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City of Edgewater - Plat of Topographic Survey - 09-10-2018PLAT OF TOPOGRAPHIC SURVEY OF a CL a 0 cc UJ O Cr lL1 cre IWAND 20 I RE -SUBDIVISION OF \ 0;z. MAP BOOK 8, PAGE 231 RIVEREDGE ACRES RIVEREDGE ACRES MAP BOOK 9, PAGE 260 \ BLOCK "2" BLOCK 112" LOT 1 REC 5/8" IRON ROD LOT 2 LOT 7 \ w LOT 9 AND CAP "CONO 2599 REC 5/8" IRON ROD REC 4"x4" CONCRETE REC 5l8 IRON ROD AND CAP "RLS 4165" \ AND CAP "RLS 4165" 1NUMENT WITH IRON ROD Ask 171.10' (M) 14.5 15.0 171.10' (M) 12+6 171.12' (M) 15.3 � + 15 9 INGRESS/EGRESS EASEMENT PER ' EAST LINE OF U.S. LOT 3 OFFICIAL RECORDS BOOK 6045, PAGE 115 +14.1/ � + +13.2 14.6-------- 15.1 +145 PROPOSED 50' EASEMENT FOR + 15.58 1+10.6 11,7 + +11.6 +12.6 INGRESS/EGRESS, DRAINAGE & UTILITIES \-TOP OF RAISED CONCRETE OQMER MINIATURE + 14,1 GOLF COURSE STRUC URE) 11.4 13.9- + +--' 14 ^'*.7 14.2 15.0 14 10.5+ SEE DETAIL LOWER RIGHT #1829 LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 6334, PAGE 4173 ASPHALT DRIVE .... I #1825 LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 6045, PAGE 115 #1821 LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 6971, PAGE 3118 ' / LU M I- O LL Z CY- z 0 z #1813 LANDS DESCRIBED IN WARRANTY DEED PER OFFICIAL RECORDS BOOK 3730, PAGE 2396 ' / 0 / 0. I ' ' P 44 GRAPHIC SCALE / G 0 30 0 IS 30 60 I ( IN FEET ) / 1 Inch = 30 ft. / / I CALL BEFORE YOU DIG.., 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW TYPE SURVEY DA TE WORK ORDER # P.C. CALC. DRAFT CHECKS TOPOGRAPHIC SURVEY Oq 10 2018 18-07-017 J.W.C. J.W.C. B.T.C. J.W.C. TYPE DA TE WORK ORDER # --- CALC. DRAFT CHECKS A portion of U.S. Lot 3, Section 2, Township 18 South, Range 34 East, Volusia County, Florida. SURVEY REPORT: 1. Limits and scope of Topographic Survey identified by Randy Coslow, P.E., City of Edgewater. 2. Subject to restrictions, reservations, limitations, easements and rights of way, if any, appearing of record. 3. This map of survey and report prepared without the benefit of an abstract and no title work has been performed or provided to this surveyor. 4. This map of survey and report is subject to any facts that may be disclosed by a full and accurate title search. 5. The location of any subsurface foundations, improvements, features or utilities which may or may not exist and which may or may not violate deed or easement lines are not determined or addressed by this survey. 6. Dimensions indicated hereon are in U.S. standard feet and decimals thereof, unless otherwise noted. 7. Elevations indicated hereon are in feet and decimals referenced to North American Vertical Datum 1988 and are based on United States Coastal and Geodetic Survey monument H 652, published elevation 10.29 feet. 8. Features shown by symbol as indicated are not to scale. 9. Drawing distance between features and property line may be exaggerated for clarity. 10. Ownership of fences shown hereon is not addressed by this survey. 11. Unless otherwise noted, the monumentation has no identification number or name. 12. The locations of existing underground facilities shown on this plat are approximate. The information is based on the facility owner's record drawing and/or field location work done by this surveyor. This surveyor did no exploratory excavation. It is the contractor's responsibility to locate all underground facilities prior to construction. Contractor/Owner to verify underground location by "Call Sunshine" 1-800-432-4770, prior to construction. 