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HomeMy WebLinkAboutPLOT OF SURVEYM COASTAL BARRIER RESOURCES SYSTEM (CBRS) LEGEND 10-01.1983 CBRS Area FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER OCTOBER 01, 19831N DESIGNATED CSRSAREAS. 11-16-1990 CBRS Area FLOOD INSURANCE NOT AVAILABLE. FOR: STRUCTURES NEWLY BUILT OR: SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 1990 IN DESIGNATED CBRS AREAS. Boundaries of the John H. Chafes Coastal Barrier Resources System (CBRS) shown on this FIRM were transferred from the official CBRS source map(s) for this area andare depicted on this FIRM for informational purposes only. The official CBRS maps are enacted by Congress via the Coastal Bawler Resources. Act, as amended, and maintained by the U.S. Fish and Wildlife Service (FWS). The official CBRS maps used to determine whether or not an area is located within the CBRS are available for download at htto:ilwww.iws.eov. For an official determination of whether or not an area is located within the CBRS, or for any questions regarding the CBRS, please contact the FWS field office for this area at (772) 562.3909. WEST PROPERTY LINE (LOT 5) Line Table LINE LENGTH BEARING L1 83.97 N26°41'W W V1 arowG �aa I�ZZ I w W * N (04 �o� T LU p 0 LO 1`o0) C) -- U_zW O.Ze1 ° LOr 5 or1 1.28' FDEP CM r 94-77-AO8 NOT FOUND o v � ' t- r- FDEP CM 94-77-AO7 NOT FOUND G w a cs L16 FD FDEP CM 94-77-AO6 N 1079108.5910 NAD 83 E 909949.5690 NAD 63 CCCL LINE Table LINE LENGTH :BEARING L1 605.18' S40°5T12'W L2 945.85' N17°4548'V1l L3 - 1004.86' N17°3T54'V11 L4 971.82' N20°32'26'IN L5 962.24' N20°59'07'W L6 363:94' SO6°15'28"E L7 973:90' N22°42'47W L8 986.72' N22°38'15'11V t9 999.80' N22°29'12'W L10 997:33' N21°51'17"W L11 256:84' S07°1T01"E L92 990.86' N22°14'05'W L13 972:35' N22°08'15'VV i14 998.49' N22°0T52'W L15 988.33' N22°14'09'NV L16 213.36' N70°2347"E CCCL DETAIL NOT TO SCALE °'' 5' HIGH CONCRETE BLOCK AND - STUCCO WALL FD P/K FDL/B#497 \ x M ui x �s \,4 z ;flf ®`x O 16'r - 7y `3. FD 5/8" IRC Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LlNID SURVEYOR PSM - PROFESSIOW L SURVEYOR & MAPPER LB - LAND SURVf."Y1NG BUSINESS q - CENTERLINE R - RADIUS L - LENGTH 0 - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING o - (PCP PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT M - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT O - (IP) IRON PIPE IP - IRON PIPE ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP El - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND (M) - MEASURED (P) - PLAT (C) - CALCULATED GUY WIRE r� - WOOD UTILITY POLE 19 - TELEPHONE SERVICE 10 - CABLE T.V. BOX 2 - ELECTRIC BOX * - LIGHT POST ® - WELL - HYDRANT - GATE VALVE 04 - IRRIGA11ON VALVE ® - WATER METER OS - SANITARY MANHOLE ® - SANITARY SERVICE - SEPTIC TANK - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE '� - STREET SIGN 23.5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM y23.5 - TYPICAL ELEVATION LAND SURVEYOR 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET o �5' C- � N 11261 ' m\m LOT 4 SINGLE FAMILY North z�? ,y a BENCHMARK RESIDENCE 6 < LB#6905NAIL&DISK o ,3 F.F.E.= 11.33' \ x11n x1'1& x5.2° x303 xis3 xop2 m\m ELEV.=4.86'NAVD oo ` � 9• oy x \ W N.1086307.3980 � E. 907229.5507 72.5' FD 4x4 CM -' 4g5 x x.�10 � (NOIDENTIFICATION) i 1t 9 ` 4" CLEAN OUT x5•°6 �REFFRENCEBEAR/NG) x5•Bg- xe•�� x`� 5• \ » `N 19• ®C� `t \ 233753 W 5 (M) Old (VACANT) �, ,! r„. �-"t r, •x ._. _ ._. ,. - � x ,9 N � ✓CJ J'f• E (K. Jf5 (M) a-. 1' • N8_9 58 4 E 388.72 OA)(P)(M � 27.08' - _ _ _ -x� soo' _ e° - J68.88' i1 e" Y' '' � . .4.2-': •�, / x � 11, x .:. \ � 75 ese - x� - - - - A4- - - -. y� - - s.00• ! l ) \ \_ � ss' x9.1t kk0 92 \ R• A% � ` xA. x4. 41i b�� 1�' n.� \ . \`1g ;1.� � 5�'ig. \ x3•°� 1.2x S m�25 cu � \ T I \ �•g, '�' \ 40p T ,$ \ \, `k >.� •L I �\ \D \� � Q �N1848'S3"W25.11'(M) • � \ ` I (VACANT) xb23 SEAWARD /uk9Ts of>w\o\r�0 CONSTRUCTION ACTIVITY y \ I a I \ x \ \ N20 48 41 W 2494 M) \ EXOTICS// I I I` � 9• \ \ �a;' � \ \ I �\ COASTAL STRAND ;<s0. r, t1� \ " '( \ \ � \ ) 1 x q5 x $ MEAN HIGH WATER LINE x4.2 x3•g3 x3�1 x3•� x35fS' /x8�0 t°. \ a i MIXED VEGETATION - b•25 \\. \ �$ ELEVATION0.51'NAVD N �: DATED 11105/18. f5'�.�f' �3yg MIXED VEGETATION \ \ \.SEAGRAPES ,y1%. gz \ g \v sQa \ \ \ Ito \. $ \�� `•'' \ \\ �\ \ �Q $ ;Q\ � �\ \\ \ \ \ N14 48'14 "W 23.96' M „ `� `-t---------r--icy--------� 30' \ \ \ x1J \ \ \ \ N• � �, 7.5 BSB x3 x 95 9� o; ZERO CONTOUR 4g5 Fq 108,��i.,, � 169.14' �-*\22.�51� ...\ S ) � 80.90'x~`_--0.00' NAND' �s• 4.Bs 79.5 l 09 38'14 "E 378. a3' (oA)lPI<M> 3• x _ ; x " .x � - �,oe � \ N89"58 14 E 59.75(M) 3 DATED 11/05/18 1717 Liggend. , \� 4.94 x ® i x x 5! "IRC �x9. 4. Is" � Z 16 L 59 x910 N 500 N.1086J32.4187 N1 "�' x393 t�s29k E. 9072 0.9357 PLATTED MEAN HIGH WATER � N COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, LINE - PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, �'i \ s�•'' FLORIDA. RECORDED SEPTEMBER 15,1988. inn 0 � SEASONAL HIGH WATER LINE `L y�y ' -• ELEVATION 5.28' NANO `��� `\ N DATED 11/05/18. � G ACCESS, UTILITY, ` �T 6 A �o DRAINAGE, LANDSCAPE \(per \ 7- AND WALL EASEMENT vt _ CONTROL LINEPER � \ e PLAT BOOK 19, PAGE 8, t]O RECORDED DECEMBER \ \ 12, 1978. REPORT OF SURVEY: LOT T *TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC ® (VACANT) AS LOT 5\ Of 0. A F.F.E. - FINISH FLOOR ELEVATION " THIS SURVEY PERFORMED BY: (OA) - OVER MERIDIAN NDIAN RIVER SURVEYORS (R) - RADIAL (NR) - NON-R DIAL VERO BEACH, FLORIDA 32960 R/W - RIGHT F WAY `PROFESSIONAL SURVEYOR & MAPPE�RESPONSIBLE CHARGE: A/C - AIR CONDITIONER 9 � CHARLES H.$LANCHARD P.S.M. #57+E8�r CONC. - CONCRETE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (SJ-17, BSB - BUILDING SETBACK LINE 80,87• 20.0 FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED' Tree Plants o a ` - � GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. - BEACH AISLES ® O O THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE 1NTH DIAMETER OPOSED 0 O�O AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. - DRIVEWAY 28.33' n - SEA GRAPES NTH DIAMETER 3.33 1 r P00 PROPOSED DECK N ® ELEVAfiIQNS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS O NtE'IFAf OIAME�TER � 3 00' 120,5 THEREOF. � m T^ THE LAST DATE OF FIELDWORK WAS: 11/05/78 ENTRY a m \* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE - PINE TREE 113•�$ 1� 0.67' LOT $ 3.0' N` � NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. WITH DIAMETER - SINGLE FAMILY : * THE BEARING BASE FOR THIS SURVEY IS N89°58'14'E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS w 5.00, RESIDENCE 7C)PROPOSED SHOWN ON THE PLAT THEREOF. OAK TREE 4.oa' F.F.E=20.00rPoolyAT1i DIAMETER 187N* THIS SURVEYDOES NOT CERTIFY TO THEEXISTENCE OR LOCATtON OF ANY UNDERGROUND IMPROVEMENTS; UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. 