FLORIDA PROFESSIONAL ENGINEER TKW JOB NO. DATE: REVISIONS SHEET 1 OF 60 FILE: 07-18-2024 CDD-NR-060 CV DATE SHEET NO. BY DESIGNED BY: DRAWN BY: CHRISTOPHER M. FISHER NO. 85555 VICINITY MAP MANATEE COUNTY, FLORIDA SECTION 7, 8, 17 & 18, TOWNSHIP 33 SOUTH, RANGE 19 EAST ORLANDO OCALA GAINESVILLE LAKELAND FT.LAUDERDALE MIAMI TKW STREET & DRAINAGE WATER & SANITARY SEWER TKW DESIGNED BY: DRAWN BY: TKW Elevations based on North American Vertical Datum 1988 (NAVD 88) Conversion from NAVD 88 to NGVD 29 = Feet ST. PETERSBURG TAMPA BRADENTON SARASOTA BARTOW CLEARWATER TITUSVILLE FT.PIERCE VENICE NAPLES DATE: NORTH RIVER RANCH NORTH RIVER RANCH PHASE III-A TOWNHOMES BROOKSVILLE PREPARED FOR: IMPROVEMENT STEWARDSHIP DISTRICT +0.95 NEW PORT RICHEY CEDAR KEY CAPE CORAL FORT MYERS DAYTONA BEACH NORTH RIVER RANCH PHASE III-A TOWNHOMES PRELIMINARY PLAT, PRELIMINARY SITE PLAN AND FINAL SITE PLAN SIMULTANEOUS SUBMITTAL CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. Call before you dig. INDEX OF CONSTRUCTION PLANS DESCRIPTION SHEET NO. PROJECT SITE 10-09-2023 REVIEW SUBMITTAL CMF 12-20-2023 1,2,6-11,13,16-19,24-27,29,39,41,45 TKW PREPARED BY: Registered Business Number: RY28858 3010 W Azeele St., Suite 150, Tampa, Florida 33609 Office: 813-223-3919 Fax: 813-223-3975 Clearview LAND DESIGN, P.L. 1 COVER SHEET 2-3 GENERAL NOTES 4 AERIAL SITE PLAN 5 EXISTING CONDITIONS 6 PRELIMINARY PLAT KEY MAP 7-9 PRELIMINARY PLAT 10-11 FINAL SITE PLAN 12 MODEL CENTER PARKING DETAIL 13-15 TYPICAL ROADWAY SECTIONS 16 DRAINAGE KEY MAP 17 MASTER DRAINAGE PLAN 18 DRAINAGE STRUCTURE DATA 19-23 CROSS-SECTIONS 24-26 NEIGHBORHOOD GRADING PLAN 27 WATER & SEWER KEY MAP 28-29 WATER & SEWER PLAN 30-40 ROADWAY & UTILITY PLAN & PROFILE 41-42 SIDEWALK, SIGNING & PAVEMENT MARKING PLAN 43-44 SIDEWALK & ROADWAY DETAILS 45-48 PUMP STATION PLAN 49 CONTROL STRUCTURE DETAILS 50-52 DRAINAGE DETAILS 53-56 UTILITY DETAILS 57 ROADWAY IMPROVEMENTS 58 PRE-DEVELOPMENT DRAINAGE AREA MAP 59 POST-DEVELOPMENT DRAINAGE AREA MAP 60 SURFACE WATER MANAGEMENT PLAN BY OTHERS PERMIT LANDSCAPE PLAN AP of AP ADDRESS PLAN M e x i c o G u l f o f A t l a n t i c O c e a n UTILITY INFORMATION UTILITY SOURCE OWNERSHIP POTABLE WATER MANATEE COUNTY MANATEE COUNTY WASTEWATER MANATEE COUNTY MANATEE COUNTY RECLAIMED/IRRIGATION WATER MANATEE COUNTY MANATEE COUNTY PERMIT / FILE NOS. PARCEL ID NO. SEWER DEP WATER DEP SWFWMD ERP/APPLICATION ID NO. RECLAIMED WATER DEP MANATEE COUNTY UTILITIES PROJECT NO. MANATEE PROJECT NO. UTILITY CONTACT INFORMATION MANATEE COUNTY PUBLIC WORKS DEPT. INFRASTRUCTURE ENGINEERING SCOTT MAY, P.E. 1022 26TH AVENUE EAST BRADENTON, FL. 34208 (941) 708-7450 EXT. 7650 FAX: (941) 708-7431 TECO/PEOPLES GAS CO. DAN SHANAHAN 8261 VICO COURT SARASOTA, FL. 34240 (941) 342-4030 FAX: (941) 342-4011 EMERGENCY: 1-877-832-6911 djshanahan@tecoenergy.com SUNSHINE STATE ONE CALL OF FLORIDA 1-(800) 432-4770 VERIZON FLORIDA INC. WAYNE SUMNER 1701 RINGLING BLVD. SARASOTA, FL. 34236 (941) 