INSTALLATION OF ANY ADDITIONAL CONDUIT LOCATIONS WITH OWNER. 2. ALL CURB CUT RAMPS TO BE CONSTRUCTED PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS (FOOT INDEX 304) AND BE ADA COMPLIANT INCLUDING USE OF TRUNCATED DOME TACTILE SURFACE. 3. TERMINATION OF BOTH FDOT TYPE "F" AND 6" VERTICAL CURB SHALL INCLUDE A T TRANSITION TO FLUSH UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 4. EXTRA MATERIAL IS REQUIRED PER FOOT INDEX 205 (SHEET 1 OF 5) AROUND STORM PIPE MEETING COVER CRITERIA OF SAID INDEX. 5. JOINTS OF STORM SEWER SHALL BE STAGGERED FOR CROSSINGS OF THE SANITARY SEWER WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE SO THAT THE PIPE BELL IS NOT LOCATED AT THE CROSSING. 6. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS. CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIP LINE OF A TREE REMAINING ON SITE UNLESS APPROVED BY THE CITY. 7. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY PROVISIONS OF LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS SUBSEQUENT TO COORDINATION WITH HILLSBOROUGH COUNTY. 8. ALL STORM DRAIN STRUCTURES TO CONFORM TO THE "FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" MANUAL DATED 2022 OR LATEST EDITION. 9. ALL PROPOSED STORM GRATES, RING & COVERS AND SANITARY SEWER RING & COVERS TO MEET H-20 LOADING RATING. ALL STORM GRATES TO BE HOT DIPPED GALVANIZED RETICULINE STEEL GRATES. ALL EXISTING STRUCTURES TO BE MODIFIED AS REQUIRED TO MEET H-20 LOAD RATING AND ADJUSTED TO MEET PROPOSED GRADE. 10. THE STAKED EROSION CONTROL SHALL BE INSTALLED PRIOR TO EARTHWORK OPERATIONS COMMENCING AND IS TO BE MAINTAINED THROUGH PROJECT COMPLETION. 11. STORM SEWER PIPE LINES WILL NOT BE INSTALLED PRIOR TO PLACEMENT AND ALIGNMENT OF INLET STRUCTURES. 12. ALL DELETERIOUS SUBSTANCE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNERS' SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 15. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. V 0 oN L m Lu ~ C U) o c0 co C-) U -C M 5p tFE0 coco C J CC) LL N Ic U) (6 aEa)E-00 _M ~ ~ Z a) ~ O = Z N Z IZJ- N W M a O M. JASON SHERIDAN, P.E. O Y FL. P.E. LIC. NO. 88424 O /i�i z Qn►- I 0O� ``Ci F ,O'io m 0 Z * ' No 88424 p OU � \ STATE OF �0\ Of LLI w a /��*FS Ft OR�o-'- �� LU w //�S�ONAL 0 �\' �11111111� =) O LL � 00 06-26-2023 cp z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: Ci AND SEALED BY JASON SHERIDAN, RE _O 0 z ON THE DATE ADJACENT TO THE SEAL. U) PRINTED COPIES OF THIS DOCUMENT p W Z 0-ARE NOT CONSIDERED SIGNED AND Q LUSEALED w AND THE SIGNATURE MUST BE p 0 VERIFIED ON ANY ELECTRONIC COPIES. J J p Q Q W U W w J Lu J co �� p Lu OJ�� Y U) 0 L J C00 :)=�a0 O Czco LL W W a- w J a o LL W coQ 0 ~ z p LU = =z W Of °Oz°JO mowCm0o U= No > Lu 2 W O O m U) z O > w Df xt � O z x,; w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS c 1 0 Q P E Q m a 7t M 0 N 3 a d a U) z c� 0 U co U Z (D w 0 L U N N O E N 0 N N n 4 d a m 0 3 CITC fICC(`DIDTInKI PROJECT NAME: MUV OKEECHOBEE DEVELOPER'S NAME: OKBEE OUTPARCELL, LLC LAT. = 27°14'36.97" N DEVELOPER'S ADDRESS: 2469 JOHN YOUNG PKWY, LONG.= 80°49'27.56" W ORLANDO, FL 32804 DESCRIPTION OF NATURE OF CONSTRUCTION ACTIVITY CONSTRUCTION OF NEW COMMERCIAL PROPERTY WITH ASPHALT PARKING. SOIL DISTURBING ACTIVITIES INCLUDE: INSTALLING STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION OF EROSION AND SEDIMENT CONTROLS, CLEARING AND GRUBBING, GRADING, CONSTRUCTION OF STORM SEWER, SANITARY COLLECTION, WATER DISTRIBUTION SYSTEM INSTALLATION, ROAD AND PARKING AREA CONSTRUCTION, AND PREPARATION FOR FINAL LANDSCAPING. RUNOFF COEFFICIENT: THE FINAL COEFFICIENT OF RUNOFF FOR THE SITE WILL BE C=0.90 LIMITS OF CONSTRUCTION AREA: ±0.59 ACRES SEQUENCE OF MAJOR ACTIVITIES 1. PRIOR TO COMMENCEMENT OF CLEARING FOR CONSTRUCTION, SITE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES AND NECESSARY TREE BARRICADES CALLED FOR ON PLANS AROUND THE SITE. 2. UPON COMPLETION OF THE INSTALLATION, THE SITE CONTRACTOR MAY BEGIN SITE CLEARING, EARTHWORK, DRAINAGE, UTILITY AND ROADWAY CONSTRUCTION ACTIVITIES WITHIN THE CONTRIBUTING BASIN. THE SITE CONTRACTOR SHALL STABILIZE ALL AREAS DISTURBED WITHIN FIVE DAYS OF ME COMPLETION OF GRADING ACTIVITIES OF THE DISTURBED AREA. 3. DURING CONSTRUCTION, THE SITE CONTRACTOR SHALL PERFORM REQUIRED MAINTENANCE AND INSPECTIONS OF THE DEVICES. 4. THE SITE CONTRACTOR SHALL REMOVE ALL EROSION PROTECTION DEVICES WITHIN EACH CONTRIBUTING AREA FOLLOWING PERMANENT STABILIZATION OF ALL DISTURBED AREAS. NAME OF RECEIVING WATER: LAKE OKEECHOBEE CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION STABILIZATION: THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO GRADE OR ALTERED WITHIN A TWO (2) WEEK TIME -FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATED THE SURFACE SOILS ON A DAILY BASIS, OR AS NEEDED TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF -SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPORARY STABILIZATION: TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 5 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASED MATERIAL. PERMANENT STABILIZATION: DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 5 DAYS AFTER THE LAST CONSTRUCTION. STRUCTURAL PRACTICES STAKE SILT FENCES: THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG THE PERIMETER AS PREVIOUSLY EXPLAINED. THESE DEVICES WILL STOP AND DIVERT RUNOFF TO THE SEDIMENT BASINS. SEDIMENT BASINS: THE STORM WATER MANAGEMENT AREAS WILL ACT AS SEDIMENT BASINS DURING CONSTRUCTION. THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS-SECTION, OR A MINIMUM OF 2' BELOW EXISTING GROUND AT THE CONTRACTORS DISCRETION TO ALLOW SILTS TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, SWALE, STORM SEWER, AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. SWALES TO BE SODDED AND INCLUDE CHECK DAMS AND RIPRAP TO CONTROL RUNOFF VELOCITY AND TRANSPORT OF SEDIMENT. WHEN CONSTRUCTION IS COMPLETE THE IMPROVED PORTION OF THE SITE WILL DRAIN TO STORM WATER PONDS. THE PONDS WILL BE IN THE LOCATION OF THE TEMPORARY SEDIMENT BASINS. WHEN UPSLOPE AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASINS. THE PONDS HAVE BEEN DESIGNED BY A PROFESSIONAL ENGINEER TO LIMIT PEAK FLOW RATES FROM THE DESIGN STORM EVENT AT OR BELOW PRE -DEVELOPMENT RATES, AND CONSTRUCTION PER DETAILS SHOWN IN THE PLANS IS IMPERATIVE. OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS: ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN DUMPSTERS PER CITY OF OKEECHOBEE SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTERS. THE DUMPSTERS WILL BE EMPTIED A MINIMUM OF ONCE A WEEK OR MORE OFTEN IF NECESSARY, AND THE TRASH WILL BE HAULED TO A REGISTERED LANDFILL FOR DISPOSAL. NO CONSTRUCTION MATERIALS WILL BE BURIED ON -SITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON -SITE OFFICE TRAILER AND THE CONSTRUCTION MANGER RESPONSIBLE OR THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE' ALL HAZARDOUS WASTE MATERIALS, IF ENCOUNTERED, WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE' ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION. OFFSITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE COVERED WITH A TARPAULIN AT ALL TIMES. TIhAIfAI(- nC: (`(IAITDnl RAC:ACI IDCC I NIVIII Y V V I V V I Y 1 1\ V V I Y I V/ \ V V I \ L V AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES STAKED SILT BARRIERS STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH WITHIN 5 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES PERMANENTLY IN THAT AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS WILL BE REMOVED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICTS (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, AS ESTABLISHED BY THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D-4 AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT". THIS PLAN ALSO REFLECTS THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR WORK IN BRANCH 6. MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL ALL CONTROL MEASURES IN DISTURBED AREAS WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.25 INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. WHERE SITES HAVE BEEN FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. TEMPORARY AND PERMANENT GRASSING, MULCHING AND SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER. THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND MAINTENANCE REPORT WILL BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON -SITE IN GOOD WORKING ORDER. NON -STORM WATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: WATER FROM FIRE FIGHTING ACTIVITIES. FIRE HYDRANT FLUSHING, WATER LINE FLUSHING, WATER USED TO SPRAY OFF LOOSE SOILS FROM VEHICLES, DUST CONTROL, PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. GROUNDWATER DEWATERING ACTIVITIES ARE NOT COVERED BY THIS PERMIT. THE CONTRACTOR MUST APPLY FOR COVERAGE UNDER THE GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM ANY NON -CONTAMINATED SITE ACTIVITY PURSUANT TO 62-621.300 (2), F.A.C. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED, BUT NOT LIMITED, TO BE PRESENT ON -SITE DURING CONSTRUCTION: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PRODUCTS AND FUELS PAINTS (ENAMEL AND LATEX) CLEANING SOLVENTS METAL STUDS WOOD GLASS MASONRY BLOCK TAR ROOFING SHINGLES SAND STONE SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON -SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ALL MATERIALS STORED ON -SITE SHALL BE STORED IN A NEAT. ORDERLY MANNER IN THE JOB APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON -SITE. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE: PETROLEUM PRODUCTS: ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON -SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS: FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OR ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. CDII I t`nKITDrII DDAr`TI(`CC IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTION OF THE PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON -SITE. EQUIPMENT AND MATERIALS WILL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREAS WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FORM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF SIZE. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATION. THEY WILL DESIGNATE OTHER PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON -SITE. NOTICE OF TERMINATION A NOTICE OF TERMINATION WILL BE SUBMITTED TO EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THESE CONSTRUCTION PLANS, THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM, AS SHOWN ON THESE CONSTRUCTION PLANS, DESIGNED TO ASSURE THAT APPROPRIATE POLLUTION PREVENTION MEASURES ARE IMPLEMENTED DURING CONSTRUCTION AND TO ASSURE THAT THE QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOW VIOLATIONS. DEVELOPER: SIGNED: NAME AND TITLE: NICK JONES COMPANY: OKBEE OUTPARCELL, LLC ADDRESS: 2469 JOHN YOUNG PKWY, ORLANDO, FL 32804 DATE: POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORM WATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE FOR RESPONSIBLE FOR COMPANY: NAME: ADDRESS: GENERAL CONTRACTOR TITLE: DATE: PHONE: COMPANY: NAME: ADDRESS: TEMPORARY AND PERMANENT TITLE: STABILIZATION DATE: PHONE: COMPANY: NAME: ADDRESS: TEMPORARY AND PERMANENT TITLE: STABILIZATION DATE: PHONE: V CD o(N LLu m ~ C U) o c0 V U M tFE0 M p r m J00 (/� LL NLf') (n c E E (6 co Q -0 a0 Z a) O = Z N Z IZJ- N W co IL M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 0 0 1111111 Z Q `,NSON StiF 0 LL `� G`T` ��GENSF00 } 0 z coLu _*i No 88424 '2 *� LJ LL LL, O LU i '0 STATE OF �O 4j�� w w � /��j�F\ F�ORIOr'- ca /j�iSs��NAI��a LU � �DO w LL m 06-26-2023 Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: Ci AND SEALED BY JASON SHERIDAN, P.E _O 0 ON THE DATE ADJACENT TO THE SEAL. U) Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND w Q �SEALED AND THE SIGNATURE MUST BE 0 VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q Q 0 z W O U W J w � z J coOLuQ �Q >- 0_j JJJYo a LJJ LL Y O a o0 O U N z W CO Q o Lu z z o O=T- Qw p og _ w WLI 0.)o L 0 Y W co > U Zo N W o °� a CO Y �O 2 W O U7 O m U) z 0 W x� � O z at w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS c 1 . 1 D Q co co w 0 Of a a a 6 3 m c 0 3 BASIS OF BEARINGS: SOUTHERLY R/W LINE PER FDOT R/W MAP SECTION 91070-2514 PARCEL NO. 03-15-37-0010-01710-0110 502 PARK OKEE LLC D EXISTING CURB TO BE REMOVED (TYP.) NORTHERLY R/W LINE CONCRETE SIDEWALK 2' CONCRETE CURB & GUTTER (TYP) CENTERLINE OF SURVEY FDOT R/W MAP FOR STATE ROAD 70 #91070-000 SOUTHERLY R/W LINE STATE ROAD 70 EXISTING CURB AND SIDEWALK TO BE REMOVED JA r a UL — —UL UL ` ' 'a v CONC I WALK' ° ° v v v SILT FENCE UL UL --------a-�'---- -- ° w (TYP.) of � --- ° zCE ZCD DIRT/GRASS C) CD ASPHALT DRIVEWAY CONCRETE PAVEMENT 1 EXISTING CURB TO Lc' EXISTING CURB TO SAWCUT LINE REMAIN REMAIN (TYP.) (TYP.) ° a° 4 ° BOLLARD(TYP) —�_o o ' I EXISTING CONCRETE PAVEMENT TO BE EXISTING TREE TO 1 END UIRL \ \� \ EXISTING COLUMN TO ° - v REMOVED (TYP.) REMAIN (TYP.) 1 REMAIN (TYP.) I ° 0 10" EXISTING CANOPY TO I d REMAIN (TYP.) ` � v ♦ I U T o COLUMN CONCRETE / o (TYP) ° w �Z ISLAND (TYP) Ld O EXISTING BOLLARD Lu J TO REMAIN (TYP.) 1 > —� Z < _ EXISTING CONCRETE 1 3 SILT FENCE SAWCUT LINE PAVEMENT TO BE o z D Q (TYP.) (TYP.) REMOVED (TYP.) rn w r W U Z C c O H z N "--------------16 0 w m —I w a 1i i ° �� w v c� PROPERTY LINE 1 (NOT INCLUDED) (TYP.) 1 1 EXISTING CURB TO BE REMOVED (TYP.) 1 a 1 EXISTING CONCRETE TO BE REMOVED (TYP.) EXISTING CONCRETE TO REMAIN (TYP.) 1 SAWCUT LINE 1 (TYP.) _ EXISTING ASPHALT TO BE REMOVED (TYP.) EXISTING CONCRETE TO BE REMOVED TYP °BUILD NG OVE%ANG a ♦ I G1 EXISTING CONCRETE v 4 a v PAVEMENT TO BE a v ° v Iw ° 1 REMOVED (TYP.) v° ° v EOP I I EDGE OF CONC SED•OONCRCTE' 3.7' 60.7 3.7' I — — —' 0 SILT FENCE BROKEN ASPHALT 0.28' - ONE STORY MASONRY / 0.28 ♦ (TYP.) PAVEMENT / , EXISTING SIDEWALK -'' BUILDING TO BE REMOVED • NO. 510 SAS LID POINT OF HEIGHT=13.53' I ON CONC BEGINNING ° a m� caxx¢a �° AREA=2,425 SQ. FT. (FOOTPRINT) 1q, I ISLAND ` EXISTING CONCRETE _ s TIRE STOPS TO BE / fi `" REMOVED 12" END CURB EXISTING ASPHALT PAVEMENT TO BE \ REMOVED (TYP.) BROKEN ASPHALT PAVEMENT m MONITOR WELL (TYP) ` U / BHL CONCRETE PAVEMENT ~ W x 0 6' CLF METAL HATCH ENCLOSURE ON CONCRETE SAWCUT LINE (TYP.) - SOUTH PARK STREET�r) ASPHALT PAVEMENT EXISTING BUILDING TO REMAIN (TYP.) (CLOSED) (70' R/W PER P.B. 2, PG. 4) 4" METAL HATCH ' ON CONCRETE o_ O w BROKEN ASPHALT PAVEMENT 0_ OLLJ =� I � �J CONCRETE EOP GRASS ( •) — — — TOB — — — — TOB — TTOE OF SLOPE (TYP) — — — TOB — — _ — TOB -ros-----ros-1 ---ros-----ros-----ros- ��/ - fOS - ros- ros- ros - ros- - — OPEN DITCH , a ----------- — — — — — — — — — — — TOP OF BANK (TYP) O TOB — — TOB — — TOB —� — TOB Ui �` Tr LJ�� l = U L L U L L 10' UTILITY EASEMENT (O.R. 98, PG. 536) © (O.R. 370, PG. 1507) O5 (O.R. 240, PG. 421) PARCEL NO. 03-15-37-0020-02520-OOPO FLORIDA POWER & LIGHT CO go O NORTH BOUNDARY OF LOT "R" BLOCK 252 (P.B. 2, PG. 4) c,QF� ASPHALT DRIVEWAY EXISTING LEGEND — — — — = PROPERTY LINE ",0 = EXISTING GRADE x DEMOLITION LEGEND = SILT FENCE — — — — — — = SAWCUT LINE = DEMO CONCRETE SIDEWALK ® = DEMO CONCRETE PAVEMENT = EX. TREE TO BE REMOVED = DEMO ASPHALT PAVEMENT 0 20' 40' SCALE: 1 "=20' V 0 oN Lu m Lu O U) O CD V U 71 M �p M C 0 m J L0 M c: LL N0c (n (6 E Qm C _-- -0 a0 H Z a Z Z N Z IZJ- 04 W co IL M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 �\ \\ // �� z = �� JNSON S �/ ti i OU G�� 7 m 0 Z * ' No 88424 p O U i 'A STATE OF �O /�//ssjONA� W � LU 0��`\` I—m0 w 00 06-26-2023 07 Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: — U AND SEALED BY JASON SHERIDAN, P.E _O 0 ON THE DATE ADJACENT TO THE SEAL. (A Q PRINTED COPIES OF THIS DOCUMENT p W Z 0- ARE NOT CONSIDERED SIGNED AND W Q WSEALED AND THE SIGNATURE MUST BE p � VERIFIED ON ANY ELECTRONIC COPIES. J J p Q Q 0 W U ~ w Lu co 0w z _ J � O � <Q U QLL z zJ LL w w Lu O a O c0 00 >- O i O OJ=QLU w O O o� 0M woo > U z p LuLu N CO Lu �W Ln 2O O m W z 0 _W Lu W Of �k 0 z x,; Lu Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C2.0 (n Q co U w O Of a N 0 a c m Q `m E E Q } m Q 7t m 0 N N C] Lu O a 3 m 0 U U 3 STATE ROAD 70 0 N TYPE "D" - CURB (TYP.) UL UL UL — FIR 5/8" NO I.D. 1 1 10" PROPERTY LINE (TYP.) 1 PROPOSED LANDSCAPE AREA C ■ PROPOSED TYPE "F" CURB (TYP.) PROPOSED SIDEWALK — d°(FtR 5/8", NO I.D. 0.96'N.&W.) 0 0 O N R25.0' EXISTING CONCRETE CD PAVEMENT C� i PROPOSED LANDSCAPE AREA R20.0' PROPOSED CONCRETE PROPOSED STOP BAR PAVEMENT (TYP.) DIRECTIONAL ♦ ARROW (TYP.) ry M INTEGRATED 4� CURB AND ♦ SIDEWALK (TYP.) R5.0' - R5.0' �5•0 f 9.0' R15.0' 1 WHEELSTOP R15.0' (TYP.) � 10 oN O 0 0 0 0 co 1 FLUSH CURB AND SIDEWALK (TYP.) I PROPOSED FDOT - TYPE CR-C ADA RAMP 1 ADA PARKING - 1 & SIGN (TYP.) PROPOSED CONCR SIDEWALK (T 1 PROPOSED DUMPSTER (TYP.) (TN 1 1 1 1 FrA I 5.0' I I o 0 0 24.0' 6.0' 1:7- - 06 - ^ — — R5.0' L TYPE "D" — ONE STORY M/ I CURB (TYP.) BUILDIN( PROPOSED FDOT NO. I TYPE CR-C ADA HEicN- I RAMP 11EA=2,425 I � I L — — — — — — — — o------� ETE - "' PROPOSED CONCRETE PAD (TYP.) 8.0' f PROPOSED TYPE "D" CURB (TYP.) JND "X 3'E. D'N. UL — CIR �+ a� O N STOP SIGN (TYP.) I D J i) J D J CLOSURE OF EXISTING CROSS ACCESS I FROM NEIGHBORING PROPERTY TO 1 UNPAVED AREA 1 � 1 1 � - - -ras _ _ _ — - - ros r 1 - -ros - -ros - —_— CL —_ _— CL —_ _— et —_—_- CC , I ---ro� - ---ros-----ros- ----ros- ----ras- -- / TOB — — TOB — - — TOB Lii �` �mw 4� L60 UL UL UL SCIR SCIR 10' UTILITY EASEMENT (O.R. 98, PG. 536) © (O.R. 370, PG. 1507) OS (O.R. 240, PG. 421) am19m PROPOSED CONCRETE SIDEWALK (TYP.) R25.0' R25.0' _° C 1 mm z> C � rn PROPOSED CONCRETE DRIVEWAY (TYP). EXISTING LEGEND = PROPERTY LINE PROPOSED LEGEND = PROPOSED CONCRETE SIDEWALK = PROPOSED CONCRETE PAVEMENT = PROPOSED LANDSCAPE 10 = PROPOSED PARKING SPACE TOTAL ii 0 20' 40' SCALE: 1 "=20' V 0 oN LLu m ~ C U) o c0 V M coO C 0 _� 00 m Jcn LL N m, Cc: Lf') (n E (>3 QCo _M -o E 00 Z a) 2 Z Z N IZJ- Z 04 W co a M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 0 z ��'�� 0 0 } 0 Z 0o Lu 0 �' No 88424 2 * i O U i -A , STATE OF �O\ mewiS10NAI``\� wm0 w 00 06-26-2023 c/) Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z � — Ci AND SEALED BY JASON SHERIDAN, P.E _O ° ON THE DATE ADJACENT TO THE SEAL. U) Q PRINTED COPIES OF THIS DOCUMENT W Z 0- ARE NOT CONSIDERED SIGNED AND w Q LU SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J U) J Q Q Q Lu N0�/ U w LL w100 J Lu J >- O< O z J Y o w D_ 00 Y U �Q ` /a/� zJ W a- W LL Q O LL zWco Qp Lu z °" °o~w J O_ LLrnpn > ULu oo LuN 2 w `� O O } m Cn Z O U) w Of Xk Z 7k Lu Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C3.0 a m c 0 3 N 87°50'47" W 135.10'(F) X 24.81 O M X 24.65' 24 57' J X 24.44' X 24.24' STATE ROAD 70 CD NORTH PARK STREET(P) VARIABLE WIDTH PUBLIC R/W PER FDOT R/W MAP SECTION 91070-000 AND SECTION 91070-2514 VARIABLE WIDTH ASPHALT PAVEMENT 24.00'23.98'23.91' �23.ff' 23.90' 23.92'23.90' _ 2382' 23.86' CURB CUT 23.78'23.72' 23.78'24.05' 24.37_ °4 d 23.73' 23.79' ° ° < d < 24.03$j24.20 X < 23.9116 X a 23.64' - U L 24.65' 24.68' 24.42 ° ° °� 24.41' d ° 7 0 ° O' 7 > 5 6 1 (D) (C) B ° a 23.83 23.96 d n U L UL UL UL U 4.43 a 24 2a1' X 26.61' 2 25.00' 5.14' 25.06' 1 PROPERTY LINE (TYP.) X 24.92' X 24.76' 0 25.05' OX 24.61' N LLJ 24J JC 24.58' LO 0 O 0 O i 0 0 25.12?4.55' x - 24. MEG 24.54' X \25.74' X 26. , 24.7337 24.30, ' 25.31' 24.76 X 24.72' ® ® 24.17' b X 24.59' X 24.42' X 24.64' X 24.47' x X 24.00' c9 N 'N X 24.28' 0 0 ° 24.5C ° �124.43S X 24.07' X 24.65' 24.75' X C SX X 24.16' 1Q" 24.26'X 24.21'0X 24.62' ■ X 24. 9' X 24.45' X 24.77' X 24.72' 25.01 24.82 24.90 MEG24.52 24.96 24.83 ■ MEG MEG MEG MEG MEG 1 X X X X X o oa LO 1� rn o N o � N� _ pp XK X 25.0 X 25.17' CM X 25.04' _ 25.07 25.76 25.35 25.24 4X X X 4.87 X X X X X2.' � s 12" 24.98 r - 25.61 -- 25.35 -.N� - 25.43 - - 25.69 - 1 �'25.87 ° 90 5 25.531125.62F 25.92 25.92) 26.03 ii 23.98' i 25.51 r// . C C 12" 1 X 24.49' k 2 89' X 24,49' 25.95 X 26.03 � / AREA=2,42 5 S � 'PRINT) L/ FFE = 26.03' 1� 1, 26.05 25.80 -2%- - 25.22 X __ X 25.26' X ® 26.01 X 23.82' X 23.97' N X 25.02' 0 a d X 24,07' N X 24.30' L, 24.62 X 23.91' MEG X 23.99' 25.39 X 23.91' 1 %2J5.36 26.03 �4.3' 23.72 23.3 23.52' 24• CURB CUT X 23.89' 24.29 24.26 23.69' MEG MEG UuL L UL 2� 1 X 23.81' X 24.24' i j 23.88 I U ° MEG O 1 X j z w 9491, 00_ X 24.19' X 24.19' w 24.35 124 62 24.53 24. 0' 24.20 d LJJ - 24.16 24.29' 24. �0 LLJ 23. 9' x 3.97' X 24.11' ; 24.2 O O x 24.17' -� 0 x 2 .33' m m 0 O 23. 9' X z r24.03I 23.99 23,56' C / /1 V � ° m 1 \ X 24.16' J 1 24.48 x 23.76 � 25.89 24.38 MEG O J I X U)m I � J d 0 0 24. < 24.04' X X X 24.05 X 23.62' ° X 23.75' X 25.02'-24.46' 24.71' X �3. 