1'5NO INSTRUMENTSOF RECORD REGARDING 64SEMENTS, RIGHT-0E-WAYS, OR OWNERSHIP WERE PALM TREE56.00' SUPPLIED TO THIS SURVEYOR, EXCEPT A5 SHOWN: 1NTH DIAMETER AND HEIGHT * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. EXAMPLE: � (31 O=DIAMETER * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. H=HEIGHT LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT, UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. 66. % * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES'1fE-11", AND "AE-7" "PER 99' � FLOOD INSURANCE RATE MAP #12111 C0303J H, DATED FEBRUARY 16TH, 2012 LEGAL' DESCRIPTION: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAND) OF BEING A PARCEL OF LA D LAYING OVER A PORTION OF SECTION 27, ` 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A84418•BM12", TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: � «THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF � 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, FAST ZONE. BEING ALL OF LOT 5; A SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. ` 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. *THE MEAN HIGH WATER ELEVATION OF 0.51 NAND 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LUCIE COUNTY, FLORIDA. LAND BOUNDARY INFORMATION SYSTEM (IABINS) WEBSITE. « THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAND 1988) FOR THIS SURVEY IS BASED GRAPHIC SCALE ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE CERTIFIED TO: OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, zo 0 10 20 ao ao UNIVERSITY OF FLORIDA. 1. JOE MIRANDA THE CONVERSION FACTOR BETWEEN NGVD 1929 AND NAND 198818 -1.491. THIS WAS DETERMINED USING ' CORPSCON FOR WINDOWS. VER.6.0.1 ( IN FEET) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR inch = 20 ft. PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TYPE. BOUNDARY& TOPOGRAPHIC PROJECT# I8-073 LOT S DATE.- 11/07/18 F.B. 298 PG. 6. DRAWNBY.• D.B. CHECKED BY.' C.H.B. - SCALE.• 1:20 SHEET. 1 OF 1 NO. I DATE BY ,pq,�T� OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR .AND MAP#?E.R NAMED BELOW. ,i P.S.M. #5755 r��s»rw ir'�'►i Z:\Working Files\2018 JOBS\18-073-MIRANDA\18-073_DEP_(VER-17).dw% N/14/2018 9:53:14 AM, HP Oesignjet T520 24in PCL.pc3 V1 arowG �aa I�ZZ I w W * N (04 �o� T LU p 0 LO 1`o0) C) -- U_zW O.Ze1 ° LOr 5 or1 1.28' FDEP CM r 94-77-AO8 NOT FOUND o v � ' t- r- FDEP CM 94-77-AO7 NOT FOUND G w a cs L16 FD FDEP CM 94-77-AO6 N 1079108.5910 NAD 83 E 909949.5690 NAD 63 CCCL LINE Table LINE LENGTH :BEARING L1 605.18' S40°5T12'W L2 945.85' N17°4548'V1l L3 - 1004.86' N17°3T54'V11 L4 971.82' N20°32'26'IN L5 962.24' N20°59'07'W L6 363:94' SO6°15'28"E L7 973:90' N22°42'47W L8 986.72' N22°38'15'11V t9 999.80' N22°29'12'W L10 997:33' N21°51'17"W L11 256:84' S07°1T01"E L92 990.86' N22°14'05'W L13 972:35' N22°08'15'VV i14 998.49' N22°0T52'W L15 988.33' N22°14'09'NV L16 213.36' N70°2347"E CCCL DETAIL NOT TO SCALE °'' 5' HIGH CONCRETE BLOCK AND - STUCCO WALL FD P/K FDL/B#497 \ x M ui x �s \,4 z ;flf ®`x O 16'r - 7y `3. FD 5/8" IRC Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LlNID SURVEYOR PSM - PROFESSIOW L SURVEYOR & MAPPER LB - LAND SURVf."Y1NG BUSINESS q - CENTERLINE R - RADIUS L - LENGTH 0 - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING o - (PCP PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT M - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT O - (IP) IRON PIPE IP - IRON PIPE ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP El - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND (M) - MEASURED (P) - PLAT (C) - CALCULATED GUY WIRE r� - WOOD UTILITY POLE 19 - TELEPHONE SERVICE 10 - CABLE T.V. BOX 2 - ELECTRIC BOX * - LIGHT POST ® - WELL - HYDRANT - GATE VALVE 04 - IRRIGA11ON VALVE ® - WATER METER OS - SANITARY MANHOLE ® - SANITARY SERVICE - SEPTIC TANK - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE '� - STREET SIGN 23.5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM y23.5 - TYPICAL ELEVATION LAND SURVEYOR 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET o �5' C- � N 11261 ' m\m LOT 4 SINGLE FAMILY North z�? ,y a BENCHMARK RESIDENCE 6 < LB#6905NAIL&DISK o ,3 F.F.E.= 11.33' \ x11n x1'1& x5.2° x303 xis3 xop2 m\m ELEV.=4.86'NAVD oo ` � 9• oy x \ W N.1086307.3980 � E. 907229.5507 72.5' FD 4x4 CM -' 4g5 x x.�10 � (NOIDENTIFICATION) i 1t 9 ` 4" CLEAN OUT x5•°6 �REFFRENCEBEAR/NG) x5•Bg- xe•�� x`� 5• \ » `N 19• ®C� `t \ 233753 W 5 (M) Old (VACANT) �, ,! r„. �-"t r, •x ._. _ ._. ,. - � x ,9 N � ✓CJ J'f• E (K. Jf5 (M) a-. 1' • N8_9 58 4 E 388.72 OA)(P)(M � 27.08' - _ _ _ -x� soo' _ e° - J68.88' i1 e" Y' '' � . .4.2-': •�, / x � 11, x .:. \ � 75 ese - x� - - - - A4- - - -. y� - - s.00• ! l ) \ \_ � ss' x9.1t kk0 92 \ R• A% � ` xA. x4. 41i b�� 1�' n.� \ . \`1g ;1.� � 5�'ig. \ x3•°� 1.2x S m�25 cu � \ T I \ �•g, '�' \ 40p T ,$ \ \, `k >.� •L I �\ \D \� � Q �N1848'S3"W25.11'(M) • � \ ` I (VACANT) xb23 SEAWARD /uk9Ts of>w\o\r�0 CONSTRUCTION ACTIVITY y \ I a I \ x \ \ N20 48 41 W 2494 M) \ EXOTICS// I I I` � 9• \ \ �a;' � \ \ I �\ COASTAL STRAND ;<s0. r, t1� \ " '( \ \ � \ ) 1 x q5 x $ MEAN HIGH WATER LINE x4.2 x3•g3 x3�1 x3•� x35fS' /x8�0 t°. \ a i MIXED VEGETATION - b•25 \\. \ �$ ELEVATION0.51'NAVD N �: DATED 11105/18. f5'�.�f' �3yg MIXED VEGETATION \ \ \.SEAGRAPES ,y1%. gz \ g \v sQa \ \ \ Ito \. $ \�� `•'' \ \\ �\ \ �Q $ ;Q\ � �\ \\ \ \ \ N14 48'14 "W 23.96' M „ `� `-t---------r--icy--------� 30' \ \ \ x1J \ \ \ \ N• � �, 7.5 BSB x3 x 95 9� o; ZERO CONTOUR 4g5 Fq 108,��i.,, � 169.14' �-*\22.�51� ...\ S ) � 80.90'x~`_--0.00' NAND' �s• 4.Bs 79.5 l 09 38'14 "E 378. a3' (oA)lPI<M> 3• x _ ; x " .x � - �,oe � \ N89"58 14 E 59.75(M) 3 DATED 11/05/18 1717 Liggend. , \� 4.94 x ® i x x 5! "IRC �x9. 