AMERA COURT RESIDENTIAL SUBDIVISION

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Prepared By: LOCATION MAP N.T.S. PROJECT SITE N 000 Gulf to Bay Boulevard, Suite 0 Clearwater, FL Tel. ()- AMERA COURT RESIDENTIAL SUBDIVISION Grant Street Dunedin, Florida FEMA MAP PANEL NO.

(MERCURY) SECTION, TOWNSHIP, RANGE - 0 San Christopher Dr. Suite D rod@sdgfl.com 0 Beltrees Street Unit DOUGLAS AVE. PROJECT AREA=0.± ac. PARCEL ID NO.

LANDSCAPE PLANTING DETAILS & SPECIFICATIONS Utility Companies Google Earth AE I C L SE EER No. STATE OF F S L J.

CONCRETE SIDEWALKS AND URBAN FLARES SHALL HAVE A MINIMUM OF,000 PSI @ DAYS WITH FIBER MESH REINFORCEMENT. Engineering Department PO Box Dunedin, FL - FE.

FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS DATED JANUARY 0, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED JANUARY 0.

com Reason: I am the author of this document Location: 0-0- :-0:00 P RO. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC.

1 Prepared By: LOCATION MAP N.T.S. PROJECT SITE N 000 Gulf to Bay Boulevard, Suite 0 Clearwater, FL Tel. ()- AMERA COURT RESIDENTIAL SUBDIVISION Grant Street Dunedin, Florida FEMA MAP PANEL NO. 0C-00-C FLOOD ZONE X PER MAP NO. 0C00G DATED Prepared For: ZONING DISTRICT-DC F.D.E.P. 0- PERMIT PER (s. 0.(, F.S.) IMPAIRED WATER BODY WBID NO. (MERCURY) SECTION, TOWNSHIP, RANGE - 0 San Christopher Dr. Suite D rod@sdgfl.com 0 Beltrees Street Unit DOUGLAS AVE. PROJECT AREA=0.± ac. PARCEL ID NO Safety Harbor, Florida Ph: () -0 james@paradisebydesigninc.com Index of Drawings C- C- C- C- C- C- C- C- C- C0 M-0 LS. LS. LS. COVER SHEET GENERAL NOTES AND SPECIFICATIONS DEMOLITION PLAN GRADING & DRAINAGE PLAN UTILITY PLAN SWEEP PATH DETAILS DETAILS PROPOSED PLAT MODEL VIEWS TREE REMOVAL PLAN & TABULATIONS GREEN SPACE PLAN LANDSCAPE PLANTING DETAILS & SPECIFICATIONS Utility Companies Google Earth AE I C L SE EER No. STATE OF F S L J. PA L EN ER FDEP (0 / Permit) 0 Telecom Pkwy N Temple Terrace, FL - ( -00 A L O R I D IO NA L EN COVER SHEET Drawing No. REVISED: H S. CONCRETE SIDEWALKS AND URBAN FLARES SHALL HAVE A MINIMUM OF,000 DAYS WITH FIBER MESH REINFORCEMENT. Engineering Department PO Box Dunedin, FL - FE. CONCRETE URBAN FLARE DRIVEWAYS SHALL CONSTRUCTED WITH " THICK W/ "X"/0X0 WELDED WIRE FABRIC REINFORCEMENT. FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS DATED JANUARY 0, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED JANUARY 0. Digitally signed by Michael Palmer DN: cn=michael Palmer c=us l=clearwater o=synergy Civil Engineering, Inc. e=mpalmer@synergyci vileng.com Reason: I am the author of this document Location: 0-0- :-0:00 P RO. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC. SITE FIXTURES WILL BE PAINTED,SCREENED, OR OTHERWISE CONCEALED, OR BLENDED IN URE.. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. M. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF DUNEDIN'S REQUIREMENTS AND STANDARDS. ALL PROPOSED SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF %. GOVERNING STANDARDS AND SPECIFICATIONS: CITY OF DUNEDIN STANDARD DETAILS & SPECIFICATION DATED JUNE 0. Verizon 0 Cleveland St. Clearwater, FL --0 IN HORIZONTAL CONTROL: (SEE SURVEY MAP PREPARED BY. SOLID WASTE WILL BE PROVIDED BY A DUMPSTER. Sanitary Sewer Provider PO Box Clearwater, FL Review Agencies. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE.. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL OTHER IMPROVEMENTS WITHIN R-O-W. Clearwater Gas System 00 North Myrtle Ave. Clearwater, FL --00 G. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" " ELEV. 0 AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL # 0C00H, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: MAY, 00 Water Utility Provider PO Box Clearwater, FL C NOTES: BENCH MARK: ELEVATIONS SHOWN BASED ON PINELLAS COUNTY BENCH MARK "GRAY 0".NATIONAL GEODETIC SURVEY PUBLISHED ELEVATION=.'. (NORTH AMERICAN VERTICAL DATUM OF ) Bright House Networks 00 Carillon Parkway, Suite St. Petersburg, FL MI VERTICAL DATUM: PREPARED BY: INFRASTRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL/SOILS REPORT RECOMMENDATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THIS REPORT FROM THE OWNER/DEVELOPER/ ENGINEER PRIOR TO ANY BID AND/OR CONSTRUCTION. Duke Energy Florida P.O. Box 0 St. Petersburg, FL C- CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No. Sheet: of Revision No. 0