6' X 23.78' x 23.99' .0 24.44'/ a a 23.84 MEG 23.78' X X 25.09' J26.03 23.72' 4.60' 25.19' 23.97, 3.31' X 23.12' x 66� 24.46' X 23.25' X 24.79' X 23.26' X 23.95' 24.56 X 23.69' 4.78 23.55' MEG X 24.26' �k 23.58' X 24.39' 23.47' 23.64' X 24.56' X 24.36' 23.83' X X X 23.22' 23.48' X X 23-1 X 24.14' X 23.60' 23.73' X0 x X 23,48' X 23.72' X 23.86' X 23.89' I 23.26'X X 23.93' 1 23.74X X 23.52' X 23.39' X 23.83' 1 X 23.93' X 24.12' .35' X 23.55' X 23.16423.52' X 23.64' X 23.74' X 23.55' X 23.81' , v X 23.96' 1 X 23.52X 23.48' X 23.62' 23.611' x 23.62' 23.92' X X23.6 X 23.94' X 23.15' 23.85' 23.92' 23.64X 23.6x ,X 22.99' 23.80'x X 1 23.16' X 23.62' 23.32 X 23.52' 23.58'x X CO 23.82' 1 X 23.54' X 23.54' 24.18' x x X 2' X 23.53' X 23.45 , X 23.52' X 23.37' X 23.39' X 23.72' X 24.03' X 23.73' X 23.81' 1 1 � X 23.89' X 23.35' X 23.30' X 23.32' ' 23.36' X x 3.68' X 23.32' - - TOB - - - TOB - - TOB - - - - TOBt-X21.97' X 23.40' X 23.94' 21.20' 20.85''- 21.14' - - 21.03' X x - - ros - - _ x 451 - - - - raze- - -ros - - - E - ros - - -ros - - - - xros - - - ros -24.01' � 23.01' 20.90' 20.53' ct 20.61' -�C 21.76' , 20.96'X- 10 - -- x-ros__ - -- ros - - ---ros---X - x- ros - - -ros - X 20.49' 20.60' - - 20.53' 20.77' , �� j - - X S 23.09' TOB - X TOB - - TOB - - TOB 1 90*00,00" W 135.00' 23.42' 23.45' 2288' X24,02' x lii �i � L6. UL L X X 23.12' X 22.86' 24.2 X 23.61' 22.87' 23.60' X 23.58' x 23.16' N 90°00 00 W 106.98 (D)(C)j° 27 10' UTILITY EASEMENT X 22.47' ° (O.R. 98, PG. 536) x 22.89' © 22.85' (O.R. 370, PG. 1507) X 23.22' X 22.s O5 (O.R. 240, PG. 421) X 23.9024.01 X 23.51' ' ►� MEG X23.68' 23.84 MEG X 23.48'� 1�P 1 I 23.29' EXISTING LEGEND N11,�� = EXISTING GROUND SHOT x PROPOSED LEGEND X 51.70 = PROPOSED GRADE - = FLOW ARROW ii 0 20' 40' SCALE: 1 "=20' V 0 oN Lu a) Lu ~ O U) o c0 V 0 M c:)p EFE0 co CID J U-) N (n E (n (>3 Q _M � E 00 Z a)H� Z Z N Z IZJ- 04 W co Q- M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 �\ \\ // t7 � z = �� JNSON S �. N i ZO F'Q� m 0 Z * ' No 88424 '*! p Lu O U i 'A STATE OF �O 4� ILL w FRIO�' �j�iSs�ONAI mca � m 0 � w LL 00 06-26-2023 6n Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: Ci AND SEALED BY JASON SHERIDAN, P.E _O 0 ON THE DATE ADJACENT TO THE SEAL. U) Q PRINTED COPIES OF THIS DOCUMENT p W Z 0_ ARE NOT CONSIDERED SIGNED AND w Q WSEALED AND THE SIGNATURE MUST BE p U VERIFIED ON ANY ELECTRONIC COPIES. J D J p Q 0 W 0 U WOw z J Q J 0o O Lu Q z _ ��0 za C)oo W W uJ W a LL wmQo c�a �zo �LU OT-OoJ w �Q O =oY z� w �o > UZ0 �0 w N W n Q Y W a o O m z O W Df �k O z 7k W Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C4.0 D a CO U O of a a X W r 0 J a C a E E m a 1 a; N N N WW O a Face of Curb �o 3-6" White Diagonal 6" White Equall y Spaced Per Aisle 60. w X CZWHITE io ` it tV Sign FTP-21-06 And FTP-22-06 - Face of Curb Sidewal � o � 6" Whig 9--,----,-9, y, 3-6" White Diagonal Equally Spaced Per Aisle. Curb Ramp Sign FTP-21-06 And FTP-22-06 22' 1 / 22' 1 1 / 22' I \ 22' N BLUE w �, 2" ro WHITE � N Sign FTP-21-06 And FTP-22-06 15,1 12' II 9 1 9 1 9 I N TYPICAL I FG I io N N Sign FTP-21-06 And FTP-22-06 Sign FTP-21-06 Curb Ramp Curb Ramp And FTP-22-06 Face of Curb Sidewalk Sidewalk Face of Curb "A" S A„ 6" Wh6" White (Ty (TYp) „E„ "C„ „B„ I „B„ „C,i FORWARD -IN PARKING REVERSE -IN PARKING FOR ACCESSIBLE MARKINGS - SEE ABOVE LAST Q DESCRIPTION: REVISION 11101121 'w CC DIMENSIONS 40 „A„ „B„ „C„ „D„ „E„ 45° 17-0" 12'-9" T-O" 24'-0" 17-0" PAVEMENT MARKING FOR PARKING FY 2022-23 Fig STANDARD PLANS b M 2'-B" 4'-4„ 2.7 S.F. 4.53 S.F. (See Note 5) UNIVERSAL SYMBOL OF ACCESSIBILITY NOTES: 1. Dimensions are to the centerline of markings. 2. An Access Aisle is required for each accessible space when angle parking is used. 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. For ramp locations refer to plans. 4. Mount FTP-22-06 sign below the FTP-21-06 sign. 5. Use of the pavement symbol in accessible parking spaces is optional. When pavement symbol is used, the symbol is either 3-0" or 5"-0" high and white in color. PAVEMENT MARKINGS INDEX SHEET 711-001 11 of 13 P-6„ —2.5, All Letters 1" Series C 1" Spacing 1.5" 6' 0 - All Letters ].5" Series C 1" Spacing Between Lines � I%j � 13 if ko FINE — 1.5" 1"C — B tText Lines ween Q) of Text _ `' ' $250 MAX —1 1„C Q-- - - - - -- ,,, i"c �; 3.25" 11.5' 3.25" 1.5" v PARKING BY FTP-21-06 FTP-20-06 � r DISABLED 1'-6" X 2'-6" P-6' I 1' X 1'-6" 2" Radii 318' Border 1" Series C Legend P, PERMIT 1"C 1" o o m 2" Radii 3/ Border 1.5" Series C Legend Color PARKING BY o DISABLED =1.5"C =1.5"C 1„ _ f Color ONLY 1"C Background 1.5" Background PERMIT ONLY =1.5"C P, 5"C FTP-22-06 Legend and Border Legend and Border —] —1.5" P X 6" Top Bottom ]2" Top Bottom Blue White 0 N. I 10.3" 1" Radii 318' Border Supplemental Panel Blue White White Black 3.85" 3.85" 1" Series C Legend for the FTP-20-06 White Black White Background and FTP-21-06 signs Black Legend and Border TYPICAL HANDICAPPED PARKING STALL & SIGN DETAIL PER GHD, INC. GEOTECTNICAL ENGINEER RECOMMENDATION SEE REPORT DATE: 01/29/2020 1/4"R (TYP.) CONCRETE SLAB - DEPTH VARIES, 3000 PSI (TYP). 1/4"R (TYP.) d d • ' • d • y d THICKEN END TO 6"=IrII- - 1/2" PREFORMED EXPANSION 1/2" PREFORMED EXPANSION JOINT FILLER (NEOPRENE OR JOINT FILLER (NEOPRENE OR � BITUMINOUS CORK/FIBERBOARD). 8" x 1/2" DOWEL, 18" 1/2" EXPANSION BITUMINOUS CORK/FIBERBOARD). 1W2" EXPANSIONOUT ELASTOMERIC SEALANT W/ BACKER ROD W/ SLEEVED END WITH DOWEL ELASTOMERIC SEALANT W/ BACKER ROD C C 1 /$» (R l 1 /4" MAX WIDTH R 1 /4" (TYP.) _(TYP DEPTH OF JOINT DEPTH OF JOINT O EQUAL TO 1/3 EQUAL TO 1/3 SLAB THICKNESS SLAB THICKNESS SHEET METAL 0O JOINT ASSEMBLY CONSTRUCTION JOINT TOOLED JOINT SAW CUT JOINT GENERAL NOTES O CO A. ON ALL CURB RETURNS A 1/2" EXPACN D E JOINT SHALL BE CONSTRUCTED BETWEEN THE BACK OF CURB AND THE SIDEWALK (CONC. SLAB) FOR THE ENTIRE LENGTH OF THE RETURN. B. 1/2" EXPANSION JOINT EVERY 30-40'; O.c. CONCRETE PAVEMENT O.C., AND AT BEGINNING AND END OF RETURNS. C. SEE PAVING PATTERN DETAILS FOR SPECIFIC (3000 PSI @ 28 DAYS PROP. / EX. ASPHALT SCORING OR CONTROL JOINT LOCATIONS. PER ASTM C39) d d d ° Al." O O 8 d e " dd d d d -1 ° e III1 11= I I ' III1 I I1 I I1 I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 11= ' 1(- MINIMUM LBR OF 30 ON -SITE ONLY COMPACTED TO A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED PROCTOR (ASTM D-1557, AASHTO T-180) MAXIMUM DRY DENSITY 3 ON SITE CONCRETE PAVEMENT Sidewalk Curb (Where Necessary) 8 c 3 0 Ramp a o Ramp O - ._ 1:12 Zo 4'-0" Min. PLAN VIEW CR-C 6-0" (Shown) Sidewalk Curb (Where Necessary) (See Note) MOTE: For additional information on sidewalk curb construction, see SIDEWALK CURB OPTIONS details. Transition (Where Necessary) 6V4fet '� 6'd / I 'Lo � � \ curb I � i CGrb i I Drop (H) �i 6" x H Monolithic Cast Curb Or i 6-,Oa 6" x 12" Separately Cast Curb Back Of Sidewalk CONSTRUCTION OF SIDEWALK CURB IN CUT SECTIONS 44 R 6„ H (Varies) Ramp, Sidewalk Or Landing 0.02 MONOLITHIC CAST CURB 3/a' R H (Varies) Ramp, Sidewalk Or Landing 0.02 o C SEPARATELY CAST CURB SECTION B-B SIDEWALK CURB OPTIONS b N 0 N O N SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB LAST DESCRIPTION: FY 2022-23 INDEX SHEET REVISION = FDOTT DETECTABLE WARNINGS AND SIDEWALK CURB �� 522-002 3 of 7 11101120 W i� STANDARD PLANS cc NORMAL 50' WITH 5' OR WIDER SIDEWALK TYPICAL SIDEWALK PLAN 1/2" X 4" BITUMINC)tJS STIR EXPANSION JOINT DETAIL STRUCK JOINT DETAIL STRUCK JOINT 2 SIDEWALK JOINT DETAIL 4" PORTLAND CEMENT CONCRETE (3000 PSI) W/6x6 W1.4xW1.4 WWF OR FIBER TYPE REINFORCEMENT 3" CLEARANCE 44 d � a d ° e ° e IIII V-1: 11111 0IIIIIIIIIIIIIWIIIIII-11111111111111111101111110111111011111 12" COMPACTED SUBGRADE 95% MIN. DENSITY (ASTM D-1557) PROVIDE 1/2" EXPANSION JOINTS (PERFORMED JOINT FILLER) BETWEEN CONCRETE SIDEWALK AND ANY OTHER CONCRETE ITEMS (DRIVEWAYS, CURBS, ETC.) 2-1/2" min C N 7-3/4" / WIDTH STIPULATED FOR EACH LOCATION 5' MIN. STRUCK JOINT EXPANSION JOINT CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. 