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HomeMy WebLinkAbout2025 06 23 Regular 500 - Purchase of Vac TruckREGULAR AGENDA ITEM 500 CITY COMMISSION AGENDA | JUNE 23, 2025 REGULAR MEETING TITLE Purchase of one (1) Aquatech B10-1450 Combination Vac Truck by the Utilities Department SUMMARY Staff is requesting City Commission consider and approve the purchase of a 2024 Aquatech B10-1450 Combination Sewer and Vac Truck. The negotiated acquisition of this new Aquatech Vac Truck is to be purchased under the Florida Sheriffs' Association Contract FSA23-EQU21.0 Spec #372. A vacuum truck is a crucial component of utility fleets, particularly in maintaining wastewater systems and responding to emergencies such as line breaks. It is vital that Utilities has access to several Vac Truck units to help manage the malfunctions caused by aging underground infrastructure as well as storms. This Vac Truck purchase will benefit the City by reducing the loss of response time, which can be critical when dealing with unexpected water and sewer incidents. Vacuum trucks play a fundamental role in responding to these emergencies by quickly removing spilled liquids and preventing contamination of water sources or soil. They efficiently extract large volumes of fluids, facilitating faster cleanup and repair operations. These trucks manage a wide range of materials, from liquid sludge and sewage to solid debris and hazardous waste making them indispensable for important utility tasks, including routine maintenance, emergency response, and industrial cleaning. This new Vac Truck will be essential to the return of Lift Stations Operations to the City in October which are important components of the wastewater system. Lift Stations help in moving sewage from lower to higher elevations. These stations can sometimes get clogged or overwhelmed with debris, causing backups and other issues. Vacuum trucks are used to remove the accumulated solids and liquids from these stations, providing relief and ensuring smooth operation. The purchase of this updated Vac Truck machinery will ensure proper maintenance and repair at Lift Stations due to its superior high vacuum capabilities and its distinct ability to reach depths of up to 30 feet which is needed at many of the City’s stations. 436 The vendor, Pat’s Pump and Blower, will accept the City’s existing 2002 Vac-con Sewer Combination Cleaner as a trade-in valued at $50,000. The existing vehicle is fully depreciated and has reached the end of its useful life. The base price plus options total cost of $692,832.00 will be reduced to a net purchase price of $642,832.00. The Public Works and Utility Department currently has three (3) Vac Trucks in operation. Two of these trucks are used by Utilities staff to maintain the water and wastewater systems. The oldest truck to be traded in with this purchase, is used by Public Works staff for cleaning and maintaining the storm drainage catch basins throughout the City. Contingent upon Commission approval and upon delivery of the new Combination Sewer and Vac Truck, one of the two trucks (2017 B10-1450 Combination Vac & Sewer Truck) currently used by Utilities staff will be transferred and utilized by Public Works staff to continue cleaning and maintaining the storm drainage catch basins. This truck is in considerably better condition than the trade-in truck. The truck exchange will require an inter-fund transfer from the Stormwater Fund to the Utility Fund in the approximate amount of $168,000 reflecting the depreciated value of the truck. FUNDING SOURCE Total purchase of $642,832.00 will be supplied via a line code transfer from CIP 410- 36-3600-560650 to Machinery and Equipment G/L#410-36-3600-560640. Additionally the Water and Sewer fund will transfer the 2017 B10-1450 Truck to the Stormwater Utility to recover the depreciated value of the asset in the amount of approximately $168,000. RECOMMENDATION Staff recommends the City Commission approve the purchase of one (1) 2024 Aquatech B10-1450 Combination Sewer & Vac Truck from Pat’s Pump and Blower for $642,832.00 to include a 2-year warranty on the vacuum blower system. Additionally, staff recommends authorizing the City Manager and the City Attorney prepare and execute any and all documents consistent with this agenda item. Staff is also requesting the transfer of the current 2017 Vac truck owned by Water and Sewer to the Stormwater Utility. In order to fund this transfer to the Stormwater Utility the City Manager is requesting a transfer of cash of approximately $168,000 from unused Capital Projects in Fund 303 Public Facilities as a budget amendment. 437 2141 W. Church St | Orlando, Fl 32805 | (407) 841-7867 | Fax 407 648-2096 To: City of Winter Springs Cliffton Mullis Public Works Superintendent Re: Proposal for a new Aquatech Truck Date: 05/22/2025 Mr. Mullis, We are pleased to present to you the following offer based off the FSA contract FSA23-EQU21.0, Spec #372. This proposal is made with the intent of providing City of Winter Springs, the end- user, with a new Aquatech equipment. Please review the following: BASE B10 $331,000.00 ADD OPTIONS SELECTED B10-1450: Upgrade from a B10 module to a B10-1450 w/ 1,450gal water capacity.................................................................................................................... $ 9,527.00 121005969: Unloader control system side & rear.................................................... $ 7,688.00 A381920: Hibon model 840 (3800 CFM, 27‘‘ Hg).................................................... $ 40,768.00 A383923-2: Pneumatic vacuum breaker................................................................. $ 5,708.00 300003530: Dual side water fill system................................................................... $ 758.00 300002955: Cyclone separator w/ collection chamber............................................ $ 7,222.00 A384963: Debris door screen blank off plate........................................................... $ 700.00 200050-MOD: Change rear door splash shield with splash bumper or tube bumper to one at 3 O’clock to 9 O’clock shield straight down on pipe bumper....................................... $ 6,600.00 A175252-3000-Cobra: Sewer hose 1" x 600' 3000 PSI.................................... $ 4,849.00 A388569: Lightning package (3 debris tank strobes, 5 flood lights, 1 arrowboard, 1 handheld spotlight)............................................................................................. $ 7,304.00 300004744: Tube rack, sliding vertical, 8 tube with storage.................................... $ 7,378.00 A131626: ½‘‘ x 35‘ low pressure gun & hose assembly.......................................... $ 680.00 121002494: ½‘‘ x 75‘ wash down gun hose assembly w/ spring retracting reel…... $ 4,543.00 A381531-1: Remote lubrication manifold................................................................. $ 1,748.00 A245901-4: Debris tank vibrator.............................................................................. $ 3,611.00 121005979: Dual floor flushers & tank flush............................................................ $ 6,145.00 J-2203: Additional tiger tail 3‘‘, 20‘ rope............................................................. $ 127.00 A385801: Aluminum tool trays on both sides of water tanks................................... $ 1,748.00 A180552-1: 30‘‘W x 18‘‘D x 18‘‘H toolbox................................................................ $ 1,198.00 A180555-S: 60‘‘W x 24‘‘D x 24‘‘H toolbox w/ shelf.................................................. $ 1,981.00 A220260-CH-NC: Traffic cone holder (no cone)................................................ $ 629.00 A382557-6: Dual Camera Split Monitor Reversing Camera system.................. $ 3,320.00 SPECIFIED ADD FSA OPTIONS TOTAL $124,232.00 438 NON-SPECIFIED FSA OPTIONS SUBJECT TO 1% CONTRACT DISCOUNT WS49X: Western Starn 49X Chassis………………………………………………….. $200,000.00 200064402: Hydro excavation water pump system at 2500 PSI…………………… $ 40,000.00 NON-SPECIFIED FSA OPTIONS TOTAL $240,000.00 NON-SPECIFIED FSA OPTIONS TOTAL WITH 1% DISCOUNT $237,600.00 Aquatech price breakdown Base Unit B10 $331,000.00 Add-on options selected total $124,232.00 Non-specified add-on options selected total $237,600.00 Total $692,832.00 [CREDIT] Trade-in credit for 2002 truck $ 50,000.00 GRAND TOTAL $642,832.00 Respectfully, Shawn White Territory Sales Manager Phone: (407) 468-4094 Fax: (407) 648-2096 Email: shawn@patspump.com SALES | SERVICE | INSTALLATION 2141 West Church Street, Orlando, FL 32805 | Phone: (407) 841-7867 | Fax: (407) 648-2096 www.patspump.com | Email: javierf@patspump.com 439 THE POWER OF REARWARD THINKING AQUATECH ™ B-SERIES COMBINATION JET/VAC SYSTEM 440 CLEANS UP EVERYTHING IN ITS PATH. INCLUDING THE COMPETITION. AQUATECH ™ B-SERIES REEL ADVANTAGE The rear-mounted hose reel design with 180° hydraulic articulation takes the operator off of the street and away from traffic. REEL REACH The rear-mounted hose reel puts more useable power in the hands of the operator with reach beyond the truck’s width and a 12' work radius. REEL VIEW An unobstructed, 270° view provides a far-safer field of vision for the driver. No hose reel, no boom impair driver visibility 441 VERSATILITY THAT SPEAKS VOLUMES GO FROM SEWER CLEANER TO LARGE-VOLUME HYDRO EXCAVATOR WITH NO LOSS IN PERFORMANCE. BLOWS EVERYTHING ELSE AWAY A high-performance 27" Hg blower is the most powerful in the industry for faster, more efficient vacuum loading. POWER EQUALS PRODUCTIVITY The ultimate, get-in, get-out vacuum power and performance to make quick work of tough projects. POWER WITHOUT PROBLEMS The horizontal transfer case drive delivers quiet, consistent power with fewer parts and is virtually maintenance-free for less downtime. 