4. Is" � Z 16 L 59 x910 N 500 N.1086J32.4187 N1 "�' x393 t�s29k E. 9072 0.9357 PLATTED MEAN HIGH WATER � N COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, LINE - PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, �'i \ s�•'' FLORIDA. RECORDED SEPTEMBER 15,1988. inn 0 � SEASONAL HIGH WATER LINE `L y�y ' -• ELEVATION 5.28' NANO `��� `\ N DATED 11/05/18. � G ACCESS, UTILITY, ` �T 6 A �o DRAINAGE, LANDSCAPE \(per \ 7- AND WALL EASEMENT vt _ CONTROL LINEPER � \ e PLAT BOOK 19, PAGE 8, t]O RECORDED DECEMBER \ \ 12, 1978. REPORT OF SURVEY: LOT T *TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC ® (VACANT) AS LOT 5\ Of 0. A F.F.E. - FINISH FLOOR ELEVATION " THIS SURVEY PERFORMED BY: (OA) - OVER MERIDIAN NDIAN RIVER SURVEYORS (R) - RADIAL (NR) - NON-R DIAL VERO BEACH, FLORIDA 32960 R/W - RIGHT F WAY `PROFESSIONAL SURVEYOR & MAPPE�RESPONSIBLE CHARGE: A/C - AIR CONDITIONER 9 � CHARLES H.$LANCHARD P.S.M. #57+E8�r CONC. - CONCRETE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (SJ-17, BSB - BUILDING SETBACK LINE 80,87• 20.0 FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED' Tree Plants o a ` - � GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. - BEACH AISLES ® O O THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE 1NTH DIAMETER OPOSED 0 O�O AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. - DRIVEWAY 28.33' n - SEA GRAPES NTH DIAMETER 3.33 1 r P00 PROPOSED DECK N ® ELEVAfiIQNS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS O NtE'IFAf OIAME�TER � 3 00' 120,5 THEREOF. � m T^ THE LAST DATE OF FIELDWORK WAS: 11/05/78 ENTRY a m \* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE - PINE TREE 113•�$ 1� 0.67' LOT $ 3.0' N` � NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. WITH DIAMETER - SINGLE FAMILY : * THE BEARING BASE FOR THIS SURVEY IS N89°58'14'E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS w 5.00, RESIDENCE 7C)PROPOSED SHOWN ON THE PLAT THEREOF. OAK TREE 4.oa' F.F.E=20.00rPoolyAT1i DIAMETER 187N* THIS SURVEYDOES NOT CERTIFY TO THEEXISTENCE OR LOCATtON OF ANY UNDERGROUND IMPROVEMENTS; UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. 1'5NO INSTRUMENTSOF RECORD REGARDING 64SEMENTS, RIGHT-0E-WAYS, OR OWNERSHIP WERE PALM TREE56.00' SUPPLIED TO THIS SURVEYOR, EXCEPT A5 SHOWN: 1NTH DIAMETER AND HEIGHT * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. EXAMPLE: � (31 O=DIAMETER * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. H=HEIGHT LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT, UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. 66. % * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES'1fE-11", AND "AE-7" "PER 99' � FLOOD INSURANCE RATE MAP #12111 C0303J H, DATED FEBRUARY 16TH, 2012 LEGAL' DESCRIPTION: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAND) OF BEING A PARCEL OF LA D LAYING OVER A PORTION OF SECTION 27, ` 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A84418•BM12", TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: � «THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF � 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, FAST ZONE. BEING ALL OF LOT 5; A SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. ` 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. *THE MEAN HIGH WATER ELEVATION OF 0.51 NAND 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LUCIE COUNTY, FLORIDA. LAND BOUNDARY INFORMATION SYSTEM (IABINS) WEBSITE. « THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAND 1988) FOR THIS SURVEY IS BASED GRAPHIC SCALE ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE CERTIFIED TO: OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, zo 0 10 20 ao ao UNIVERSITY OF FLORIDA. 1. JOE MIRANDA THE CONVERSION FACTOR BETWEEN NGVD 1929 AND NAND 198818 -1.491. THIS WAS DETERMINED USING ' CORPSCON FOR WINDOWS. VER.6.0.1 ( IN FEET) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR inch = 20 ft. PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TYPE. BOUNDARY& TOPOGRAPHIC PROJECT# I8-073 LOT S DATE.- 11/07/18 F.B. 298 PG. 6. DRAWNBY.• D.B. CHECKED BY.' C.H.B. - SCALE.• 1:20 SHEET. 1 OF 1 NO. I DATE BY ,pq,�T� OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR .AND MAP#?E.R NAMED BELOW. ,i P.S.M. #5755 r��s»rw ir'�'►i Z:\Working Files\2018 JOBS\18-073-MIRANDA\18-073_DEP_(VER-17).dw% N/14/2018 9:53:14 AM, HP Oesignjet T520 24in PCL.pc3 CCCL DETAIL NOT TO SCALE °'' 5' HIGH CONCRETE BLOCK AND - STUCCO WALL FD P/K FDL/B#497 \ x M ui x �s \,4 z ;flf ®`x O 16'r - 7y `3. FD 5/8" IRC Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LlNID SURVEYOR PSM - PROFESSIOW L SURVEYOR & MAPPER LB - LAND SURVf."Y1NG BUSINESS q - CENTERLINE R - RADIUS L - LENGTH 0 - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING o - (PCP PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT M - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT O - (IP) IRON PIPE IP - IRON PIPE ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP El - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND (M) - MEASURED (P) - PLAT (C) - CALCULATED GUY WIRE r� - WOOD UTILITY POLE 19 - TELEPHONE SERVICE 10 - CABLE T.V. BOX 2 - ELECTRIC BOX * - LIGHT POST ® - WELL - HYDRANT - GATE VALVE 04 - IRRIGA11ON VALVE ® - WATER METER OS - SANITARY MANHOLE ® - SANITARY SERVICE - SEPTIC TANK - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE '� - STREET SIGN 23.5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM y23.5 - TYPICAL ELEVATION LAND SURVEYOR 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET o �5' C- � N 11261 ' m\m LOT 4 SINGLE FAMILY North z�? ,y a BENCHMARK RESIDENCE 6 < LB#6905NAIL&DISK o ,3 F.F.E.= 11.33' \ x11n x1'1& x5.2° x303 xis3 xop2 m\m ELEV.=4.86'NAVD oo ` � 9• oy x \ W N.1086307.3980 � E. 907229.5507 72.5' FD 4x4 CM -' 4g5 x x.�10 � (NOIDENTIFICATION) i 1t 9 ` 4" CLEAN OUT x5•°6 �REFFRENCEBEAR/NG) x5•Bg- xe•�� x`� 5• \ » `N 19• ®C� `t \ 233753 W 5 (M) Old (VACANT) �, ,! r„. �-"t r, •x ._. _ ._. ,. - � x ,9 N � ✓CJ J'f• E (K. Jf5 (M) a-. 1' • N8_9 58 4 E 388.72 OA)(P)(M � 27.08' - _ _ _ -x� soo' _ e° - J68.88' i1 e" Y' '' � . .4.2-': •�, / x � 11, x .:. \ � 75 ese - x� - - - - A4- - - -. y� - - s.00• ! l ) \ \_ � ss' x9.1t kk0 92 \ R• A% � ` xA. x4. 41i b�� 1�' n.� \ . \`1g ;1.� � 5�'ig. \ x3•°� 1.2x S m�25 cu � \ T I \ �•g, '�' \ 40p T ,$ \ \, `k >.� •L I �\ \D \� � Q �N1848'S3"W25.11'(M) • � \ ` I (VACANT) xb23 SEAWARD /uk9Ts of>w\o\r�0 CONSTRUCTION ACTIVITY y \ I a I \ x \ \ N20 48 41 W 2494 M) \ EXOTICS// I I I` � 9• \ \ �a;' � \ \ I �\ COASTAL STRAND ;<s0. r, t1� \ " '( \ \ � \ ) 1 x q5 x $ MEAN HIGH WATER LINE x4.2 x3•g3 x3�1 x3•� x35fS' /x8�0 t°. \ a i MIXED VEGETATION - b•25 \\. \ �$ ELEVATION0.51'NAVD N �: DATED 11105/18. f5'�.