OAKFIELD LAKES 12" Reclaimed Water Extension

4 5 6 7 8 9 10 15 16 17 18 19 20 21 22 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 10 11 12 13 36 25 24 14 15 16 17 18 19 20 21 22 23 26 27 28 29 30 31 32 33 34 35 12 36 Sawgrass Big Hells Half Little Redfish Cr. Buffalo Canal Cr. Golf Course Spencer Jim Davis Rd. Parish Rd. Erie Road Carter Road Buckeye Road Road Buckeye Bud Rhoden Rd. Piney Pt. Rd. 85th St. E. Bliss Tower Fortner Cem. PARRISH Erie Rd. Bishop Moccassin Road Wallow GilletteRd. Exit 229 Exit 228 Exit 2 CSX. CSX. TRANS. TRANSPORTATION Palm View Rubonia Piney Pt. Erie PARRISH Harbor Rd. A 49 GILLETTE Pritchard Rd. Chie Rd. Cabbage MANATEE AIRPORT Grass Farm Rd. Gamble 13 Curiosity Slu P P P P FS S 6 62 41 275 75 301 301 93 45 93A 43 43 10 10 675 R-18-E KEY SHEET G-001 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 7978 Cooper Creek Blvd., Suite 102 University Park, Florida 34201 Phone: 941.348.3824 Fax: 813.275.9729 www.wraengineering.com Engineering ~ Environmental Water Resource ~ Survey FINAL SITE PLAN AND CONSTRUCTION PLANS FOR EPG BUCKEYE RD DEVELOPMENT, LLC NORTH Parcel ID: 589100109 Manatee County, Florida PREPARED FOR EPG Buckeye Rd. Development LLC., 111 South Armenia Avenue, Suite 201 Tampa, FL 33609 Section 1, Township 33 S, RANGE 18 E PROPERTY ADDRESS 11100 Buckeye RD, Palmetto, FL 342191 NOTES: 1. THERE ARE NO KNOWN FOUNDATIONS, MOUNDS OR MIDDEN AREAS OF HISTORIC ORIGIN, EXISTING EASEMENTS OR PLATTED STREETS LOCATED ON THIS SITE. 2. DEVELOPMENT WILL COMMENCE UPON FINAL SITE PLAN APPROVAL AND WILL BE COMPLETED IN A SINGLE PHASE IN ACCORDANCE WITH THE CLOS, AS MAYBE AMENDED. 3. SANITARY SEWER AND POTABLE WATER WILL BE CONSTRUCTED TO MANATEE COUNTY STANDARDS AND PRIVATELY MAINTAINED. RECLAIMED WATER WILL BE CONSTRUCTED TO MANATEE COUNTY STANDARDS AND BE PRIVATELY MAINTAINED. 4. DUMPSTER PAD WILL BE SCREENED IN ACCORDANCE WITH SECTIONS 728 AND 715 OF THE MANATEE COUNTY LAND DEVELOPMENT CODE. 5. A HOSE BIB AND GREASE TRAP SHALL NOT BE REQUIRED. 6. ALL PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE A MINIMUM OF 18" ABOVE THE CROWN OF THE ADJACENT ROADWAY OR IF WITHIN THE 100 YEAR FLOOD PLAIN, A MINIMUM OF ONE FOOT ABOVE THE 100 YEAR FLOOD ELEVATION. 7. ALL OUTDOOR LIGHTING WILL BE IN COMPLIANCE WITH SECTION 806 OF THE LAND DEVELOPMENT CODE,. ADDITIONAL DETAILS WILL BE PROVIDED WITH THE FINAL SITE PLAN. 8. IRRIGATION WILL BE PROVIDED BY THE LOWEST QUALITY WATER AVAILABLE TO MEET THE IRRIGATION NEEDS. THE USE OF POTABLE WATER FOR IRRIGATION SHALL NOT BE USED. WATER SOURCE TO BE RECLAIMED WATER PROVIDED BY BRADEN RIVER UTILITIES. 