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HomeMy WebLinkAbout2025 03 13 Public Hearing 400 - Revised Final Engineering Plans - The Human Bean© MEI PARTNERS - 2024 SHEET INDEX OF DRAWINGSTITLESHEET NO.CONSTRUCTION PLANSFORTHE HUMAN BEAN SITE REDEVELOPMENTWINTER SPRINGS, FLORIDA(PN: 26-20-30-5AR-0D00-0120)PREPARED FORPBC CONSTRUCTION, LLC1200 HILLCREST STREET, SUITE 101ORLANDO, FLORIDA, 32803PREPARED BYMEI PROJECT NO.: 160003REV. DATE: 10/24/2024KEVIN S. HEBERT, PE 60108PROJECTSITENTS LOCATION MAPMEI PN: 160003 REV. DATE: 10/24/2024 THE HUMAN BEAN SITE DEVELOPMENTC000COVER SHEETOVERALL SITE PLANDEMOLITION AND EROSION CONTROL PLANSITE GEOMETRY AND BUILDING STAKEOUT PLANPAVING AND GRADING PLANWATER AND SEWER PLANFIRE AND SOLID WASTE TURNING MOVEMENTSMISCELLANEOUS DETAILSWATER DETAILSSEWER DETAILSLANDSCAPE PLANIRRIGATION PLANLANDSCAPE PLAN SPECIFICATIONS / DETAILSBOUNDARY AND TOPOGRAPHIC SURVEYC000C001C100C200C300C400C401C500C501C502LS-01LS-02LS-03S1MEIPARTNERSWinter Park, FL 32792 CA 33154P: 321.203.2852 | F: 321.203.2948www.mei-partners.com1035 S. Semoran Blvd., Suite 1029CIVIL ENGINEERMEI PARTNERS, LLC1035 S. SEMORAN BLVD., SUITE 1029WINTER PARK, FLORIDA 32792PHONE: (321) 203-2852FAX: (321) 203-2948ATTN: KEVIN S. HEBERT, PEEMAIL: kevinh@mei-partners.comLANDSCAPE ARCHITECTBORTON DESIGN, INC.1354 N. KYLE WAYSAINT JOHNS, FLORIDA 32259PHONE: (904) 287-1996ATTN: BRIAN D. BORTON, RLAEMAIL: bdb@bortondesign.comSURVEYORELLIS SURVEYS, LLCP.O.BOX 160952ALTAMONTE SPRINGS, FLORIDA 32716PHONE: (407) 834-4003ATTN: ROBERT A. ELLIS, P.L.S.EMAIL: bob@ellissurveys.comLEGAL DESCRIPTION(FROM BOUNDARY SURVEY PREPARED BY L&S DIVERSIFIED DATED 8/6/2019 PROJECT NO.: 190185)THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SEMINOLE, STATE OF FLORIDA, AND DESCRIBED ASFOLLOWS:(PARCEL 2)A TRACT OF LAND LYING IN SECTION 34, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, AND BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS:FROM THE POINT OF INTERSECTION OF MOSS ROAD AND THE LONGWOOD-OVIEDO ROAD, RUN SOUTH 88 DEGREES 23 MINUTES42 SECONDS EAST, 701.16 FEET ALONG THE CENTERLINE OF THE LONGWOOD-OVIEDO ROAD; THENCE NORTH 01 DEGREES 36MINUTES 18 SECONDS EAST, 50.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 01 DEGREES 36 MINUTES 18SECONDS EAST, 115.00 FEET; THENCE SOUTH 88 DEGREES 23 MINUTES 42 SECONDS EAST, 322.00 FEET; THENCE NORTH 01DEGREES 36 MINUTES 18 SECONDS EAST, 289.88 FEET; THENCE SOUTH 88 DEGREES 25 MINUTES 42 SECONDS EAST 16.09 FEET;THENCE NORTH 01 DEGREES 36 MINUTES 18 SECONDS EAST, 293.94 FEET; THENCE SOUTH 57 DEGREES 57 MINUTES 15SECONDS EAST, 416.35 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SHERRY AVENUE; THENCE SOUTH 26 DEGREES 02MINUTES 06 SECONDS WEST ALONG SAID RIGHT OF WAY LINE 75.32 FEET TO THE POINT OF CURVATURE OF A CURVE TO THELEFT HAVING A RADIUS OF 284.34 FEET AND A CENTRAL ANGLE OF 34 DEGREES 41 MINUTES 22 SECONDS; THENCE ALONG THEARC OF SAID CURVE 172.15 FEET TO A POINT ON A CURVE; THENCE SOUTH 72 DEGREES 38 MINUTES 37 SECONDS WEST, 162.49FEET; THENCE SOUTH 17 DEGREES 21 MINUTES 23 SECONDS EAST, 190.00 FEET TO A POINT ON THE NORTHERLY RIGHT OFWAY LINE OF THE LONGWOOD-OVIEDO ROAD, SAID POINT BEING A POINT ON A CURVE HAVING A RADIUS OF 1230.00 FEET, ACENTRAL ANGLE OF 09 DEGREES 58 MINUTES, 15 SECONDS AND A CHORD BEARING OF SOUTH 86 DEGREES 37 MINUTES 10SECONDS WEST; THENCE ALONG THE ARC OF SAID CURVE 214.05 FEET TO THE POINT OF TANGENCY; THENCE NORTH 88DEGREES 23 MINUTES 42 SECONDS WEST, 340.08 FEET TO THE POINT OF BEGINNING.LESS AND EXCEPT THAT PORTION CONVEYED BY WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 3731, PAGE 881.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.2Digitally signed by Kevin HebertDN: CN=Kevin Hebert, E=kevinh@mei-partners.com, G=Kevin, SN=Hebert, C=USReason: I have reviewed this documentDate: 2024.10.28 14:10:02-04'00' EXIST. FIRE HYDRANT(APPROX. 294-LF TOBLDG.)EXIST. FIRE HYDRANT(APPROX. 352-LF TOBLDG.)EXIST. FIRE HYDRANT(APPROX. 358-LF TOBLDG.)EXIST. FIRE HYDRANT(APPROX. 238-LF TOBLDG.)EXIST. FIRE HYDRANT(APPROX. 420-LF TOBLDG.)SHERRY AVENUEADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)INDIAN RIDGECONDOSMOSS PARK APARTMENTSNORTH ORLANDOTOWNSITE 4THADDITIONC001OVERALL SITE PLAN 50'THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSH SITE LEGENDPROPERTY BOUNDARYLIMITS OF CONC. PAVT.LIMITS OF NEW ASPHALTPAVEMENTTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES. EXIST. 6-IN WMEXIST. 6-IN WMSHOWN PER FDOTRECORDS FOR SR-434SILT-FENCE(TYP)CONTRACTOR SHALLPROTECT AND USECAUTION AROUNDEXIST. SAN. MH ANDUNDERGROUND LINESTO REMAINLIMITS OF DEMOLITION TO BECLEARED AND GRUBBED (INC.REMOVAL OF PAVT. CURB, ETC.)SEDIMENT FILTER ATEXIST. CURB INLET (TYP)xxxxxxxxxxxSILT-FENCE(TYP)SILT-FENCE(TYP)SILT-FENCE(TYP)SILT-FENCE(TYP)CONTRACTOR SHALLPROTECT AND USECAUTION AROUNDEXIST. LIGHT POLETO REMAINCONTRACTOR SHALLPROTECT AND USECAUTION AROUND EXIST.STOP SIGN TO REMAINDEMO APPROX.36-LF OF EXIST.CURBSEDIMENT FILTER AT EXIST.INLET (SYNTHETIC BALE)xxxxxxxxxxxxADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)C100DEMOLITION AND EROSION CONTROL PLAN 20'SAFETY NOTES1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALLSAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HISREPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OFTHE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL.2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTHBY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.3. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THESTATE OF FLORIDA, "ROADWAY AND TRAFFIC DESIGN STANDARDS" SHALL BEFOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE ANDREMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERSNECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THEPROJECT.4. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THEPROVISIONS SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES" PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION.5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY ANDENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HASBEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOTIMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETYREGULATIONS.6. ALL SIGNS AND MARKINGS TO COMPLY WITH THE FDOT ROADWAY AND TRAFFICDESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THEAPPLICABLE JURISDICTIONAL LAND DEVELOPMENT CODE.CLEARING AND SITE PREPARATION NOTES1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITENECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED,SODDED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL.2. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSEDOF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCYREQUIREMENTS.3. THE CONTRACTOR IS TO REMOVE ALL PAVING MARKED FOR DEMOLITION WHICHINCLUDES BUT IS NOT LIMITED TO ALL ASPHALT, CONCRETE, BASE, AND RETAININGWALLS (INCLUDING FOOTERS).4. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANYPAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TOCONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTORSHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT ANDUNIFORM.5. THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIALS, ORGANICMATERIAL, AND YARD WASTE FROM THE SITE IMMEDIATELY, AND DISPOSE INACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.DEMOLITION NOTES1. CONTRACTOR SHALL OBTAIN AND SECURE ALL NECESSARY PERMITS ANDAPPROVALS FROM GOVERNING AUTHORITIES FOR PROPER REMOVAL ANDDEMOLITION OF EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO SEPTICTANKS, DRAIN FIELDS, POTABLE WELLS, AND IRRIGATION WELLS. THIS EFFORT SHALLALSO INCLUDE THE DISCONNECTION OF EXISTING UTILITIES WHETHER TEMPORARYOR PERMANENT. CONTRACTOR SHALL FURNISH A COPY OF ALL NECESSARY PERMITSAND APPROVALS TO THE OWNER PRIOR TO COMMENCING THE WORK.2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THELIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANYWORK OUTSIDE THE LIMITS OF CONSTRUCTION.3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES, OR LOCAL AUTHORITIES, FURNISHING GAS, WATER,ELECTRICAL, TELEPHONE, SEWER SERVICE, ETC. TO ALLOW THEM TO REMOVE,RELOCATE, DISCONNECT, CAP OR PLUG THEIR SERVICES TO FACILITATE DEMOLITION.4. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS,ABOVE OR BELOW GROUND, SHOWN ON THESE PLANS AND ALL OTHER UTILITIES ANDOTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE PROMPT REPAIR OF ALL UTILITIES AND OTHER IMPROVEMENTS DAMAGEDDURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, AND SHALLMAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEMFROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. CONTRACTORSHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS AND DAMAGES.MEI PARTNERS IS NOT RESPONSIBLE FOR ANY UNFORESEEN CONDITIONS AND / ORUNDERGROUND UTILITIES SHOWN, OR NOT SHOWN, HEREON.5. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OROTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVYGROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHERDELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TOTHE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BEPLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THEAXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TOTHE PLACEMENT OF FILL.6. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREESTHAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THEFIELD.7. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURINGCONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL.8. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BECONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR TREES TOREMAIN WITHIN THE LIMITS OF CONSTRUCTION. NO CONSTRUCTION ACTIVITY,EXCAVATION, OR FILL MAY TAKE PLACE WITHIN STAKED AREAS. ANY ROOT PRUNINGACTIVITIES SHALL BE SUPERVISED BY A LANDSCAPE ARCHITECT.9. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THEDRIP LINE OF SPECIMEN TREES TO REMAIN, INCLUDING TRENCHING FOR PROPOSEDIMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENTOF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THELANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OFCONSTRUCTION.10. THE CONTRACTOR SHALL BE SUBJECT TO ANY FINES IMPOSED BY THE OWNERSAND / OR THE GOVERNING AGENCIES FOR THE REMOVAL OF ANY TREE THAT ISSHOWN WITHIN THESE CONSTRUCTION DOCUMENTS TO BE SAVED.11. DEBRIS DUMPSTER SERVICE SHALL BE CONTRACTED THROUGH WASTEPRO.CONTACT TOM DALY AT TDALY@WASTEPROUSA.COM; 407.774.0800.12. NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVEDSITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. TEMPORARYCONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, ANDAPPROVED PRIOR TO CONSTRUCTION ACTIVITIES.EROSION AND SEDIMENT CONTROL NOTES1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWSIN ADDITION TO ALL REGULATIONS CONTROLLING POLLUTION OF THEENVIRONMENT.2. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING THEEROSION AND SEDIMENTATION CONTROL MEASURES NECESSARY TO PREVENTSEDIMENTATION FROM DISCHARGING TO ADJACENT PROPERTIES, WETLANDS, ETC..ANY STOP WORK ORDERS, FINES, ETC. THAT ARE IMPOSED ON THE PROJECT DUE TOTHE DISCHARGING OF SILT AND/OR SEDIMENTATION TO ADJACENT PROPERTIES,WETLANDS, ETC. SHALL BE FULLY BORNE BY THE CONTRACTOR. EROSION ANDSILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TOCOMMENCEMENT OF CONSTRUCTION. THE MEASURES SHOWN HEREON ARE THEMINIMUM REQUIRED AND ADDITIONAL MEASURES MAY BE REQUIRED. AT NO TIMESHALL THE MEASURES BE IN SUCH DISREPAIR THAT THEY ALLOW THE DISCHARGEOF SEDIMENTATION OR SILT FROM THE PROJECT ONTO ADJACENT PROPERTIES,WETLANDS, ETC.. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTORON A DAILY BASIS. THE MEASURES ARE TO BE MAINTAINED AND/OR REPAIRED ONAN IMMEDIATE BASIS AS REQUIRED.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITHAPPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTION ASSPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZEDAS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDEONLY A MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOTSHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROLAND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR.4. THE LIMITS OF CONSTRUCTION HAVE BEEN PROVIDED TO THE CONTRACTOR ONTHE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER, THECONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES TO BEWITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB OR TRAVELON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTYOWNER(S). ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ONSURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON ANIMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE BORNE BY THECONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.5. THE OWNER AND/OR CONTRACTOR SHALL PROVIDE A NOTICE-OF-INTENT INACCORDANCE WITH CRITERIA SET FORTH IN THE NPDES PERMIT REQUIREMENTS48-HOURS PRIOR TO BEGINNING CONSTRUCTION, CLEARING, OR DEMOLITION.6. CONTRACTOR SHALL PROVIDE EFFECTIVE TEMPORARY AND PERMANENTEROSION CONTROL FOLLOWING THE REQUIREMENTS IN SECTION-104 OF THE STATEDEPT. OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.7. AT THE END OF EACH DAY, THE CONTRACTOR SHALL HAVE THE SITE GRADED INSUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATIONTO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED ANDREPAIRED, IF REQUIRED, AT THE END OF THE WORKING DAY.8. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATIONRESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTIONOPERATIONS THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BEPLACED AND MAINTAINED UNDER THE GRATE, AND FILTER SOCKS PLACED IN FRONTOF THE THROAT OF CURB INLETS DURING CONSTRUCTION.9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROLTURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITYBARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRINGSUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THEPROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONSUNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERSUPON COMPLETION OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY OFF-SITEDISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62 -302 AND 62 - 4, FLORIDA ADMINISTRATIVE CODE.10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOTREUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHESAND SWALES AT COMPLETION OF CONSTRUCTION.11. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC.ARE CLEANED OUT AND WORKING PROPERLY AT THE TIME OF ACCEPTANCE.12. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER EROSION AND SEDIMENTCONTROL DEVICE IS REMOVED AND NO LONGER REQUIRED, SHALL BE DRESSED TOCONFORM TO THE EXIST. GRADE, PREPARED, AND SEEDED.13. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, ORSOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND ATANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION ORTURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITEPROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED.14. THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BYCONSTRUCTION UNLESS SODDING, OR OTHER MORE READILY EFFECTIVESTABILIZATION PRACTICES ARE SPECIFIED ON THE PLANS.15. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION THECONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,IRRIGATION, OR OTHER ACCEPTABLE METHODS.16. AFTER PERMANENT STABILIZATION OF ALL AREAS (BY SOD, PLANTING,PAVEMENT OR RIP-RAP) AND WITH APPROVAL BY OWNERS REPRESENTATIVE,CONTRACTOR WILL REMOVE ALL EROSION CONTROL MEASURES.17. CONTRACTOR SHALL DIRECT ALL STORMWATER RUNOFF FROM WITHIN THELIMITS OF CONSTRUCTION TOWARDS THE STORMWATER MANAGEMENT AREA.18. FOR ADDITIONAL INFORMATION ON EROSION AND SEDIMENT CONTROL, REFERTO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATERMANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALREGULATION (FDER), CHAPTER 6.19. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSIONPROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED.20. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALLCOSTS WHICH MAY RESULT FROM A WATER QUALITY VIOLATION INCLUDING BUTNOT LIMITED TO LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, ANDFINES.21. ALL DISTURBED AREAS SHALL BE STABILIZED IN AN EFFORT TO MINIMIZEEROSION.22. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) ACCORDING TO EPA/FDEP NPDES CRITERIA TO MINIMIZEEROSION AND INSURE PROPER FUNCTIONING OF STORMWATER MANAGEMENTSYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO MEETING EPA/FDEPNPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH THELOCAL AGENCY HAVING JURISDICTION'S MINIMUM EROSION CONTROL CRITERIA.23. THE CONTRACTOR SHALL PERFORM INSPECTIONS ON THE EFFECTIVENESS OFTHE EROSION/SEDIMENT CONTROL EFFORTS DAILY AND WITHIN 24 HOURS AFTEREACH 0.50-IN OR GREATER RAINFALL EVENT AND IMPLEMENT/PERFORM NECESSARYREMEDIES IMMEDIATELY.24. SEDIMENTATION CONTROLS/BMPs SHALL PREVENT STORMWATER RUNOFF WITHTURBIDITY GREATER THAN 29-NTUs FROM LEAVING THE CONSTRUCTION SITE.25. CONTRACTOR SHALL CONTROL DUST RESULTING FROM CLEARING ANDGRUBBING OPERATIONS TO PREVENT NUISANCE TO ADJACENT PROPERTY OWNERSAND THE GENERAL PUBLIC. CONTRACTOR SHALL USE DUST CONTROL METHODSAND MATERIALS APPROVED BY THE CITY OF WINTER SPRINGS.26.IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING, THE CONTRACTOR WILL BEOBLIGATED TO INSTALL ADDITIONAL MEASURES.27.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVEDSITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THECITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.GENERAL DEMOLITION NOTEGENERAL LIMITS OF DEMOLITION SHALL INC. ALL PAVEMENT, TREES,AND OTHER EXIST. IMPROVEMENTS UNLESS SHOWN OR NOTED TO BESAVED. DEMOLISHED MATERIAL SHALL BE REMOVED OFF-SITE ANDDISPOSED OF PROPERLY ACCORDING TO GOVERNING CRITERIA.SHOULD A CONFLICT OR QUESTIONS ARISE, CONTRACTOR SHALLCONTACT PROJECT ENGINEER PRIOR TO COMMENCEMENT OF WORK.PROPERTY BOUNDARYGENERAL LIMITSOF DEMOLITIONSILT-FENCESEDIMENT FILTER AROUNDEACH INLET STRUCTUREDEMOLITION LEGENDTHE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.22 60.17'N 06°26'44" WL = 19.08'R = 16.00'Δ = 68°20'07"CH = 17.97'CB = N 62°16'40" WL = 14.75'R = 39.00'Δ = 21°39'53"CH = 14.66'CB = N 17°16'40" W11.08'N 28°06'36" W50.03'S 83°33'16" W7' S/W324'8'12'16'44.30'10'18'12'TYPE "D"CURB (TYP)4" SOLIDWHITE (TYP)TYPE "D"CURB (TYP)24" STOP BAR W/STOP SIGN (R-1)(3 TYP)SAWCUT & MATCH EXIST. SIDEWALK.REPAIR AND REPLACE TO EXIST.CONDITIONS AS NECESSARYDUMPSTER PADAND ENCLOSURE(SEE DETAIL C500)ADA DETECTABLEWARNING STRIP(2-FT WIDE, 3 TYP)SAWCUT &MATCH EXIST.PAVT. (TYP)SAWCUT &MATCH EXIST.CURB (2 TYP)7' S/W5' S/WR3'R10 'R10'R 8 'R22'R45'R1.5'R12'5' S/WR 1 0 'R5'R2 0 '5' S/WR12'R3 'SAWCUT & MATCHEXIST. PAVT. (TYP)TYPE "D"CURB (TYP)R10'R3 'R8 ' R 3 4 '5' S/W24" STOP BAR W/- STOP SIGN (R-1)- DO NOT ENTER SIGNS(R5-1)R3 '4" SOLIDWHITE (TYP)WHITEDIRECTIONALARROW (TYP)24" STOP BAR W/- STOP SIGN (R-1)- DO NOT ENTER SIGNS(R5-1)5' S/W3-FT TRANS. FROMEXIST. CURB TOFLUSH (2 TYP)SAWCUT & MATCHEXIST. SIDEWALK5' S/WR1'6R3'R1 5 '20'10'HANDICAP SIGN W/ 4-INCONC. FILLED STEEL PIPE,PAINTED YELLOW FINISHADA DETECTABLEWARNING STRIP(2-FT WIDE, TYP)SAWCUT & MATCHEXIST. CURBSAWCUT & MATCHEXIST. CURBSAWCUT & MATCHEXIST. PAVT. (TYP)TYPE "D"CURB (TYP)R10'12'6'10'12'12'6-FT WIDE CROSSWALK W/6-IN SOLID WHITE (4 TYP)15'15'EXIST.STOP SIGN5 ' S /WEXIST.STOP SIGNEXIST.STOP SIGNWHEEL STOP(6 TYP)APPROX. POSITION OFDRIVE-THRU WINDOW*********MENUPRE-MENUDRIVE-THRUCLEARANCE BAR***SIGHT TRIANGLE(D=140±FT)SIGHT TRIANGLE(D=125±FT)EXIST. 6' FLORIDA PUBLICUTILITIES CO. ESMT.ADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)BLDG. (692±SF)SITE BENCHMARK #1EL = 42.70' (NAVD 88)N 1000.00E 1000.00N 1036.60E 1279.55N 1058.41E 1196.16N 1144.71E 1114.21N 1100.22E 1117.34N 1101.97E 1132.87N 1057.95E 1137.85N 1133.54E 1073.06N 1171.36E 1124.95N 1064.58E 1220.05N 1040.11E 1085.69N 1135.73E 1094.46N 1117.18E 1123.11N 1128.92E 1136.378 VEHICLES STACKED(INC. WINDOW)C200SITE GEOMETRY PLAN SITE LEGENDPROPERTY BOUNDARYLIMITS OF CONC. PAVT.LIMITS OF NEW ASPHALTPAVEMENT20'GENERAL NOTES1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESSOTHERWISE SHOWN ON PLANS.2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TOBOUNDARY AND TOPOGRAPHIC SURVEY FOR ALL HORIZONTAL LINEDIMENSIONS.3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANDAPPROPRIATE AGENCIES AT LEAST 3 WORKING DAYS PRIOR TOCONSTRUCTION AND SUPPLY THEM WITH THE CONTRACTOR'SNAME, STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE,ALL REQUIRED SHOP DRAWINGS AND OTHER INFORMATION ASREQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THEENGINEER MAY BE SUBJECT TO REMOVAL AND REPLACEMENT ATTHE CONTRACTOR'S EXPENSE4. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE HISACTIVITIES, AS NECESSARY, TO INTERFACE SMOOTHLY WITHWORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS ANDUTILITY COMPANIES.5. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS ANDDISCREPANCIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THEENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK INTHE AFFECTED AREA.6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANYDAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUNDTHAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THECONTRACTOR CALLED FOR IN THIS CONTRACT.7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BEOF LATEST REVISION.8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONSAND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIESHAVING JURISDICTION OVER THE WORK.9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HANDBEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION ORFABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTORHAS RECEIVED ALL APPROVED PLANS AND ANY OTHERDOCUMENTATION FROM ALL OF THE PERMITTING ANDREGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERSOR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEINGIN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLYBORNE BY THE CONTRACTOR.10. THE CONTRACTOR SHALL NOTIFY SUNSHINE LOCATORSFORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION AT1-800-432-4770, MONDAY THROUGH FRIDAY 7:00 AM TO 4:30 PM.CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT ANEXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOWONLY THE APPROXIMATE LOCATION OF GAS MAINS (IF ANY) AND DONOT SHOW SERVICE LINES.11. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOMEFAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORMADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TOUNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILTPEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL,DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROMOFF-SITE AND MATERIALS TO BE DISPOSED OF OFF-SITE, ALL OFWHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OREXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATEINVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TOTHE CONTRACT, AND NO EXTRA COMPENSATION WILL BEALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTEREDDURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE ASBACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORTMATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THEREQUIREMENTS FOR COMPACTION AND PROPER FILL.12. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN ALL WORKIS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BEMADE OF SPECIFIC TREES TO BE REMOVED.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTINGANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OFTHE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANYON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TOORIGINAL CONDITION OR BETTER. ALL ON-SITE AREAS DISTURBEDBY THE CONSTRUCTION SHALL BE STABILIZED WITH SOD (BAHIA),UNLESS OTHERWISE NOTED. ALL OFF-SITE AREAS DISTURBED BYCONSTRUCTION SHALL BE REPLACED IN KIND. AT A MINIMUM, ALLPERVIOUS OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALLBE SODDED WITH BAHIA.14. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OFAPPROVED CONSTRUCTION PLANS AND ALL PERMITS ON THE JOBSITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THEENGINEER OF RECORD AND ONE SET TO THE OWNER ONE WEEKAFTER COMPLETING CONSTRUCTION .15. ALL CONTRACTORS, MUNICIPALITY REPRESENTATIVES, ANDUTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVESURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ONCONSTRUCTION PLANS. ANY SURVEY MONUMENTATIONDISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPONCOMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR.THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BEBORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAIDMONUMENTATION.16. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTIONSHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND INSTRICT ACCORDANCE WITH THE MINIMUM ENGINEERING ANDCONSTRUCTION STANDARDS ADOPTED BY THE MUNICIPALITY, THEPLANS, AND CONSTRUCTION SPECIFICATIONS. WHERE CONFLICTSOR OMISSIONS EXIST, THE MUNICIPALITY'S STANDARDS SHALLDICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS ANDSPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTENAPPROVAL HAS BEEN ISSUED BY THE OWNER AND/OR ENGINEER.17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BESUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERINGMATERIALS. ANY MATERIAL, STRUCTURES, ETC. ORDERED PRIORTO RECEIVING APPROVAL BY THE ENGINEER OF RECORD ISSUBJECT TO BE REJECTED AND REPLACED AT THE CONTRACTOR'SEXPENSE. CONTRACTOR SHALL CONTACT THE ENGINEER FOR ALIST OF MINIMUM SHOP DRAWING MATERIALS TO BE SUBMITTEDFOR REVIEW.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANYDEWATERING PERMIT NECESSARY TO COMPLETE THE WORKSHOWN WITHIN THESE PLANS. ALL DEWATERING COSTSASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THEUNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES;SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFTSTATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BEINCLUDED AS PART OF THE CONSTRUCTION BID COSTS.19. PLANS AND SPECIFICATIONS REQUIRE THAT FILL REQUIRED FORTHE COMPLETION OF THE PROJECT SHALL BE COMPACTED. THEBACKFILL PLACED ALONG SIDE OF AND OVER ALL UTILITIES SHALLALSO BE COMPACTED TO 98% OF MAXIMUM OBTAINABLE DRYDENSITY PER AASHTO T-180 UNLESS OTHERWISE SPECIFIEDHEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLREQUIRED TESTS PERFORMED BY AN INDEPENDENT TESTINGLABORATORY. THE CONTRACTOR SHALL PAY FOR ALLCOMPACTION TESTS AND RE-TESTS. THE ENGINEER AND OWNERSHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFYBACKFILL COMPACTION.SITE DATANAME OF DEVELOPMENT-THE HUMAN BEANPARCEL ID. NO.-26-20-30-5AR-0D00-0120CURRENT ZONING-C-1 NEIGHBORHOOD COMMERCIALSITE DESCRIPTION-·VEGETATION: THE SITE IS CURRENTLY DEVELOPED AS A SHOPPING PLAZA WITHPARKING FIELD.·JURISDICTIONAL LANDS: N/A WITHIN PROJECT AREA.·DRAINAGE: STORMWATER TREATMENT AND ATTENUATION WILL BE PROVIDEDBY EXIST. STORMWATER SYSTEM ON-SITE. THE SITE SAW A NET REDUCTION INIMPERVIOUS AREA. NO ALTERNATION TO EXIST. STORMWATER MANAGEMENTSYSTEM IS REQUIRED.·FEMA FLOOD ZONE(S): THE WHOLE SITE LIES WITHIN ZONE "X" PER THEFEDERAL EMERGENCY MANAGEMENT AGENCY FIRM NO. 12117C0160F DATEDREVISED SEPTEMBER 28, 2007.PROPOSED DEVELOPMENT-·TOTAL PROPERTY AREA = 4.37-AC·TYPE OF CONSTRUCTION - REDEVELOPMENT OF SOME OF THE EXIST. PARKINGFIELD INC. DEMOLITION, DRIVE AISLES, PARKING SPACES, LANDSCAPE ISLANDS,DRIVEWAY CONNECTION AND CONSTRUCTION OF A NEW PARKING AREA ANDCOFFEE SHOP WITH DRIVE-THRU.·EXIST. PARKING SPACES PROVIDED = 298 SPACES (INC. 5 HC)·NUMBER OF PARKING SPACES REMOVED = 23 SPACES·NUMBER OF PARKING SPACES ADDED = 4 SPACES (INC. 1 HC)·TOTAL NET PARKING SPACES REMOVED = 19 SPACES·NUMBER OF REMAINING PARKING SPACES = 279 SPACES (INC. 6 HC)DATA SUMMARY-·NUMBER OF ANTICIPATED PHASES = 1·NUMBER OF BUILDINGS = 2 (1 EXIST. AND 1 NEW)·TOTAL SITE AREA = 0.39±AC·TOTAL IMPERVIOUS AREA = 66.5% (0.26-AC)BLDG. COVERAGE = 4.1% (692-SF)VEHICLE USE AREA = 50.1% (0.19-AC)SIDEWALKS = 12.3% (0.05-AC)·OPEN SPACE (LANDSCAPE AREA) = 33.5% (0.13-AC)UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSH 20. HANDICAP RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONSAND BE IN ACCORDANCE WITH STATE REGULATIONS FORHANDICAP ACCESSIBILITY.21. ALL PROPOSED IMPROVEMENTS WITHIN THE ROADRIGHT-OF-WAY WILL BE DEDICATED TO THE AGENCY HAVINGJURISDICTION FOR PUBLIC USE.22. CONSTRUCTION OBSERVATION WILL BE PROVIDED BY THEENGINEER OF RECORD. THE CONTRACTOR SHALL NOTIFY THEENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNINGCONSTRUCTION.23 ALL SIDEWALKS SHALL BE HANDICAPPED ACCESSIBLE UNLESSOTHERWISE SHOWN.SIDEWALK REQUIREMENTS-·THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.·IF THE LONGITUDINAL SLOPE OF THE SIDEWALK EXCEEDS1:20 (5%), IT IS CONSIDERED A RAMP AND A LEVEL LANDINGMUST BE PROVIDED FOR EVERY 30-IN CHANGE IN ELEVATIONAND IN SUCH CASES HANDRAILS MAY BE REQUIRED.SIDEWALK CURB RAMP REQUIREMENTS-·A LANDING MUST BE PROVIDED AT THE TOP OF RAMP WITHSLOPE THAT DOES NOT EXCEED 2% IN ANY DIRECTION.·THE CROSS SLOPE MUST NOT EXCEED 2%.·THE LONGITUDINAL SLOPE MUST NOT EXCEED 1:12.·THE RAMP SHALL HAVE A DETECTABLE WARNING SURFACETHAT SPANS THE FULL WIDTH OF THE DROP/FLUSH CURB.24. PARKING BAYS MEASUREMENT (I.E. "10 SPACES @ 9'=90-FT) ISFROM FACE-OF-CURB TO FACE-OF-CURB.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.TRIP GENERATION MANUAL, 11TH EDITIONITELUCLAND USESIZEWEEKDAYDAILY PEAK TRIPSAMPM938COFFEE SHOPDRIVE-THRU1-LANE46WEEKDAY TOTAL DAILY TRIPS (ADT) =TRIP GENERATION171792222VEHICLE STACKING SITE PLANNTS2 42.7±EXIST.42.6±EXIST.42.7±EXIST.42.8±EXIST.42.9±EXIST.43.1±EXIST.43.2±EXIST.4 4 . 5 0 43.5±EXIST.4 4 . 0 0 44.2043.7043.0±EXIST.43.3±EXIST.43.4±EXIST.43.0±EXIST.43.0±EXIST.43.5343.5543.6043.4±EXIST.43.2±EXIST.43.2±EXIST.44.054 3 . 7 5 4 3 . 6 0 4 3 . 1 0 44.1543.65 HP43.9843.4843.8343.3344.0543.55 HP44.0043.5043.9043.4043.5543.0543.8543.35FF EL = 43.90-FT4 3 . 6 0 4 3 . 1 0 4 4 . 0 8 4 3 . 5 8 H P 43.90 43.6043.6043.6 0 4 3 . 5 0 43.5043.0043.0043.00 4 3 . 5 0 4 3 . 0 0 42.87 4 3 . 5 0 4 3 . 0 5 4 3 . 5 0 4 3 . 0 5 42.87 44.4 0 42.8 9 43.6 5 43.1 5 .43.8043.2042.90 4 3 . 8 0 4 3 . 7 5 4 3 . 2 5 4 3 . 7 2 4 3 . 2 2 43.7043.2043.6743.174 4 . 1 0 4 3 . 6 0 H P44.0543.7543.8343.3343.3±EXIST.43.3±EXIST.43.3043.0043.5043.504 3 . 4 5 4 2 . 9 3 4 3 . 5 0 4 3 . 0 5 43.8543.7044.0043.584 3 . 9 3 4 3 . 4 3 4 3 . 8 0 4 3 . 3 043.6543.1543.2542.7543.343.643.843.843.65 43.843.8544.044.043.844.043.90 4 4 . 0 44.0 44.043.8 43. 5 0 43.0±EXIST.43.0±EXIST.43.5043.5343.0343.0±EXIST.43.5043. 9 2 43. 4 2 43.9543.4543.854 3 . 6 0 42.8±EXIST.41.8±EXIST.0.7%0.7%0.6%0.7%0.7% 0.9%0.6%0.6%0.5%43.6043.6043.7543.6543.843.8043.8043.3043.5043.7043. 7 7 43. 2 7 44.043.2±EXIST.43.5843.084 3 . 7 5 4 3 . 2 5 43.0042.9±EXIST.4 3 . 