�f' �3yg MIXED VEGETATION \ \ \.SEAGRAPES ,y1%. gz \ g \v sQa \ \ \ Ito \. $ \�� `•'' \ \\ �\ \ �Q $ ;Q\ � �\ \\ \ \ \ N14 48'14 "W 23.96' M „ `� `-t---------r--icy--------� 30' \ \ \ x1J \ \ \ \ N• � �, 7.5 BSB x3 x 95 9� o; ZERO CONTOUR 4g5 Fq 108,��i.,, � 169.14' �-*\22.�51� ...\ S ) � 80.90'x~`_--0.00' NAND' �s• 4.Bs 79.5 l 09 38'14 "E 378. a3' (oA)lPI<M> 3• x _ ; x " .x � - �,oe � \ N89"58 14 E 59.75(M) 3 DATED 11/05/18 1717 Liggend. , \� 4.94 x ® i x x 5! "IRC �x9. 4. Is" � Z 16 L 59 x910 N 500 N.1086J32.4187 N1 "�' x393 t�s29k E. 9072 0.9357 PLATTED MEAN HIGH WATER � N COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, LINE - PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, �'i \ s�•'' FLORIDA. RECORDED SEPTEMBER 15,1988. inn 0 � SEASONAL HIGH WATER LINE `L y�y ' -• ELEVATION 5.28' NANO `��� `\ N DATED 11/05/18. � G ACCESS, UTILITY, ` �T 6 A �o DRAINAGE, LANDSCAPE \(per \ 7- AND WALL EASEMENT vt _ CONTROL LINEPER � \ e PLAT BOOK 19, PAGE 8, t]O RECORDED DECEMBER \ \ 12, 1978. REPORT OF SURVEY: LOT T *TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC ® (VACANT) AS LOT 5\ Of 0. A F.F.E. - FINISH FLOOR ELEVATION " THIS SURVEY PERFORMED BY: (OA) - OVER MERIDIAN NDIAN RIVER SURVEYORS (R) - RADIAL (NR) - NON-R DIAL VERO BEACH, FLORIDA 32960 R/W - RIGHT F WAY `PROFESSIONAL SURVEYOR & MAPPE�RESPONSIBLE CHARGE: A/C - AIR CONDITIONER 9 � CHARLES H.$LANCHARD P.S.M. #57+E8�r CONC. - CONCRETE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (SJ-17, BSB - BUILDING SETBACK LINE 80,87• 20.0 FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED' Tree Plants o a ` - � GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. - BEACH AISLES ® O O THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE 1NTH DIAMETER OPOSED 0 O�O AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. - DRIVEWAY 28.33' n - SEA GRAPES NTH DIAMETER 3.33 1 r P00 PROPOSED DECK N ® ELEVAfiIQNS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS O NtE'IFAf OIAME�TER � 3 00' 120,5 THEREOF. � m T^ THE LAST DATE OF FIELDWORK WAS: 11/05/78 ENTRY a m \* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE - PINE TREE 113•�$ 1� 0.67' LOT $ 3.0' N` � NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. WITH DIAMETER - SINGLE FAMILY : * THE BEARING BASE FOR THIS SURVEY IS N89°58'14'E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS w 5.00, RESIDENCE 7C)PROPOSED SHOWN ON THE PLAT THEREOF. OAK TREE 4.oa' F.F.E=20.00rPoolyAT1i DIAMETER 187N* THIS SURVEYDOES NOT CERTIFY TO THEEXISTENCE OR LOCATtON OF ANY UNDERGROUND IMPROVEMENTS; UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. 1'5NO INSTRUMENTSOF RECORD REGARDING 64SEMENTS, RIGHT-0E-WAYS, OR OWNERSHIP WERE PALM TREE56.00' SUPPLIED TO THIS SURVEYOR, EXCEPT A5 SHOWN: 1NTH DIAMETER AND HEIGHT * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. EXAMPLE: � (31 O=DIAMETER * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. H=HEIGHT LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT, UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. 66. % * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES'1fE-11", AND "AE-7" "PER 99' � FLOOD INSURANCE RATE MAP #12111 C0303J H, DATED FEBRUARY 16TH, 2012 LEGAL' DESCRIPTION: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAND) OF BEING A PARCEL OF LA D LAYING OVER A PORTION OF SECTION 27, ` 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A84418•BM12", TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: � «THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF � 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, FAST ZONE. BEING ALL OF LOT 5; A SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. ` 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. *THE MEAN HIGH WATER ELEVATION OF 0.51 NAND 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LUCIE COUNTY, FLORIDA. LAND BOUNDARY INFORMATION SYSTEM (IABINS) WEBSITE. « THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAND 1988) FOR THIS SURVEY IS BASED GRAPHIC SCALE ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE CERTIFIED TO: OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, zo 0 10 20 ao ao UNIVERSITY OF FLORIDA. 1. JOE MIRANDA THE CONVERSION FACTOR BETWEEN NGVD 1929 AND NAND 198818 -1.491. THIS WAS DETERMINED USING ' CORPSCON FOR WINDOWS. VER.6.0.1 ( IN FEET) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR inch = 20 ft. PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TYPE. BOUNDARY& TOPOGRAPHIC PROJECT# I8-073 LOT S DATE.- 11/07/18 F.B. 298 PG. 6. DRAWNBY.• D.B. CHECKED BY.' C.H.B. - SCALE.• 1:20 SHEET. 1 OF 1 NO. I DATE BY ,pq,�T� OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR .AND MAP#?E.R NAMED BELOW. ,i P.S.M. #5755 r��s»rw ir'�'►i Z:\Working Files\2018 JOBS\18-073-MIRANDA\18-073_DEP_(VER-17).dw% N/14/2018 9:53:14 AM, HP Oesignjet T520 24in PCL.pc3 ®`x O 16'r - 7y `3. FD 5/8" IRC Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LlNID SURVEYOR PSM - PROFESSIOW L SURVEYOR & MAPPER LB - LAND SURVf."Y1NG BUSINESS q - CENTERLINE R - RADIUS L - LENGTH 0 - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING o - (PCP PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT M - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT O - (IP) IRON PIPE IP - IRON PIPE ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP El - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND (M) - MEASURED (P) - PLAT (C) - CALCULATED GUY WIRE r� - WOOD UTILITY POLE 19 - TELEPHONE SERVICE 10 - CABLE T.V. BOX 2 - ELECTRIC BOX * - LIGHT POST ® - WELL - HYDRANT - GATE VALVE 04 - IRRIGA11ON VALVE ® - WATER METER OS - SANITARY MANHOLE ® - SANITARY SERVICE - SEPTIC TANK - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE '� - STREET SIGN 23.5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM y23.5 - TYPICAL ELEVATION LAND SURVEYOR 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET o �5' C- � N 11261 ' m\m LOT 4 SINGLE FAMILY North z�? ,y a BENCHMARK RESIDENCE 6 < LB#6905NAIL&DISK o ,3 F.F.E.= 11.33' \ x11n x1'1& x5.2° x303 xis3 xop2 m\m ELEV.=4.86'NAVD oo ` � 9• oy x \ W N.1086307.3980 � E. 907229.5507 72.5' FD 4x4 CM -' 4g5 x x.�10 � (NOIDENTIFICATION) i 1t 9 ` 4" CLEAN OUT x5•°6 �REFFRENCEBEAR/NG) x5•Bg- xe•�� x`� 5• \ » `N 19• ®C� `t \ 233753 W 5 (M) Old (VACANT) �, ,! r„. �-"t r, •x ._. _ ._. ,. - � x ,9 N � ✓CJ J'f• E (K. Jf5 (M) a-. 1' • N8_9 58 4 E 388.72 OA)(P)(M � 27.08' - _ _ _ -x� soo' _ e° - J68.88' i1 e" Y' '' � . .4.2-': •�, / x � 11, x .:. \ � 75 ese - x� - - - - A4- - - -. y� - - s.00• ! l ) \ \_ � ss' x9.1t kk0 92 \ R• A% � ` xA. x4. 