9. SIGNAGE WILL COMPLY WITH THE MANATEE LAND DEVELOPMENT CODE WHERE APPLICABLE 10. PROPOSED USE - EDUCATION 11. NO WETLANDS ARE ON SITE OR WITHIN THE PROJECT LIMITS. 12. PROJECT AREA IS WITHIN THE EVERS RESERVOIR WATERSHED AND SPECIAL TREATMENT OVERLAYS. 13. APPROXIMATE CONSTRUCTION SCHEDULE IS: START: TBD END: TBD 14. NO WELLS WERE FOUND ONSITE, IF ANY WELLS ARE FOUND THEY WILL BE PROPERLY ABANDONED. 15. PROJECT AREA IS WITHIN THE EVERS RESERVOIR WATERSHED OVERLAY AND SPECIAL TREATMENT OVERLAY. WRA Plot Date: CAD File Path: 2023 3/29/2022 1:29:16 PM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\KEYSRD01.DWG ISSUED FOR: JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: EPG BUCKEYE RD DEVELOPMENT, LLC 2283 1 33 S 18 E LD LD CC Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 R E V I S I O N S PROJECT LOCATION CHIPLEY TALLAHASSEE JACKSONVILLE ST AUGUSTINE GAINESVILLE OCALA DELAND 4 NEW PORT RICHEY TAMPA 4 LAKELAND MELBOURNE - COCOA ORLANDO BARTOW ST PETERSBURG FT PIERCE FT MYERS FT LAUDERDALE MIAMI NAPLES KEY WEST FORT WALTON BEACH PENSACOLA WEST PALM BEACH FLORIDA TURNPIKE PANAMA CITY LAKE CITY DAYTONA BEACH SARASOTA - BRADENTON BEE LINE EXPRESSWAY 75 75 95 75 275 75 295 10 95 75 10 BEGINNING OF PROJECT ℄ CONST BUCKEYE RD. STA. 243+65.00 ENDING OF PROJECT ℄ CONST BUCKEYE RD. 280+00.00 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 12" PVC RECLAIM WATER - BUCKEYE RD Sheet List Table Sheet Number Sheet Title G-001 KEY SHEET G-002 SIGNATURE SHEET C-619 ROADWAY PROFILE C-620 ROADWAY PROFILE C-621 ROADWAY PROFILE C-622 ROADWAY PROFILE C-623 UTILITY DETAILS C-624 UTILITY DETAILS C-625 UTILITY DETAILS SWFWMD COUNTY * * Sheet List Table Sheet Number Sheet Title G-001 KEY SHEET G-002 SIGNATURE SHEET C-619 ROADWAY PROFILE C-620 ROADWAY PROFILE C-621 ROADWAY PROFILE C-622 ROADWAY PROFILE C-623 UTILITY DETAILS C-624 UTILITY DETAILS C-625 UTILITY DETAILS * * * * * * * * * * WRA Plot Date: CAD File Path: 2023 3/31/2022 9:05:36 AM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\KEYSRD01.DWG R E V I S I O N S SIGNATURE SHEET G-002 ISSUED FOR: JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: EPG BUCKEYE RD DEVELOPMENT, LLC 2283 1 33 S 18 E LD LD CC Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 * * * * * * STATE OF ✩ ✩ ✩ No. P R O F E S S I O N A L E N G I N E E R C L I N T R Y A N C U F F L E F L O R I ' A 69139 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C. WRA ENGINEERING LLC. 4260 W LINEBAUGH AVE, TAMPA, FL 33624 CLINT RYAN CUFFLE, P.E. NO. 69139 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY 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. 