3 344.0043.9043.804 3 . 9 0 43.9043.4043.2±EXIST.43.7044.1043.6043.40LPADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)C300PAVING, GRADING, AND DRAINAGE PLAN 20'DRAINAGE LEGENDPROPERTY BOUNDARYEXIST. SPOT ELEVATIONSPROPOSED SPOT ELEVATIONS(EDGE OF PAVEMENT)(TOP OF CURB)(EDGE OF PAVEMENT)75.0075.0074.5097.00XPAVING AND DRAINAGE NOTES1. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISENOTED ON PLANS.2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TO SURVEY BYELLIS SURVEYS, LLC. FOR ALL HORIZONTAL LINE DIMENSIONS.3. TOPO INFORMATION SHOWN ON THESE PLANS PROVIDED BY SURVEY BYELLIS SURVEYS, LLC. (NAVD 88).4. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ONPLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACEWITH 12-IN STAPLES.5. PROPOSED GRADING OF LANDSCAPED / ENHANCED AREAS DEPICT FINALGRADES UPON NECESSARY FILL AND SODDING / GRASSING.6. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS ANDCALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORKQUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES ANDTHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, ORFOR REMOVAL AND DISPOSAL OF ANY EXCESS MATERIALS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THENECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEENACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THATHAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTSASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THEENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THETESTING COMPANY.8. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TOEXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THECONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVEDRAINAGE IN ALL AREAS. SMOOTH TRANSITIONS SHALL BE PROVIDEDBETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TOACCOMPLISH THE GRADING INTENT. NO STANDING WATER ("BIRDBATHS")SHALL REMAIN WITHIN THE PARKING AREAS INCLUDING THOSE AREAS NEXTTO THE INLET. ALL SLOPES SHALL PROVIDE POSITIVE DRAINAGE INTO THEINLETS. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINALGRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER ANDENGINEER A MINIMUM OF FORTY-EIGHT(48) HOURS PRIOR TO DEMOBILIZATIONOF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEENACHIEVED.9. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCEWITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION (LATEST EDITION) SECTION 400 (CONCRETE STRUCTURES) ANDTHE APPLICABLE FDOT INDEX NUMBER DETAIL AS SHOWN IN FDOT ROADWAYAND TRAFFIC DESIGN STANDARDS (LATEST EDITION).10 ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED ANDREPLACED WITH SUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 98%OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).11. STABILIZED SUBGRADE TO BE FDOT TYPE "C".12. ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTEDWITH 3,000-PSI (AT 28 DAYS) CONCRETE UNLESS OTHERWISE NOTED.13. ALL CURBS SHALL HAVE CONTRACTION JOINTS AT INTERVALS NOT TOEXCEED 10-FT ON CENTER. CONSTRUCTION OF CURBS SHALL BE INCONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILSPROVIDED ON THE CONSTRUCTION PLANS.14. ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISHED GRADED WITH ASMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BESTABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREASSHALL BE SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THECONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SOD)SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BYTHE OWNER/OPERATOR. ANY SOD INSTALLED ADJACENT TO CURBS ANDSIDEWALKS SHALL BE INSTALLED FLUSH WITH THE TOP OF SAIDCURB/SIDEWALK, IN ORDER TO PROVIDE A SMOOTH GRADE TRANSITION ANDALLEVIATE TRIPPING HAZARDS.15. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALLUNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS,SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES AND TESTED ORINSPECTED PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENTSHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE OWNER.16. ALL FILL MATERIALS SHALL BE FREE OF MUCK, STUMPS, ROOTS, BRUSH,VEGETATIVE MATTER, RUBBISH, OR OTHER UNSUITABLE MATTER.17. ALL EXCESS USEABLE MATERIALS EXCAVATED SHALL REMAIN THEPROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONSAS SPECIFIED BY THE OWNER. EXCESS MATERIALS SHALL BE STOCKPILEDSEPARATELY AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC(MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BERESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROMTHE SITE. THE OWNER MAY, AT HIS SOLE DISCRETION, REQUIRE THECONTRACTOR, AT NO ADDITIONAL EXPENSE TO THE OWNER, TO PROPERLYREMOVE AND DISPOSE OF ANY EXCESS MATERIAL, WHETHER USEABLE ORORGANIC. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTEDTO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALLOTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITYAS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED ANDCOMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FORADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEERAND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS.RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TOCONTRACTOR'S PAY REQUEST SUBMITTAL.18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTINGEXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING ORSHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED ASREQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES AREBEING PLACED.19. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURINGCONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'SSOIL TESTING COMPANY AND BE PLACED COMPACTED ACCORDING TO THESEPLANS OR THE REFERENCED SOILS REPORT.20. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT ATLOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.21. CONTRACTOR TO PROVIDE A 1/2-IN TO 1-IN BITUMINOUS EXPANSION JOINTMATERIAL WITH SEALER AT ABUTMENTS OF CONCRETE AND OTHERMATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.).22. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENTAS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT LIMITED TO,PAVEMENT WIDTHS, PAVEMENT CROSS SLOPES, AND DRAINAGE DIRECTIONSWITH HIGH POINTS DELINEATED. THE AS-BUILT SHALL BE PREPARED BY AREGISTERED LAND SURVEYOR AND SHALL BE IN ACCORDANCE WITH THEMINIMUM TECHNICAL STANDARDS DEFINED IN CHAPTER 61G-17.006, FAC.23. FOR SPECIFIED REINFORCED CONCRETE PIPE (RCP), THE PIPE SHALL BECLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATESTEDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942.24. ALL STORM PIPE JOINTS AT STRUCTURE CONNECTIONS SHALL BE FILTERFABRIC WRAPPED PER DETAIL SHOWN IN FDOT INDEX NO. 201. ALL STORMPIPE JOINTS SHALL HAVE A FILTER FABRIC JACKET PER DETAIL SHOWN INFDOT INDEX NO. 280. ALL STORM STRUCTURE BOTTOMS (NOT INCLUDING SUMPSTRUCTURES) SHALL HAVE GROUTED BOTTOMS AS SPECIFIED IN 'ALL PIPETYPES DRAINAGE STRUCTURE INVERT' DETAIL IN FDOT INDEX NO. 201.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.AS-BUILT NOTEUPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISHTHE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY AREGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDEINVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FORALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK,TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND ANDDITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OFOCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVEDAND APPROVED BY THE ENGINEER OF RECORD.TESTING AND INSPECTION REQUIREMENTS1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLETESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THEWORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THEOWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTINGLABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESEPLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OFALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THEFAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTORSHALL BEAR ALL COSTS OF SAID RETESTING.