2 '.'.'.' ' N CITY OF DUNEDIN NOTES:. ALL DRIVEWAYS ARE GRANTED FOR THE USE OF THE PROPERTY OWNER. MAINTENANCE OF DRIVEWAY FROM THE EDGE OF THE ROAD PAVEMENT TO THE RIGHT OF WAY LINE, INCLUDING THE PORTION OF ANY SIDEWALK WITHIN THE DRIVEWAY, IS THE RESPONSIBILITY OF THE PROPERTY OWNER.. THE ONSITE STORM WATER SYSTEM IS PRIVATLEY OWNED AND MAINTAINED BY THE PROPERTY OWNER ASSOCIATION. SITE LEGEND PROPOSED HANDICAP PARKING YARD DRAIN ROADWAY CENTER LINE COLUMN PROPOSED CONC. PAVEMENT Clearwater, FL Tel. ()- 0 San Christopher Dr. Suite D rod@sdgfl.com 0 LF CITY PAVER RIGHT OF WAY SIDEWALK PER INDEX. NO. TRUNCATED DOMES PER FDOT (BLACK) INDEX ' #0 (TYP.) '.0' '.' ' () " WHITE STOP BAR () R- STOP SIGN DROP CURB FDOT INDEX NO. 00 NEW TURN OUT (TYP.) PER INDEX NO. M.O.T. PER F.D.O.T. INDEX & 0 GARAGE FF = GARAGE FF = BEGIN ' HIGH CONC. UNIT NO. ' HIGH ' X ' PER ADA ' X ' PER ADA UNIT NO. 0 GARAGE FF = UNIT NO. GARAGE FF = GARAGE FF = GARAGE FF =.'.' ' HIGH PROPOSED YD DUMPSTER CITY SIDEWALK REPLACEMENT PROPOSED CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT EXISTING CITY SIDEWALK SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY SITE TRIANGLE TYPICAL 0 PARKING SPACES SIDEWALK ' RADIUS LINEAR FEET SQUARE FEET PROPOSED TRUNCATED DOMES Construction. No pedestrian pathway is to be removed, blocked, or disturbed without having a sufficient designated temporary pedestrian pathway with all appropriate pedestrian maintenance of traffic signs (f.d.o.t. index 0) in place prior to pathway being affected.. All temporary pedestrian pathways must be firm and unyielding.. Any sidewalk disturbed will be replaced by section within hour, to specifications.. All concrete placed within the city right of way for curbing, Driveways and Sidewalks shall be a minimum of inches thick and be an FDOT approved mix, class nonstructural,,000 PSI with fiber mesh.. The retains the right to make alterations to the permit, attached sketch or character of work as may be considered necessary or desirable during the progress of the work for satisfactory completion of the proposed construction.. The permittee shall notify the of date of completion, request a final inspection and a Notice of Final Acceptance for all work with the City right of way.. All construction and/or maintenance on the right of way shall conform to the Federal Manual on Uniform Traffic Devices (MUTCD), the FDOT Roadway and Traffic Design Standards, the Standard Specifications for Road and Bridge Construction, Plans Preparation Manual and Drainage Manual and all Standards.. Prior to removal of existing curb or driveway, the edge of travel shall be saw cut to avoid damaging the existing roadway asphalt. 0 Beltrees Street Unit ) Safety Harbor, Florida Ph: () -0 james@paradisebydesigninc.com LF CITY PAVER SIDEWALK PER INDEX. NO..'. All concrete to be removed in FDOT right of way shall be saw cut and removed from the nearest joint. 0. No lane closures of any road are allowed without hour advance notice and approval from the Engineering Department.. Any sidewalk damaged as a result of work being performed in association with the permittee and contractor shall be removed and replaced with " thick class non-structural concrete with fiber mesh additive. CONC. RETAINING WALL ' HIGH. Open cutting of any roadway, driveway or sidewalk outside those limits identified within the permit are not allowed without prior approval of by the.. No stock piling, storing or semi permanent use of the right of way is authorized unless specifically identified within the permit.. No work within th City right of way shall be performed during the weeks of any state or federal holidays unless otherwise approved in writing by the.. The Contractor is required to have a preconstruction meeting with the City of Dunedin inspector weeks prior to any construction beginning within the Right of Way.. Driveway to be constructed per F.D.O.T. Index No. general application. CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No. -. All new sidewalks shall be constructed per index no.,.. All new curb & gutter shall be constructed per F.D.O.T. index no. 00. C-0 of 0