87 88 89 90 90 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE W W S S R R W W 6 7 8 9 6 7 8 9 W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± SHELL DRIVE 18" CMP W.INV.=15.28 (TOP CRUSHED) E.INV.=14.40 18" CMP W.INV.=13.97 E.INV.=13.90 HOG WIRE FENCE HOG WIRE FENCE BARBED WIRE FENCE 551'-12" PVC RCW W W W W W ℄ CONST. BUCKEYE RD. EXIST. FORCEMAIN TO REMAIN 239 240 241 242 243 244 245 246 247 248 249 250 251 PI STA. 241+62.48 PI STA. 250+75.81 W W W W W W W W W > > > > > > > > > > > > > > > > > > > > W W W 3'-12" PVC RCW 2'-12" PVC RCW 1'-12" PVC RCW 1'-12" PVC RCW 12" GV 12" - 45° BEND 12" - 45° BEND 12'' 22.5 MJ 12" - 45° BEND 68'-12" PVC RCW 39'-12" PVC RCW 12'' 22.5 MJ 7'-12" PVC RCW 107'-12" PVC RCW 4'-12" PVC RCW 37'-12" PVC RCW 12" GV 12'' 45 MJ 91'-12" PVC RCW 1'-12" PVC RCW 1'-12" PVC RCW 1'-12" PVC RCW 3'-12" PVC RCW 12" GV 12" - 45° BEND 12" - 45° BEND 12'' 11.25 MJ ℄ CONST. SAWGRASS BLVD. ℄ CONST. BUCKEYE RD. FUTURE 8" PVC WM FUTURE 6" PVC FM FUTURE 12" PVC RCWM FUTURE. 8" PVC WM 88 89 90 91 92 0 1 2 3 4 5 6 7 8 9 > W W W W 0 1 2 3 4 4 JB BR-4 JB BR-8 MES BR-7 JB BR-3 JB BR-10 JB BR-12 CI BR-12 FUTURE 6" PVC FM FUTURE 16" PVC WM REMOVE CAP AND CONNECT TO 20" RCWM (PLN2307-0235) 120' R/W LINE R/W LINE 42'-12" PVC RCW 8'-12" PVC RCW 7'-12" PVC RCW 4'-12" PVC RCW 3'-12" PVC RCW 12" GV 12" GV 12'' 45 MJ 12'' CAP 12'' 22.5 MJ 12'' TEE 41'-12" PVC RCW 12'' 11.25 MJ 34'-12" PVC RCW 12'' 11.25 MJ 1' - 20" PVC RCW 20''X12'' REDUCER MJ 3'-12" PVC RCW 5'-12" PVC RCW 2'-12" PVC RCW 3'-12" PVC RCW 3'-12" PVC RCW 1'-12" PVC RCW 8'-12" PVC RCW 12" GV 12'' 45 MJ 12'' 45 MJ 12'' 22.5 MJ 12'' 22.5 MJ 12'' 22.5 MJ 2'-12" PVC RCW 6'-12" PVC RCW 12" GV 12'' CAP 20''X12'' TEE 5' - 20" PVC RCW 3' - 20" PVC RCW 23' - 20" PVC RCW 44' - 20" PVC RCW 20" GV 20" 22.5 BEND elbow-20 in-45 degree-push on-ductile iron-350 psi-AWWA C110/C111/C153 20" 22.5 BEND 20" 22.5 BEND 80' - 20" PVC RCW 10' - 20" PVC RCW 20" 22.5 BEND 86' - 36" STEEL CASING 37' - 24" STEEL CASING 38' - 24" STEEL CASING FUTURE 104 LF OF 18" RCP @ 0.65% 317 LF OF 18" RCP @ 0.21% FUTURE 183 LF OF ???" RCP @ -0.18% FUTURE 137 LF OF 18" RCP @ 0.20% FUTURE 80 LF OF 18" RCP @ 0.18% FUTURE 105 LF OF 18" RCP @ 0.20% FUTURE 141 LF OF 18" RCP @ 0.20% FUTURE 183 LF OF 18" RCP @ -0.18% FUTURE 299 LF OF 18" RCP @ 0.20% FUTURE 13 LF OF 18" RCP @ 0.00% 86' - 20" PVC RCW -6 -4 0 4 8 12 16 20 24 28 -6 -4 0 4 8 12 16 20 24 28 1+00 2+00 3+00 4+00 PROPOSED GROUND ALONG 12" RCWM BUCKEYE RD. EXISTING GROUND ALONG 12" RCWM BUCKEYE RD. 16.72 16.43 3' 3.2' 91'-12" PVC RCW 12'' 22.5 MJ 3'-12" PVC RCW 12" - 45° BEND 2'-12" PVC RCW 12'' 45 MJ 12" GV 1'-12" PVC RCW 12'' 45 MJ 68'-12" PVC RCW 12'' 22.5 MJ 39'-12" PVC RCW 12'' 22.5 MJ 7'-12" PVC RCW 107'-12" PVC RCW ???'