442 FREEDOM OF FLEXIBILITY Industry-leading flexibility means safe, easy placement of the unit regardless of the manhole or excavation location. MAXIMUM CAPACITY Top-mounted boom design provides optimum load distribution and more usable payload capacity without hose bends that clog and wear. THE TOP-LOADING BOOM AND ONE-PIECE VACUUM HOSE PROVIDE UNLIMITED 360° OPERATION. RUN CIRCLES AROUND SEWAGE aquatechinc.com | 800.752.2400 443 CAPACITY MEETS VERACITY The industry’s only ASME-certified 6-15 cubic yard debris tank. Water tank capacity from 570-1,750 gallons. PRESSURE WITH PRECISION A triplex pump design allows smooth, constant pressure with an efficient, reliable drive up to 150 GPM . THE NOISE POLLUTION SOLUTION The rear hose reel operating position means less vibration, less heat, and 2× to 4× less noise than front hose reel systems for reduced operator fatigue and increased safety. Meets or exceeds OSHA requirements with industry’s lowest dBA of 82 or less at the hose reel, eliminating the need for bulky ear protection. 75 25 50 100 125 dBA 82 dBA No ear protection needed Both the debris tank and the water tank are built for the long haul and are backed by an industry-leading lifetime warranty to prove it. 444 ©2020, Hi-Vac® Corporation. All rights reserved. 05/2020 00293 aquatechinc.com 117 Industry Road | Marietta, Ohio 45750 Tel: 800.752.2400 | Fax: 740.374.5447 CRAFTED WITHOUT COMPROMISE B-SERIES PROVEN ENGINEERING INNOVATION 445 Combo Vacuum and Sewer truck B10 Options Sheet Item #372 Base Bid Item Price............................................................................................. $331,000.00 Manufacturer Code Option Price AQUATECH MODULES B10-1450: Upgrade from a B10 module to a B10-1450 w/ 1,450gal water capacity.......... $ 9,527.00 B12: Upgrade from B10 module w/ 10yds capacity to B12 w/ 12yds of debris capacity... $ 15,626.00 B15: Upgrade from B10 module w/ 10yds capacity to B15 w/ 15yds of debris capacity... $ 20,815.00 F10: Upgrade from a rear reel to a front reel configuration w/ 10yds of debris capacity.... $ 49,800.00 F15: Upgrade from a rear reel to a front reel configuration w/ 15yds of debris capacity.... $ 54,900.00 VACUUM SYSTEM A383923-2: Pneumatic vacuum breaker............................................................................ $ 5,708.00 300002955: Cyclone separator w/ collection chamber....................................................... $ 7,222.00 A340407: Roots model 827 (5900 CFM, 18‘‘ Hg).............................................................. $ 19,453.00 A381920: Hibon model 840 (3800 CFM, 27‘‘ Hg).............................................................. $ 40,768.00 WATER SYSTEM A384199: 50 GPM @ 3000 PSI water system (cancels standard 80 GPM @ 2500 PSI).. $ 5,751.00 A131626: ½‘‘ x 35‘ low pressure gun & hose assembly..................................................... $ 680.00 121002495: ½‘‘ x 75‘ high pressure gun & hose assembly w/ spring retracting reel.......... $ 4,543.00 121002494: ½‘‘ x 75‘ wash down gun hose assembly w/ spring retracting reel................. $ 4,543.00 A249936-HYD-PATS: Hydraulic powered lateral cleaning system w/ 200‘ x ½‘‘ hose...... $ 6,989.00 A249437-2: Remote gear box sight glass.......................................................................... $ 699.00 121005969: Unloader control system side & rear.............................................................. $ 7,688.00 A239902: Water purge / blowout system........................................................................... $ 257.00 A381599-2: Hot water heater 400,000 BTU....................................................................... $ 14,240.00 EASEMENT: Easement machine w/ 500‘ and 1‘‘ dia. jetting hose..................................... $ 48,168.00 446 DEBRIS TANK A245901-4: Debris tank vibrator......................................................................................... $ 3,611.00 A383990-2: Removable decant hose with disconnect and cap.......................................... $ 825.00 NS-0034: Tank access steps to boom cleanout................................................................. $ 860.00 300002178: 300 GPM pump-off system............................................................................. $ 9,960.00 121005979: Dual floor flushers & tank flush....................................................................... $ 6,145.00 A381339-3-12V: Rear door sludge pump........................................................................... $ 7,863.00 A381504: Debris level probe w/ audible visible arm........................................................... $ 2,680.00 A381531-1: Remote lubrication manifold........................................................................... $ 1,748.00 200050050: Rear door splash shield w/ splash bumper to include one tiger tail holder..... $ 5,819.00 200050401: Rear door splash shield w/ tube bumper to include one tiger tail holder........ $ 5,974.00 A384963: Debris door screen blank off plate..................................................................... $ 700.00 A388575: Rear tow hooks.................................................................................................. $ 503.00 200050-MOD: Change rear door splash shield with splash bumper or tube bumper to one at 3 O’clock to 9 O’clock shield straight down on pipe bumper.............................................................. $ 6,600.00 WATER TANK 300003530: Dual side water fill system.............................................................................. $ 758.00 A384092-2: Water tank signage mounting system (Artwork sold separately).................... $ 4,077.00 NS-0050: Signage artwork................................................................................................. $ 2,155.00 BOOMS 200043000: 8‘‘ x 23‘ ball & socket telescoping boom......................................................... $ 10,484.00 200043010: 8‘‘ x 23‘ flat flange telescoping boom.............................................................. $ 10,484.00 200043020: 8‘‘ x 23‘ ring lock telescoping boom................................................................ $ 10,484.00 200043060: 8‘‘ x 25‘ ball & socket telescoping boom......................................................... $ 12,173.00 200043070: 8‘‘ x 25‘ flat flange telescoping boom.............................................................. $ 12,173.00 200043080: 8‘‘ x 25‘ ring lock telescoping boom................................................................ $ 12,173.00 20004460: 8“ x 25‘ extendable boom ball & socket............................................................ $ 5,000.00 20004470: 8“ x 25‘ extendable boom flat flange................................................................. $ 5,000.00 20004480:8“ x 25‘ extendable boom ring lock.................................................................... $ 5,000.00 NS-0077: Boom mounted internal air/vac valve (flapper valve)......................................... $ 2,447.00 HOSE REEL A382703-1: Auto level wind................................................................................................ $ 6,151.00 A382703-2: Auto level wind w/ counter.............................................................................. $ 6,663.00 A338664-7: Digital footage counter............................................................................. $ 5,254.00 447 A338664MANUAL: Manual level line w/ counter........................................................ $ 2,191.00 A383276: Hose spring loaded..................................................................................... $ 1,083.00 A176110: 20‘ leader hose.................................................................................................. $ 372.00 A175150-3000-Cobra: Sewer hose 3/4" x 500' 3000 PSI........................................... $ 3,315.00 A175167-3000-Cobra: Sewer hose 3/4" x 600' 3000 PSI........................................... $ 3,732.00 A175168-3000-Cobra: Sewer hose 3/4" x 700' 3000 PSI........................................... $ 4,353.00 A175169-3000-Cobra: Sewer hose 3/4" x 800' 3000 PSI........................................... $ 5,505.00 A175241-3000-Cobra: Sewer hose 1" x 500' 3000 PSI.............................................. $ 4,293.00 A175252-3000-Cobra: Sewer hose 1" x 600' 3000 PSI.............................................. $ 4,849.00 A175261-3000-Cobra: Sewer hose 1" x 700' 3000 PSI.............................................. $ 5,656.00 A175271-3000-Cobra: Sewer Hose 1" x 800' 3000 PSI............................................. $ 6,691.00 STORAGE 300004744: Tube rack, sliding vertical, 8 tube with storage............................................... $ 7,378.00 A000364-1c: 18“ horizontal 8“ tube racks.......................................................................... $ 934.00 A000364-1: 45“ horizontal 8“ tube racks............................................................................ $ 1,120.00 A180552-1: 30‘‘W x 18‘‘D x 18‘‘H toolbox.......................................................................... $ 1,198.00 A180757-S: 48‘‘W x 24‘‘D x 24‘‘H toolbox w/ shelf............................................................. $ 1,398.00 A180555-S: 60‘‘W x 24‘‘D x 24‘‘H toolbox w/ shelf............................................................. $ 1,981.00 A180549-2: 72‘‘W x 15‘‘D x 36‘‘H toolbox w/ shelf............................................................. $ 2,563.00 A385801: Aluminum tool trays on both sides of water tanks.............................................. $ 1,748.00 A384668-3: Second tiger tail holder under rear splash plate bumper................................ $ 449.00 A240404-6: Two 6‘‘ front bumper tube racks..................................................................... $ 961.00 A240404-1: Two 8‘‘ front bumper tube racks..................................................................... $ 961.00 CONTROLS 121004478: Foot pedal control........................................................................................... $ 705.00 A249837: Hydraulic temperature gauge............................................................................. $ 761.00 A249206-2: Hydraulic body back-up system...................................................................... $ 5,548.00 A382557-1: Back up camera system................................................................................. $ 874.00 A382557-6: Dual Camera Split Monitor Reversing Camera system............................ $ 3,320.00 360CAMERA: 360° camera system AHD recordable system, RAM monitor mount... $ 6,441.00 121002734: Additional hand-held wireless remote...................................................... $ 1,708.00 121003719: On-board scale system, air ride suspension............................................ $ 3,611.00 121003723: On-board scale system, LOADMAXX, HENDRIC.................................... $ 5,870.00 448 LIGHTNING 121001375: Handheld LED spotlight........................................................................... $ 519.00 121002367: Dual amber strobe lights rear debris tank w/ guard................................. $ 2,231.00 121002479: Strobe light right rear debris tank w/ guard.............................................. $ 1,246.00 121002482: Strobe light left front debris tank w/ guard............................................... $ 1,307.00 121002484: Strobe light right front debris tank w/ guard............................................. $ 1,246.00 A120373-6: Amber arrowboard top rear tank.............................................................. $ 985.00 A380713-LED: Linear amber strobe lights.................................................................. $ 968.00 A388569: Lightning package (3 debris tank strobes, 5 flood lights, 1 arrowboard, 1 handheld spotlight)...................................................................................................................... $ 7,304.00 BALL & SOCKET TUBES A383961: Extension tube 8“ x 3‘ ball & socket............................................................ $ 655.00 A383962: Extension tube 8“ x 4‘ ball & socket............................................................ $ 680.00 A383963: Extension tube 8“ x 5‘ ball & socket............................................................ $ 720.00 A383964: Extension tube 8“ x 6‘ ball & socket............................................................ $ 750.00 A383965: Extension tube 8“ x 7‘ ball & socket............................................................ $ 750.00 A383966: Extension tube 8“ x 8‘ ball & socket............................................................ $ 780.00 A383967: Extension tube 8“ x 9‘ ball & socket............................................................ $ 780.00 A383968: Extension tube 8“ x 10‘ ball & socket.......................................................... $ 800.00 A383969: Intake tube 8“ x 4‘ ball & socket.................................................................. $ 750.00 A383970: Intake tube 8“ x 6‘ ball & socket.................................................................. $ 770.00 A383971: Intake tube 8“ x 8‘ ball & socket.................................................................. $ 800.00 A384071: Fluidizer tube 8“ x 3‘ ball & socket............................................................... $ 650.00 A383964-1: Fluidizer tube 8“ x 6‘ ball & socket........................................................... $ 750.00 MISCELLANEOUS AUTOLUBE: Auto-lubrication system, Groenveld....................................................... $ 13,000.00 CSB-990: Setcom, LiberatorMax wireless headset noise-cancelling technology 900MHz (26-5007). Case of 2 units.................................................................................................................... $ 895.00 A176150: Additional 25‘ x 2-1/2‘‘ hydrant fill hose....................................................... $ 334.00 10000551: 8“ manhole tube support............................................................................ $ 411.00 244263: 8“ tube handles.............................................................................................. $ 308.00 A176154: 50‘ x 2-1/2‘‘ hydrant fill hose........................................................................ $ 577.00 A220260-CH-NC: Traffic cone holder (no cone).......................................................... $ 629.00 A220330: Hydrant wrench........................................................................................... $ 77.00 J-4000: THE POOK manhole pick & hook................................................................... $ 431.00 449 J-2203: Additional tiger tail 3‘‘, 20 ‘ rope....................................................................... $ 127.00 A355080: Vertical spray gun........................................................................................ $ 466.00 A255201-7.2: Linear nozzle 6.9 GPM.......................................................................... $ 541.00 A255201-8.9: Linear nozzle 8.7 GPM.......................................................................... $ 678.00 A255201-12.5: Linear nozzle 12.1 GPM...................................................................... $ 678.00 STK: Specialty Tool Kit (Customizable)....................................................................... $ 18,000.00 A388552: DOT safety kit.............................................................................................. $ 500.00 MAINTENANCE PACKAGE & EXTENDED WARRANTY MAINTENANCE: Yearly preventive maintenance. Includes: Four quarterly maintenance visits per year to renew filters, oils, fluids to service the body and chassis. Inspection report will be provided at the end of each visit and will detail any and all required repairs out of warranty coverage...... $ 12,000.00 WARRANTY: Yearly extended warraty covering all parts and labor excluding wear items . Repairs are conducted in-house............................................................................................................ $ 16,000.00 CHASSIS FREIGHTLINER: Hi-Vac approved Freightliner chassis.................................................... $152,000.00 MACK: Hi-Vac approved Mack chassis............................................................................. $160,000.00 DOWNGRADE AQUATECH MODULES B6: Downgrade from a B10 module to a B6 w/ 6yds of debris [DEDUCT]........................-$ 16,534.00 B6-800: Downgrade from a B10 module to a B6 w/ 6yds of debris and 800gal water capacity [DEDUCT]..........................................................................................................................-$ 14,245.00 DL10: Downgrade from a B10 to a Daylighter w/ 10yds of debris [DEDUCT]...................-$ 26,880.00 1% discount on unspecified options SALES | SERVICE | INSTALLATION Office: 2141 West Church Street, Orlando, FL 32805 | Phone: (407) 841-7867 | Fax: (407) 648-2096 www.patspump.com | Email: javierf@patspump.com 450 REGULAR AGENDA ITEM 501 CITY COMMISSION AGENDA | JUNE 23, 2025 REGULAR MEETING TITLE The Human Bean Coffee Shop FEDP-2025-0002 Final Engineering and Site Plan Revision SUMMARY On March 31, 2025 the City Commission approved FEDP-2025-0002 Final Engineering and Site Plan, Aesthetic Review, Development Agreement and Waiver applications for The Human Bean Coffee Shop to be constructed at 234 E SR 343 on the Venetion Square shopping center site. The applicant is requesting, to accommodate cost savings to the business owner, a plan revision replacing, with the exception of sidewalks and dumpster pad/slab, concrete surfacing with asphalt aggregate. The City's Professional Engineer has confirmed that stormwater design criteria for concrete material use is the same for asphalt and as such, there are no changes to the stormwater analysis previously approved. Site work permit COMM-2025-0324 was approved on June 8, 2025. FUNDING SOURCE RECOMMENDATION The Community Development Department recommends that the City Commission review and approve The Human Bean Coffee Shop FEDP-2025-0002 Final Engineering and Site Plan revision replacing, with the exception of sidewalks and dumpster pad/slab, concrete surfacing with asphalt aggregate. 