3 Clearwater, FL Tel. () RIGHT OF WAY GARAGE FF = GARAGE FF = UNIT NO UNIT NO GARAGE FF = UNIT NO. GARAGE FF =... GARAGE FF = GARAGE FF = THERE SHALL BE A % MAX. CROSS SLOPE ON ALL SIDEWALKS THE SURVEY WAS PREPARED IN N.A.V.D. DATUM 0 San Christopher Dr. Suite D rod@sdgfl.com 0 Beltrees Street Unit Safety Harbor, Florida Ph: () -0 james@paradisebydesigninc.com ) PAVER SECTION TYP. NO. AGGREGATE IN OPENINGS CONCRETE PAVERS MIN. /" (0 mm) THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN) POND BOTTOM BEDDING COURSE " (0 TO 0 mm) THICK (TYP. NO. Pea Rock).0" (00 MM) THICK NO. STONE OPEN-GRADED BASE MIN. " (0 MM) THICK NO. STONE SUBBASE GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE PAVING, GRADING & DRAINAGE NOTES:. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF CODES AND STANDARDS.. ALL ROOF RUNOFF SHALL BE ROUTED TO THE PROPOSED STORM WATER SYSTEM (PREVIOUS PAVERS) FOR TREATMENT BEFORE DISCHARGE. CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No. - GRADING PLAN SHWL EL.= x EST. SOIL SUBGRADE SLOPED TO DRAIN C-0 of 0