-???" PVC RCW 37'-12" PVC RCW 12'' 45 MJ 12" GV 4'-12" PVC RCW 37' - 24" STEEL CASING 38' - 24" STEEL CASING ℄ CONST. SAWGRASS BLVD. 3'-12" PVC RCW 12" GV 1'-12" PVC RCW 12'' 11.25 MJ 1'-12" PVC RCW 12" - 45° BEND 1'-12" PVC RCW 3' TYP. 1.9' -7 -4 0 4 8 12 16 20 24 -7 -4 0 4 8 12 16 20 24 3' 3' ℄ CONST. BUCKEYE RD. PROPOSED GROUND ALONG 20" RCWM BUCKEYE RD. EXISTING GROUND ALONG 20" RCWM BUCKEYE RD. 86' - 36" STEEL CASING FUTURE 226 LF OF 18" RCP @ 0.20% EXIST. 23"x14" HDPE PIPE 1' 2.1' 10'- 20" PVC RCW 20" 22.5 BEND 80'- 20" PVC RCW 80'- 20" PVC RCW 80'- 20" PVC RCW 20" 22.5 BEND 44'- 20" PVC RCW 20" 22.5 BEND 23'- 20" PVC RCW 20" GV 5'- 20" PVC RCW 86'- 20" PVC RCW 20" 45.0 BEND 2'- 20" PVC RCW 20" 45.0 BEND 3'- 20" PVC RCW 20" 45.0 BEND 3'- 20" PVC RCW 20" 22.5 BEND 12'' CAP 4'-12" PVC RCW 12'' 22.5 MJ 7'-12" PVC RCW 3'-12" PVC RCW 12'' TEE 8'-12" PVC RCW 12" GV 42'-12" PVC RCW 42'-12" PVC RCW 12'' 45 MJ 41'-12" PVC RCW 12'' 11.25 MJ 34'-12" PVC RCW 12'' 11.25 MJ 8'-12" PVC RCW 12" GV 12'' 45 MJ 3'-12" PVC RCW 2'-12" PVC RCW 12'' 45 MJ 5'-12" PVC RCW 12'' 22.5 MJ 3'-12" PVC RCW 12'' 22.5 MJ 3'-12" PVC RCW 12'' 22.5 MJ 1'-12" PVC RCW 20''X12'' REDUCER MJ 1'- 20" PVC RCW 20''X12'' TEE WRA Plot Date: CAD File Path: 2024 3/31/2022 9:05:36 AM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\PLPRRD01.DWG R E V I S I O N S ROADWAY PROFILE C-619 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: LD LD CC PAVEMENT REMOVAL DETECTABLE WARNINGS SHOULDER PAVED LIMITS LEGEND MILLING AND RESURFACING LIMITS WIDENING / RECONSTRUCTION LIMITS DIRECTION OF TRAVEL CONCRETE SIDEWALK SILT FENCE 1" = 40' Horizontal 1" = 4' Vertical N 1" = 40' 2283 1 33 S 18 E 12363 Hampton Park Blvd. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 EPG BUCKEYE RD DEVELOPMENT, LLC OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE W W S S R R W W 1 2 3 4 5 6 7 8 9 114 115 116 117 118 119 120 121 122 1 2 3 4 5 6 7 8 9 W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) BENCHMARK IRF MANCO "INDIANA" EL.=20.25 EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± TOP OF BANK± W.INV.=15.28 (TOP CRUSHED) E.INV.=14.40 W.INV.=13.97 E.INV.=13.90 18" CMP W.INV.=14.99 E.INV.