451 © M E I P A R T N E R S - 2 0 2 4 SH E E T INDEX OF DRAWINGS TITLE SHEET NO. CONSTRUCTION PLANS FOR THE HUMAN BEAN SITE REDEVELOPMENT WINTER SPRINGS, FLORIDA (PN: 26-20-30-5AR-0D00-0120) PREPARED FOR PBC CONSTRUCTION, LLC 1200 HILLCREST STREET, SUITE 101 ORLANDO, FLORIDA, 32803 PREPARED BY MEI PROJECT NO.: 160003 REV. DATE: 6/16/2025 KEVIN S. HEBERT, PE 60108 PROJECT SITE NT S LOCATION MAP ME I P N : 1 6 0 0 0 3 RE V . D A T E : 6 / 1 6 / 2 0 2 5 TH E H U M A N B E A N S I T E D E V E L O P M E N T C0 0 0 COVER SHEET OVERALL SITE PLAN DEMOLITION AND EROSION CONTROL PLAN SITE GEOMETRY AND BUILDING STAKEOUT PLAN PAVING AND GRADING PLAN WATER AND SEWER PLAN FIRE AND SOLID WASTE TURNING MOVEMENTS MISCELLANEOUS DETAILS WATER DETAILS SEWER DETAILS LANDSCAPE PLAN IRRIGATION PLAN LANDSCAPE PLAN SPECIFICATIONS / DETAILS BOUNDARY AND TOPOGRAPHIC SURVEY C000 C001 C100 C200 C300 C400 C401 C500 C501 C502 LS-01 LS-02 LS-03 S1 M E I PARTNERS Winter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 www.mei-partners.com 1035 S. Semoran Blvd., Suite 1029 CIVIL ENGINEER MEI PARTNERS, LLC 1035 S. SEMORAN BLVD., SUITE 1029 WINTER PARK, FLORIDA 32792 PHONE: (321) 203-2852 FAX: (321) 203-2948 ATTN: KEVIN S. HEBERT, PE EMAIL: kevinh@mei-partners.com LANDSCAPE ARCHITECT BORTON DESIGN, INC. 1354 N. KYLE WAY SAINT JOHNS, FLORIDA 32259 PHONE: (904) 287-1996 ATTN: BRIAN D. BORTON, RLA EMAIL: bdb@bortondesign.com SURVEYOR ELLIS SURVEYS, LLC P.O.BOX 160952 ALTAMONTE SPRINGS, FLORIDA 32716 PHONE: (407) 834-4003 ATTN: ROBERT A. ELLIS, P.L.S. EMAIL: bob@ellissurveys.com LEGAL 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 AS FOLLOWS: (PARCEL 2) A TRACT OF LAND LYING IN SECTION 34, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE POINT OF INTERSECTION OF MOSS ROAD AND THE LONGWOOD-OVIEDO ROAD, RUN SOUTH 88 DEGREES 23 MINUTES 42 SECONDS EAST, 701.16 FEET ALONG THE CENTERLINE OF THE LONGWOOD-OVIEDO ROAD; THENCE NORTH 01 DEGREES 36 MINUTES 18 SECONDS EAST, 50.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 01 DEGREES 36 MINUTES 18 SECONDS EAST, 115.00 FEET; THENCE SOUTH 88 DEGREES 23 MINUTES 42 SECONDS EAST, 322.00 FEET; THENCE NORTH 01 DEGREES 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 15 SECONDS EAST, 416.35 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SHERRY AVENUE; THENCE SOUTH 26 DEGREES 02 MINUTES 06 SECONDS WEST ALONG SAID RIGHT OF WAY LINE 75.32 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 284.34 FEET AND A CENTRAL ANGLE OF 34 DEGREES 41 MINUTES 22 SECONDS; THENCE ALONG THE ARC OF SAID CURVE 172.15 FEET TO A POINT ON A CURVE; THENCE SOUTH 72 DEGREES 38 MINUTES 37 SECONDS WEST, 162.49 FEET; THENCE SOUTH 17 DEGREES 21 MINUTES 23 SECONDS EAST, 190.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF THE LONGWOOD-OVIEDO ROAD, SAID POINT BEING A POINT ON A CURVE HAVING A RADIUS OF 1230.00 FEET, A CENTRAL ANGLE OF 09 DEGREES 58 MINUTES, 15 SECONDS AND A CHORD BEARING OF SOUTH 86 DEGREES 37 MINUTES 10 SECONDS WEST; THENCE ALONG THE ARC OF SAID CURVE 214.05 FEET TO THE POINT OF TANGENCY; THENCE NORTH 88 DEGREES 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 45 2 EXIST. FIRE HYDRANT (APPROX. 294-LF TO BLDG.) EXIST. FIRE HYDRANT (APPROX. 352-LF TO BLDG.) EXIST. FIRE HYDRANT (APPROX. 358-LF TO BLDG.) EXIST. FIRE HYDRANT (APPROX. 238-LF TO BLDG.) EXIST. FIRE HYDRANT (APPROX. 420-LF TO BLDG.) S H E R R Y A V E N U E ADVANCE AUTO PARTS VENETIAN SQUARE LONGWO O D - O V I E D O R O A D (SR-434) INDIAN RIDGE CONDOS MOSS PARK APARTMENTS NORTH ORLANDO TOWNSITE 4TH ADDITION C001 OV E R A L L S I T E P L A N 50' TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H SITE LEGEND PROPERTY BOUNDARY LIMITS OF CONC. PAVT. LIMITS OF NEW ASPHALT PAVEMENT 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 45 3 EXIST. 6- I N W M EXIST. 6-IN WM SHOWN PER FDOT RECORDS FOR SR-434 SILT-FENCE (TYP) CONTRACTOR SHALL PROTECT AND USE CAUTION AROUND EXIST. SAN. MH AND UNDERGROUND LINES TO REMAIN LIMITS OF DEMOLITION TO BE CLEARED AND GRUBBED (INC. REMOVAL OF PAVT. CURB, ETC.) SEDIMENT FILTER AT EXIST. CURB INLET (TYP) xxxxxx x x x x x SILT-FENCE (TYP) SILT-FENCE (TYP) SILT-FENCE (TYP) SILT-FENCE (TYP) CONTRACTOR SHALL PROTECT AND USE CAUTION AROUND EXIST. LIGHT POLE TO REMAIN CONTRACTOR SHALL PROTECT AND USE CAUTION AROUND EXIST. STOP SIGN TO REMAIN DEMO APPROX. 46-LF OF EXIST. CURB SEDIMENT FILTER AT EXIST. INLET (SYNTHETIC BALE) xxxxxxx xxxxx xxxxxx x ADVANCE AUTO PARTS VENETIAN SQUARE LONGWO O D - O V I E D O R O A D (SR-434) SITE BENCHMARK #1 EL = 42.70' (NAVD 88) C100 DE M O L I T I O N A N D ER O S I O N C O N T R O L P L A N 20' SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. 2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 3. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, "ROADWAY AND TRAFFIC DESIGN STANDARDS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT. 4. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 6. ALL SIGNS AND MARKINGS TO COMPLY WITH THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE APPLICABLE JURISDICTIONAL LAND DEVELOPMENT CODE. CLEARING AND SITE PREPARATION NOTES 1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY 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 DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 3. THE CONTRACTOR IS TO REMOVE ALL PAVING MARKED FOR DEMOLITION WHICH INCLUDES BUT IS NOT LIMITED TO ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS (INCLUDING FOOTERS). 4. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM. 5. THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIALS, ORGANIC MATERIAL, AND YARD WASTE FROM THE SITE IMMEDIATELY, AND DISPOSE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. DEMOLITION NOTES 1. CONTRACTOR SHALL OBTAIN AND SECURE ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES FOR PROPER REMOVAL AND DEMOLITION OF EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO SEPTIC TANKS, DRAIN FIELDS, POTABLE WELLS, AND IRRIGATION WELLS. THIS EFFORT SHALL ALSO INCLUDE THE DISCONNECTION OF EXISTING UTILITIES WHETHER TEMPORARY OR PERMANENT. CONTRACTOR SHALL FURNISH A COPY OF ALL NECESSARY PERMITS AND APPROVALS TO THE OWNER PRIOR TO COMMENCING THE WORK. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL 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 AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPAIR OF ALL UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. CONTRACTOR SHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS AND DAMAGES. MEI PARTNERS IS NOT RESPONSIBLE FOR ANY UNFORESEEN CONDITIONS AND / OR UNDERGROUND UTILITIES SHOWN, OR NOT SHOWN, HEREON. 5. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 6. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. 7. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL. 8. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE CONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR TREES TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. NO CONSTRUCTION ACTIVITY, EXCAVATION, OR FILL MAY TAKE PLACE WITHIN STAKED AREAS. ANY ROOT PRUNING ACTIVITIES SHALL BE SUPERVISED BY A LANDSCAPE ARCHITECT. 9. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THE DRIP LINE OF SPECIMEN TREES TO REMAIN, INCLUDING TRENCHING FOR PROPOSED IMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENT OF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE SUBJECT TO ANY FINES IMPOSED BY THE OWNERS AND / OR THE GOVERNING AGENCIES FOR THE REMOVAL OF ANY TREE THAT IS SHOWN 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 APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. TEMPORARY CONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS IN ADDITION TO ALL REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. 2. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENTATION CONTROL MEASURES NECESSARY TO PREVENT SEDIMENTATION FROM DISCHARGING TO ADJACENT PROPERTIES, WETLANDS, ETC.. ANY STOP WORK ORDERS, FINES, ETC. THAT ARE IMPOSED ON THE PROJECT DUE TO THE DISCHARGING OF SILT AND/OR SEDIMENTATION TO ADJACENT PROPERTIES, WETLANDS, ETC. SHALL BE FULLY BORNE BY THE CONTRACTOR. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED AND ADDITIONAL MEASURES MAY BE REQUIRED. AT NO TIME SHALL THE MEASURES BE IN SUCH DISREPAIR THAT THEY ALLOW THE DISCHARGE OF SEDIMENTATION OR SILT FROM THE PROJECT ONTO ADJACENT PROPERTIES, WETLANDS, ETC.. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A DAILY BASIS. THE MEASURES ARE TO BE MAINTAINED AND/OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTION AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZED AS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDE ONLY A MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR. 4. THE LIMITS OF CONSTRUCTION HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES TO BE WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER(S). ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE BORNE BY THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 5. THE OWNER AND/OR CONTRACTOR SHALL PROVIDE A NOTICE-OF-INTENT IN ACCORDANCE WITH CRITERIA SET FORTH IN THE NPDES PERMIT REQUIREMENTS 48-HOURS PRIOR TO BEGINNING CONSTRUCTION, CLEARING, OR DEMOLITION. 6. CONTRACTOR SHALL PROVIDE EFFECTIVE TEMPORARY AND PERMANENT EROSION CONTROL FOLLOWING THE REQUIREMENTS IN SECTION-104 OF THE STATE DEPT. OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. AT THE END OF EACH DAY, THE CONTRACTOR SHALL HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED, IF REQUIRED, AT THE END OF THE WORKING DAY. 8. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION RESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BE PLACED AND MAINTAINED UNDER THE GRATE, AND FILTER SOCKS PLACED IN FRONT OF THE THROAT OF CURB INLETS DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS UPON COMPLETION OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE 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 NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND 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 SEDIMENT CONTROL DEVICE IS REMOVED AND NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE EXIST. GRADE, PREPARED, AND SEEDED. 13. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED. 14. THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION UNLESS SODDING, OR OTHER MORE READILY EFFECTIVE STABILIZATION PRACTICES ARE SPECIFIED ON THE PLANS. 15. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION THE CONTRACTOR 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 THE LIMITS OF CONSTRUCTION TOWARDS THE STORMWATER MANAGEMENT AREA. 18. FOR ADDITIONAL INFORMATION ON EROSION AND SEDIMENT CONTROL, REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (FDER), CHAPTER 6. 19. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 20. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT FROM A WATER QUALITY VIOLATION INCLUDING BUT NOT LIMITED TO LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, AND FINES. 21. ALL DISTURBED AREAS SHALL BE STABILIZED IN AN EFFORT TO MINIMIZE EROSION. 22. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO EPA/FDEP NPDES CRITERIA TO MINIMIZE EROSION AND INSURE PROPER FUNCTIONING OF STORMWATER MANAGEMENT SYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO MEETING EPA/FDEP NPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH THE LOCAL AGENCY HAVING JURISDICTION'S MINIMUM EROSION CONTROL CRITERIA. 23. THE CONTRACTOR SHALL PERFORM INSPECTIONS ON THE EFFECTIVENESS OF THE EROSION/SEDIMENT CONTROL EFFORTS DAILY AND WITHIN 24 HOURS AFTER EACH 0.50-IN OR GREATER RAINFALL EVENT AND IMPLEMENT/PERFORM NECESSARY REMEDIES IMMEDIATELY. 24. SEDIMENTATION CONTROLS/BMPs SHALL PREVENT STORMWATER RUNOFF WITH TURBIDITY GREATER THAN 29-NTUs FROM LEAVING THE CONSTRUCTION SITE. 25. CONTRACTOR SHALL CONTROL DUST RESULTING FROM CLEARING AND GRUBBING OPERATIONS TO PREVENT NUISANCE TO ADJACENT PROPERTY OWNERS AND THE GENERAL PUBLIC. CONTRACTOR SHALL USE DUST CONTROL METHODS AND MATERIALS APPROVED BY THE CITY OF WINTER SPRINGS. 26.IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES. 27.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. UTILITY COORDINATION NOTE 1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TO BOUNDARY AND TOPOGRAPHIC SURVEY BY ELLIS SURVEYS, LLC (24-1407, DATED 3/26/2024). 2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES AND LOCATIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. CONTRACTOR SHALL USE EXTREME CAUTION WHILE PERFORMING CONSTRUCTION AROUND OVERHEAD POWER LINES AND EXIST. UNDERGROUND UTILITIES. CONTRACTOR SHALL MAINTAIN MIN. COVER REQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES. BENCHMARK VERIFICATION 1.CONTRACTOR SHALL CHECK DESIGN SURVEY FOR BENCHMARK ELEVATION ACCURACY AND ELEVATIONS OF THOSE EXIST. IMPROVEMENTS TO REMAIN AND/OR TO MATCH GRADE WITH PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL ACKNOWLEDGE AGREEMENT WITH THESE ELEMENTS OF THE DESIGN SURVEY IN WRITING TO THE OWNER AND ENGINEER OF RECORD PRIOR TO COMMENCING SITEWORK. GENERAL DEMOLITION NOTE GENERAL LIMITS OF DEMOLITION SHALL INC. ALL PAVEMENT, TREES, AND OTHER EXIST. IMPROVEMENTS UNLESS SHOWN OR NOTED TO BE SAVED. DEMOLISHED MATERIAL SHALL BE REMOVED OFF-SITE AND DISPOSED OF PROPERLY ACCORDING TO GOVERNING CRITERIA. SHOULD A CONFLICT OR QUESTIONS ARISE, CONTRACTOR SHALL CONTACT PROJECT ENGINEER PRIOR TO COMMENCEMENT OF WORK. PROPERTY BOUNDARY GENERAL LIMITS OF DEMOLITION SILT-FENCE SEDIMENT FILTER AROUND EACH INLET STRUCTURE DEMOLITION LEGEND TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 45 4 6 0 . 1 7 ' N 0 6 ° 2 6 ' 4 4 " W L = 19.08' R = 16.00' Δ = 68°20'07" CH = 17.97' CB = N 62°16'40" W L = 14.75' R = 39.00' Δ = 21°39'53" CH = 14.66' CB = N 17°16'40" W 11.08' N 28°06'36" W 50.03' S 83°33'16" W 7 ' S / W 3 24' 16' 4 4 . 3 0 ' 12' TYPE "D" CURB (TYP) 4" SOLID WHITE (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 NECESSARY DUMPSTER PAD AND ENCLOSURE (SEE DETAIL C500) ADA DETECTABLE WARNING STRIP (2-FT WIDE, 3 TYP) SAWCUT & MATCH EXIST. PAVT. (TYP) SAWCUT & MATCH EXIST. CURB (2 TYP) 7 ' S / W 5 ' S / W R3 ' R10 ' R1 0 ' R8' R22' R 4 5 ' R1.5' R12' 5' S/W R10' R5' R2 0 ' 5' S/W R 1 2 ' R3' SAWCUT & MATCH EXIST. PAVT. (TYP) TYPE "D" CURB (TYP) R1 0 ' R3' R8' R3 4 ' 5 ' S / W 24" STOP BAR W/ - STOP SIGN (R-1) - DO NOT ENTER SIGNS (R5-1) R3' 4" SOLID WHITE (TYP) WHITE DIRECTIONAL ARROW (TYP) 24" STOP BAR W/ - STOP SIGN (R-1) - DO NOT ENTER SIGNS (R5-1) 5' S/W 3-FT TRANS. FROM EXIST. CURB TO FLUSH (2 TYP) SAWCUT & MATCH EXIST. SIDEWALK 5 ' S / W R1' 6 R 3 'R1 5 ' 20' 1 0 ' HANDICAP SIGN IN 4-IN CONC. BOLLARD, W/ 2-FT OVERHANG (10' X 20' EFFECTIVE PARK DIM.) ADA DETECTABLE WARNING STRIP (2-FT WIDE, TYP) SAWCUT & MATCH EXIST. CURB SAWCUT & MATCH EXIST. CURB SAWCUT & MATCH EXIST. PAVT. (TYP) TYPE "D" CURB (TYP) R1 0 ' 12' 6' 1 0 ' 1 2 ' 1 2 ' 1 5 ' 15' EXIST. STOP SIGN 5' S / W EXIST. STOP SIGN EXIST. STOP SIGN WHEEL STOP (6 TYP) APPROX. POSITION OF DRIVE-THRU WINDOW * ** *** *** MENU PRE-MENU DRIVE-THRU CLEARANCE BAR 4" CONC. FILLED STEEL PIPE (OR DIP) W/ PAINTED YELLOW FINISH (3 TYP) *** SIGHT TRIANGLE (D=140±FT) SIGHT TRIANGLE (D=125±FT) EXIST. 6' FLORIDA PUBLIC UTILITIES CO. ESMT. FUTURE OUTDOOR SEATING W/ OVERHEAD LIGHTING. LOCATION SHOWN FOR ILLUSTRATION ONLY TO CONVEY FUTURE USE. 6-FT WIDE HIGH EMPHASIS CROSSWALK (2-FT SOLID WHITE, 4 TYP) 18' 8 ' 1 0 ' 1 2 ' ******** ADVANCE AUTO PARTS VENETIAN SQUARE LONGWO O D - O V I E D O R O A D (SR-434) B L D G . ( 6 9 2 ± S F ) SITE BENCHMARK #1 EL = 42.70' (NAVD 88) N 1000.00 E 1000.00 N 1036.60 E 1279.55 N 1058.41 E 1196.16 N 1144.71 E 1114.21 N 1100.22 E 1117.34 N 1101.97 E 1132.87 N 1057.95 E 1137.85 N 1133.54 E 1073.06 N 1171.36 E 1124.95 N 1064.58 E 1220.05 N 1040.11 E 1085.69 N 1135.73 E 1094.46 N 1117.18 E 1123.11 N 1128.92 E 1136.37 8 VEHICLES STACKED (INC. WINDOW) C200 SI T E G E O M E T R Y P L A N SITE LEGEND PROPERTY BOUNDARY LIMITS OF CONC. PAVT. LIMITS OF NEW ASPHALT PAVEMENT 20' GENERAL NOTES 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE SHOWN ON PLANS. 2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TO BOUNDARY AND TOPOGRAPHIC SURVEY FOR ALL HORIZONTAL LINE DIMENSIONS. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION AND SUPPLY THEM WITH THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE, ALL REQUIRED SHOP DRAWINGS AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE 4. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE HIS ACTIVITIES, AS NECESSARY, TO INTERFACE SMOOTHLY WITH WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. 5. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISION. 8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL APPROVED PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL NOTIFY SUNSHINE LOCATORS FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION AT 1-800-432-4770, MONDAY THROUGH FRIDAY 7:00 AM TO 4:30 PM. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS (IF ANY) AND DO NOT SHOW SERVICE LINES. 11. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF-SITE AND MATERIALS TO BE DISPOSED OF OFF-SITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. ALL ON-SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED WITH SOD (BAHIA), UNLESS OTHERWISE NOTED. ALL OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED IN KIND. AT A MINIMUM, ALL PERVIOUS OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH BAHIA. 14. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF APPROVED CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THE ENGINEER OF RECORD AND ONE SET TO THE OWNER ONE WEEK AFTER COMPLETING CONSTRUCTION . 15. ALL CONTRACTORS, MUNICIPALITY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTATION. 16. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE MUNICIPALITY, THE PLANS, AND CONSTRUCTION SPECIFICATIONS. WHERE CONFLICTS OR OMISSIONS EXIST, THE MUNICIPALITY'S STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER AND/OR ENGINEER. 17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING MATERIALS. ANY MATERIAL, STRUCTURES, ETC. ORDERED PRIOR TO RECEIVING APPROVAL BY THE ENGINEER OF RECORD IS SUBJECT TO BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CONTACT THE ENGINEER FOR A LIST OF MINIMUM SHOP DRAWING MATERIALS TO BE SUBMITTED FOR REVIEW. 18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY DEWATERING PERMIT NECESSARY TO COMPLETE THE WORK SHOWN WITHIN THESE PLANS. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 19. PLANS AND SPECIFICATIONS REQUIRE THAT FILL REQUIRED FOR THE COMPLETION OF THE PROJECT SHALL BE COMPACTED. THE BACKFILL PLACED ALONG SIDE OF AND OVER ALL UTILITIES SHALL ALSO BE COMPACTED TO 98% OF MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T-180 UNLESS OTHERWISE SPECIFIED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS PERFORMED BY AN INDEPENDENT TESTING LABORATORY. THE CONTRACTOR SHALL PAY FOR ALL COMPACTION TESTS AND RE-TESTS. THE ENGINEER AND OWNER SHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFY BACKFILL COMPACTION. SITE DATA NAME OF DEVELOPMENT- THE HUMAN BEAN PARCEL ID. NO.