2" min N N JOINT SEALER BROOM FINISH DEPTH 1/5 SLAB THICKNESS NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 30" N.T.S. 11� NOTES: • • 1. WHEEL STOPS TO BE PLACED 30" BACK, FROM THE EDGE OF PAVEMENT. CENTERED IN THE PARKING STALL 2. WHEEL STOPS CAN BE PAINTED IN A #3 Bar 7-1/2" #3 Bar CONTRASTING COLOR SUCH AS Typical TYPE C Typical GRAY, YELLOW OR BLACK. BLUE SHALL BE USED FOR HANDICAP PARKING STALLS. N.T.S. 41 CONCRETE SIDEWALK SECTION N.T.S. 5 WHEEL STOPS REINFORCED CONCRETE N.T.S. V ,- Z 0 oN LU O U7 O CD CD V U715 M �p w- M m J 00 1_0 UN ICVi CD_-. E CC_n Q -0 00 I-_ Z a)H� O = Z N Z W 6CV a O M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 < 111111/ Z = N\ } 0 Z m ' No 88424 2 LU O U i 'A STATE OF �O LU w /j�iSs�ONAI LU� W �=)O LL wLLI 00 06-26-2023 Z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: U AND SEALED BY JASON SHERIDAN, P.E _O 0 ON THE DATE ADJACENT TO THE SEAL. D7 Q PRINTED COPIES OF THIS DOCUMENT 0 W Z ARE NOT CONSIDERED SIGNED AND Q LU SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q W —N _ v w O. W r-I J coOLuQ J O J1--9 LU J �� CD LL Y o- o U N U Q_ z z co W w � LU a °o w coQ O ~ ~ z� U LU =z O U OoJ O � L1j 3 W LU o �Uz wh U) m CV D W CD CD z Y W `� O O O } m to z O > w Of �k O z x,; w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6.0 D a CO U W O of a a U a 3 m 0 U U 3 Depth of Sawcut Depth of Sawcut 3%z' Min. 3/1 Min. Depth of Sawcut /// Depth of Sawcut /// Depth of Sawcut 3%z' Min. Depth of Sawcut N12" Min. 0" Max. 3%z' Max. 1T 5" Max. " Min. 0" Min. T 0" Min. f 5" Max. T 0" Min. TYPE A TYPE B TYPE D TYPE E TYPE F SHOULDER GUTTER NOTE: Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINTS IN CURB CONTRACTION JOINTS IN CURB & GUTTER Joint Seal (See Note) e 9 Concrete Pavement 8r-6„ 6-0" 3-0" Trans. v �> ? End of Curb 3'-0" Trans. N End of Curb C3 I-- r Exp. Joint and Preformed o +I/2' Joint Filler (See Note) +I o Concrete Gutter tV ` NOTE: Joint Seal application applies to both high Edge of Pavement Edge of Pavement Edge of Pavement Edge of Pavement and low sides of pavement, low side shown. PLAN PLAN PLAN PLAN EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT 3-0" Trans. 5-6" 3'-0" Trans. 3-0" Trans. 3-0" 3-0" Trans. Top of Curb Top of Curb Top of Curb f Top of Curb � See Note 1 9�__ lope Varies Gutter Gutter Gutter Gutter ELEVATION ELEVATION ELEVATION ELEVATION lexible Pavement FLARED END STRAIGHT END FLARED END STRAIGHT END ote 2 CURB TYPE A CURB AND GUTTER TYPE E AND TYPE F NOTES: NOTE: Ends of Type B and D Curb transition from full to zero heights in 3 ft. 1. Surface on Low Side of Pavement to be %4' Above Lip of Gutter. CURB AND CURB & GUTTER ENDINGS Surface on High Side to be Flush With Lip of Curb or Curb & Gutter. 2. Applies to both high and low sides of pavement, low side shown. Applies to shoulder gutter only where adjoining traffic lanes. 4" Min., 5" Max. 6-0" CURB AND GUTTER AND TYPE A CURB fl 5/a° or 34" Holes P-0" ± (Typ.) 3" Max. ADJACENT TO FLEXIBLE PAVEMENT s/8' or 3/4' Hole (Typ.) 3" Max. .� I 2" Min. g I 2" (Typ.) 5" Pitch Optional g MI ax R=2" Cast p B R=2": Cast or Rubbed or Rubbed (Typ.) #4 Bars (Typ.) (Two Per Guard) `^ Q gr, 0 CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB CURB AND GUTTER JOINTS AND ENDINGS, CONCRETE BUMPER GUARD, AND ASPHALTIC CONCRETE CURB LAST Q DESCRIPTION: FY 2022-23 INDEX SHEET REVISION FD _TI `CURB AND GUTTED 520-001 3 of 3 11101121 W STANDARD PLANS CC h Joi�tSeal P 9 �D Same Slope as Adjacent Pavement Concrete %z' Joint and Preformed Pavement Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown (See Note 4). TYPE A 9„ Joint Seal i Concrete Pavement Y2!' Joint and Preformed Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown. TYPE B 8" 6" �o Joint Seal e i Concrete Pavement '/z' Joint and Preformed Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown. TYPE D NOTES: 1. For Type A, Type B, and Type D Curb: Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see Sheet 3. 2. For Type E, Type F, Drop Curb, and Valley Gutter: When used on high side of roadways, match the cross slope of the a gutter to the cross slope of the adjacent pavement. The thickness of the lip is 6", unless otherwise shown on Plans. 3. For Type RA, rotate entire section so that gutter cross slope matches slope of adjacent circulating roadway pavement. 4. For details depicting usage of Type A Curb adjacent to flexible pavement see Sheet 3. N LAST DESCRIPTION: REVISION 11101121 'w Circulating Roadway Pavement 1r_6r, g„ See Note 2 in Q y 9 2,_3,r = TYPE E Y-6" TYPE F 6" a" 2'-3rr NOTE: Traffic Bearing Sections for use in Roundabout Central Island Construction. TYPE RA 1r_2r, 10" See Note 2 � N G a, � g o z .,n A 2'-0" DROP CURB Face of Single -Slope Concrete Barrier Match Slope of Adjacent Pavt. Joint Seal I �m P Q_ N 3�A al Flexible Pavt. o and Base Truck Apron Surface Specified in the Plans -- Slope to Fit Driveway Single -Slope Toll Concrete Barrier Header Curb �11F Joint and Preformed Joint Filler 1 14 i NOTE: See the toll site details for conduit requirements. TOLL HEADER CURB FY 2022-23 FiT STANDARD PLANS Future Curb and Gutter Construction 20' R or As Shown in Plans �/z' Expansion Joint Curb and Gutter Valley Gutter ` ] -2" PLAN VIEW See Note 2 41 v �N r\ � 3'-0" SECTION A -A See ote 2 Np 9 0 N J Fillc v - � � m Brr 5'-0" SECTION 8-8 1'-2" 1'-10" Err SECTION C-C VALLEY GUTTER Shoulder Earth Pavement 2'-0" 6" ]'-0" Berm Standard Shoulder Line d 3-6" SHOULDER GUTTER CONCRETE CURB AND GUTTER INDEX SHEET CURB AND GUTTER R 520-001 2 of 3 LU �t B 5 J �a� Sidewalk aF Ram � 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION A OPT/ON A 0000 ��Q 5 2'-0" Detectable Warnings 2'-0" Detectable Warnings J OPTION A a PaF a �a� ISOMETRIC VIEW Sidewalk 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION B OPTION B �a ISOMETRIC VIEW ISOMETRIC VIEW 6',0„ (9 r S/aP� /o�nJ k 6'-0" (Shown) > 2'-0" 6'-0" (Shown) D\o 2'-0" Detectable Warnings Sidewalk as Sidewalk �o OPTION B 0.02 0.02_ Sidewalk Curb ISOMETRIC VIEW N S'-0" (Shown) E &� 1 Sidewalk Sidewalk Curb m Sidewalk Curb C oc, Sidewalk Curb � 0 0� 0 2�0 4'-0" Min. 4'-6" Min. 4'-0" Min. Ramp Ramp Ramp PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G LAST DESCRIPTION: FY 2022-23 INDEX SHEETD REVISION FOT�-- DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 4 of 7 11/Ol/21 W irSTANDARD PLANS E En 2 LL 100 IL oo LL 0 oll o Q 0 N a a N N aCC V 0 oN � m ~ U) 0 0 O � U � coM �p w— m J Lf') (/)I C LL N Q M � E M Z a) H � Q 2 Z N Z c�14 W M IL M. JASON SHERIDAN, P.E. � Y FL. P.E. LIC. NO. 88424 � z JNSON S ZO O � ��.Z.eF' } 0 Z No 88424 m W * I I O U i 'A 'Of Z , STATE OF w w � �F\�F�ORIOr'� m Co � /j�iSs1ONAI � �O � m 06-26-2023 � z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z ?