41i b�� 1�' n.� \ . \`1g ;1.� � 5�'ig. \ x3•°� 1.2x S m�25 cu � \ T I \ �•g, '�' \ 40p T ,$ \ \, `k >.� •L I �\ \D \� � Q �N1848'S3"W25.11'(M) • � \ ` I (VACANT) xb23 SEAWARD /uk9Ts of>w\o\r�0 CONSTRUCTION ACTIVITY y \ I a I \ x \ \ N20 48 41 W 2494 M) \ EXOTICS// I I I` � 9• \ \ �a;' � \ \ I �\ COASTAL STRAND ;<s0. r, t1� \ " '( \ \ � \ ) 1 x q5 x $ MEAN HIGH WATER LINE x4.2 x3•g3 x3�1 x3•� x35fS' /x8�0 t°. \ a i MIXED VEGETATION - b•25 \\. \ �$ ELEVATION0.51'NAVD N �: DATED 11105/18. f5'�.�f' �3yg MIXED VEGETATION \ \ \.SEAGRAPES ,y1%. gz \ g \v sQa \ \ \ Ito \. $ \�� `•'' \ \\ �\ \ �Q $ ;Q\ � �\ \\ \ \ \ N14 48'14 "W 23.96' M „ `� `-t---------r--icy--------� 30' \ \ \ x1J \ \ \ \ N• � �, 7.5 BSB x3 x 95 9� o; ZERO CONTOUR 4g5 Fq 108,��i.,, � 169.14' �-*\22.�51� ...\ S ) � 80.90'x~`_--0.00' NAND' �s• 4.Bs 79.5 l 09 38'14 "E 378. a3' (oA)lPI<M> 3• x _ ; x " .x � - �,oe � \ N89"58 14 E 59.75(M) 3 DATED 11/05/18 1717 Liggend. , \� 4.94 x ® i x x 5! "IRC �x9. 4. Is" � Z 16 L 59 x910 N 500 N.1086J32.4187 N1 "�' x393 t�s29k E. 9072 0.9357 PLATTED MEAN HIGH WATER � N COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, LINE - PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, �'i \ s�•'' FLORIDA. RECORDED SEPTEMBER 15,1988. inn 0 � SEASONAL HIGH WATER LINE `L y�y ' -• ELEVATION 5.28' NANO `��� `\ N DATED 11/05/18. � G ACCESS, UTILITY, ` �T 6 A �o DRAINAGE, LANDSCAPE \(per \ 7- AND WALL EASEMENT vt _ CONTROL LINEPER � \ e PLAT BOOK 19, PAGE 8, t]O RECORDED DECEMBER \ \ 12, 1978. REPORT OF SURVEY: LOT T *TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC ® (VACANT) AS LOT 5\ Of 0. A F.F.E. - FINISH FLOOR ELEVATION " THIS SURVEY PERFORMED BY: (OA) - OVER MERIDIAN NDIAN RIVER SURVEYORS (R) - RADIAL (NR) - NON-R DIAL VERO BEACH, FLORIDA 32960 R/W - RIGHT F WAY `PROFESSIONAL SURVEYOR & MAPPE�RESPONSIBLE CHARGE: A/C - AIR CONDITIONER 9 � CHARLES H.$LANCHARD P.S.M. #57+E8�r CONC. - CONCRETE * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (SJ-17, BSB - BUILDING SETBACK LINE 80,87• 20.0 FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED' Tree Plants o a ` - � GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. - BEACH AISLES ® O O THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE 1NTH DIAMETER OPOSED 0 O�O AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. - DRIVEWAY 28.33' n - SEA GRAPES NTH DIAMETER 3.33 1 r P00 PROPOSED DECK N ® ELEVAfiIQNS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS O NtE'IFAf OIAME�TER � 3 00' 120,5 THEREOF. � m T^ THE LAST DATE OF FIELDWORK WAS: 11/05/78 ENTRY a m \* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE - PINE TREE 113•�$ 1� 0.67' LOT $ 3.0' N` � NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. WITH DIAMETER - SINGLE FAMILY : * THE BEARING BASE FOR THIS SURVEY IS N89°58'14'E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS w 5.00, RESIDENCE 7C)PROPOSED SHOWN ON THE PLAT THEREOF. OAK TREE 4.oa' F.F.E=20.00rPoolyAT1i DIAMETER 187N* THIS SURVEYDOES NOT CERTIFY TO THEEXISTENCE OR LOCATtON OF ANY UNDERGROUND IMPROVEMENTS; UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. 1'5NO INSTRUMENTSOF RECORD REGARDING 64SEMENTS, RIGHT-0E-WAYS, OR OWNERSHIP WERE PALM TREE56.00' SUPPLIED TO THIS SURVEYOR, EXCEPT A5 SHOWN: 1NTH DIAMETER AND HEIGHT * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. EXAMPLE: � (31 O=DIAMETER * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. H=HEIGHT LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT, UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. 66. % * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES'1fE-11", AND "AE-7" "PER 99' � FLOOD INSURANCE RATE MAP #12111 C0303J H, DATED FEBRUARY 16TH, 2012 LEGAL' DESCRIPTION: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAND) OF BEING A PARCEL OF LA D LAYING OVER A PORTION OF SECTION 27, ` 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A84418•BM12", TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: � «THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF � 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, FAST ZONE. BEING ALL OF LOT 5; A SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. ` 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. *THE MEAN HIGH WATER ELEVATION OF 0.51 NAND 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LUCIE COUNTY, FLORIDA. LAND BOUNDARY INFORMATION SYSTEM (IABINS) WEBSITE. « THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAND 1988) FOR THIS SURVEY IS BASED GRAPHIC SCALE ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE CERTIFIED TO: OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, zo 0 10 20 ao ao UNIVERSITY OF FLORIDA. 1. JOE MIRANDA THE CONVERSION FACTOR BETWEEN NGVD 1929 AND NAND 198818 -1.491. THIS WAS DETERMINED USING ' CORPSCON FOR WINDOWS. VER.6.0.1 ( IN FEET) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR inch = 20 ft. PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. TYPE. BOUNDARY& TOPOGRAPHIC PROJECT# I8-073 LOT S DATE.- 11/07/18 F.B. 298 PG. 6. DRAWNBY.• D.B. CHECKED BY.' C.H.B. - SCALE.• 1:20 SHEET. 1 OF 1 NO. I DATE BY ,pq,�T� OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR .AND MAP#?E.R NAMED BELOW. ,i P.S.M. #5755 r��s»rw ir'�'►i Z:\Working Files\2018 JOBS\18-073-MIRANDA\18-073_DEP_(VER-17).dw% N/14/2018 9:53:14 AM, HP Oesignjet T520 24in PCL.pc3 TYPE. BOUNDARY& TOPOGRAPHIC PROJECT# I8-073 LOT S DATE.- 11/07/18 F.B. 298 PG. 6. DRAWNBY.• D.B. CHECKED BY.' C.H.B. - SCALE.• 1:20 SHEET. 1 OF 1 NO. I DATE BY ,pq,�T� OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR .AND MAP#?E.R NAMED BELOW. ,i P.S.M. #5755 r��s»rw ir'�'►i Z:\Working Files\2018 JOBS\18-073-MIRANDA\18-073_DEP_(VER-17).dw% N/14/2018 9:53:14 AM, HP Oesignjet T520 24in PCL.pc3 H Ere, w 24— LIJ __... 20 16 12 ..._ J 8 aC 4 .. _. 0 ..::.. Cn E! 91 LEGEND PROPOSED PAVER DRIVEWAY EXISTING ELEVATION (NAVD) PROPOSED ELEVATION DRAINAGE FLOW DIRECTION PROPOSED SANITARY MANHOLE EXISTING CONTOUR PROPOSED CONTOUR ---- ---- �1 TOP OF BEAM EL. -20 0 20 40 60 80 100 120 1 k DIMENSIOMS PROVIDED ARE PERPENDICULAR TO THE 1988 CCCL CROSS SECTION A -A PILE FOUNDATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. TRUCTION CONTROL LfNE 20' 40 COASTAL CONS AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE r.