330-9203 WAYNE.SUMNER@verizon.com PEACE RIVER ELECTRIC CO-OP DAVID MCCLINTOCK 14505 ARBOR GREEN TRAIL LAKEWOOD RANCH, FL 34202 (863) 767-4621 david.mcclintock@preco.coop FPL TRANSMISSION RALPH DIAZ 700 UNIVERSE BLVD. TS4/JW JUNO BEACH, FL. 33408 561-904-3617 Ralph.Diaz@fpl.com MANATEE COUNTY HEALTH DEPT. HANS C. ROESE 410 6th AVENUE EAST BRADENTON, FL. 34208 (941) 748-0747 EXT. 1342 FAX: (941) 750-9364 hans_roese@doh.state.fl.us SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT TAMPA SERVICE OFFICE 7601 U.S. 301 NORTH TAMPA, FL. 33637-6759 (813) 985-7481 BRIGHT HOUSE NETWORKS TOM WRIGHT 5413 E. STATE ROAD 64 BRADENTON, FL. 34208-5535 (941) 748-3816 EXT. 21348 tom.wright@mybrighthouse.com DEPARTMENT OF ENVIRONMENTAL PROTECTION ED WATSON 13051 N. TELECOM PKWY TEMPLE TERRACE, FL 33637 PHONE: (813) 470-5875 FAX: (813) 470-5993 MANATEE COUNTY PUBLIC WORKS DEPT. TRAFFIC ENGINEERING NEIL BYRNE, P.E. (941) 749-3500 EXT. 7859 FAX: (941) 749-3571 GULFSTREAM NATURAL GAS SYSTEM LLC SHAWN DEUTSCHER 4610 BUCKEYE ROAD PALMETTO, FL 34221 888-GAS-4-FLA (GENERAL QUESTIONS) 800-440-8475 (EMERGENCY) NO WELLS ON SITE SURVEY DATA: Boundary survey, topographic survey, tree survey, improvement location and associated survey work shown hereon and used for design purposes is based upon information provided by: Boundary Survey: Stantec Wetland Surveys: (1) King Engineering Associates, Specific Purpose Survey, Job No. 00114-2018-1737, date of Last Field Survey 03/04/2019. (2) King Engineering Associates, Specific Purpose Survey, Job No. 4851-003-000, date of Last Field Survey 03/18/2014. Clearview Land Design, P.L. has reviewed, but not verified the data provided. This data is the basis for design and Clearview Land Design, P.L. makes no certifications or representations as to the accuracy of the survey data. 12051 Corporate Boulevard Orlando, Florida 32817 Phone: (407) 723-5901 394610859 PLN2310-0131 TBD TBD TBD Haval Farms AKA North River Ranch - PDMU-17-26(Z)(G) - CLOS 19-079 (Exp 10/19/2029) PHASE DEVELOPMENT TYPE/NAME APPROVED USES/TOTALS SUBMITTED FSP UNITS APPROVED FSP UNITS PLATTED UNITS CO's CUMULATIVE THROUGH (4//24/2024) REMAINING UNITS SINGLE FAMILY DETACHED/ATTACHED 3842 3842 PH 4 North River Ranch Ph IV-A & IV-B / FSP-20-62* / PLN2006-0049 377 377 53 PH 4 North River Ranch Ph IV-C1 / FSP-22-41 / PLN2203-0057 258 0 PH 4 North River Ranch Ph IV-E & IV-F / FSP-23-39 / PLN2301-0009 239 0 PH 3 North River Ranch Ph III-A Townhomes / FSP-23-161 / PLN2310-0131 144 TOTALS 3842 144 874 377 53 2824 *FSP-20-62(R), PLN2201-0119, Reduction in number of lots from 378 to 377. SUBJECT TO LDC 531.47 Haval Farms AKA North River Ranch - PDMU-17-26(Z)(G) - CLOS 19-079 (Exp 10/19/2029) PHASE DEVELOPMENT TYPE/NAME OPEN SPACE PROVIDED (Ac.) PROJECT LIMITS (Ac.) PERCENTAGE OF OPEN SPACE OVERALL APPROVED OPEN SPACE (Ac.) SINGLE FAMILY DETACHED/ATTACHED 323.2 PH IV North River Ranch Ph IV-A & IV-B / FSP-20-62* / PLN2006-0049 86.47 166.88 52% PH