� — AND SEALED BY JASON SHERIDAN, P.E _O 0 U ON THE DATE ADJACENT TO THE SEAL. (A 0 Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q w N N J U w i—I J W Q J � 0�;� w JYo � W � z� NQ� J�az wOLLWw O Do �wO z O LU LLI UH OOJ 3:� w � W rn� >Voo � mNo W `0 p O � U O m Z O w �k � O Z w �# Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6. 1 h Joi�tSeal P 9 �D Same Slope as Adjacent Pavement Concrete %z' Joint and Preformed Pavement Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown (See Note 4). TYPE A 9„ Joint Seal i Concrete Pavement Y2!' Joint and Preformed Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown. TYPE B 8" 6" �o Joint Seal e i Concrete Pavement '/z' Joint and Preformed Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown. TYPE D NOTES: 1. For Type A, Type B, and Type D Curb: Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see Sheet 3. 2. For Type E, Type F, Drop Curb, and Valley Gutter: When used on high side of roadways, match the cross slope of the a gutter to the cross slope of the adjacent pavement. The thickness of the lip is 6", unless otherwise shown on Plans. 3. For Type RA, rotate entire section so that gutter cross slope matches slope of adjacent circulating roadway pavement. 4. For details depicting usage of Type A Curb adjacent to flexible pavement see Sheet 3. N LAST DESCRIPTION: REVISION 11101121 'w Circulating Roadway Pavement 1r_6r, g„ See Note 2 in Q y 9 2,_3,r = TYPE E Y-6" TYPE F 6" a" 2'-3rr NOTE: Traffic Bearing Sections for use in Roundabout Central Island Construction. TYPE RA 1r_2r, 10" See Note 2 � N G a, � g o z .,n A 2'-0" DROP CURB Face of Single -Slope Concrete Barrier Match Slope of Adjacent Pavt. Joint Seal I �m P Q_ N 3�A al Flexible Pavt. o and Base Truck Apron Surface Specified in the Plans -- Slope to Fit Driveway Single -Slope Toll Concrete Barrier Header Curb �11F Joint and Preformed Joint Filler 1 14 i NOTE: See the toll site details for conduit requirements. TOLL HEADER CURB FY 2022-23 FiT STANDARD PLANS Future Curb and Gutter Construction 20' R or As Shown in Plans �/z' Expansion Joint Curb and Gutter Valley Gutter ` ] -2" PLAN VIEW See Note 2 41 v �N r\ � 3'-0" SECTION A -A See ote 2 Np 9 0 N J Fillc v - � � m Brr 5'-0" SECTION 8-8 1'-2" 1'-10" Err SECTION C-C VALLEY GUTTER Shoulder Earth Pavement 2'-0" 6" ]'-0" Berm Standard Shoulder Line d 3-6" SHOULDER GUTTER CONCRETE CURB AND GUTTER INDEX SHEET CURB AND GUTTER R 520-001 2 of 3 LU �t B 5 J �a� Sidewalk aF Ram � 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION A OPT/ON A 0000 ��Q 5 2'-0" Detectable Warnings 2'-0" Detectable Warnings J OPTION A a PaF a �a� ISOMETRIC VIEW Sidewalk 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION B OPTION B �a ISOMETRIC VIEW ISOMETRIC VIEW 6',0„ (9 r S/aP� /o�nJ k 6'-0" (Shown) > 2'-0" 6'-0" (Shown) D\o 2'-0" Detectable Warnings Sidewalk as Sidewalk �o OPTION B 0.02 0.02_ Sidewalk Curb ISOMETRIC VIEW N S'-0" (Shown) E &� 1 Sidewalk Sidewalk Curb m Sidewalk Curb C oc, Sidewalk Curb � 0 0� 0 2�0 4'-0" Min. 4'-6" Min. 4'-0" Min. Ramp Ramp Ramp PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G LAST DESCRIPTION: FY 2022-23 INDEX SHEETD REVISION FOT�-- DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 4 of 7 11/Ol/21 W irSTANDARD PLANS E En 2 LL 100 IL oo LL 0 oll o Q 0 N a a N N aCC V 0 oN � m ~ U) 0 0 O � U � coM �p w— m J Lf') (/)I C LL N Q M � E M Z a) H � Q 2 Z N Z c�14 W M IL M. JASON SHERIDAN, P.E. � Y FL. P.E. LIC. NO. 88424 � z JNSON S ZO O � ��.Z.eF' } 0 Z No 88424 m W * I I O U i 'A 'Of Z , STATE OF w w � �F\�F�ORIOr'� m Co � /j�iSs1ONAI � �O � m 06-26-2023 � z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z ?� — AND SEALED BY JASON SHERIDAN, P.E _O 0 U ON THE DATE ADJACENT TO THE SEAL. (A 0 Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q w N N J U w i—I J W Q J � 0�;� w JYo � W � z� NQ� J�az wOLLWw O Do �wO z O LU LLI UH OOJ 3:� w � W rn� >Voo � mNo W `0 p O � U O m Z O w �k � O Z w �# Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6. 1 See Note 2 41 v �N r\ � 3'-0" SECTION A -A See ote 2 Np 9 0 N J Fillc v - � � m Brr 5'-0" SECTION 8-8 1'-2" 1'-10" Err SECTION C-C VALLEY GUTTER Shoulder Earth Pavement 2'-0" 6" ]'-0" Berm Standard Shoulder Line d 3-6" SHOULDER GUTTER CONCRETE CURB AND GUTTER INDEX SHEET CURB AND GUTTER R 520-001 2 of 3 LU �t B 5 J �a� Sidewalk aF Ram � 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION A OPT/ON A 0000 ��Q 5 2'-0" Detectable Warnings 2'-0" Detectable Warnings J OPTION A a PaF a �a� ISOMETRIC VIEW Sidewalk 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION B OPTION B �a ISOMETRIC VIEW ISOMETRIC VIEW 6',0„ (9 r S/aP� /o�nJ k 6'-0" (Shown) > 2'-0" 6'-0" (Shown) D\o 2'-0" Detectable Warnings Sidewalk as Sidewalk �o OPTION B 0.02 0.02_ Sidewalk Curb ISOMETRIC VIEW N S'-0" (Shown) E &� 1 Sidewalk Sidewalk Curb m Sidewalk Curb C oc, Sidewalk Curb � 0 0� 0 2�0 4'-0" Min. 4'-6" Min. 4'-0" Min. Ramp Ramp Ramp PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G LAST DESCRIPTION: FY 2022-23 INDEX SHEETD REVISION FOT�-- DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 4 of 7 11/Ol/21 W irSTANDARD PLANS E En 2 LL 100 IL oo LL 0 oll o Q 0 N a a N N aCC V 0 oN � m ~ U) 0 0 O � U � coM �p w— m J Lf') (/)I C LL N Q M � E M Z a) H � Q 2 Z N Z c�14 W M IL M. JASON SHERIDAN, P.E. � Y FL. P.E. LIC. NO. 88424 � z JNSON S ZO O � ��.Z.eF' } 0 Z No 88424 m W * I I O U i 'A 'Of Z , STATE OF w w � �F\�F�ORIOr'� m Co � /j�iSs1ONAI � �O � m 06-26-2023 � z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z ?� — AND SEALED BY JASON SHERIDAN, P.E _O 0 U ON THE DATE ADJACENT TO THE SEAL. (A 0 Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q w N N J U w i—I J W Q J � 0�;� w JYo � W � z� NQ� J�az wOLLWw O Do �wO z O LU LLI UH OOJ 3:� w � W rn� >Voo � mNo W `0 p O � U O m Z O w �k � O Z w �# Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6. 1 SECTION 8-8 1'-2" 1'-10" Err SECTION C-C VALLEY GUTTER Shoulder Earth Pavement 2'-0" 6" ]'-0" Berm Standard Shoulder Line d 3-6" SHOULDER GUTTER CONCRETE CURB AND GUTTER INDEX SHEET CURB AND GUTTER R 520-001 2 of 3 LU �t B 5 J �a� Sidewalk aF Ram � 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION A OPT/ON A 0000 ��Q 5 2'-0" Detectable Warnings 2'-0" Detectable Warnings J OPTION A a PaF a �a� ISOMETRIC VIEW Sidewalk 2'-0" Detectable Warnings 2'-0" Detectable Warnings OPTION B OPTION B �a ISOMETRIC VIEW ISOMETRIC VIEW 6',0„ (9 r S/aP� /o�nJ k 6'-0" (Shown) > 2'-0" 6'-0" (Shown) D\o 2'-0" Detectable Warnings Sidewalk as Sidewalk �o OPTION B 0.02 0.02_ Sidewalk Curb ISOMETRIC VIEW N S'-0" (Shown) E &� 1 Sidewalk Sidewalk Curb m Sidewalk Curb C oc, Sidewalk Curb � 0 0� 0 2�0 4'-0" Min. 4'-6" Min. 4'-0" Min. Ramp Ramp Ramp PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G LAST DESCRIPTION: FY 2022-23 INDEX SHEETD REVISION FOT�-- DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 4 of 7 11/Ol/21 W irSTANDARD PLANS E En 2 LL 100 IL oo LL 0 oll o Q 0 N a a N N aCC V 0 oN � m ~ U) 0 0 O � U � coM �p w— m J Lf') (/)I C LL N Q M � E M Z a) H � Q 2 Z N Z c�14 W M IL M. JASON SHERIDAN, P.E. � Y FL. P.E. LIC. NO. 88424 � z JNSON S ZO O � ��.Z.eF' } 0 Z No 88424 m W * I I O U i 'A 'Of Z , STATE OF w w � �F\�F�ORIOr'� m Co � /j�iSs1ONAI � �O � m 06-26-2023 � z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z ?