=14.96 GATE SD-OFF-S1 SD-OFF-S1A 18'-12" PVC RCW 197'-12" PVC RCW 13'-12" PVC RCW 6'-12" PVC RCW 7'-12" PVC RCW 10'-12" PVC RCW 551'-12" PVC RCW 208'-12" PVC RCW 6'-12" PVC RCW 11'-12" PVC RCW 5'-12" PVC RCW 3'-12" PVC RCW 69'-12" PVC RCW 2'-12" PVC RCW 12'' 11.25 MJ 12'' 11.25 MJ 12'' 22.5 MJ 12'' 22.5 MJ 12'' 22.5 MJ 12'' 22.5 MJ 12'' 11.25 MJ 12''X8'' TEE 12" - 45° BEND 12" - 45° BEND 12'' 45 MJ 12" - 45° BEND 12" GV 12" GV W W W W W W W W W W W W W 3'-8" PVC WM 45'-8" PVC WM 81'-18" PVC WM 2'-8" PVC WM 186'-8" PVC WM 12'-16" PVC WM 11'-16" PVC WM 28'-8" PVC WM 16''X8'' TAPPING SLEEVE AND VALVE 8" GV 8" GV ℄ CONST. BUCKEYE RD. EXIST. R/W LINE EXIST. R/W LINE EXIST. FORCEMAIN TO REMAIN EXIST. SANITARY SEWER TO REMAIN EXIST. WM TO REMAIN 247 248 249 250 251 252 253 254 255 256 257 258 259 PI STA. 250+75.81 PC STA. 257+89.20 4'-12" PVC RCW 37'-12" PVC RCW 12" GV 12'' 45 MJ 4 5 6 7 8 9 10 11 12 13 14 15 16 MES BR-7 FUTURE 179 LF OF 36" RCP @ 0.56% FUTURE 104 LF OF 18" RCP @ 0.65% MATCHLINE STA. - 259+20.00 -6 -4 0 4 8 12 16 20 24 28 32 36 -6 -4 0 4 8 12 16 20 24 28 32 36 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 551'-12" PVC RCW 12'' 11.25 MJ 208'-12" PVC RCW 10'-12" PVC RCW 12" GV 12'' 22.5 MJ 5'-12" PVC RCW 2'-12" PVC RCW 69'-12" DIP RCW 3'-12" PVC RCW 11'-12" PVC RCW 6'-12" PVC RCW 7'-12" PVC RCW 6'-12" PVC RCW 13'-12" PVC RCW 12" GV 12'' 45 MJ 12'' 45 MJ 12'' 45 MJ 12'' 45 MJ 12''X8'' TEE 12'' 22.5 MJ 12'' 22.5 MJ 12'' 22.5 MJ 197'-12" PVC RCW 18'-12" PVC RCW 12'' 11.25 MJ 12'' 11.25 MJ 186'-8" PVC WM 2'-8" PVC WM 81'-18" PVC WM 36" PIPE SD-OFF-S1 SD-OFF-S1A EXISTING GROUND ALONG ℄ CONST. BUCKEYE RD. MIN. 3' COVER (TYP.) 1' 12'' 45 MJ 4'-12" PVC RCW 12" GV 37'-12" PVC RCW WRA Plot Date: CAD File Path: 2024 3/31/2022 9:05:36 AM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\PLPRRD01.DWG R E V I S I O N S ROADWAY PROFILE C-620 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: LD LD CC PAVEMENT REMOVAL DETECTABLE WARNINGS SHOULDER PAVED LIMITS LEGEND MILLING AND RESURFACING LIMITS WIDENING / RECONSTRUCTION LIMITS DIRECTION OF TRAVEL CONCRETE SIDEWALK SILT FENCE 1" = 40' Horizontal 1" = 4' Vertical N 1" = 40' EPG BUCKEYE RD DEVELOPMENT, LLC 2283 1 33 S 18 E 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 S R S S R R W W W W 106 107 108 109 110 111 112 113 114 115 W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) BENCHMARK RDF CTR. OF H.W. MANCO 119-88-04 EL.=22.15 BENCHMARK RDF CTR. OF H.W. MANCO 119-88-03 EL.=22.05 BENCHMARK IRF MANCO "INDIANA" ASPHALT PAVEMENT ASPHALT PAVEMENT 18" RCP N.W.INV.=19.17 S.E.INV.=18.94 GRATE INLET GRATE EL.=22.06 GRATE INLET GRATE EL.=22.14 (FLOODED) 34"x53" RCP N.W.INV.=18.14 S.E.INV.=18.19 34"x53" RCP N.W.INV.=18.10 S.E.INV.=18.14 34"x53" RCP N.W.INV.=18.05 S.E.INV.=18.10 34"x53" RCP N.W.INV.=18.00 S.E.INV.=18.03 18" RCP N.E.INV.=18.16 S.W.INV.=18.36 GRATE INLET GRATE EL.