4 CITY OF DUNEDIN NOTES.Hydrostatic testing of the underground system at 00 psi for two hours and witnessed by the local AHJ (requires hr notice);. Restrained joints to be installed on all fittings, valves, caps and plugs plus on all 0 degree bends, ties, etc use poured in place or cement precast thrust blocks at the appropriate locations. Clearwater, FL Tel. ()-. Fourteen gauge locator U.S.E wire with blue protective insulation shall be installed directly on top of all water and fire mains with terminal ends brought up in the valve boxes at the cover. UTILITY LEGEND SS PROPOSED SANITARY LINE WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM EXISTING " SAN. PIPE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS " TAPPING SLEEVE & VALVE INDEX NO.,B & RIGHT OF WAY 0 LF " DIP LF " PVC % INDEX NO. D & MH- INDEX NO.,,, EXISTING " WATER PIPE " POLYTUBE IRRIGATION SERVICE INDEX NO. & GARAGE FF = SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING RECLAIMED WATER PIPE - INDEX NO. 0 METER & BACKFLOW PREVENTER PROPOSED WATER & -D SPRINKLER SERVICE (TYP.) SIZE TO BE DETERMINED PRIOR TO PERMIT SUBMITTAL GARAGE FF = " C-00 WATER SERVICE UNIT NO. LF " PVC % MIN. UNIT NO. 0 GARAGE FF = UNIT NO. GARAGE FF = GARAGE FF = MH- GARAGE FF = WM GENERAL NOTES PROPOSED WATER LINE PROPOSED CLEANOUT - CO PROPOSED WATER LINE TEST POINT PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED WATER METER & BACKFLOW PREVENTER PROPOSED RECLAIMED WATER METER PROPOSED DDVCA WATER LINE TREE DRIPLINE FIRE DEPARTMENT CONNECTION (FDC) ENTRANCE CONOPY AREA COLUMN PVC PIPES (ROOF DRAINS/HEADER & UNDERDRAINS) REINFORCED CONCRETE PIPES (RCP) 0 % VUA LANDSCAPE CLEANOUT. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF DUNEDIN'S UTILITY ATLAS.. POTABLE WATER & FIRE SERVICE SHALL BE PROVIDED BY: THE CITY OF DUNEDIN.. SANITARY SERVICE SHALL BE PROVIDED BY: THE CITY OF DUNEDIN.. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY.. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES.. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL ETC. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS.. UNDERGROUND WATERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA.. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO BLDG. 0. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES: (SEE DETAIL SHEET). "NO PARKING, FIRE DEPARTMENT CONNECTION" SIGNS SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR INFORMATION SIGNAGE AND BE MAINTAINED WITH A CLEARANCE OF / FEET IN FRONT OF AND TO SIDE OF APPLIANCE. AS PER FLORIDA FIRE PREVENTION CODE, 00 EDITION. MODIFICATION TO SECTION -. OF NFPA FIRE HYDRANTS SHALL HAVE CLEARANCES OF /' ON THE FRONT AND SIDES. (SEE DETAIL SHEET FOR ADDITIONAL NOTES). ALSO, WITH A FT. CLEARANCE TO THE REAR OF THE HYDRANT PER NFPA, SEC. -.. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER & LIGHT POLES WITH WITH THE LOCAL UTILITY COMPANY. ALSO THERE SHALL BE A ' HORIZONTAL CLEARANCE FROM THE EDGE OF SIDEWALK TO ANY VERTICAL STRUCTURES.. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO SATISFY SITE-SPECIFIC WATER CAPACITY AND PRESSURE REQUIREMENTS AND/OR WASTEWATER CAPACITY REQUIREMENTS, THE MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR EXPENSE. IF UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THE INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS.. ALL FDC'S SHALL BE LOCATED WITHIN 00 FT. OF FIRE HYDRANT AND AT LEAST FT. FROM THE FACE OF BLDG. FDC'S AND FHA'S SHALL BE LOCATED ON THE SAME SIDE OF THE ROAD.. ALL FIRE LINES SHALL BE TESTED AT 00 PSI IN ACCORDANCE WITH NFPA.. INSTALL THRUST BLOCKS AT ALL AND 0 BENDS.. DUCTILE IRON PIPE SHALL BE INSTALLED BETWEEN WATER MAIN (TAP) AND BACKFLOW PREVENTION DEVICE (B.F.P.D.).. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON SERVICE SIDE OF B.F.P.D.. THE CITY OF DUNEDIN, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS. 0. ALL ON-SITE ELECTRICAL AND COMMUNICATION LINES SHALL BE INSTALLED UNDERGROUND. ) 0 San Christopher Dr. Suite D rod@sdgfl.com 0 Beltrees Street Unit Safety Harbor, Florida Ph: () -0 james@paradisebydesigninc.com CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No. - UTILITY PLAN C-0 of 0

Clearwater, FL Tel. ()- SITE LEGEND PROPOSED HANDICAP PARKING YARD DRAIN ROADWAY CENTER LINE COLUMN PROPOSED CONC. PAVEMENT 0 San Christopher Dr. Suite D rod@sdgfl.

com SITE BOUNDARY LINE RIGHT OF WAY GARAGE FF = GARAGE FF = UNIT NO. UNIT NO. 0 GARAGE FF = UNIT NO.