� — AND SEALED BY JASON SHERIDAN, P.E _O 0 U ON THE DATE ADJACENT TO THE SEAL. (A 0 Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q w N N J U w i—I J W Q J � 0�;� w JYo � W � z� NQ� J�az wOLLWw O Do �wO z O LU LLI UH OOJ 3:� w � W rn� >Voo � mNo W `0 p O � U O m Z O w �k � O Z w �# Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6. 1 oll o Q 0 N a a N N aCC V 0 oN � m ~ U) 0 0 O � U � coM �p w— m J Lf') (/)I C LL N Q M � E M Z a) H � Q 2 Z N Z c�14 W M IL M. JASON SHERIDAN, P.E. � Y FL. P.E. LIC. NO. 88424 � z JNSON S ZO O � ��.Z.eF' } 0 Z No 88424 m W * I I O U i 'A 'Of Z , STATE OF w w � �F\�F�ORIOr'� m Co � /j�iSs1ONAI � �O � m 06-26-2023 � z W THIS ITEM HAS BEEN DIGITALLY SIGNED Z ?� — AND SEALED BY JASON SHERIDAN, P.E _O 0 U ON THE DATE ADJACENT TO THE SEAL. (A 0 Q PRINTED COPIES OF THIS DOCUMENT W Z 0_ ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q w N N J U w i—I J W Q J � 0�;� w JYo � W � z� NQ� J�az wOLLWw O Do �wO z O LU LLI UH OOJ 3:� w � W rn� >Voo � mNo W `0 p O � U O m Z O w �k � O Z w �# Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6. 1 3 m 0 U 3 FILTER FABRIC SPACING OF POSTS TO BE MATERIAL 1. Set Stakes 6' Max. 2. Excavate a 4" x 4" Trench PONDING HEIGHT FILTER FABRIC EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT I I 6-10 FEET APART ■, , , _ Upscale Along The Line Of Stakes STEEL OR ATTACH SECURELY TO UPSTREAM �I I ' "' ' ' ' ' ' "' ATTACHING TWO SILT FENCES I WOOD POST 36" HIGH MAX. III— SIDE OF POST RUNOFF FLOW I �� III , ,l. , , , 1st FENCE ■ ■ G STEEL OR , „fl. , , , , , , , , � � � ,�� , III III — — — — / I , , u ■ , , , , , , , , , , , 2' MIN. 71 2 Ed FENCE POST FLOW a FOR ADDITIONAL STRENGTH � FILTER FABRIC MATERIAL CAN PLACE THE END POST OF THE rl SECOND FENCE � \i\��_;, � " her Than Point B Points A Should Be Higher A\) t a" 12MIN. `/AA/ BE ATTACHED TO A 6-INCH (MAX) � INSIDE THE ENDS _ I I�j� \ WIRE MESH SCREEN WHICH HAS BACKFILLED TRENCH ' \ BEEN FASTENED TO THE POSTS. POST OF THE FIRST FENCE a� ' /\ \\ \//� 4" x 6" TRENCH \ \ WITH COMPACTED / / FLOW i ROTATE BOTH POSTS A Sheet Flow Installation 1 I 3Max. q �\i� \\jj BACKFILL AT LEAST 180 (Perspective View) � B Sheet Flow Installation FILTER FABRIC MATERIAL SECURELY FASTENED TO DEGREES IN A CLOCKWISE_ —� DIRECTION TO Flow (Perspective View) _ - —%', TRENCH \' STANDARD DETAIL WITH NATIVE BACKFILL / �. �� \�i\\/\\/ 10' MAX. SPACING WITH /\/\/ WIRE SUPPORT FENCE \/\j\//\//\//\//\//\//. i\\ \\ \\ \\ \\ \\ \\ \\ 6' MAX. SPACING WITHOUT APPROXIMATELY 8 THE POSTS OR WIRE INCHES OF FILTER MESH FABRIC MATERIAL CREATE A TIGHT SEAL WITH THE FABRIC \\,\ �� _ \\ \ 3. Staple Filter Material To Stakes ��, 4. Backfill And Compact The PONDING HEIGHT / // // // // // // // / /1 /\/\/\/\/\/\/\� WIRE SUPPORT FENCE IF USED. MUST EXTEND INTO A TRENCH AND BE MATERIAL And Extend It Into The Trench _r�� a\\'/ \�r� Excavated Soil ANCHORED WITH COMPACTED BACKFILL MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS � � I ABOUT 10 INCHES 1j INTO THE GROUND AND BURY FLAP —�■ �— \ R \� \ L\ —Mm- Drainage Installation .,-� (Front Elevation) 9" MAX. RUNOFF 11.OINSPECT WOOD OR STEEL POST — G G� (RECOMMENDED) AND REPAIR FENCE AFTER EACH ( STORAGE HT. ( STORM EVENT AND REMOVE SEDIMENT WHEN RUNOFF NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE 1 '\\ \ �� \\ �� 12" MIN.�/\\�� CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 10 INCHES (MIN) GRAVEL APPROXIMATE 4-INCH BY 4-INCH TRENCH ALTERNATE DETAIL TRENCH WITH GRAVEL 1 FILTER FABRIC SILT FENCE N.T.S. 50-FT. MINIMUM FXISTING PAVEMENT A 7 A 6-IN. MINIMUM FILTER CLOTH SIDE V I E V Y 2- TO 4-IN. ROCK EXISTING GROUND (NTS) 4-.. f d 50-FT. MINIMUM ■" .' " f .,{� .fir. '•- ■" L . � - �'-�'� 6-FT. MINIMUM 4• �rl lI /f � {��/ �f'`I F'Jwr {yr� �'//.r P}{, �f r. ff f",/ f ffJ r�'f -• ' - I MINIMUM EXISTING A .+. PAVEMENT; !!� fJ ■b. j C 'ram - r ram-! /`r _ !�I �r� t !!1 r �'! f �'rr rr�}�� ■ -. a4'r +.-' ■ - y f y 4 }�f MINIMUM r .. .: a VIEW � A. 2- TO 4-IN, ROCKPLAN .' { . 4 (NTS) 10-FT. :. A - MINIMUM ■ ' 3-1 N. 12-FT. MINIMUM MINIMUM ILI 6-IN' \\— FILTER CLOTH MINIMUM 2- TO 4-IN. ROCK SECTION A — A_ {NTS 2 SOIL TRACKING PREVENTION DEVICE N.T.S. V ,- Z 0 oN LU 2 LU ~ C U) o c0 V U C') O M C _� 0 m J 00 L0 M N (n E (6_M Q -0 E 00 40 Z a) 2 Z Z N Z IZJ- 04 W co IL M. JASON SHERIDAN, P.E. Y FL. P.E. LIC. NO. 88424 o0 �\ �\1111111 I.-z = ` �� z0 O ``��.Z.eF' �\GEN&F } 0 Z m �' No 88424 2 w FE: O U i 13' STATE OF 0 LU u.l i /j�iS 'ONAL LUCo� O ��LL wLU 00 06-26-2023 U) Z "THIS ITEM HAS BEEN DIGITALLY SIGNED Z �: — U AND SEALED BY JASON SHERIDAN, P.E _O 0 z ON THE DATE ADJACENT TO THE SEAL. (A PRINTED COPIES OF THIS DOCUMENT W Z 0-ARE NOT CONSIDERED SIGNED AND � Q �SEALED AND THE SIGNATURE MUST BE 0 VERIFIED ON ANY ELECTRONIC COPIES. J J Q Q J LU N0 v Q w L.L J ~ LU J m0LUQ O J w Yo oo � � QIL O zJ LUw Q O LL LJJ U) 00 U } o LU 100 w 0 z z O=U I� O of o w w � o ((= > v z 0 z LU N D W `0 � o O m U) z O U) w of o z x,; w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 06-26-2023 DRAWING SCALE AS NOTED DRAWN BY AA APPROVED BY JS C6.2 UL FI m 0 U U 3 120'/�i 20' w m 0 LU it STATE ROAD 70 NOTE: ALL TREES SHALL BE WATERED THOROUGHLY NOTE: WITH A HIGH PRESSURE WATER NOZZLE AND PACKED THE DUCKBILL ANCHORING SYSTEM IS DESIGNED WITH SOIL TO REMOVE EXISTING AIR POCKETS AND TO TO BE USED WITH MANUFACTURER -SUPPLIED PREVENT FURTHER TREE SETTLEMENT. COMPONENTS. INSTALL ANCHORS AS PER MANUFACTURERS SPECIFICATIONS. (3) FLEXIBLE TUBING TREE COLLAR (3) FLAGGING TAPE MARKERS DUCKBILL EARTH ANCHOR TABLE %" X 3" ZINC -PLATED TURNBUCKLE REMOVE TOP Yy BURLAP, AS APPLICABLE TREE MODEL RATED MINIMUM DEPTH CALIPER NUMBER CAPACITY OF INSTALLATION 3" MULCH LAYER UP TO 3' 40-DTS 300 LBS. EA. W 3" WATER RETENTION SAUCER ROOT BALL SET 3"-4" ABOVE GRADE UP TO 6' 68-DTS 1,100 II EA. W BACKFILL W/ NATIVE SOIL UNLESS OTHERWISE SPECIFIED ROOT BALL UP TO 11' 88-DTS 3,000 L93. EA Q. -�- FORESIGHT PRODUCTS DUCKBILL EARTH ANCHOR. REFER TO TABLE FOR REQUIRED NOT RATED =-DTS 5,000 L.BS. EA. W -� II MODEL NUMBER. EXISTING SUBGRADE NOTE: RATED FOR WINDS UP TO 50 MPH 1 TYPICAL TREE PLANTING AT GRADE L1.0 NOT TO SCALE I D UL UL O NOTES: 1. SPACING VARIES SEE PLAN/SCHEDULE 2. PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER 3. PLANTING HOLE SHALL HAVE VERTICAL SIDES. o ap 3" MULCH LAYER FINISHED GRADE ROOT BALL X [ I '- EXISTING SUBGRADE 2 SHRUB GROUND COVER PLANTING L1.0 DETAIL NOT TO SCALE - GENERAL LANDSCAPE NOTES: 1. All landscape material shall be fla. no. 1 grade or better, as specified in grades and standards for nursery plants, parts I and II, by Division of Plant Industry, Florida Department of Agriculture and Consumer Services, and shall conform to current American Association of Nurseryman Standards for Nursery Stock. Landscape material shall be planted according to Sound Nursery Practices. 