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSH 25. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THESTORM SEWER (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BEIN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOTROADWAY AND TRAFFIC DESIGN STANDARDS, AND FDOT STANDARDSPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATESTEDITION).26. CONNECT ALL ROOF DRAINS TO DRAINAGE SYSTEM USING 6" HDPE PIPE ATA MIN. SLOPE OF 1% USING APPROPRIATE FITTINGS AS NECESSARY. ALLFITTINGS SHALL BE 30" MIN. BELOW FINISHED GRADE. PROVIDE CLEANOUTSFOR ALL ROOF DRAINS. (REFER TO ARCHITECTURAL PLANS FOR EXACT SIZESAND LOCATIONS.)27. CONTRACTOR SHALL CONNECT HDPE TO RCP WITH INTERNAL COUPLERSPIGOT ADAPTER, WRAPPING THE JOINT WITH A NON-WOVEN GEOTEXTILEMATERIAL, AND POURING A CONCRETE COLLAR AROUND THE CONNECTION.BACKFILL PER ASTM D2321.28. UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICALREPORT. THE CONTRACTOR SHALL PROVIDE 20' MIN. UNDERDRAIN STUB-OUTSTO EACH SIDE OF EACH STORM INLET. FINAL DETERMINATION OF LIMITS OFUNDERDRAIN WILL BE BASED ON TEST HOLE OBSERVATIONS AT THE TIME OFROADWAY CONSTRUCTION.29. THE ENTIRE BUILDING AREA PLUS 5-FT BEYOND THE EDGE OF EACHFOUNDATION SHOULD BE CLEARED AND GRUBBED. REMOVE AND REPLACEANY UNSUITABLE MATERIAL. BACKFILL WITH STRUCTURAL FILL IN 12-IN LIFTSTO THE PROPOSED GRADE SHOWN ON PLAN. COMPACT TO 98% DENSITYAASHTO T-180, ONE (1) DENSITY TEST PER 5,000-SF PER LIFT (MIN).30. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THECONSTRUCTION PLANS AND AS SHOWN IN THE DETAIL INCLUDED HEREIN. THESIDEWALK SHALL BE CONSTRUCTED OF 4-IN OF CONCRETE UNLESSOTHERWISE NOTED.31. WHERE SIDEWALK IS PROPOSED TO MEET BUILDING FINISHED FLOOR, SPOTELEVATIONS SHALL NOT TO BE LOWER THAN FINISHED FLOOR ELEVATION BYMORE THAN 0.50-IN (0.04-FT).32. CONSTRUCTION OF THE ROADWAY SHALL BE IN ACCORDANCE WITH THEPAVEMENT SECTION INCLUDED IN THESE PLANS AND THE GEOTECHNICALREPORT. ANY CONFLICTS BETWEEN THE PAVEMENT SECTION SHOWN WITHINTHESE PLANS AND THE GEOTECHNICAL REPORT SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER PRIOR TO CONTRACT BID. NO ADDITIONALCOMPENSATION WILL BE GIVEN TO THE CONTRACTOR FOR BIDDING THEWRONG PAVEMENT SECTION. SUBGRADE PREPARATION AND PAVEMENTINSTALLATION SHALL CONFORM TO FDOT STANDARDS AND GEOTECHNICALREPORT RECOMMENDATIONS.33. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONSSHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THEFLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONEDDRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NOUNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TOINTERSECTIONS AND ENTRANCES AND EXIT GRADES TO INTERSECTIONS WILLHAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THECENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSOBECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THECENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. INADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TODRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BECONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIREDINTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TOACCOMPLISH THE INTENT OF THE PLANS.34. CONTRACTOR SHALL REFER TO PROJECT GEOTECHNICAL REPORT FORSOIL BORINGS AND DESIGN AND CONSTRUCTION RECOMMENDATIONS.35. REFER TO SHEET No. C500 FOR PAVING AND DRAINAGE DETAILS.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.WATER QUALITY TREATMENT VOLUME CALCULATIONSWITHIN 0.39±AC PROJECT AREAPRE-DEVELOPMENT IMPERVIOUS AREA = 13,347-SFPOST-DEVELOPMENT IMPERVIOUS AREA = 11,319-SF* IMPERVIOUS AREA NET REDUCTION = 2,028-SF (15.2%) IN POST CONDITIONS. FF EL = 43.90-FTEXIST. 6-IN WMEXIST. 6-IN WMPOTABLE SERVICE1 - 6" X 1.50" SERVICE SADDLE1 - 1.50" GATE VALVE AND BOX2 - 1.50" 90° BENDS1 - 1.50" WATER METER W/ CORP. STOP1 - 1.50" REDUCED PRESSURE BFP1 - 1.50" CAP(CONNECT TO PLUMBING)IRRIGATION SERVICE1 - 6" x 1" SERVICE SADDLE1 - 1" GATE VALVE AND BOX2 - 1" 90° BENDS1 - 1" IRR. METER W/ CORP. STOP1 - 1" REDUCED PRESSURE BFP1 - 1" CAP(CONNECT TO IRRIGATION)CONNECT TO EXIST. 6-IN WM(CONTRACTOR SHALL FIELDVERIFY PRIOR TO CONST.)W1.50"1.50" PVC (DR21)POTABLE SERVICEW1"W1"W 1"1" PVC (DR21)POTABLE SERVICETO DUMPSTER2 - 1" 45° BENDS1 - 1" 22.50° BEND1 -1" x 3/4" TEE1 - 3/4" SHUT-OFF VALVE2 - 3/4" 90° BENDS1 - 3/4" HOSE BIB(HOSE BIB MOUNTED TO WALL PERCITY OF WINTER SPRINGS STDS.)1 - 1" CAP(CONNECT TOPLUMBING)SHOWN PER FDOTRECORDS FOR SR-434EXIST. 6' FLORIDA PUBLICUTILITIES CO. EASEMENTLONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)CONTRACTOR SHALL CORE EXIST. SAN. MH(PRIVATE). CONTRACTOR SHALL TAKE CARE INPROTECTING AND STABILIZING EXIST. MH ANDIMPROVEMENTS. CONTRACTOR SHALL REPAIR ANDRESTORE STRUCTURE / IMPROVEMENTS TO EXIST.CONDITIONS AS NECESSARY. CONTRACTOR SHALLRECONSTRUCT THE FLOW CHANNEL OF THE EXIST.PRIVATE SANITARY MH AS NECESSARY.INV. EL = 39.50 (S)INV. EL = 39.2± (E, EXIST.)INV. EL = 38.7± (W, EXIST.)C.O.INV. EL = 39.66**APPROX. 16-LFOF 6" PVC (SDR26)@ 1% MIN.SLOPE TO DRAIN WITHINDUMPSTER AREA.1 - 12.50" SQ. DRAIN W/ FRAME1 - 4" P-TRAP****CONTRACTOR SHALL CONNECT TO EXIST. 8-IN SAN.GRAVITY LINE. CONTRACTOR SHALL TAKE CARE INPROTECTING AND STABILIZING EXIST. SAN. GRAVITYLINE. CONTRACTOR SHALL REPAIR AND RESTOREIMPROVEMENTS TO EXIST. CONDITIONS ASNECESSARY.C.O. INV. EL = 41.00APPROX. 54-LFOF 4" PVC (SDR26)@ 1% MIN.C400WATER AND SEWER PLAN WATER AND SEWER NOTES1. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ONTHE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATIONAT THE TIME OF PREPARATION OF THESE PLANS AND ARE GIVEN FOR THECONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NORESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TONOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTSFOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY.THE CONTRACTOR SHALL ALSO EXPOSE ALL EXISTING UTILITIES AT THECROSSINGS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITHTHE EXISTING UTILITIES. ANY CORRECTIONS, REPERMITTING, OR DELAYS CAUSEDBY THE CONTRACTOR'S FAILURE TO EXPOSE THE EXISTING UTILITIES PRIOR TOCOMMENCING ANY UNDERGROUND WORK SHALL BE THE CONTRACTOR'SRESPONSIBILITY AND NO EXTRA COMPENSATION OR TIME WILL BE ALLOWED.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANYUNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THEUTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSEDCONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THECONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIESARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANYSTANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIRPARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THECONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BEINCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BEALLOWED.2. CONTRACTOR SHALL LOCATE ALL EXIST. UTILITIES AND VERIFY SIZES PRIORTO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALLEXIST. UTILITIES REQUIRED FOR CONSTRUCTION. THIS INCLUDES BUT IS NOTLIMITED TO POWER, IRRIGATION, VALVES, AND RESETTING MANHOLE TOPS. ALLEXIST. IMPROVEMENTS SHALL BE REPAIRED, RELOCATED, AND REPLACED TOEXIST. CONDITIONS.3. CONTRACTOR SHALL VERIFY ALL EXISTING SANITARY SEWER AND WATERMAIN LOCATIONS AND INVERTS PRIOR TO CONSTRUCTION. IF THERE ISSIGNIFICANT DISCREPANCY (±1'), CONTACT THE PROJECT ENGINEERIMMEDIATELY.4. ALL EXISTING WATER, FORCE, GRAVITY AND RECLAIMED WATER MAINS, ANDOTHER FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTEDAND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.5. CONTRACTOR SHALL ADJUST VALVE BOXES, AIR RELEASE VALVES, FIREHYDRANTS, MANHOLE COVERS, ETC., IN CONFLICT WITH CONSTRUCTION.6. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELYREPAIR ALL DAMAGES TO UTILITIES' MAINS AND FACILITIES. IF THE REPAIR ISNOT MADE IN A TIMELY MANNER, AS DETERMINED BY UTILITIES, UTILITIES MAYPERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BECHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.7. ALL EXISTING AND NEW UTILITIES VALVES, VALVE BOXES, AND MANHOLESSHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THEDRAWINGS. ALL EXISTING ABOVE GROUND VALVES ARE TO BE RELOCATED, ASREQUIRED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING THE CONTACT ANDPHONE NUMBER FOR THE APPROPRIATE UTILITIES DISPATCH OPERATOR TO BENOTIFIED FOR EMERGENCIES.9. ALL NEW WATER & SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOROR LICENSED MASTER PLUMBER, MUST BE SCHEDULED 48 HOURS IN ADVANCETHROUGH CITY OF WINTER SPRINGS.10. FOR ALL STANDARD DETAILS, SEE CITY OF WINTER SPRINGS STANDARDSPECIFICATIONS & DETAILS, LATEST REVISIONS.11. ONLY UTILITIES SHALL OPERATE WATER, WASTEWATER, AND RECLAIMEDWATER VALVES. COORDINATE VALVE OPERATION WITH APPROPRIATE UTILITIESINSPECTOR.12. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURINGCONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED. DONOT CONNECT ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAINUNLESS CLEARED BY UTILITIES.13. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE PLANSARE INTENDED TO MAINTAIN THE INTEGRITY OF THE VARIOUS JURISDICTIONALWATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS. ALL MATERIALS ANDCONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROPRIATEJURISDICTIONAL UTILITY MANUAL.14. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALLUNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALLBE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THECONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUTWITHOUT PRIOR APPROVAL OF THE OWNER.15. ALL GATE VALVES INCLUDE CAST IRON VALVE BOX.16. ALL SERVICES SHALL BE INSTALLED PER CITY OF WINTER SPRINGS DETAILSAND SPECS.17. CONTRACTOR SHALL INSTALL ALL PROPOSED BACKFLOW PREVENTERS 12-INABOVE FINISH GRADE.18. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ONPLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACEWITH 12-IN STAPLES.19. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITHNFPA 24, LATEST EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRESERVICE MAINS AND THEIR APPURTENANCES". [F.A.C. 69A-60.005(2)]UTILITY SEPARATION - WATER MAINS PARALLEL TO OTHER UTILITIES1. A 3-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDVACUUM - TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OFCHAPTER 62-610, FAC.2. A 6-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDGRAVITY - TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST3-FT BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANYEXISTING OR PROPOSED GRAVITY - TYPE SANITARY SEWER IF THE BOTTOM OFTHE WATER MAIN WILL BE LAID AT LEAST 6-IN ABOVE THE TOP OF THE SEWER).3. A 6-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDPRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINECONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,FAC.4. A 10-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXIST. OR PROPOSED"ON-SITE" SEWAGE TREATMENT AND DISPOSAL SYSTEM.5. THE PIPE SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE ATLEAST 3-FT FROM ALL JOINTS IN VACUUM - TYPE SANITARY SEWERS, STORMSEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMEDWATER REGULATED UNDER PART III OF CHAPTER 62-610 FAC, AND AT LEAST 6-FTFROM ALL JOINTS IN GRAVITY - OR PRESSURE - TYPE SANITARY SEWERS,WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOTREGULATED UNDER PART III OF CHAPTER 62-610, FAC.UTILITY SEPARATION - WATER MAINS CROSSING OTHER UTILITIES1. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSSANY EXIST. OR PROPOSED GRAVITY - OR VACUUM - TYPE SANITARY SEWER ORSTORM SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN IS ATLEAST 6-IN ABOVE THE OTHER PIPELINE OR AT LEAST 12-IN BELOW THE OTHERPIPELINE.2. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSSANY EXIST. OR PROPOSED PRESSURE - TYPE SANITARY SEWER, WASTEWATEROR STORM FORCE MAIN, OR PIPE LINE CONVEYING RECLAIMED WATER SHALL BELAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12-IN ABOVE OR BELOWTHE OTHER PIPELINE.3. AT ANY UTILITY CROSSING, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BECENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTSWILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.TESTING AND INSPECTION REQUIREMENTS1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLETESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THEWORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THEOWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTINGLABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESEPLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OFALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THEFAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTORSHALL BEAR ALL COSTS OF SAID RETESTING.AS-BUILT NOTEUPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISHTHE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY AREGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDEINVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FORALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK,TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND ANDDITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OFOCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVEDAND APPROVED BY THE ENGINEER OF RECORD.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.20'THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.FIRE DEPARTMENT NOTES1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECTAND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4).2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSETIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLEACCESS ROADS.3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY ORPERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLEMATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL ANDRESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.5.3.1).4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED,THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TOCONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3).5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291,RECOMMENDED PRACTICE FOR FIRE FLOW TESTING.6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCEOF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM)SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING ADIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7.7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' INTHE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8. ACCESS TOGATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENTACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEYSWITCH. NFPA 1, 18.2.2.2.22 C401FIRE AND SOLID WASTE TURNING MOVEMENTS 30'THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.30'GARBAGE TRUCK DIMENSIONSNTS33.83'4.87'17.67'WIDTH: 8.46'TRACK: 8'LOCK TO LOCK TIME: 6.0STEERING ANGLE: 45°7.83'20.58'48.50'WIDTH (W/ MIRRORS): 10.00'TRACK: 9.00'LOCK TO LOCK TIME: 6.0STEERING ANGLE: 40.2°INSIDE TURNING RADIUS: 19.83'AERIAL TOWERFIRE TRUCK DIMENSIONSFIRE TRUCK MOVEMENTNTSSOLID WASTE MOVEMENTNTSFIRE DEPARTMENT