- 26-20-30-5AR-0D00-0120 CURRENT ZONING- C-1 NEIGHBORHOOD COMMERCIAL SITE DESCRIPTION- ·VEGETATION: THE SITE IS CURRENTLY DEVELOPED AS A SHOPPING PLAZA WITH PARKING FIELD. ·JURISDICTIONAL LANDS: N/A WITHIN PROJECT AREA. ·DRAINAGE: STORMWATER TREATMENT AND ATTENUATION WILL BE PROVIDED BY EXIST. STORMWATER SYSTEM ON-SITE. THE SITE SAW A NET REDUCTION IN IMPERVIOUS AREA. NO ALTERNATION TO EXIST. STORMWATER MANAGEMENT SYSTEM IS REQUIRED. ·FEMA FLOOD ZONE(S): THE WHOLE SITE LIES WITHIN ZONE "X" PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM NO. 12117C0160F DATED REVISED SEPTEMBER 28, 2007. PROPOSED DEVELOPMENT- ·TOTAL PROPERTY AREA = 4.37-AC ·TYPE OF CONSTRUCTION - REDEVELOPMENT OF SOME OF THE EXIST. PARKING FIELD INC. DEMOLITION, DRIVE AISLES, PARKING SPACES, LANDSCAPE ISLANDS, DRIVEWAY CONNECTION AND CONSTRUCTION OF A NEW PARKING AREA AND COFFEE 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 NOTE 1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TO BOUNDARY AND TOPOGRAPHIC SURVEY BY ELLIS SURVEYS, LLC (24-1407, DATED 3/26/2024). 2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES AND LOCATIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. CONTRACTOR SHALL USE EXTREME CAUTION WHILE PERFORMING CONSTRUCTION AROUND OVERHEAD POWER LINES AND EXIST. UNDERGROUND UTILITIES. CONTRACTOR SHALL MAINTAIN MIN. COVER REQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES. BENCHMARK VERIFICATION 1.CONTRACTOR SHALL CHECK DESIGN SURVEY FOR BENCHMARK ELEVATION ACCURACY AND ELEVATIONS OF THOSE EXIST. IMPROVEMENTS TO REMAIN AND/OR TO MATCH GRADE WITH PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL ACKNOWLEDGE AGREEMENT WITH THESE ELEMENTS OF THE DESIGN SURVEY IN WRITING TO THE OWNER AND ENGINEER OF RECORD PRIOR TO COMMENCING SITEWORK. TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 20. HANDICAP RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY. 21. ALL PROPOSED IMPROVEMENTS WITHIN THE ROAD RIGHT-OF-WAY WILL BE DEDICATED TO THE AGENCY HAVING JURISDICTION FOR PUBLIC USE. 22. CONSTRUCTION OBSERVATION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 23 ALL SIDEWALKS SHALL BE HANDICAPPED ACCESSIBLE UNLESS OTHERWISE SHOWN. SIDEWALK REQUIREMENTS- ·THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%. ·IF THE LONGITUDINAL SLOPE OF THE SIDEWALK EXCEEDS 1:20 (5%), IT IS CONSIDERED A RAMP AND A LEVEL LANDING MUST BE PROVIDED FOR EVERY 30-IN CHANGE IN ELEVATION AND IN SUCH CASES HANDRAILS MAY BE REQUIRED. SIDEWALK CURB RAMP REQUIREMENTS- ·A LANDING MUST BE PROVIDED AT THE TOP OF RAMP WITH SLOPE 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 SURFACE THAT SPANS THE FULL WIDTH OF THE DROP/FLUSH CURB. 24. PARKING BAYS MEASUREMENT (I.E. "10 SPACES @ 9'=90-FT) IS FROM 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. TRIP GENERATION MANUAL, 11TH EDITION ITE LUC LAND USE SIZE WEEKDAY DAILY PEAK TRIPS AM PM 938 COFFEE SHOP DRIVE-THRU 1-LANE 46 WEEKDAY TOTAL DAILY TRIPS (ADT) = TRIP GENERATION 17 179 VEHICLE STACKING SITE PLAN NTS 3/ 2 5 / 2 0 2 5 RE S P O N S E T O P L A N N I N G A N D Z O N I N G B O A R D C O N D I T I O N S KS H 4 4 4 45 5 42.7± EXIST. 4 2 . 6 ± E X I S T . 4 2 . 7 ± E X I S T . 4 2 . 8 ± E X I S T . 4 2 . 9 ± E X I S T . 4 3 . 1 ± E X I S T . 43.2± EXIS T . 44. 5 0 43.5± EXIS T . 44. 0 0 44 . 2 0 43 . 7 0 43.0± EXIST. 43.3± EXIST. 43.4± EXIST. 43.0± EXIS T . 4 3 . 0 ± E X I S T . 43.53 43.55 43.60 43.4± EXIS T . 43.2± EXIS T . 43.2± EXIS T . 44. 0 5 43.7 5 43. 6 0 43. 1 0 44.15 43.65 H P 43 . 9 8 43 . 4 8 43 . 8 3 43 . 3 3 44. 0 5 43. 5 5 H P 4 4 . 0 0 4 3 . 5 0 43.90 43.40 43.55 43.05 43.85 43.35 F F E L = 4 3 . 9 0 - F T 43. 6 0 43. 1 0 44. 0 8 43. 5 8 H P 43 . 9 0 43.60 43.75 43 . 6 0 43.58 43. 5 8 73. 7 0 42.87 43 . 5 0 43 . 0 0 43 . 6 5 43 . 1 5 . 4 3 . 5 8 43. 8 0 43. 7 5 43. 2 5 43. 7 2 43. 2 2 4 3 . 7 0 4 3 . 2 0 4 3 . 7 5 4 3 . 2 5 44. 1 0 43. 6 0 H P 4 4 . 0 5 4 3 . 7 5 43.83 43.33 4 3 . 3 ± E X I S T . 43.3± EXIS T . 4 3 . 3 0 4 3 . 4 5 43 . 3 0 43.6 5 43.70 43.70 44.00 43.58 43. 9 3 43. 4 3 43. 8 0 43. 3 0 43.65 43.15 43.25 42.75 43.3 43.6 4 3 . 8 4 3 . 8 43 . 6 5 4 3 . 8 43. 8 5 44.0 44.0 43.8 44.0 43.9 44. 0 44 . 0 44 . 0 43.8 43 . 5 0 43.0± EXIS T . 43.0± EXIS T . 43.50 43.53 43.03 4 3 . 0 ± E X I S T . 4 3 . 5 0 43 . 9 2 43 . 4 2 43.95 43.45 43.8543. 6 0 4 2 . 8 ± E X I S T . 4 1 . 8 ± E X I S T . 4.0% 0 . 9 % 0 . 8 % 0. 7 % 0. 9 % 0.6% 0.6% 0 . 5 % 43.6 0 4 3 . 6 0 4 3 . 7 5 43.65 43.8 43.80 43.80 43.30 4 3 . 5 0 43.70 43 . 7 7 43 . 2 7 44.0 43.2± EXIS T . 4 3 . 5 8 4 3 . 0 8 43. 7 5 43. 2 5 4 3 . 0 5 4 2 . 8 ± E X I S T . 43. 3 3 44.00 43.90 4 3 . 8 0 43. 9 0 43. 9 0 43. 4 0 43.2± EXIS T . 43.70 44.10 43.6043.40 LP 43.90 43.95 43.75 4 3 . 2 7 43. 1 7 43. 1 0 4 3 . 5 8 4 3 . 5 8 42. 9 7 43.7 0 4 3 . 2 0 E X I S T . 4 2 . 8 ± 4 3 . 3 0 4 2 . 8 3 43 . 3 0 E X I S T . 4 3 . 2 0 4 2 . 9 ± 43 . 3 0 ADVANCE AUTO PARTS VENETIAN SQUARE LONGWO O D - O V I E D O R O A D (SR-434) SITE BENCHMARK #1 EL = 42.70' (NAVD 88) C300 PA V I N G , G R A D I N G , AN D D R A I N A G E P L A N 20' DRAINAGE LEGEND PROPERTY BOUNDARY EXIST. SPOT ELEVATIONS PROPOSED SPOT ELEVATIONS (EDGE OF PAVEMENT) (TOP OF CURB) (EDGE OF PAVEMENT) 75 . 0 0 75 . 0 0 74 . 5 0 97.00X PAVING AND DRAINAGE NOTES 1. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED ON PLANS. 2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TO SURVEY BY ELLIS SURVEYS, LLC. FOR ALL HORIZONTAL LINE DIMENSIONS. 3. TOPO INFORMATION SHOWN ON THESE PLANS PROVIDED BY SURVEY BY ELLIS SURVEYS, LLC. (NAVD 88). 4. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ON PLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACE WITH 12-IN STAPLES. 5. PROPOSED GRADING OF LANDSCAPED / ENHANCED AREAS DEPICT FINAL GRADES UPON NECESSARY FILL AND SODDING / GRASSING. 6. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF ANY EXCESS MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE TESTING COMPANY. 8. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. NO STANDING WATER ("BIRDBATHS") SHALL REMAIN WITHIN THE PARKING AREAS INCLUDING THOSE AREAS NEXT TO THE INLET. ALL SLOPES SHALL PROVIDE POSITIVE DRAINAGE INTO THE INLETS. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER A MINIMUM OF FORTY-EIGHT(48) HOURS PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 9. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAIL AS SHOWN IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). 10 ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED AND REPLACED 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 CONSTRUCTED WITH 3,000-PSI (AT 28 DAYS) CONCRETE UNLESS OTHERWISE NOTED. 13. ALL CURBS SHALL HAVE CONTRACTION JOINTS AT INTERVALS NOT TO EXCEED 10-FT ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 14. ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISHED GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. ANY SOD INSTALLED ADJACENT TO CURBS AND SIDEWALKS SHALL BE INSTALLED FLUSH WITH THE TOP OF SAID CURB/SIDEWALK, IN ORDER TO PROVIDE A SMOOTH GRADE TRANSITION AND ALLEVIATE TRIPPING HAZARDS. 15. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES AND TESTED OR INSPECTED PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL 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 THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. EXCESS MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. THE OWNER MAY, AT HIS SOLE DISCRETION, REQUIRE THE CONTRACTOR, AT NO ADDITIONAL EXPENSE TO THE OWNER, TO PROPERLY REMOVE AND DISPOSE OF ANY EXCESS MATERIAL, WHETHER USEABLE OR ORGANIC. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALL OTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 19. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY AND BE PLACED COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. 20. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 21. CONTRACTOR TO PROVIDE A 1/2-IN TO 1-IN BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENTS OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.). 22. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT LIMITED TO, PAVEMENT WIDTHS, PAVEMENT CROSS SLOPES, AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. THE AS-BUILT SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR AND SHALL BE IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS DEFINED IN CHAPTER 61G-17.006, FAC. 23. FOR SPECIFIED REINFORCED CONCRETE PIPE (RCP), THE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. 24. ALL STORM PIPE JOINTS AT STRUCTURE CONNECTIONS SHALL BE FILTER FABRIC WRAPPED PER DETAIL SHOWN IN FDOT INDEX NO. 201. ALL STORM PIPE JOINTS SHALL HAVE A FILTER FABRIC JACKET PER DETAIL SHOWN IN FDOT INDEX NO. 280. ALL STORM STRUCTURE BOTTOMS (NOT INCLUDING SUMP STRUCTURES) SHALL HAVE GROUTED BOTTOMS AS SPECIFIED IN 'ALL PIPE TYPES DRAINAGE STRUCTURE INVERT' DETAIL IN FDOT INDEX NO. 201. UTILITY COORDINATION NOTE 1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TO BOUNDARY AND TOPOGRAPHIC SURVEY BY ELLIS SURVEYS, LLC (24-1407, DATED 3/26/2024). 