5 Clearwater, FL Tel. ()- SITE LEGEND PROPOSED HANDICAP PARKING YARD DRAIN ROADWAY CENTER LINE COLUMN PROPOSED CONC. PAVEMENT 0 San Christopher Dr. Suite D rod@sdgfl.com CITY SIDEWALK REPLACEMENT PROPOSED CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT EXISTING CITY SIDEWALK 0 Beltrees Street Unit Safety Harbor, Florida Ph: () -0 james@paradisebydesigninc.com SITE BOUNDARY LINE RIGHT OF WAY GARAGE FF = GARAGE FF = UNIT NO. UNIT NO. 0 GARAGE FF = UNIT NO. GARAGE FF = GARAGE FF = GARAGE FF = CENTER LINE OF ROAD RIGHT-OF-WAY SITE TRIANGLE TYPICAL 0 PARKING SPACES SIDEWALK ' RADIUS LINEAR FEET SQUARE FEET PROPOSED TRUNCATED DOMES Construction. No pedestrian pathway is to be removed, blocked, or disturbed without having a sufficient designated temporary pedestrian pathway with all appropriate pedestrian maintenance of traffic signs (f.d.o.t. index 0) in place prior to pathway being affected.. All temporary pedestrian pathways must be firm and unyielding.. Any sidewalk disturbed will be replaced by section within hour, to specifications.. All concrete placed within the city right of way for curbing, Driveways and Sidewalks shall be a minimum of inches thick and be an FDOT approved mix, class nonstructural,,000 PSI with fiber mesh.. The retains the right to make alterations to the permit, attached sketch or character of work as may be considered necessary or desirable during the progress of the work for satisfactory completion of the proposed construction.. The permittee shall notify the of date of completion, request a final inspection and a Notice of Final Acceptance for all work with the City right of way.. All construction and/or maintenance on the right of way shall conform to the Federal Manual on Uniform Traffic Devices (MUTCD), the FDOT Roadway and Traffic Design Standards, the Standard Specifications for Road and Bridge Construction, Plans Preparation Manual and Drainage Manual and all Standards.. Prior to removal of existing curb or driveway, the edge of travel shall be saw cut to avoid damaging the existing roadway asphalt. ). All concrete to be removed in FDOT right of way shall be saw cut and removed from the nearest joint. 0. No lane closures of any road are allowed without hour advance notice and approval from the Engineering Department.. Any sidewalk damaged as a result of work being performed in association with the permittee and contractor shall be removed and replaced with " thick class non-structural concrete with fiber mesh additive.. Open cutting of any roadway, driveway or sidewalk outside those limits identified within the permit are not allowed without prior approval of by the.. No stock piling, storing or semi permanent use of the right of way is authorized unless specifically identified within the permit. CIVIL ENGINEERING, INC. CERTIFICATE OF AUTHORIZATION No.. No work within th City right of way shall be performed during the weeks of any state or federal holidays unless otherwise approved in writing by the.. The Contractor is required to have a preconstruction meeting with the City of Dunedin inspector weeks prior to any construction beginning within the Right of Way.. Driveway to be constructed per F.D.O.T. Index No. general application. -. All new sidewalks shall be constructed per index no.,.. All new curb & gutter shall be constructed per F.D.O.T. index no. 00. C-0 of 0

NORTH OF THE PROPERTY ON BOYETTE ROAD, PUBLISHED ELEVATION 92.29' (NAVD88).

NORTH OF THE PROPERTY ON BOYETTE ROAD, PUBLISHED ELEVATION 92.29' (NAVD88). "REUSE OF THIS DOCUMENT: THE IDEAS & DESIGNS INCORPORATED INTO THIS DRAWING ARE PROVIDED AS A PROFESSIONAL SERVICE TO THIS CLIENT AND ARE THE PROPERTY OF MPH THESE IDEAS & DESIGNS ARE NOT TO BE USED FOR