13. The intended topographic features located and shown on this survey are spot elevations and utilities observable by above ground visual observation. 14. Selected trees z6" dbh located per clients request. 15. The contours are approximate and were interpolated from the spot elevations shown hereon. 16. Additions or deletions to this survey map or report by other than the signing party or parties is prohibited without written consent of the signing party or parties per F.A.C. Rule 5J-17.051(3)(b)6. 17. The survey map and report or copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. CERTIFIED TO: CITY OF EDGEWATER 9.45 + 9.48 t 9.36 10.3 1-1 10.05 + 9.98 10.52 SANITARY -SEWER MANHOLE TOP ELEV. = 10.22' BENCHMARK NO. 2 TOP OF CONCRETE MONUMENT WITH IRON ROD + 10.3 ELEVATION = 10.28' FEET (NAVD 1988) x T OAK , 4 I X PVC I PALM T_--- RISER PROPOSED 50' EASEMENT FOR INGRESS/EGRESS, DRAINAGE & UTILI 1 p X N d +10.6 +' +11.6 11.7 +12.6 oU I x o� I +11.4 z U 0 2 10.5 + 3 14' OAK 2.4 Q + Q I 10.7 12.3 9.3+ PARCEL LINE U 10.5 8.8 8.4 + 12.5 7.8 I 10.8 7.9 7.5 Cp O + 8.0 13,2 20" OAK + 7.8 BENCHMARK NO. 1 "X" +7.8 7 7 CUT ON SOUTHEAST CORNER -' OF RAISED CATCH BASIN 8+, 7.8 7.9s 8+ ELEVATION = 10.81' FEET + 0 84 + 8.1 + \ (NAVD 1988) 10.7 8.24 + 13,3 I 10.0 9.4 23' OAK 9.11 18" OA + ® + 10.6 10.1 9.85 10.5 10.63 10.44 10.53 CONCRETE-8AG 10.51 10.61 10.62 10.57 SPILLWAY 10.66 ASPHALT DRIVE 10.76 CATCH BASIN o CATCH BASIN (BURED) TOP ELEV. = 10.85' TOP ELEV. = 8.qq' BOTTOM ELEV. = 6.33' NWIy INVERT ELEV. = 6.40' TOP OF WEIR = 11.2' (WEIR AROUND CATCH BASIN) 31 DETAIL 1" = 2 0' LEGEND & ABBREVIA TONS CERTIFICATE OF AUTHORIZATION NUMBER LB 7883 THIS PROPERTY IS LOCATED IN F.I.R.M. ZONES) N/A = DENOTES 5/8" IRON ROD W/ " CORY LB #7883 " R = DELTA = RADIUS OR (P) (D) = PLAT - DESCRIPTION P.R.M. = PERMANENT REFERENCE MONUMENT I hereby certify that this survey map and report of the subject property THIS LOCATION IS DETERMINED FROM F.I.R.M. COMMUNITY CAP UNLESS OTHERWISE NOTED RANGE (M) = MEASURED P.C.P. = PERMANENT CONTROL POINT is true and correct to the best of my knowledge, information and belief PANEL MAP REVISED L = ARC LENGTH (C) = CALCULATED 0 = DENOTES IRON PIPE C = CHORD (CALC) PWER OLE as surveyed in the field under my supervision on the dates shown UNLESS OTHERWISE NOTED TB = CHORD BEARING `G) T PRORATED = GRID E- O/U = GY WIRE = OVERHEAD UTILITIES hereon. I further certify that this survey map and report meets the I DAN I EL W. CO RY 0 = DENOTES CONCRETE TOWNSHIP O.R. = OFFICIAL RECORD A/C CLF = AIR CONDITIONER = CHAIN -LINK FENCE Standards of Practice set forth in F.A.C. Rule.5J-1.7, adopted by the MONUMENT UNLESS OTHERWISE NOTED (R) (NR) = RADIAL = NON -RADIAL M.B. BOOK = MAP BOOK BWF = BARBED WIRE FENCE Florida Board of Professional, Sura/e• .ors�.and``I gppens, pursuant to SURVEYOR, LLC (NT) = NON -TANGENT P.o.B. =POINT OF AC. R/W n ACRES =RIGHT-OF-WAY !- Florida Statutes Ch. 472.427;Sc�bj'Q�to'theDquallficatlons noted 300 CANAL STREET EMT = ELECTRICAL METAL TUBING PC = POINT OF BEGINNING QL - CENTER LINE y• hereon. ti „ : NEW SMYRNA BEACH, FLORIDA 32168 FND = FQUND REC = RECOVERED CURVATURE OR PARTY CHIEF P.O.C. - POINT OF COMMENCEMENT ' - CONCRETE (CONC) ,f _d (386) 427-9575 N(Y) = NORTHING COORDINATE VALUE PT = POINT OF ® = WATER METER a CONCRETE STOOP „� : _� Yr`t a _ r_ , , L /' � ,.