2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES AND LOCATIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. CONTRACTOR SHALL USE EXTREME CAUTION WHILE PERFORMING CONSTRUCTION AROUND OVERHEAD POWER LINES AND EXIST. UNDERGROUND UTILITIES. CONTRACTOR SHALL MAINTAIN MIN. COVER REQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES. AS-BUILT NOTE UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK, TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE ENGINEER OF RECORD. TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTING LABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RETESTING. BENCHMARK VERIFICATION 1.CONTRACTOR SHALL CHECK DESIGN SURVEY FOR BENCHMARK ELEVATION ACCURACY AND ELEVATIONS OF THOSE EXIST. IMPROVEMENTS TO REMAIN AND/OR TO MATCH GRADE WITH PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL ACKNOWLEDGE AGREEMENT WITH THESE ELEMENTS OF THE DESIGN SURVEY IN WRITING TO THE OWNER AND ENGINEER OF RECORD PRIOR TO COMMENCING SITEWORK. TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 25. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SEWER (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION). 26. CONNECT ALL ROOF DRAINS TO DRAINAGE SYSTEM USING 6" HDPE PIPE AT A MIN. SLOPE OF 1% USING APPROPRIATE FITTINGS AS NECESSARY. ALL FITTINGS SHALL BE 30" MIN. BELOW FINISHED GRADE. PROVIDE CLEANOUTS FOR ALL ROOF DRAINS. (REFER TO ARCHITECTURAL PLANS FOR EXACT SIZES AND LOCATIONS.) 27. CONTRACTOR SHALL CONNECT HDPE TO RCP WITH INTERNAL COUPLER SPIGOT ADAPTER, WRAPPING THE JOINT WITH A NON-WOVEN GEOTEXTILE MATERIAL, AND POURING A CONCRETE COLLAR AROUND THE CONNECTION. BACKFILL PER ASTM D2321. 28. UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROVIDE 20' MIN. UNDERDRAIN STUB-OUTS TO EACH SIDE OF EACH STORM INLET. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN WILL BE BASED ON TEST HOLE OBSERVATIONS AT THE TIME OF ROADWAY CONSTRUCTION. 29. THE ENTIRE BUILDING AREA PLUS 5-FT BEYOND THE EDGE OF EACH FOUNDATION SHOULD BE CLEARED AND GRUBBED. REMOVE AND REPLACE ANY UNSUITABLE MATERIAL. BACKFILL WITH STRUCTURAL FILL IN 12-IN LIFTS TO THE PROPOSED GRADE SHOWN ON PLAN. COMPACT TO 98% DENSITY AASHTO 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 THE CONSTRUCTION PLANS AND AS SHOWN IN THE DETAIL INCLUDED HEREIN. THE SIDEWALK SHALL BE CONSTRUCTED OF 4-IN OF CONCRETE UNLESS OTHERWISE NOTED. 31. WHERE SIDEWALK IS PROPOSED TO MEET BUILDING FINISHED FLOOR, SPOT ELEVATIONS SHALL NOT TO BE LOWER THAN FINISHED FLOOR ELEVATION BY MORE THAN 0.50-IN (0.04-FT). 32. CONSTRUCTION OF THE ROADWAY SHALL BE IN ACCORDANCE WITH THE PAVEMENT SECTION INCLUDED IN THESE PLANS AND THE GEOTECHNICAL REPORT. ANY CONFLICTS BETWEEN THE PAVEMENT SECTION SHOWN WITHIN THESE PLANS AND THE GEOTECHNICAL REPORT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONTRACT BID. NO ADDITIONAL COMPENSATION WILL BE GIVEN TO THE CONTRACTOR FOR BIDDING THE WRONG PAVEMENT SECTION. SUBGRADE PREPARATION AND PAVEMENT INSTALLATION SHALL CONFORM TO FDOT STANDARDS AND GEOTECHNICAL REPORT RECOMMENDATIONS. 33. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCES AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 34. CONTRACTOR SHALL REFER TO PROJECT GEOTECHNICAL REPORT FOR SOIL 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. WATER QUALITY TREATMENT VOLUME CALCULATIONS WITHIN 0.39±AC PROJECT AREA PRE-DEVELOPMENT IMPERVIOUS AREA = 13,347-SF POST-DEVELOPMENT IMPERVIOUS AREA = 11,319-SF * IMPERVIOUS AREA NET REDUCTION = 2,028-SF (15.2%) IN POST CONDITIONS. 45 6 F F E L = 4 3 . 9 0 - F T EXIST. 6- I N W M EXIST. 6-IN WM POTABLE SERVICE 1 - 6" X 1.50" SERVICE SADDLE 1 - 1.50" GATE VALVE AND BOX 2 - 1.50" 90° BENDS 1 - 1.50" WATER METER W/ CORP. STOP 1 - 1.50" REDUCED PRESSURE BFP 1 - 1.50" CAP (CONNECT TO PLUMBING) IRRIGATION SERVICE 1 - 6" x 1" SERVICE SADDLE 1 - 1" GATE VALVE AND BOX 2 - 1" 90° BENDS 1 - 1" IRR. METER W/ CORP. STOP 1 - 1" REDUCED PRESSURE BFP 1 - 1" CAP (CONNECT TO IRRIGATION) CONNECT TO EXIST. 6-IN WM (CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONST.) W1 . 5 0 " 1.50" PVC (DR21) POTABLE SERVICE W 1" W 1" W 1" 1" PVC (DR21) POTABLE SERVICE TO DUMPSTER 2 - 1" 45° BENDS 1 - 1" 22.50° BEND 1 -1" x 3/4" TEE 1 - 3/4" SHUT-OFF VALVE 2 - 3/4" 90° BENDS 1 - 3/4" HOSE BIB (HOSE BIB MOUNTED TO WALL PER CITY OF WINTER SPRINGS STDS.) 1 - 1" CAP (CONNECT TO PLUMBING) SHOWN PER FDOT RECORDS FOR SR-434 EXIST. 6' FLORIDA PUBLIC UTILITIES CO. EASEMENT LONGWO O D - O V I E D O R O A D (SR-434) SITE BENCHMARK #1 EL = 42.70' (NAVD 88) CONTRACTOR SHALL CORE EXIST. SAN. MH (PRIVATE). CONTRACTOR SHALL TAKE CARE IN PROTECTING AND STABILIZING EXIST. MH AND IMPROVEMENTS. CONTRACTOR SHALL REPAIR AND RESTORE STRUCTURE / IMPROVEMENTS TO EXIST. CONDITIONS AS NECESSARY. CONTRACTOR SHALL RECONSTRUCT 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-LF OF 6" PVC (SDR26) @ 1% MIN. SLOPE TO DRAIN WITHIN DUMPSTER AREA. 1 - 12.50" SQ. DRAIN W/ FRAME 1 - 4" P-TRAP ** **CONTRACTOR SHALL CONNECT TO EXIST. 8-IN SAN. GRAVITY LINE. CONTRACTOR SHALL TAKE CARE IN PROTECTING AND STABILIZING EXIST. SAN. GRAVITY LINE. CONTRACTOR SHALL REPAIR AND RESTORE IMPROVEMENTS TO EXIST. CONDITIONS AS NECESSARY. C.O. INV. EL = 41.00 APPROX. 54-LF OF 4" PVC (SDR26) @ 1% MIN. C400 WA T E R A N D S E W E R P L A N WATER AND SEWER NOTES 1. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AT THE TIME OF PREPARATION OF THESE PLANS AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL ALSO EXPOSE ALL EXISTING UTILITIES AT THE CROSSINGS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH THE EXISTING UTILITIES. ANY CORRECTIONS, REPERMITTING, OR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO EXPOSE THE EXISTING UTILITIES PRIOR TO COMMENCING ANY UNDERGROUND WORK SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND NO EXTRA COMPENSATION OR TIME WILL BE ALLOWED. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 2. CONTRACTOR SHALL LOCATE ALL EXIST. UTILITIES AND VERIFY SIZES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL EXIST. UTILITIES REQUIRED FOR CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO POWER, IRRIGATION, VALVES, AND RESETTING MANHOLE TOPS. ALL EXIST. IMPROVEMENTS SHALL BE REPAIRED, RELOCATED, AND REPLACED TO EXIST. CONDITIONS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING SANITARY SEWER AND WATER MAIN LOCATIONS AND INVERTS PRIOR TO CONSTRUCTION. IF THERE IS SIGNIFICANT DISCREPANCY (±1'), CONTACT THE PROJECT ENGINEER IMMEDIATELY. 4. ALL EXISTING WATER, FORCE, GRAVITY AND RECLAIMED WATER MAINS, AND OTHER FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 5. CONTRACTOR SHALL ADJUST VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, ETC., IN CONFLICT WITH CONSTRUCTION. 6. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO UTILITIES' MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY UTILITIES, UTILITIES MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR. 7. ALL EXISTING AND NEW UTILITIES VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. ALL EXISTING ABOVE GROUND VALVES ARE TO BE RELOCATED, AS REQUIRED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING THE CONTACT AND PHONE NUMBER FOR THE APPROPRIATE UTILITIES DISPATCH OPERATOR TO BE NOTIFIED FOR EMERGENCIES. 9. ALL NEW WATER & SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR OR LICENSED MASTER PLUMBER, MUST BE SCHEDULED 48 HOURS IN ADVANCE THROUGH CITY OF WINTER SPRINGS. 10. FOR ALL STANDARD DETAILS, SEE CITY OF WINTER SPRINGS STANDARD SPECIFICATIONS & DETAILS, LATEST REVISIONS. 11. ONLY UTILITIES SHALL OPERATE WATER, WASTEWATER, AND RECLAIMED WATER VALVES. COORDINATE VALVE OPERATION WITH APPROPRIATE UTILITIES INSPECTOR. 12. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED. DO NOT CONNECT ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY UTILITIES. 13. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE PLANS ARE INTENDED TO MAINTAIN THE INTEGRITY OF THE VARIOUS JURISDICTIONAL WATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROPRIATE JURISDICTIONAL UTILITY MANUAL. 14. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT 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 DETAILS AND SPECS. 17. CONTRACTOR SHALL INSTALL ALL PROPOSED BACKFLOW PREVENTERS 12-IN ABOVE FINISH GRADE. 18. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ON PLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACE WITH 12-IN STAPLES. 19. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, LATEST EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES". [F.A.C. 69A-60.005(2)] UTILITY SEPARATION - WATER MAINS PARALLEL TO OTHER UTILITIES 1. A 3-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSED VACUUM - TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC. 2. A 6-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSED GRAVITY - TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST 3-FT BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY - TYPE SANITARY SEWER IF THE BOTTOM OF THE 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 THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSED PRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC. 4. A 10-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THE OUTSIDE 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 AT LEAST 3-FT FROM ALL JOINTS IN VACUUM - TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 FAC, AND AT LEAST 6-FT FROM ALL JOINTS IN GRAVITY - OR PRESSURE - TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. UTILITY SEPARATION - WATER MAINS CROSSING OTHER UTILITIES 1. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSS ANY EXIST. OR PROPOSED GRAVITY - OR VACUUM - TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6-IN ABOVE THE OTHER PIPELINE OR AT LEAST 12-IN BELOW THE OTHER PIPELINE. 2. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSS ANY EXIST. OR PROPOSED PRESSURE - TYPE SANITARY SEWER, WASTEWATER OR STORM FORCE MAIN, OR PIPE LINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12-IN ABOVE OR BELOW THE OTHER PIPELINE. 3. AT ANY UTILITY CROSSING, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTING LABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RETESTING. AS-BUILT NOTE UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK, TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE ENGINEER OF RECORD. UTILITY COORDINATION NOTE 1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TO BOUNDARY AND TOPOGRAPHIC SURVEY BY ELLIS SURVEYS, LLC (24-1407, DATED 3/26/2024). 2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES AND LOCATIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. CONTRACTOR SHALL USE EXTREME CAUTION WHILE PERFORMING CONSTRUCTION AROUND OVERHEAD POWER LINES AND EXIST. UNDERGROUND UTILITIES. CONTRACTOR SHALL MAINTAIN MIN. COVER REQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES. BENCHMARK VERIFICATION 1.CONTRACTOR SHALL CHECK DESIGN SURVEY FOR BENCHMARK ELEVATION ACCURACY AND ELEVATIONS OF THOSE EXIST. IMPROVEMENTS TO REMAIN AND/OR TO MATCH GRADE WITH PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL ACKNOWLEDGE AGREEMENT WITH THESE ELEMENTS OF THE DESIGN SURVEY IN WRITING TO THE OWNER AND ENGINEER OF RECORD PRIOR TO COMMENCING SITEWORK. 20' TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FIRE DEPARTMENT NOTES 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.5.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 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 CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8. ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. 45 7 C401 FI R E A N D S O L I D W A S T E TU R N I N G M O V E M E N T S 30' TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 30' GARBAGE TRUCK DIMENSIONS NTS 33.83' 4.87'17.67' WIDTH : 8.46' TRACK : 8' LOCK TO LOCK TIME : 6.0 STEERING ANGLE : 45° 7.83'20.58' 48.50' WIDTH (W/ MIRRORS): 10.00' TRACK : 9.00' LOCK TO LOCK TIME : 6.0 STEERING ANGLE : 40.2° INSIDE TURNING RADIUS : 19.83' AERIAL TOWER FIRE TRUCK DIMENSIONS FIRE TRUCK MOVEMENT NTS SOLID WASTE MOVEMENT NTS FIRE DEPARTMENT NOTES 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.5.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 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 CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21⁄2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8. ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. NTS 45 8 NOTE TEMP. SILT-FENCE SINGLE ROW ALONG INSIDE OF PERIMETER OF P/L AND DOUBLE ROW LANDWARD OF ALL WETLAND BUFFERS. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES SHALL BE UTILIZED BY THE CONTRACTOR AS NEEDED BASED ON ACTUAL SITE CONDITIONS. FDOT APPROVED TEMPORARY SILT-FENCE PRE-ASSEMBLED IN 100-FT ROLLS UTILIZING 2"X2"X4" WOODEN POSTS AT 8-FT O.C. MAXIMUM WITH 3-FT OF WOVEN GEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC. 985-4, SIMILAR & EQUAL TO THAT SUPPLIED BY FIFIPIPE CO. OF TAMPA, FL. NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS FOLLOWS- 1. SILT-FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, 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 LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED, AND SEEDED. SILT-FENCE FABRIC SILT-FENCE POST (INCLINE POSTS 20° TOWARDS FLOW) FLOW DIRECTIONEXISTING GROUND 8" (MIN) TYPICAL SILT-FENCE DETAIL NTS NOTES 1. 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 SIDE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS. 4. 6-IN SUBBASE TO BE COMPACTED AND TESTED TO 98% DENSITY WITH MIN. LBR 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST. 5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB. 6. ALL EXPOSED CORNERS TO BE ROUNDED AT 2" MIN. RADIUS. 6" 18" 6" 6" R2" 12" TYPE "D" CURB NOTE CONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT AS LISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES AND RECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'S RECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN. 12" LIGHT DUTY ASPHALT PAVEMENT SECTION (TYP) 1.50" 6" 24" TYPICAL SIDEWALK SECTION 3' SIDEWALK NOTES 1. 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 BRIDGE CONSTRUCTION, SECTION 520-8. 11. MINIMUM SIDEWALK WIDTH 5-FT. COMPACTED SUBGRADE UNDER SIDEWALK 95% MAX. DENSITY (A.A.S.H.T.O. T-180). 6" 4"3" 4" 8" PAVEMENT 6"x6" 10/10 WIRE MESH SIDEWALK @ ASPHALT PAVEMENT COMPACTED SUBGRADE UNDER SIDEWALK 95% MAX. DENSITY (A.A.S.H.T.O. T-180). TURN DOWN AS REQUIRED TO KEEP "A" = 3" MIN. BELOW ADJACENT GRADE. 4" A 4" 8" SIDEWALK @ GRADE BROOMED FINISH 6"x6" 10/10 WIRE MESH BROOMED FINISH EXIST. ASPHALT PAVEMENT BUTT JOINT DETAIL (TYP) 24" SAW CUT AND TACK COAT EDGE EXIST. BASE EXIST. SUB-BASE PROPOSED ASPHALT PROPOSED BASE PROPOSED SUB-BASE 2' 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-9.5 COMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE (A.S.T.M. D-1557, A.A.S.H.T.O. T-180). COMPACTED SUBGRADE UNDER SIDEWALK 95% MAX. DENSITY (AASHTO T-180). 4"3" 4" 8" PAVEMENT 6"x6" 10/10 WIRE MESH AT ASPHALT PAVEMENT BROOMED FINISH (ON-SITE ONLY) HANDICAP PAVEMENT MARKINGS 5.50' 6.15" 13" 6" 2" 12" 6" 6" 6" 6" 1' R2' R1.50' R2' 4.06" 6.76" WHITE PAINT 24" NOTE HANDICAP PAVEMENT MARKINGS SHALL ADHERE TO LOCAL CODE IF DIFFERENT THAN THAT SHOWN. HANDICAP SPECIAL SIGN DETAIL NTS PERMIT ONLY DISABLED PARKING BY 1' 1.50' 7' 3.50' (MIN.) 2" 1.50' PROPOSED GRADE 1.50' DIA. CONCRETE BASE "U" CHANNEL POLE $250.00 FINE SIGN 1'x1.50'x0.08" ALUMINUM HANDICAPPED PARKING SIGN. SIGN TO READ "PARKING BY DISABLED PERMIT ONLY", BOLT TO STEEL TUBE WITH (2) 1/8" CADIUM PLATED BOLTS, NUTS, AND WASHERS. NOTE HANDICAPPED PARKING SIGN SHALL CONFORM WITH CURRENT STATE, LOCAL, AND FEDERAL CODES AND REGULATIONS. 24" 2.50' 4" CONC. FILLED STEEL PIPE WITH PAINTED YELLOW FINISH HANDICAP PARKING SIGN DETAIL WITH BOLLARD SIDEWALK PERFORATED PIPE WRAPPED IN FILTER FABRIC COMPLETED / EXISTING INLET CURB & GUTTER BMP DETAIL NTS 6" 12" PORTLAND CEMENT PAVEMENT WITH 6" X 6" 6/6 W.W.M. WITH COMPRESSION STRENGTH 4,000 P.S.I. @ 28 DAYS STABILIZED SUBGRADE MINIMUM LBR 40, MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO 98% MAXIMUM DENSITY (AASHTO T-180). TYPICAL CONCRETE PAVING SECITON 24" NOTE CONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT AS LISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES AND RECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'S RECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN. CONC. DUMPSTER PAD WITH 6-FT HIGH CMU WALL FOR 15'x15' ENCLOSURE. PAINT TO MATCH PROPOSED BUILDING. 2 - 6"Ø BOLLARDS AT BACK OF ENCLOSURE 2 - 6"Ø BOLLARDS AT SIDE NTS DUMPSTER ENCLOSURE DETAIL 6"8" 2.50' 24" No. 4 BARS AT 12" O.C. EW 4,000 PSI CONCRETE SUBGRADE COMPACTED TO 98% AASHTO T-180 DUMPSTER PAD PAVEMENT SECTION ANCHOR WITH No.6 BARS 16" IN LENGTH 18"4.50' 10" 6" 9"4.50" (2) No.4 REINFORCEMENT BARS WHEEL STOP DETAIL 24" 15' 15 ' 6' 2' DIA. (MIN) CONC. BASE 2,5000-PSI NTS 6" CONC. FILLED STEEL PIPE (OR DIP) W/ PAINTED YELLOW FINISH DUMPSTER BOLLARD DETAIL 3' (MIN) 6" 4' ROUNDED CAP FINISHED GRADE 7' GALVANIZED SQUARE POST STOP SIGN DETAIL NTS 30" 30" NOTE STOP SIGN SHALL BE LOCATED 6-FT TO 12-FT FROM ADJACENT BACK OF CURB (TYP). 2' DIA. (MIN) CONC. BASE 2,5000-PSI NTS 4" CONC. FILLED STEEL PIPE (OR DIP) W/ PAINTED YELLOW FINISH BOLLARD DETAIL 3' (MIN) 6" 4' ROUNDED CAP FINISHED GRADE C500 PA V I N G A N D DR A I N A G E D E T A I L S TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 45 9 C501 WA T E R D E T A I L S TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 46 0 INV. ELEVATION ON PLANS GIVEN AT THIS POINT P.V.C. WYE BRANCH FINISHED GRADE D.I. LAMP HOLE COVER, SIMILAR OR EQUAL TO "NEENAH FOUNDRY CO." FIG. NO. R-1971 P.V.C. STOPPER 12" MIN. 45° CLEANOUT DETAIL 24" NOTE IN AREAS OF PAVEMENT, SIDEWALKS, ETC., BRASS CAPS FLUSH WITH FINISHED GRADE SHALL BE USED. THREADED CAP OR 12" X 12" X 6" SQUARE CONC. PAD W/ #4 REBAR C502 SE W E R D E T A I L S TH E H U M A N B E A N SI T E R E D E V E L O P E M N T 26 0 E . S R - 4 3 4 W I N T E R S P R I N G S , F L O R I D A 3 2 7 0 8 DE S C R I P T I O N O F R E V I S I O N NO RE V B Y DA T E 1 APPROVED: KSHCHECKED: DJDRAWN: DJDESIGN: 6/20/2024START: AS NOTEDSCALE: JOB NO. 160003 23456 FL O R I D A WI N T E R S P R I N G S © M E I P A R T N E R S - 2 0 2 4 16 0 0 0 3 - T H E H U M A N B E A N S I T E R E D E V E L O P M E N T SHEET KEVIN S. HEBERT, PE 60108 9/ 1 0 / 2 0 2 4 ww w . m e i - p a r t n e r s . c o m M E I PA R T N E R S KSH Wi n t e r P a r k , F L 3 2 7 9 2 C A 3 3 1 5 4 P: 3 2 1 . 2 0 3 . 2 8 5 2 | F : 3 2 1 . 2 0 3 . 2 9 4 8 10 3 5 S . S e m o r a n B l v d . , S u i t e 1 0 2 9 RE S P O N S E T O C I T Y C O M M E N T S KS H 10 / 2 4 / 2 0 2 4 RE S P O N S E T O C I T Y C O M M E N T S KS H 6/ 1 6 / 2 0 2 5 FI E L D A D J U S T M E N T F O R P A V E M E N T M A T E R I A L KS H 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 AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 46 1