IV North River Ranch Ph IV-C1 / FSP-22-41 / PLN2203-0057 25.87 77.8 33% PH IV North River Ranch Ph IV-E & IV-F / FSP-23-39 / PLN2301-0009 53.61 88.77 60% PH III North River Ranch Ph III-A Townhomes / FSP-23-161 / PLN2310-0131 16.56 32.24 51% North River Ranch Phase I TBD North River Ranch Phase II TBD North River Ranch Phase III-B TBD PROVIDED TOTALS 182.51 365.69 50% REMAINING 140.69 03-12-2024 TKW 7-8,10-11,18,24,36,49 04-08-2024 TKW 18,27-29 04-25-2024 CMF 10,24 05-14-2024 CMF 24,28,37 07-18-2024 TKW 24 FIELD REVISION #1 07/19/2024 This item has been electronically signed and sealed by CHRISTOPHER M. FISHER, P.E. on the date indicated here using a digital signature. Printed documents of this documentary not considered signed and sealed and the signature must be verified on any electronic copies. 32.00' 32.00' 25.00' 15.00' 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 FUTURE NORTH RIVER RANCH PHASE III-B 35 34 34 36 37 37 37 35 35 33 34 34 35 35 36 36 36 35 36 36 36 36 36 36 36 37 38 38 37 37 37 37 38 38 37 37 42 40 38 39 38 38 39 38 36 37 38 35 34 36 37 37 37 37 37 39 38 37 37 38 38 37 37 37 37 37 38 38 35 34 34 36 37 37 37 35 35 36 36 37 37 35 34 36 36 38 40 35 35 39 40 39 38 38 39 34 34 38 37 37 37 35 36 37 38 37 34 36 36 37 35 38 36 36 35 35 36 37 38 35 36 35 35 35 33 36 35 34 34 35 34 35 34 33 35 33 34 36 37 38 37 37 40 41 42 43 44 45 46 47 48 49 13 14 15 16 17 18 19 20 21 22 23 15 16 17 18 19 20 21 10 11 12 13 14 15 66 67 68 69 70 71 72 73 10 11 12 OSW 23 0.667 ACRES OSW 27 0.921 ACRES Wetland 22 DHW100=36.96 DHW25=36.73 DNW=34.28 Wetland 23 DHW100=36.9 DHW25=36.4 DNW=32.52 OSW 17 1.582 ACRES OSW IMPACT 17 0.123 Ac. OSW IMPACT 23 0.244 Ac. OSW IMPACT 27 0.191 Ac. SWFWL 30' BUFFER SWFWL 30' BUFFER POND 23 TOB=38.6 DHW100=38.4 DHW25=37.5 DNW=34.6 POND 25 TOB=37.0 DHW100=36.6 DHW25=35.8 DNW=33.0 FUTURE FORT HAMER ROAD EXTENSION CUMULUS RUN SKYLINE TERRACE STRATUS WAY CROSS RIVER TRAIL 37 47 37 76 36 80 37 76 36 80 38 19 37 60 37 60 39 00 39 00 38 50 37 80 38 92 39 58 39 58 38 67 39 28 38 50 39 83 Control Structure 119 101 102 Y8 108 Y9 Y3 Y5 116 Y6 111 Y7 103 104 106 105 115 119 120 Y4 Y2 Y1 107 109 112 110 134 121 135 117 136 137 131 132 Y15 141 142 133 130 Y18 Y21 143 144 Y17 Y20 Y19 140 139 164 146 150 138 113B 118 145 113 15" 18" 18" 15" 18" 18" 18" 18" 18" 15" 24" 18" 18" 18" 36" 18" 15" 18" 36" 36" 36" 42" 42" 42" 24" 30" 8" 36" 24" 36" 36" 36" 8" 12" 18" 15" 18" 24" 24" 8" 8" 8" 8" 8" 8" 8" 36 80 113A 24" 24" PERMANENT BUFFER IMPACT 0.015 Ac. TEMP. BUFFER IMPACT 0.045 Ac. BUFFER IMPACT 0.004 Ac. PERMANENT BUFFER IMPACT 0.007 Ac. 38.6 38.4 34.6 34.6 33.0 36.6 33.0 36.6 33.0 36.6 38.4 20' P.D.&A.E. 20' D.