`a u,ry rt ^MIMA DCPlMDMCM CCDTCAAQCR VARIES I I EL. VARIE 5:1 MAX. i EL. VARIES 7.8 -\ F.F.E = 8.0 6 MEAN HIGH WATER LINE PER PLAT BOOK 54, PAGES 40-46, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA SEASONAL HIGH WATER LINE ELEV. 5.28 NAVD OF 1988. LOCATED NOVEMBER 5, 2018, Y , yS23'57'53'W 5. 19' , o• ,,rs7j -y Y S 18'46'53'W 25.1 520'4841 "W 24.94' 0 0' ELEVATION "0" CONTOUR LINE x \ \ 1�'—S14'48'141W 23.96' GENERAL NOTES 1. ALL ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). TO CONVERT TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1988) ADD 1.49 FEET. NAVD 1983 + 1,49 = NGVD 1929. 2. ANY AND ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DEPOSITED AT AN UPLAND DISPOSAL SITE, 3. 1 HEREBY CERTIFY THAT THE FILL MATERIAL MEETS THE SPECIFICATIONS OF SUNSECTION 6SB-33.005(7), F.A.C. 4, LOT 5 EXCAVATION TO BE REMOVED FROM 38.4' TO 139.8' SEAWARD OF THE CCCL - 201 C.Y. (INCLUDING PILE EXCAVATION) FILL TO BE PLACED FROM 0.0' TO 150.06' SEAWARD OF THE CCCL = 1,836 C.Y. (INCLUDES 25% FILL COMPACTION) NET FILL TO BE PLACED SEAWARD OF CCCL = 1.635 C.Y. ALL PERMANENT EXCAVATIONIS DUE TO FOUNDATION EXISTING GRADES WILL NOT BE LOWERED �z 0) 36 > 32 Q 28 24 w 20 Lij 16 12 z 8 -1 4 U 0 UUMFU I tK 4400 BET_I F GROVE DRIVE R E V I S 1 0 N S— BY FILE REF. FIELD BK./PG. . _,._ FI. PIERCE, FL. 34481 .-� adyko PHONE:772-530.8261 esign FAX: 772 464-1383 engfnpod2250ad.com roup, LLC VEERS, PLANNERS Esc ( CTION MANAGERS ION NO.28610 — BY DATE DESIGNED RML 11-30-18 CALCS. DRAWN RML 11-30-18 DETAILED CHECKED RML APPRpVED MEAN HIGH WATER LINE LOCATED ON NOVEMBER 5, 2018, ELEVATION 0,51 (NAVD OF 1988). TO CONVERT TO NGVD OF 1929 ADD (+1.49) T O 7 LOCATION MAP LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING ALL OF LOT 5, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCELCONTAINING 0.72 ACRES, MORE OR LESS, rh .', n1 00. IAMONI� SA. DS .- L 0 T NV" el HORIZ. SCALE 1"=20'[ VERT. SCALE: 1"=20' p_R T_ h r JOB No. 18-095 J GRADING & D f�I �'� 1 GE P .n A sHEEr 1 of "� \ 5 HIGHBLOCK 57U000 WALL \ N BS 1 CLU 10 R l Ex. PLANTINGS TG PS REMAIN \ 1 E L �\ \ 16 U CLU JUN 16 30 CR TR 2 CRI 3 5 ,AN OUT ! N89 ILE PS 14 1 CLU BS 16 PALM \ MYR 2AK9 FAK BEARING) 10 3. 72' (0A)(P)(b6x — Sm soo --M m mt \ FAK \\ LOT 4 COG 10 EX. SINGLE FAMILY ® \ RESIDENCE 16 \ �R \ POST DUNE \\ PST DUN NGS ' •�•,22.55'.• .4�£• 85.11' _ _ �° \ �N EX. NATIVE VEGETATION TO REMAIN EAST OF �l 20' CONSTRUCTION FENCING (ONLY INVASIVE 1 \ oR DN E IUA EXOTICS SHALL BE REMOVED) nolry 0ix°oCnrteE GOa' NOTE REANT CONSERVATION EASEMENT WHERE NEEDED iE OECK \ g96 USING THE FOLLOWING PLANT MIX- GROUP LIKE SPECIES x— Xnevlle.m,uv°I J/tO• 1 \U1 TO CREATE MASSES. OTY'S TBD IN FIELD IN AREAS WHERE \ �P \ (,•Ix \N BNOTICS HAVE BEEN NATIVE BIORAREIS VOID OF DUNE MATERIAL a COAST CONS RUCTION L E AS RE ORDED IN PLAT B6� PAGE 26- I, OF HE PUBLIC CORDS F ST. LUCIE COUP \ FLORIDA. COR ED SEPTEMB 15,191 8. \ N`, MYR 30 \ v CLU CHR 13 JUN 21 14 2 CES1 \ J` 12 LOT 6 ' r\ 3 \\ O\ (VACANT) \ \ ACCESS, UTILITY \ ` 9 \9 \ DRAINAGE, LANDS APE \ \ AND WALL EASE ENT Palm Planting Detail Tree Stakes are to be removed between 6-12 months NTS b the Owner. cut fronds and Y n bud to increase survival of use. Place (3) 2 x 4's, equally around tree Secure w/ steel wire strapping Apply Burlap only wheret3" 3) 2 x 4's, equally Apply burlap only where wood is in contact tree wood is in contact w/tree, w/ tree, to minimize w/ Steel Wire Strapping to minimize staining trunk. staining trunk. tball 24" Radius. Construct saucer to Mulch 3" thick. ep Mulch, after retain water Construct Saucerng in, 24" radius Backfill mixRoot 2 x 4 Stake to retain water2 x 4 Stake Banner.(ISee plan for location If IIIEIII (III (III=1111 __Diameter of hole is to be =applicable. IIITo be installed according to50%larger man diameter Backfill Mix NDiameter of Hole is to manufacturer's specification. of root ball -be 3x larger than diameter of root ball THE DRAWINGS ARE THE PROPERTY OF THE J4T. LANDSCAPE ARCHRE ETHEY ARE MADE IB°R WHTHE ICH EXECUTED OR NOT. r OR USE FOR OTHER DESIGN BY LMB PROJECTS IS PERMITTED a` ONLY eY WRrr1EN SCALE AS NOTED COTHE LA' NTRACT UNAUTHORIZED USE WILL Bo THE COPYRIGHT uWs. REVISION DATE BY DATE 01-14-2019 Tree Pla are Remove burlap from top of motball Construct saucer to retain 3 GAL SEAGRAPE; 3'O.C. \—� - t GAL DUNE SUNFLOWER: 2-O.C. iA '\ 6dwAFn LIMB OF tT - t GAL SEA OATS; V O.C. q IXiBiRUcma \LSE TEMPORARY GROUND IRRIGATION mry y `\(TY SUCCESSFULLY ESTABLISH NEw PLANTINGS. \ ,\X�, COASTAL STRAND V Ulm ---1 sou �\ aR ON WNE MSA FIXED vEGETAToN FOOL INFINITY EPDE T aouoN. a,ams EX. SABAL PALM \ TO REMAIN E%. DUNE Dwvsses JII \ 3� _ CAI TO REMNN 30' \ �22.61`153�5\��•� 80.90' NIN PUIIINTINGS 6, SP CES 2 3 12 FAK \ \ PLATTED MEAN HIGH WATER LIN 10 COASTAL CONSTRUCTION \\ s \ ` CONTROL LINE PER PLAT BOOK 19, PAGE \fin `�_ RECORDED DECEMBER 8, Planting Plan \ �9 `` 12, 1978. Scale: 1 " = 20' i Detail Shrub & Groundcover Planting Detail oved between 6-12 months by the Owner. NTS Note: All Shrubs And Groundcover Shall Be Triangular NTS Spaced Along Straight Edges And Will Be Planted In Parallel Rows Along Curved Edges. Lynn Bender Landscape Architecture Arbor tie guying material 3/4" wide flat woven polypropylene fabric by deep root partners or equal; tied to tree & stakes — Stake: 2 x 2 PT Pine - 24" Radlus. Mulch 3" thick. -Diameter of hole is to be 50 k larger than diameter of root ball Backfill mix 5610 Adair Way Lake Worth, FL 33467 Phone: 561-644-3237 LbenderLarch@gmall.com FL-LA6666715 4" Earthen Edge of Pavement, Curb or Bedline Mulch Prepared Planting Soil Backfill Scarifv Pit Bottom DIAMOND SANDS - LOT 5 MIRANDA RVSIDENCE St. Lucie County, Florida l N89'E SE DEL DF North GRAPHIC SCALE 20 0 20 40 60 SCALE. • (1 Inch = 20 Feet) Call 48 hours before yyoou dig n Florida It's the Lot 1-800-432-4770 FP&L (305) 347-3900 Sunshine State One Call of Florlda, Inc. (votes All proposed plant material shall be Fla. #1 or better. (Fla. No. 1 as defined by Grades and Standards for Nursery Stock latest edition) All new landscape areas shall be provided 100%O coverage automatic irrigation system as approved by County & DEP. (Temporary only within dune areas) All new planting areas shall be free from shell rock, debris, weeds, etc. Contractor shall verify all final quantities in field under supervision of DEP field officer for limits of installation.. Contractor shall provide unit prices at time of bid. Contractor Shall be familiar w/ the Landscape code and shall comply with all of its applicable requirements. All contractors working on the project shall be licensed and fully insured as required. LEGEND - INTERLOCKING PAVERS: Paver Systems or equal. PAVER UNIT PATTERN NOTES (color, mix, direction, etc.) APPIAN-STONE herringbone color - TBD by owner Planter Edging Detail Pavers adjacent to Landscape Areas 2" Mulc 2" min. paver GENERAL NOTES: Finished Grade e For complete Installation &Specification details of pavers contact Paver Systems by Old Castle or equal. AFTER Plant T Installation roweled concrete 4-5202 d restraint to be 561 84 edge ( ) 9 6" max.