2. All shrubs shall be a minimum of 18" high at the time of planting and spaced no greater than 30" on center. Shrubs shall not adversely impact existing tree root systems and shall be field adjusted if necessary. 3. All required shade trees shall be a minimum of 10' overall height with a min. 2" dbh at time of planting. Adjust tree locations as necessary to avoid utilities, obstructions, etc. see materials list for exact specifications. 4. All required trees shall be located a minimum of 5 feet from impervious surfaces, all shrubs 2 feet. 5. An automatic underground irrigation system shall be installed to maintain the landscape area in a healthy manner and provide 100% coverage. 6. The contractor shall sod all disturbed areas. All planting shall be mulched to a 3" minimum depth. 7. The contractor shall be responsible for the clean up of premises and removal of all discarded and surplus materials, and rubbish. 8. Verify the locations of existing trees, lawns, and shrubs. Remove extraneous materials such as rocks, branches, building materials or unacceptable soils prior to planting sod, trees, and shrubs, where encountered. 9. Contractor shall become acquainted with the related paving, site grading, and all utilities (including water, sewer, and electrical supply) to preclude any misunderstandings and ensure a trouble free installation. 10. The exact location of all existing structures, underground utilities , and pipes may not be as indicated on drawings; the contractor shall determine the location of these items and shall conduct his work in a manner to prevent interruption or damage to existing systems which must remain operational. The contractor shall protect existing structures and utility services which must remain operational and shall be responsible for their replacement if damaged by him. 11. Contractor shall call Sunshine State One -Call at least 48 hours prior to digging. (1-800-432-4770). 12. Quantities on plan take precedence over materials list. Quantities on materials list are provided as a courtesy only. LANDSCAPE MATERIALS TREES KEY QTY BOTANICAL NAME ■ 0 0 SHRUBS O MULCH COMMON NAME SPECIFICATIONS IV 8 Ilex vomitoria Yaupon Holly B/B, min. 10' ht., x 4'-5' spr., 2" dbh LIN 3 Lagerstroemia indica 'Natchez' Crape Myrtle (white) B/B, min. 10' ht., x 4'-5' spr., 2" dbh PE 3 Pinus elliotti QV 2 Quercus virginiana KEY QTY BOTANICAL NAME Cl 62 Chrysobalanus icaco KEY MULCH SOD/SEED KEY SOD BOTANICAL NAME Pine Bark BOTANICAL NAME Paspalum notatum Slash Pine B/B, min. 10' ht., x 4'-5' spr., 2" dbh Live Oak B/B, min. 10' ht., x 4'-5' spr., 2" dbh COMMON NAME SPECIFICATIONS Cocoplum Min. 3 gal., 18" ht. @ 36" o.c. COMMON NAME SPECIFICATIONS Pine Bark Cu. Yd., Min. 3" thick 'Mini Nuggets' COMMON NAME SPECIFICATIONS Bahia sod Sq. ft., 95% weed free Roll all sod following installation Note: The above material specifications are the minimum LDC requirements. Based on current market availability the contractor shall price and install larger container sizes as needed to meet this criteria at installation. Quantities on plan take precedence over materials list. quantities on materials list are provided as a courtesy only. A 61r\r+-% A r1r r%r/%1 11 r1rR Arw ITf1 L{11VUJli{1rC r\Clo(VIrRCIVICIV I J As per City of Okeechobee Code of Ordinances Division 4. Landscape (Section 90-531) LANDSCAPE CALCULATIONS MINIMUM LANDSCAPE REQUIREMENT NATIVE PLANTING REQUIREMENT At least (1) tree and (3) shrubs shall be planted for every 3,000 sf of At least 75% of total planting shall be native and very lot area, excluding areas of existing vegetation which area preserved. drought tolerant species This requirement can be used to satisfy other requirements. (16) trees x .75 = (12) native trees req'd 46,148 sf / 3,000 sf = 15.4 = (16) tres (46) shrubs x .75 = (35) native shrubs req'd 15.4 x 3 = (46) shrubs req'd VUA LANDSCAPE REQUIREMENT All vua containing 8 or more parking spaces, or containing an area greater than 2,400 sf shall provide perimeter and interior landscaping 1. At least 18 sf of landscape area for each parking space. 2. At least 1 tree for each 72 sf of required landscape area. 3. Shade trees shall be planted at no more than 20 ft o.c. 4. A min. 2' of landscaping shall be req'd between vua and on -site buildings and structures. 5. A min. 4' wide landscape area within vua 6. Min. (1) tree in a landscape island for every 10 parking space 7. Landscape island shall be landscaped with grass or groundcover. 1. 8 parking spaces x 18 sf = 144 sf landscape req'd 2. 2 landscape island trees req'd LANDSCAPE BUFFERS REQUIREMENT Min. 10' wide landscape buffer along street frontage Min. 2' wide landscape buffer along other property line. At least (1) tree and (3) shrubs for each 300 sf of the required landscape buffer. North (S.R. 70) - 107'x 10' = 1,070 sf / 300 sf = (4) trees 4 x 3 = (12) shrubs req'd East (S.E. 6th Ave) - 130'x 10' = 1,300 sf / 300 sf = (4) trees 4 x 3 = (12) shrubs req'd West - 180'x 2' = 360 sf / 300 sf = (1) trees 1 x 3 = (3) shrubs req'd South - 107'x 2' = 214 sf / 300 sf = (1) trees 1 x 3 = (3) shrubs req'd ADDITIONAL NOTES All interior landscape areas not dedicated to trees or to preservation of existing vegetation must be landscaped with grass, ground cover, shrubs or other approved landscaping materials. Sand, gravel, rock, shell or pavement are not appropriate landscape materials. A three-inch min. layer, after watering -in, of mulch or other recycled materials must be placed and maintained around all newly installed trees, shrubs, and ground cover plantings. Each tree must have a ring of mulch no less than 24 inches beyond it's trunk in all directions. Areas not planted with trees, shrubs, or ground covers shall be sodded with sod. Contractor shall install new irrigation system to provide 100% coverage to all landscape areas. Note that there are no existing wells on site. Irrigation source shall use the lowest water quality source available. All disturbed areas including right-of-way areas shall be cleaned up and hand graded prior to sod instalaltion. Areas shall be be sodded with Bahia sod and rolled after installation. ii 0 20' 40' SCALE: 1 "=20' Akvays call 811 two full business days before you dig to have underground utilities located and marked. Sunshine8l .com V softz CD o LU m C ULU ) C:) U M p V tFE0ss co LL. N (n ICQ co E C E00 40 I-_� Z a)l-~ 2 Z Z N Z IZJ- C14 W co a O JASON E. RINARD, R.L.A. FL REG NO 0001608 F- ° LANDSCAPE ARCHITECT 2 Z Q OLD 00 }oZ mwo 0Ew SOU wZ� >ma mU)� ��O �GIfm LLI Zw p�U U) o Q THIS ITEM HAS BEEN DIGITALLY SIGNED Z Z 0_AND SEALED BY JASON E. RINARD, R.L.A. W Q LU ON THE DATE ADJACENT TO THE SEAL. Q PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND J J SEALED AND THE SIGNATURE MUST BE Q VERIFIED ON ANY ELECTRONIC COPIES. w0 z C) WOw Q J mO�Q J a O J j Y o cq t LL Y O a °o N N Q L a- L L Z M W W w I- w Q a 0 (0 m }Q wm0w° U �TZ LU °Of O �LLI" LLIY W O ° ( O W L < Y N 2 W J O O m U) z 0 w �k � o z x,; w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 2023-02-28 DRAWING SCALE AS NOTED DRAWN BY KC APPROVED BY JER L 1 . 0