&A.E. VARIES P.D. & A.E. MANATEE COUNTY PUBLIC UTILITY EASEMENT W/ STABILIZED BASE MANATEE COUNTY LIFT STATION EASEMENT 30 31 33 32 35 36 37 39 37.28 37.33 37.48 38.30 38.30 37.41 38.30 38.27 38.27 38.19 37.13 37.46 37.43 38.21 38.23 37.71 38.18 37.09 38.49 38.58 38.58 38.84 38.74 38.74 38.82 37.79 38.10 38.19 38.48 38.19 38.57 37.81 38.10 38.63 38.69 38.71 38.73 38.80 38.19 38.31 38.20 38.32 38.39 38.38 38.18 38.34 38.37 38.37 38.36 38.35 37.54 37.13 37.38 37.47 37.95 37.80 38.08 38.94 39.01 39.07 39.14 39.20 39.30 39.39 39.46 39.52 39.59 39.65 39.64 39.53 39.46 39.39 39.31 39.24 39.13 39.03 38.95 38.88 38.81 38.74 38.63 38.70 38.76 38.83 38.89 38.96 39.13 39.08 39.18 39.46 39.35 39.41 39.48 39.54 39.82 39.69 39.58 39.51 39.44 39.36 39.29 39.18 39.09 38.99 38.72 38.81 38.87 38.94 39.00 39.06 39.15 39.24 39.13 39.01 38.89 38.78 38.60 38.40 38.97 38.71 38.82 38.88 38.94 39.00 39.06 39.14 39.32 38.17 38.52 37.85 37.78 37.72 37.65 37.58 37.48 37.38 37.32 37.25 37.19 37.12 37.02 37.03 37.14 37.24 37.35 37.46 37.54 37.96 37.88 37.78 37.72 37.65 37.59 37.52 37.42 37.32 37.26 37.19 37.12 37.06 36.97 37.13 37.24 37.35 37.46 37.56 37.66 37.96 38.35 38.51 38.72 38.61 38.80 38.92 39.08 PAD=40.1 FF=40.80 PAD=40.5 "B" FF=41.20 PAD=40.4 "B" FF=41.10 PAD=40.4 "B" FF=41.10 PAD=40.4 "B" FF=41.10 PAD=39.9 "B" FF=40.60 PAD=39.9 "B" FF=40.60 PAD=39.9 "B" FF=40.60 PAD=39.9 "B" FF=40.60 PAD=39.9 "B" FF=40.60 PAD=39.8 "B" FF=40.50 PAD=39.4 "B" FF=40.10 PAD=38.5 "B" FF=39.20 PAD=38.1 "B" FF=38.80 PAD=38.6 "B" FF=39.30 PAD=39.2 "B" FF=39.90 PAD=39.2 "B" FF=39.90 37.88 37.58 37.38 37.18 37.38 37.15 36.85 37.15 37.35 37.55 37.35 37.15 36.85 37.15 37.35 37.55 37.35 37.15 37.08 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.60 38.80 39.00 39.20 38.85 38.60 39.08 39.08 39.08 39.08 39.08 38.65 38.94 38.94 38.94 38.94 38.94 38.60 39.48 39.68 39.00 38.80 38.60 38.60 38.83 38.83 38.83 38.83 38.83 38.60 39.07 39.17 39.17 39.17 39.17 39.17 39.14 39.08 38.70 38.70 38.70 38.70 38.70 37.25 39.19 39.73 39.73 39.73 39.73 39.73 38.63 39.73 39.73 39.73 39.73 39.73 39.13 40.24 40.24 40.24 40.24 40.24 39.64 40.32 40.32 40.32 40.32 40.32 39.30 39.92 39.92 39.92 37.25 37.80 38.84 38.06 38.06 37.47 38.59 38.98 38.59 39.00 38.05 38.39 38.49 38.52 38.52 39.11 38.63 38.28 37.96 37.64 37.10 36.67 37.59 39.11 38.80 38.28 37.96 37.64 37.30 36.73 37.61 40.07 39.94 39.61 39.29 39.02 39.00 39.31 39.94 39.61 39.29 38.98 39.00 39.32 40.07 39.14 39.44 38.93 42.68 43.23 37.48 38.32 39.12 39.66 39.27 39.83 40.17 39.66 38.00 38.45 39.37 39.99 39.67 39.68 39.63 38.25 39.13 38.43 37.62 37.96 39.72 38.78 40.22 43.40 39.82 40.22 40.14 39.63 43.88 38.43 39.63 38.98 44.07 44.47 43.69 44.39 43.18 43.88 38.42 38.42 38.50 36.80 36.99 36.80 37.13 36.75 37.50 37.74 37.45 39.62 38.91 39.52 38.69 39.82 37.96 37.27 38.50 40.06 39.13 39.13 37.13 37.32 37.33 37.33 37.32 37.02 38.48 38.90 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 LOTS 1-6 40 36 37 38 39 40 39 36 36373839 40 373839 35 36 36 36 36 36 37 38 35 35 36 33 34 35 35 34 34 36 35 34 36 36 33 33 36 39 40 45 42 37 3434 36 37 35 33 34 35 36 37 38 35 36 37 35 36 37 33 35 36 37 35 36 36 35 35 33 33 34 34 36 36 37 38 36 37 36 37 36 37 37 35 34 36 37 38 37 35 35 33 33 34 34 36 35 39 15 38 68 15 16 17 149 36" 147 148 36" 161 160 36" 36" 159 15" 18" 37 63 37 90 SWFWL 30' BUFFER POND 25 TOB=37.0 DHW100=36.6 DHW25=35.8 DNW=33.0 MIDDLE STREAM DRIVE CRESCENT CREEK CROSSING 36" 40 PERMANENT BUFFER IMPACT 0.063 Ac. N 122 ZONE X ZONE X ZONE X 39 47 Control Structure 164 P P CIRRUS PLACE 100-YR 36.9 100-YR 36.9 BEGIN 64LF± ANCHOR BLOCK RET. WALL w/ FENCE T.O.W.