=22.31 BARBED WIRE FENCE BARBED WIRE FENCE CS-J2 CS-J1 BBL-J1 BBL-J2 CS-N 581'-12" PVC RCW 8'-12" PVC RCW 4 19 ' - 1 2 " P V C R C W 1 0 6 ' - 12 " P V C R C W 2 8 8 ' - 1 2 " P V C 31'-12" PVC RCW 12'' 22.5 MJ 12'' 22.5 MJ 12" GV 12" GV W W W EXIST. R/W LINE 259 260 261 262 263 264 265 266 267 268 269 270 271 272 Mid STA. 267+74.91 EXIST. R/W LINE EXIST. WM TO REMAIN EXIST. FORCEMAIN TO REMAIN ℄ CONST. BUCKEYE RD. LAKE J 2.44 AC. TOB =23.00 NWL = 20.50 BOT =5.00 DHW 10 = 21.28 DHW 25 = 21.34 DHW 100 = 21.69 PEDESTRIAN RAILING / FDOT INDEX 515-051 16 17 18 19 20 21 22 23 24 25 26 27 28 29 FUTURE 52 LF OF 60" RCP @ 0.20% FUTURE 52 LF OF 60" RCP @ 0.20% FUTURE 127 LF OF 36 MATCHLINE STA. - 259+20.00 MATCHLINE STA. - 272+00.00 0 4 8 12 16 20 24 28 32 36 40 44 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 581'-12" PVC RCW 31'-12" PVC RCW 12'' 22.5 MJ 12'' 22.5 MJ 8'-12" PVC RCW 12" GV 419'-12" PVC RCW 106'-12" PVC RCW 288'-12" PVC RCW EXISTING GROUND ALONG ℄ CONST. BUCKEYE RD. MIN. 3' COVER (TYP.) 18" PIPE WRA Plot Date: CAD File Path: 2024 3/31/2022 9:05:36 AM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\PLPRRD01.DWG R E V I S I O N S ROADWAY PROFILE C-621 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: LD LD CC PAVEMENT REMOVAL DETECTABLE WARNINGS SHOULDER PAVED LIMITS LEGEND MILLING AND RESURFACING LIMITS WIDENING / RECONSTRUCTION LIMITS DIRECTION OF TRAVEL CONCRETE SIDEWALK SILT FENCE 1" = 40' Horizontal 1" = 4' Vertical N 1" = 40' EPG BUCKEYE RD DEVELOPMENT, LLC 2283 1 33 S 18 E 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) ASPHALT PAVEMENT ASPHALT PAVEMENT SHELL DRIVE 18" RCP N.W.INV.=19.17 S.E.INV.=18.94 GRATE INLET GRATE EL.=22.06 GRATE INLET GRATE EL.=22.14 (FLOODED) 14"x23" RCP N.E.INV.=23.37 S.W.INV.=23.16 14"x23" RCP N.E.INV.=23.87 S.W.INV.=23.79 CS-J1 BBL-J1 J.202 J.200 > > > > > > 12'-8" PVC FM 180'-8" PVC FM 8'' 22.5 MJ 73'-12" PVC RCW 1'-12" PVC RCW 10'-12" PVC RCW 237'-12" PVC RCW 124'-12" PVC RCW C R C W 2 8 8 ' - 1 2 " P V C R C W 14'-12" PVC RCW 2'-12" PVC RCW 159'-12" PVC RCW 42'-12" PVC RCW 26'-12" PVC RCW 12'' 45 MJ 12'' 45 MJ 12'' 11.25 MJ 12'' 11.25 MJ 12'' 45 MJ 12" - 45° BEND 12'' 45 MJ 12'' 45 MJ 12" GV 12" GV W W W W W W W 54'-20" PVC WM 288'-10" PVC WM 16'-10" PVC WM 44'-10" PVC WM 2'-10" PVC WM 2'-10" PVC WM 2'-10" PVC WM 16''X10'' TAPPING SLEEVE AND VALVE 10'' 45 MJ 10'' 45 MJ 10" GV 10" GV ℄ CONST. BUCKEYE RD. EXIST. R/W LINE EXIST. R/W LINE EXIST. R/W LINE EXIST. R/W LINE EXIST. R/W LINE EXIST. FORCEMAIN TO REMAIN LAKE F 1.77 AC. TOB =23.00 NWL = 20.50 BOT = 2.50 DHW 10 = 21.55 DHW 25 = 21.67 DHW 100 = 22.33 LAKE J 2.44 AC. TOB =23.00 NWL = 20.50 BOT =5.00 DHW 10 = 21.28 DHW 25 = 21.34 DHW 100 = 21.69 270 271 272 273 274 275 276 277 278 279 280 281 282 PT STA. 277+60.62 PI STA. 279+57.08 