�71 positioned starting e To maintain color consistency, pavers must be installed from several cubes at a time, working halfway down Side vertically through the cube instead of layer by layer. This will ensure subtle blending of any NOTE: Top of mulch to be set 2 inches Y minor color variations between the cubes. below finished grade of pavers. of pavers, 6" down & 6" out. Cross Section A Slope III ° — Sand -Filled Joints PER RI to be full -paver soldier course (minimal cuts) Edge of concrete to have smooth Appian -Stone Pavers or Similiar flat vertical edge abutting pavers (See Legend for Type, Size, Pattern, & Color) 1" - 1 1/2" Sand Bedding Course �- Screeded to the grade & profile required 4" Compacted Crushed Limerock NTS 4"1 Compacted Subbase For complete Installation & Specification details of pavers contact Paver Systems by Old Caslte or equal PROPOSED DECORATIVE CONCRETE PAVERS DETAIL LOT 5 - PROPOSED PLANT LIST KEY QTY ICOMMONNAME SCIENTIFIC NAME SIZE/SPEC NATIVE TREES & PALMS BS 2 GUMBO LIMBO Bursars simaruba 14' OA 3" DBH; 5' CT, SPECIMEN W/ CHARACTER NATIVE CES1 3 SILVER BUTTONWOOD Conocarpus erectus var, sericeus 12' OA; 2.5" DBH NATIVE CD 2 PIGEON PLUM Coccoloba diversifolia 12' OA; 2.5" DBH NATIVE CR 2 PITCH APPLE Clusia rosea I Z OA; 2.5" DBH NATIVE LL 2 LIGUSTRUM Ligustrum lucidum 81X81, MULTI TREE FORM PS 2 DATE PALM Phoenix dactylifera 8' G.W.; SPECIMEN PHO 1 PYGMY DATE PALM Phoenix roebelenii 5' O.A.; MULTI; SPECIMEN SP 12 CABBAGE PALM Sabal palmetto 1 8'-24' O.A.;STG HTS NATIVE TR 3 FL THATCH PALM Thrinax radiate 7-8' OA NATIVE ACCENTS, SHRUBS & GROUNDCOVERS ILE 30 DWF YAUPON HOLLY Ilex Vomitoria'Schilling's Dwarf 3 GAL.; 14" OA;; FULL; 15" OC. NATIVE CES 12 SILVER BUTTONWOOD Conocarpus eractus var. sericeus 3 GAL.; FULL TO BASE; 18" OC. NATIVE CDC 16 SEAGRAPE SHRUB Coccoloba uvifem 3 GAL.; FULL; 30" OC NATIVE CRO 2 GROTON SPR Codiaeum variegatum 7 GAL.; FULL CLU 63 SMALL LEAF CLUSIA Clusia gutfifera 7 GAL.; FULL; 2.5' OC. CRI 5 PURPLE CRINUM Cdnum asiaticum Queen emma 15 GAL.; FULL; 3 PPP FAK 30 FAKAHATCHEE thpsacum dactyloides 3 GAL.; FULL; 30" OC NATIVE EUG 2 TOPIARY Eugenia myrtifolium 3 GAL.; FULL; SHAPE TBD MYR 34 WAX MYRTLE Myrica oerifera 3 GAL.; FULL; 18" OC. NATIVE CHR 19 COCOPLUM Chrysobalanus icaoo 3 GAL.; 20" OA; FULL TO BASE; 2' OC. NATIVE LIR 36 EG LIRIOPE Liriope muscari 3 GAL.; FULLY ROOTED, 18" OC FIC 102 GREEN ISLAND FICUS Ficus microcarpa'Green Island' 3 GAL.; 15" OA; FULL; PLANT SOLID JUN 42 SHORE JUNIPER Junipems conferta 3 GAL.; 18" OC, FULLY ROOTED ,E_ Agry sod 4800 SF +/- ST. AUGUSTINE Stenotaphrum secundatum'Floratam' SOD LAID FLAT; END TO END; NO GAPS; FINAL AMOUNT TBD PLANTING PLAN LYNN M. BENDER Ft. Reg LA No. 6666715 PROJECT NO. DS LOT 5 SHEET LP-1 5 HIGHLS AW STUCCO Ili R3A OR EQUAL AW ,y The R3A pathlight is a durable fixture made from brass and copper It Is Ideal for walkway and area lighting in any landscape theme and location Ii:l IF6 Ll, Qy - hi - 2 Wildlife Lighting CerllRcaticellon Number { I• i f M10-014 - A Construction All brass components. 112 schedule 40 brass stem. ' 18-gauge copper shade, underside powdercoated white. Lens Frosted borosilicate glass, 48mm wall thickness Stem Height 12 inchesis standard, Available stem heights: — 8 8'120 cm] 12" [30 am] c bgJT"w. —12 16 16' 140 cm] tgy —20 20" [51 cm] Custom heights upon request Voltage I Lamp Options --me.a p2xmi—I 12V Remote transformer required. MR16 LED, GUI SVI 5 Watt Amber (I 500K) Gras threat — ar p.e"nl 120V 1230V 1 MR16L D. MRchides — e SW -A 5 Wad Amber (I 500K) Optical —HER Half shield far 180°illumination Accessories Mounting 112' male threads. Mounts into any standard j-box or. Accessories GS2 Heavy -duly ground spike +ssteo,z�ml _ GS2BC Heavy-duty ground spike with cast brass cap Heavy-duty ground spike with brass cap —GS3R for telescoping riser GS4 ' Standard ground spike with cast brass cap _JB Cast brass junction box ' This accessory for 12 Volt fixture only. Finish: Unfinished Is standard, no specification required. The fixture will weather too natural patina. The patina process is natural with brass and capper. Rate of patina and eventual cola Is dependent upon climate and proximity to R3A shown the ocean. Thus, Beachside does not guarantee any specific appearance. on 12" stem Weight: 3 71be 1.7 kg]with 12" stem IP66 CSA Listed, file 9190030 10 year fixture warranty MADE IN USA 3 year warranty on MR16 LED lamps R3A - Horizontal Footcandles at Radius from Fixture base with Standard 12" Stem Height Lamp 1'10.3m 1 2'10.6m 3.10.9m 4'/1.2m 15'/1.Sm1 6'11.8m T/2dm 8'J 2.4m 91 1 10'/3.0m SW -A 1.73 0.73 0.37 1 0.24 1 0,17 1 0.13 1 0.10 I U'U( I0.06 0.04 Project By Date Forordedng purposes, please specify (example: R3A-120V-12—Siff-A—HSR—GS2) R3A — — — — Fixture Voltage teu�Tim eig� Lamp Accessory(ies) 6EAOHSIOE LIGHTING •000-4066732 •—Bearrxinu0Ming.corn \\'A" CI FAN 01 IT LOT 4 EX, SINGLE FAMILY RESIDENCE (REFERENCE BEARING) COASTAL CONSTRUCTION LINE AS RECORUEU IN FLA I nUUlc 2a, PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. RECORDED SEPTEMBER 15, 1988. Decorative Landscape Plan Scale: 1" = 20' SYMBOL FIXTURE TOTAL # *BULB LUMENS TYPE OF MOUNING FIXTURES & TYPE MOUNT HEIGHT (BRAND/MODEL NO.) ®. R-SERIES PATHLIGHT 9 5W-A STEM POST 12" LA R3A-TURTLE FRIENDLY 120V MR16 LED 5 WATT AMBER GS2BC OR EQUAL 1500K % Heavy duty ground spike wl cast brass cep * If Lumens are unknowon, bulb watage is acceptable. 