=38.1 B.O.W.=EG 100-YR 36.9 END WALL w/ FENCE T.O.W.=35.0 B.O.W.=EG ZONE A ZONE X ZONE A (EL. 36.9) ZONE A ZONE A ZONE X ZONE A (EL. 37.0) 51 LF± ENDWALL w/HANDRAIL PER FDOT INDEX 515-070 T.O.W.=36.9 B.O.W.=31.0 31 32 33 34 34 ZONE X ZONE A 0.017 BUFFER COMPENSATION AREA 0.060 BUFFER COMPENSATION AREA 0.017 BUFFER COMPENSATION AREA OSW IMPACT A 0.08 Ac. JOB NO. REVISIONS DESCRIPTION DATE BY FLORIDA PROFESSIONAL ENGINEER SHEET OF SHEETS PREPARED FOR: DESIGN DRAWN DATE FILE DATE: Elevations based on North American Vertical Datum 1988 (NAVD 88) Conversion from NAVD 88 to NGVD 29 = Feet CHRISTOPHER M. FISHER NO. 85555 +0.95 CDD-NR-060 NORTH RIVER RANCH PHASE III-A TOWNHOMES NORTH RIVER RANCH IMPROVEMENT STEWARDSHIP DISTRICT 10-09-2023 REVIEW SUBMITTAL CMF Registered Business Number: RY28858 3010 W Azeele St., Suite 150, Tampa, Florida 33609 Office: 813-223-3919 Fax: 813-223-3975 Clearview LAND DESIGN, P.L. 0 50 100 50 100 SCALE: 1" = 50' NEIGHBORHOOD GRADING PLAN 07-18-2024 TKW TKW 24 60 NG WETLAND HYDROPERIOD DATA WETLAND/HYDROPERIOD ID LOT GRADING TYPE LOT NUMBER FINISHED FLOOR ELEV. PAD ELEVATION EXISTING PROPOSED 10 LEGEND STORM DRAINAGE STRUCTURE & PIPE STRUCTURE NO. CONTOUR DIRECTION OF SURFACE FLOW 10 SPOT ELEVATION FEMA FLOOD ZONE BOUNDARY ZONE A 63 65.00 65.00 PIPE SIZE IN INCHES 12 PROPOSED PROFILE GRADE ELEVATION 65 00 STEMWALL REQUIRED WHERE SHOWN IN PLAN STAKED EROSION CONTROL FF=15.70 LOT 15 PAD=15.0 TYPE B WETLAND AREAS PB-# RA-# ROAD AUGER LOCATION (-14) POND BORING LOCATION (MAX DEPTH OF SUITABLE FILL FROM EXISTING GRADE) OPTIONAL PEDESTRIAN PATH/BOARDWALK PLAT BOUNDARY PLAN & PROFILE SHEET NO. REFERENCE 10 PROPOSED WETLAND IMPACTS WETLAND AREA SWFWMD WETLAND LINE Wetland 108 (Ac.) SWFWL 30' BUFFER FROM WETLAND LINE 30' BUFFER llll MULTI-USE TRAIL MODEL HOME M TEMPORARY BUFFER IMPACTS PUBLIC DRAINAGE & ACCESS EASEMENT P.D. & A.E. PRIVATE DRAINAGE & ACCESS EASEMENT D. & A.E. 100 YEAR BASE FLOOD ELEVATION 100-YR 000.00 DOUBLE STAKED EROSION CONTROL ALL EXISTING WELLS SHALL BE ABANDONED BY A FLORIDA-LICENSED WATER WELL CONTRACTOR IN ACCORDANCE WITH RULE 40D-3.531(2) F.A.C. UNLESS OTHERWISE NOTED 1. Pad grades shown are minimum grades. Elevations of adjoining lots, existing trees, and other field conditions may warrant leaving lots which are higher in their natural state. The Contractor should consult with the Developer/Builder and the Engineer prior to grading activities when these conditions exist. 2. For all lots abutting wetlands no grading shall take place beyond the erosion control line unless specifically shown on the approved construction plans. 