�, -- FAX (386) 427.1783 E(X) = EASTING COORDINATE VALUE TANGENCY © =TELECOMMUNICATIONS (TELE) RISER . - .� F- ly 'rf_ c ' �" ' _• Web site: corysurveyor.com LB = LICENSED BUSINESS P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER F.I.R.M = FLOOD INSURANCE RATE MAP N.A V.D.= NORTH AMERICAN VERTICAL DATUM (1988) F.F. RCP = FINISHED FLOOR ELEVATION = REINFORCED CONCRETE PIPE p f ,, DAM& W C ..1 NQ. ' PREPARED FOR: CITY OF EDGEWATER N.G.V.D.= NATIONAL GEODETIC VERTICAL DATUM (1929) CMP =CORRUGATED METAL PIPE ..Y ;�i�i,I/'/..` ,21�. C.C.C.L. = COASTAL CONSTRUCTION CONTROL LINE CPP = CORRUGATED PLASTIC PIPE �,� p j ✓EFFREY �Y. C`DRY rt'' fI'/.` /VO. 4>39 SCALE 1 �� = 30' FILE # 350I--F U S C.BG.S.= UNITED STATES COAST 8 GEODETIC SURVEY + 0.0 = EXISTING ELEVATION (ELEV) .Am*, PART OF U.S. LOT 3, SEC. 2, T 15 S, R 34 E CC W Q 0 Z I yn \ RE -SUBDIVISION OF \ \ �< �\ MAP BOOK 8, PAGE 231 RIVEREDGE ACRES MAP BODK 9, PAGE 260 RIVEREDGE ACRES y BLOCK `2" \' BLOCK O I REC 5/8' IRON ROD �Q 2 LOT AND CAP 'CONO 2599• LOT 2 LOT 7 v� \ LOT 9 \ REC 1318' IRON ROD \ \ REC &'B' IRON ROD REC 4 x4' CONCRETE MONUMENT WITH IRON ROD AND CAP'RLS 416V `lk \ AND CAP 'RLS 4165' 171.101(Il4) — 171.12' (14) 171.10' (M) tls+t-/ s\� ,ao EAST LINE OF U.S. LOT 3 72 a * has INGRESSlEGRESS EASEMENT PER OFFICIAL RECORDS BOOK %45, PAGE 115 14.1 ,L \4.8 +a - - - - - - - - - - - - - - PROPOSED 50' EASEMENT FOR \ taa faee 11.7 +,f.a +tze INGRESSIEGRESS, DRAINAGE & UTILITIES ' 70P OF RABEO CONCRETE 11.1 13.a U.1 CGLF C—E 9TW1C11Ai) .T - I I \ SEE DETAIL LOWER RIGHT \ \ \ `\ #1829 LANDS DESCRIBED IN WARRANTY DEED PER \ I \ OFFICIAL RECORDS BOOK 6334, PAGE 4173 \ \ \ \ #1825 LANDS DESCRIBED IN WARRANTY DEED PER �\ \ #1821 OFFICIAL RECORDS BOOK 8045, PAGE 115 I LANDS DESCRIBED IN WARRANTY DEED PER Y OFFICIAL RECORDS BOOK 6971, PAGE 3118 \ I OZ J Z #1813 \ / I \ LANDS DESCRIBED IN WARRANTY DEED PER I OFFICIAL RECORDS 800K 3730, PAGE 2396 I \ / I \ / I � \\\ / CRAPHIC SCALE IN FEET ) / . •7 I inch = 30 rt. NOT TO SCALE P -'OTC REDUCED PLAT OF TOPOGRAPHIC SURVEY OF A potion of U S Lot 9 Section 2 Township 18 South, P.ange 34 East Vol.isia Cpunty, Flonca SURVEY REPORT: 1 Limits and srape of Topographic S Trvey Identified by Randy Cosl"t F F City of Fdgewate• Subject to restrictions, reservations limitations, Basements and rig -its orvia y i' a-iy appearing of record 3 This map of survey and report prepared without the benefit of an aL•stract and no title work has been performed or provided to U»s surveyor 4 This map of survey and report is subject to any facts that may be disclosed by a full and accurate htle search 5 The locahan of arY subsurface foundations impmverrents, fcatl.rrs or utilitres whist rra y a• may not exist anc which may or may not vlo ate deed or easemert lines are not determined or addressed by this 9Urvev 6 Dimensions indicated hereon are in U S standard feet and deci-na s thereof unless ot•Merwise noted Elevations indicated hereon are in feet and decimals referenced to North American Vertical Datum 1988 and are basec on United States Coastal and Geocetic Sun•ev monument H 652 published elevation 10 29 feet 8 Features shown by symbol as Indicated are not to scale 9 Drawing distance between'eat.