NOTES1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECTAND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4).2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSETIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLEACCESS ROADS.3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY ORPERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLEMATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL ANDRESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.5.3.1).4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED,THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TOCONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3).5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291,RECOMMENDED PRACTICE FOR FIRE FLOW TESTING.6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCEOF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM)SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING ADIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7.7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' INTHE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8. ACCESS TOGATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENTACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEYSWITCH. NFPA 1, 18.2.2.2.2NTS NOTETEMP. SILT-FENCE SINGLE ROW ALONG INSIDE OF PERIMETER OF P/L ANDDOUBLE ROW LANDWARD OF ALL WETLAND BUFFERS. THE EROSIONCONTROL MEASURES DEPICTED ON THE PLANS ARE THE MINIMUM REQUIRED.ADDITIONAL MEASURES SHALL BE UTILIZED BY THE CONTRACTOR AS NEEDEDBASED ON ACTUAL SITE CONDITIONS.FDOT APPROVED TEMPORARY SILT-FENCE PRE-ASSEMBLED IN 100-FT ROLLS UTILIZING2"X2"X4" WOODEN POSTS AT 8-FT O.C. MAXIMUM WITH 3-FT OF WOVEN GEOTEXTILE MATERIALMEETING THE REQUIREMENTS OF SEC. 985-4, SIMILAR & EQUAL TO THAT SUPPLIED BY FIFIPIPECO. OF TAMPA, FL.NOTESCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS FOLLOWS-1. SILT-FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND ATLEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADEIMMEDIATELY.2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITSUSE, IT SHALL BE REPLACED PROMPTLY.3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.4. ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT-FENCE IS NO LONGERREQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED,AND SEEDED.SILT-FENCEFABRICSILT-FENCE POST(INCLINE POSTS 20°TOWARDS FLOW)FLOW DIRECTIONEXISTINGGROUND8" (MIN)TYPICAL SILT-FENCE DETAILNTSNOTES1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000-PSI CONC.2. 1/2" PRE-MOLDED EXPANSION JOINT REQUIRED EVERY 500-LF,CONSTRUCTION JOINT REQUIRED EVERY 10-LF MAX. (4-LF MIN.).3. 1/2" PRE-MOLDED EXPANSION JOINT REQUIRED AT EACH SIDEOF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS.4. 6-IN SUBBASE TO BE COMPACTED AND TESTED TO 98% DENSITYWITH MIN. LBR 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST.5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSSSECTION OF CURB.6. ALL EXPOSED CORNERS TO BE ROUNDED AT 2" MIN. RADIUS.6"18"6"6"R2"12"TYPE "D" CURBNOTECONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT ASLISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES ANDRECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'SRECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN.12"LIGHT DUTYASPHALT PAVEMENT SECTION (TYP)1.50"6"24"TYPICAL SIDEWALK SECTION3'SIDEWALK NOTES1. SIDEWALK TO BE 4-IN THICK CONCRETE (AS SHOWN ON SITE PLAN).2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES.3. CONTRACTION JOINTS AT 5-FT INTERVALS.4. EXPANSION JOINTS AT 30-FT O.C. AND SHALL BE CONTINUOUS ALONG CURB.5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" x 6" BITUMINOUS EXPANSION STRIP.6. SIDEWALK SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%.7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD SPECIFICATIONS 128-9.2.8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE.9. SIDEWALK TO HAVE BROOMED FINISH.10. CONCRETE SHALL BE CURED PER FDOT STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, SECTION 520-8.11. MINIMUM SIDEWALK WIDTH 5-FT.COMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(A.A.S.H.T.O. T-180).6"4"3"4"8"PAVEMENT6"x6" 10/10 WIRE MESHSIDEWALK @ ASPHALT PAVEMENTCOMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(A.A.S.H.T.O. T-180).TURN DOWN AS REQUIRED TO KEEP"A" = 3" MIN. BELOW ADJACENT GRADE.4"A4"8"SIDEWALK @ GRADEBROOMED FINISH6"x6" 10/10 WIRE MESHBROOMED FINISHEXIST. ASPHALTPAVEMENT BUTT JOINT DETAIL (TYP)24"SAW CUT ANDTACK COAT EDGEEXIST. BASEEXIST. SUB-BASEPROPOSED ASPHALTPROPOSED BASEPROPOSED SUB-BASE2'COMPACTED TO MINIMUM LIMEROCK BASE LBR 150,98% MAXIMUM DRY DENSITY (A.S.T.M. D-1557, A.A.S.H.T.O. T-180).ASPHALTIC CONCRETE TYPE SP-9.5COMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTORMAXIMUM DRY DENSITY VALUE (A.S.T.M. D-1557, A.A.S.H.T.O. T-180).COMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(AASHTO T-180).4"3"4"8"PAVEMENT6"x6" 10/10 WIRE MESHAT ASPHALT PAVEMENTBROOMED FINISH(ON-SITE ONLY)HANDICAP PAVEMENT MARKINGS5.50'6.15"13"6"2"12"6"6"6"6"1'R2'R1.50'R2'4.06"6.76"WHITE PAINT24"NOTEHANDICAP PAVEMENT MARKINGS SHALL ADHERE TO LOCALCODE IF DIFFERENT THAN THAT SHOWN.HANDICAP SPECIAL SIGN DETAILNTSPERMITONLYDISABLEDPARKING BY1'1.50'7'3.50'(MIN.)2"1.50'PROPOSED GRADE1.50' DIA. CONCRETE BASE"U" CHANNEL POLE$250.00 FINE SIGN1'x1.50'x0.08" ALUMINUM HANDICAPPED PARKINGSIGN. SIGN TO READ "PARKING BY DISABLED PERMITONLY", BOLT TO STEEL TUBE WITH (2) 1/8" CADIUMPLATED BOLTS, NUTS, AND WASHERS.NOTEHANDICAPPED PARKING SIGN SHALL CONFORMWITH CURRENT STATE, LOCAL, AND FEDERALCODES AND REGULATIONS.24"2.50'4" CONC. FILLEDSTEEL PIPE WITHPAINTED YELLOWFINISHHANDICAP PARKING SIGNDETAIL WITH BOLLARDSIDEWALKPERFORATED PIPEWRAPPED IN FILTER FABRICCOMPLETED / EXISTING INLETCURB &GUTTERBMP DETAILNTS6"12"PORTLAND CEMENT PAVEMENT WITH6" X 6" 6/6 W.W.M. WITH COMPRESSIONSTRENGTH 4,000 P.S.I. @ 28 DAYSSTABILIZED SUBGRADE MINIMUM LBR 40,MAXIMUM PLASTIC INDEX OF 6, COMPACTEDTO 98% MAXIMUM DENSITY (AASHTO T-180).TYPICAL CONCRETE PAVING SECITON24"NOTECONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT ASLISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES ANDRECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'SRECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN.CONC. DUMPSTER PAD WITH 6-FTHIGH CMU WALL FOR 15'x15' ENCLOSURE.PAINT TO MATCH PROPOSED BUILDING.2 - 6"Ø BOLLARDS AT BACK OF ENCLOSURE2 - 6"Ø BOLLARDS AT SIDENTSDUMPSTER ENCLOSURE DETAIL6"8"2.50'24"No. 4 BARS AT 12" O.C. EW4,000 PSI CONCRETESUBGRADE COMPACTED TO98% AASHTO T-180DUMPSTER PAD PAVEMENT SECTIONANCHOR WITH No.6BARS 16" IN LENGTH18"4.50'10"6"9"4.50"(2) No.4REINFORCEMENT BARSWHEEL STOP DETAIL24"15'15'6'2' DIA. (MIN) CONC. BASE2,5000-PSINTS6" CONC. FILLEDSTEEL PIPE (OR DIP)W/ PAINTED YELLOWFINISHDUMPSTER BOLLARD DETAIL3'(MIN)6"4'ROUNDEDCAPFINISHED GRADE7'GALVANIZEDSQUARE POSTSTOP SIGN DETAILNTS30"30"NOTESTOP SIGN SHALL BE LOCATED 6-FT TO 12-FTFROM ADJACENT BACK OF CURB (TYP).C500PAVING AND DRAINAGE DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.2 C501WATER DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES. INV. ELEVATION ON PLANSGIVEN AT THIS POINTP.V.C. WYE BRANCHFINISHED GRADED.I. LAMP HOLE COVER,SIMILAR OR EQUAL TO"NEENAH FOUNDRY CO."FIG. NO. R-1971P.V.C. STOPPER12"MIN.45°CLEANOUT DETAIL24"NOTEIN AREAS OF PAVEMENT, SIDEWALKS, ETC., BRASS CAPSFLUSH WITH FINISHED GRADE SHALL BE USED.THREADED CAPOR12" X 12" X 6"SQUARE CONC. PADW/ #4 REBARC502SEWER DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 601089/10/2024www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 RESPONSE TO CITY COMMENTS KSH 10/24/2024 RESPONSE TO CITY COMMENTS KSHTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.