LAKE J 2.44 AC. TOB =23.00 NWL = 20.50 BOT =5.00 DHW 10 = 21.28 DHW 25 = 21.34 DHW 100 = 21.69 27 28 29 30 31 32 33 34 35 36 36 FUTURE 59 LF OF 48" RCP @ 0.34% FUTURE 92 LF OF 60" RCP @ 0.27% FUTURE 52 LF OF 60" RCP @ 0.20% FUTURE 52 LF OF 60" RCP @ 0.20% MATCHLINE STA. - 272+00.00 4 8 12 16 20 24 28 32 36 40 44 48 4 8 12 16 20 24 28 32 36 40 44 48 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 1' 12" GV 124'-12" PVC RCW 12'' 11.25 MJ 42'-12" PVC RCW 26'-12" PVC RCW 12'' 45 MJ 12'' 45 MJ 237'-12" PVC RCW 12'' 11.25 MJ 159'-12" PVC RCW 2'-12" PVC RCW 14'-12" PVC RCW 10'-12" PVC RCW 1'-12" PVC RCW 12" GV 12'' 45 MJ 12'' 45 MJ 12'' 45 MJ 12'' 45 MJ 73'-12" DIP RCW 288'-10" PVC WM 44'-10" PVC WM 180'-8" PVC FM EXISTING GROUND ALONG ℄ CONST. BUCKEYE RD. MIN. 3' COVER (TYP.) WRA Plot Date: CAD File Path: 2024 3/31/2022 9:05:36 AM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\PLPRRD01.DWG R E V I S I O N S ROADWAY PROFILE C-622 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: LD LD CC PAVEMENT REMOVAL DETECTABLE WARNINGS SHOULDER PAVED LIMITS LEGEND MILLING AND RESURFACING LIMITS WIDENING / RECONSTRUCTION LIMITS DIRECTION OF TRAVEL CONCRETE SIDEWALK SILT FENCE 1" = 40' Horizontal 1" = 4' Vertical N 1' = 40' EPG BUCKEYE RD DEVELOPMENT, LLC 2283 1 33 S 18 E 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 WRA Plot Date: CAD File Path: 2024 4/24/2024 11:50:39 PM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\UTDTUW01.DWG R E V I S I O N S UTILITY DETAILS C-058 ISSUED FOR: EPG BUCKEYE RD DEVELOPMENT, LLC Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey 12363 Hampton Park Blvd. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: 2283 1 33 S 18 E LD LD CC WRA Plot Date: CAD File Path: 2024 4/24/2024 11:50:53 PM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\UTDTUW01.DWG R E V I S I O N S UTILITY DETAILS C-059 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: 2355 2, 3, 11 33 S 18 E LD LD CC SWEETWATER PRESERVE PKWY. WRA Plot Date: CAD File Path: 2024 4/24/2024 11:51:04 PM C:\~PROJECT FILES\2283 - EPG - BUCKHEAD TRAILS - PH1\CADD\PLANS\2283\ROADWAY\UTDTUW01.DWG R E V I S I O N S UTILITY DETAILS C-060 ISSUED FOR: Datum: NAVD 88 PERMITTING Engineering ~ Environmental Water Resource ~ Survey 4260 W. Linebaugh Ave. Tampa, Florida 33624 7978 Cooper Creek Blvd. University Park, Florida 34201 www.wraengineering.com CA 00007652 LB 8274 Phone: 813.265.3130 941.358.3824 C L I N T R Y A N C U F F L E P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF NO. 69139 JOB #: RNG: TWN: DESIGNED: DRAWN: APPROVED: SEC: 2355 2, 3, 11 33 S 18 E LD LD CC SWEETWATER PRESERVE PKWY.