-es and property line may oe exaggerated for clarity 10 Ownership of fences shown hereon Is not addressed try this suvey 11 Uness Otherwise noted the m3-iumentation has no Ide-ndicat on nu nDer or name 12 The locations of exist ng undergro-nd facilities shown on this pat are app•ox.imate Tte Information is based or, the facllty owner s rexrd draw ng and/or field location work done by this surveyor This surveyor did no exp ora-ony excavatio-I It s the contractor s responsioility to lo•--ate all underground facilities prior to construction. Contr3ctorlOwner to verify undercround location by 'Call Sunshine' 1.80C-432-477C prier to construction 13 The intended topographic features located and shown on t-iis survey are spot elevations and utll ties observahle by above ground visual ooservation 14 Selected trees 6 dbh located per chen-s request 15 The contours are approximate anc were iriw,polslec fiori ale spot elevalions shown hereon 16 Additions or delet ons to this survey me:) or report by other than the signirg oarty or parties is prohibited without written consent of .he signing party o, parties per = A. C Rule 5J-17 051(3)(b)6 17 The s.irvey map and report or copies thereof are not va'ld without the signature and the original raised seal of a Flonda I Tensed suveyr,.r and mapper CERTIFIED-O CITY OF EDGEWATER I BENCHMARK NO. 2 TOP OF CONCRETE MONUMENT ale WITH IRON ROD +tom ELEVATION = 10.28' FEET (NAVD 1988) x �P.11L^ CDAX 1 �j 0 ]T I PALM\ T— we it6Ea K PROPOSED 50' EASEMENT FOR INGRESS/EGRESS, DRAINAGE & UTILITIES C, \ 'A LU taOD 0.0 1006 fa0D ,oe 11.4 \I z _ � W a — — — — — — — — — — — — — tab I n d WOAK 1 \ + U II � a a W I 10.7 tit II d s 3 I PARCEL LINE Cz PC + t 10.3 1027 102a U + fa11 • to.. w +,za Q II 0 7� IIU I iaa 7A 7.5 coG a III _ 2 O a goa0 tat raw +73 +7.e BENCHMARK NO. 1 7.7 "X" CUT ON SOUTHEAST CORNER �, OF RAISED CATCH BASIN 7.e 7.Ba a+ ELEVATION = 10.81' FEET ia7 4 u +a2/+ \yy (NAVD 1988) o• � 7aOAK e.11 1 \ 1 .D ,ose lam + + 10.0 ,a1 'm + 1(I.a foss ia.r + fa4/ taa, 1aDt r�'as ASPHALT CA21VE 10.76 \ saaTAAr-I5&VK `t4NaE CATCH 9A% DETAIL Tap ELEv . In.rz I CATCH aAsu cBWEV) TOP ELCV. - 10.05' TOP ELM - 8.W BOTTOM ELEV. - 6-Mr III _ 20 I lop' ER Y OF WERWERTE Ill a4d C (WAMIN) CATCH MW I / / BURIED UTILITIES NOTE I I, --"TYPE SURVEY LUTE WORKORDER# AC, CALC, DRAFT HEC/lE LEGEND 4 ABBREVIATIONS CI L,PCINBURIED UTIUTIE$ ARE SHINED AT M UT APPRO%MATE S AND FIELD BASED TOPOGRAPHIC SUR':EN O9 ID 2OIB I6-0-017 J.W.C. J.W.C. B.T.C. J.W.G. =DENOTES 6*' IRON ROD W: Q =DELTA DPI =RWT PRM =PERhvlA_NT REFERENCE EVIDENCE INFORMATION OBTAINED FROM MIGHTY EXIST ON T AND FlELD / V"CNCAR DOER BURIED UTILITIES D MIGHT EXIST ON THE SUBJECT 91E CAP CORY LBATMI?- R =RADIUS OR (Di =DESCRIPTION MONUMENT / W!9(DI ARE NOT SHOWN ON THIS DRAWING USE EXTREME CAUTION UNLESS OTHERWISE NOTED RANGE ("I .1*-$VREO PCP=PERATANENT CONTROL DURRlG EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATEONE. O L •ARC LEN3IH (Cl =CALCULATED POINT 0 i-BID-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR To 0 =DENOTES IROMPIPE C =CHORDIED CALC) ny =POWER POLE EXCAVATION OPERATIONS UNLESS OTHERWISE NOTED CS =CHOROBEARING (PRi PRORATED =GUYWIRE B 171 aOENOTES CONLRFIP ' =TANDEM tlt (G) =GRID ON =OVERHEAD UTILITIES h CALL BEFORE YOU DIG... 1-800-432-4770 V UTILITIES PROTECTION CENTER IT'S THE LAW PART OF U3. LOT 3, BEC. 2, 1 IB 9, R 34 E