3. Side yard swales shall be constructed simultaneously with house construction. During the site grading activities, the contractor shall grade the side yards to an elevation no lower than 0.2 ft. below the adjoining house pad grades. 4. For Type "A" lot grading receiving runoff from abutting Type "B" lots, all runoff shall be directed to side yard swales. 5. For Type "B" lot grading not abutting detention facilities, the builder shall make every practical effort to direct roof runoff to the side yard swales unless otherwise directed by the Engineer of Record. 6. For Type 'A' lot grading, the builder shall make every practical effort to direct roof runoff to the side-yard swales unless directed otherwise by the Engineer of Record. 7. Minimum side yard swale slopes shall be 1.0%. 8. The site appears to lie within Flood Zone " " & " " according to Federal Emergency Management Agency (FEMA) - Flood Insurance Rate Map (FIRM) Community-Panel No. (Map Number ) and Community-Panel No. (Map Number ), revised September 26, 2014. Flood Zone determination based on DFIRM data supplied by FEMA NFIP. Base Flood Elevation = ft., NAVD88. 9. If prehistoric artifacts such as pottery or ceramics, stone tools or metal implements, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time, the project should cease all activities involving subsurface disturbance in the immediate vicinity of such discoveries. The applicant, or designee, should contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section at 850.245.6333, as well as the appropriate funding agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources. 10. In the event that unmarked human remains are encountered during permitted activities, all work must stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. GRADING & DRAINAGE PLAN NOTES: PROTECTIVE REAR SLOPE PARKWAY SLOPE STREET PROTECTIVE FRONT SLOPE SIDE SWALE SIDE SWALE SIDE SLOPE PROTECTIVE FRONT SLOPE STREET PARKWAY SLOPE REAR SLOPE REAR SWALES PROTECTIVE REAR SLOPE LOT GRADING TYPE "A" SIDE SWALE ALL DRAINAGE TO STREET SIDE SWALE LOT GRADING TYPE "B" DRAINAGE BOTH TO STREET AND TO REAR LOT LINE LOT GRADING TYPE "A-MOD" PROTECTIVE REAR SLOPE PARKWAY SLOPE STREET PROTECTIVE FRONT SLOPE SIDE SLOPE SIDE SWALE SIDE SWALE DRAINAGE BOTH TO STREET AND REAR YARD TO REAR LOT LINE PHASE IV-D1 FUTURE SCHOOL PHASE III-B PHASE II-A PHASE I-A Existing Amenity Center Phase Future Amenity Center Phase FORT HAMER ROAD CAMP CREEK TRAIL NORTH RIVER RANCH TRL. E E K A V E PHASE IV-F BELLA LAGO PHASE III-A INDEX TO MAP COVERAGE 24 25 26 12-20-2023 FEMA TKW 03-12-2024 RET. WALL ON BLK 64 LOT 1 TKW 05-14-2024 RET. WALL LABELS CMF 07-18-2024 BLK 64 LOTS 1-6 FF ELEV. TKW This item has been electronically signed and sealed by CHRISTOPHER M. FISHER, P.E. on the date indicated here using a digital signature. Printed documents of this documentary not considered signed and sealed and the signature must be verified on any electronic copies. 07/19/2024