85.11' EX. NATIVE VEGETATION TO REMAIN EAST OF CONSTRUCTION FENCING (ONLY INVASIVE EXOTICS SHALL BE REMOVED) USING THE FOLLOWING POINT MIX - GROUP LIKE W TO CREATE MASSES. OIYS TBO IN FIELD IN PREPS' 3 EXOTICS HAVE BEEN REMOVED MR AREAS VOID D J NATIVE DUNE MATERIAL. i - 3(19EAGRAPE; TO.C. - f GI DUNE SUNFLOWER; 2' O.C. - 1 GAL SEA OATS; V C.C. `\Os TEMPORARY MOW GROUND IRRIGATION ONLY TO \(TA SUCCESSFULLY ESTABLISH NEW PLANTINGS. ♦\- W— COASTAL STRAND Call 48 haury before yynou dig In nol:&C We the LaW! 1-800- 432-4770 FP&L (305) 347-3900 Sunshine State One Call of Florida, Inc. O 1 cDc? SAND BEACH \ PLATTED MEAN HIGH WATER ♦`\ COASTAL CONSTRUCTION CONTROL LINE PER \ PLAT BOOK 19, PAGE 8, ♦S/ RECORDED DECEMBER ` \ 12, 1978. rn \ N \ C% N89 58'14 "E 59. North GRAPHIC SCALE 20 0 20 40 60 SCALE.(1 Inch = 20 Feet) ``r o O 0 0 a; 1V N O O Z < rn \ r `w 5O O S MEAN HIGH WATER LINE \ ELEVATION U.51' NAVD DATED 11/05/18. \ `�-0.00' ZERO CONTOUR NAVD �. DATED 11/05/18 SEASONAL HIGH WATER LINE ELEVATION 5.28' NAVD DATED 11/05/18. I-A r. h'; rE 2C I C Fhr+;. r f E THE z PROJECT NO. PROPERTTHE Y OF TH LANDSCAPE ARC"RRWEL"f. ERiFiEY Lynn Bender 5610 Adair Way DIAMOND SAN13S - LOT 5 o: ; T �P F .'� 5 0 ' DS LOT 5 j�F11CH ARE MADE E IS EXECUTED OR Nor. COPY Lake Worth, FL 33467 MIRANDA RESIDENCE -.., , N� DECORATIVE LANDSCAPE LIGHTING PLAN ° SHEET OR USE FOR o R n `r ; PROJECTS IS PER fl'fED an seape Phone: 561-644-3237 t DESIGN BY LMB CONNTRACTWWITH THE LA LbenderLarch@gmaii.com St. Lucie County Florida LT-1 SCALE AS NOTED UNAUTHORIZED USE WILL Architecture FL-LA6666715 3 LYNN M. BENDER Pl. Re LA No. 6666715 s REVISION DATE BY DATE 01-14-2019 TO THE COPYRIGHT LAWS`. `` IRRIGATION SCHEDULE CRITICAL ANALYSIS YALYE SCHEDULE SYMBOL MANUFACTURER/MODEL CITY P.O.C. NUMBER: 01 Air NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP Hunter PROS-04 5' strip spray 25 Water Source Information: 1 Hunter PGV-101G 1" Turf Spray 22.32 17 30 0.70 3.95 34.66 38.82 1.58 in/h s ES LCS RCS CS SS 2 Hunter PGV-101G 1" Shrub Spray 9.97 20 30 0.79 1.90 32.70 35.45 1.57 in/h LV O Q le Q Hunter PROS-048' radius 16 FLOW AVAILABLE 3 Hunter PGV-101G 1" Shrub Spray 18.85 21 30 0.78 2.91 33.69 37.91 1.78 in/h 0 T H F Water Meter Size: 1-1/2" 4 Hunter PGV-101G 1" Turf Spray 24.38 23 30 3.41 4.53 37.94 43.44 1.40 in/h - >o ° Q 0 Hunter PROS-04 10' radius 21 5 Hunter PGV-101 G 1" Turf Spray 24.55 26 30 2.76 4.57 37.34 42.72 1.56 in/h Flow Available: 75.00 gpm North 0 T H F 6 Hunter PGV-101G 1" Shrub Spray 23.60 31 30 2.99 4.31 37.30 43.94 1.53 in/h 0,z ,2 ,z ,2 ,2 Hunter PROS-04 12' radius 6 7 Hunter PGV-101G 1" Turf Spray 24,68 27 30 3.23 4.61 37.84 45.63 1.55 in/h 0 T H TT TO F PRESSURE AVAILABLE GRAPHICLE ,6 ,a,s,e ,s ,s Hunter PROS-0415' radius 25 Static Pressure at POC:70.00 psi o T H Tr TO F Elevation Change: 5.00 ft 0 0 0 0 0 Hunter PROS-12 5' strip spray 54 20 0 20 40 60 ES LCS RCS CS SS Service Line Size: 3" SCALE. (1 Inch = 20 Feet) (!) a @ ® Hunter PROS-12 8• radius 11 Length of Service Line: 20.00 ft 0 T H F Pressure Available: 68.00 psi ( ID 0 po Hunter PROS-12 10' radius 7 0 T H F DESIGN ANALYSIS Call 48 yhooura Ins Floerid " dig SYMBOL MANUFACTURER/MODEL CITY Maximum Station Flow: 24.68 gpm It's the LEW! Flow Available at POC: 75.00 gpm 1-B00-432-4770 Hunter PGV-101G 1" 7 Residual Flow Available: 50.32 gpm IRRIGATION SPECIFICATIONS FP&L (305) 347-3900 BF Febco 765 1-1/2" 1 1. IRRIGATION POINT OF CONNECTION SHALL BE CAPABLE OF DELIVERING A VARIABLE FLOW RATE OF 7. MAINLINE, LATERALS AND CONTROL WIRES SHALL BE INSTALLED INSIDE THE SAME TRENCH WHENEVER POSSIBLE.. Sunshine State One Call of Florida, Inc. 25 GPM AT A CONSTANT PRESSURE OF 44 PSI DOWNSTREAM OF Pressure Req. at Critical Station:37.84 psi BACKFLOW PREVENTION DEVICE.POINT OF CONNECTION SHELL BE ABLE TO MAINTAIN THE MAXIMUM FLOW RATE 8. SYSTEM TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. © Hunter PCC-1200 1 Loss for Fittings: 0.36 psi AND PRESSURE FOR THE DURATION OF AN IRRIGATION CYCLE. CONTRACTOR SHALL VERIFY THESE PARAMETERS PRIOR Loss for Main Line: 3.61 psi TO CONSTRUCTION, AND NOTIFY OWNER'S REPRESENTATIVE AND IRRIGATION CONSULTANT IF THEY CANNOT BE MET. 9. CONTROLER SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. ® Hunter Solar -Sync 1 Loss for POC to Valve Elevation:0.00 psi 10. ALL WIRE SHALL BE #18 DIRECT BURIAL U.F. MULTI -CABLE. 2. IF THE POINT OF CONNECTION EXCEEDS THE ABOVE PRESSURE REQUIREMENTS, A PRESSURE REGULATOR SHALL BE � l.J Water Meter 1-1/2" 1 Loss for Backflow: 2.55 psi INSTALLED AT THE OWNER'S EXPENSE. PRESSURE REGULATOR SHALL BE SET AT THE PRESSURE RECOMMENED ABOVE. 11. ALL FIELD WIRE ABOVE GRADE OR WITHIN STRUCTURE TO BE INSTALLED IN CONDUIT PER LOCAL CODE. Loss for Water Meter: 1.27 psi Irrigation Lateral Line: PVC Class 200 SDR 21 3/4" 1,469 Lf. Critical Station Pressure at POC: 45.63 psi 3. AN PVB TYPE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED IN A MANNER SATISFYING LOCAL CODES 12. ALL UNDERGROUND SPLICES TO UTILIZE 3M DBY, OR KING WATER PROOF SPLICE KITS, DEPENDING ON NUMBER AND MANUFACTURER'S RECOMMENDATIONS. AND SIZE OF WIRES. ALL SPLICES SHALL BE MADE INSIDE A VALVE BOX. Pressure Available: 68.00 psi Irrigation Lateral Line: PVC Class 200 SDR 21 1" 139.1 I.f. Residual Pressure Available: 22.37 psi 4. POWER FOR THE IRRIGATION CONTROLLER, PUMP AND OTHER ELECTRICAL COMPONENTS SHALL BE PROVIDED BY OTHER. 13, DEPTH OF IRRIGATION PIPING;18" ON MAINLINE; 12" ON LATERALS. Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/4" 130.0 If CONTRACTOR SHALL VERIFY POWER AVAILABLE MEETS THS REQUIREMENTS OF THE COMPONENT'S MANUFACTURER. 14. SLEEVING UNDER PAVED AREAS SHALL BE INSTALLED AT A DEPTH OF 24". IF POWER AVAILABLE 15 INADQUATE, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. - Irrigation Mainline: PVC Class 200 SDR 21 1 1/4" 221.3 I.f. 5. IRRIGATION SYSTEM 15 DISPLAYED SCHEMATIC IN NATURE. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO ACCOMMODATE FOR LANDSCAPING CHANGES, PLANTING BEDS OR OTHER OBSTRUCTIONS. THESE ADJUSTMENTS _ _ _ _ _ _ _ - Pipe Sleeve: PVC Schedule 40 2" 6.1 I.f. MAY BE MADE ONLY AFTER NOTIFYING THE OWNER'S REPRESENTATIVE. _ _ _ Pipe Sleeve: PVC Schedule 40 4" 16.1 If 6.SOME IRRIGATION COMPONENTS AND PIPING ARE SHOWN IN HARDSCAPE AREAS AND OUTSIDE OF PROPERTY LINES TO IMPROVE ON THE READABILITY OF THE IRRIGATION PLAN. ALL COMPONENTS AND PIPING SHALL Valve Callout BE INSTALLED INSIDE OF THE PROPERTY LINES AND OUTSIDE OF HARDSCAPE AREAS. # Valve Number Valve Flaw Valve Size 6 HIGH \ C01VCRE7E AND. ` LOT 4 SINGLE FAMILY \ FJC&OCK RESIDENCE \ \ \ Z S7UCC0 WALL \ s 7 \ \ Cf \ \ 1" 23. REARING) 1" 4.7 � R� DUNE y4' CLEAN OUT `. 91 8.72' \\ ` ` Q ® (OA _. _ _ 6 .67 . ° _•�22.55=• 4,�• \ - - 85.11' �Z \ 3'q 1Y" �4" S �\ TpNI ECX. NATRUCTIOIVE FENCIG(ONLYATION TO INEASTOF ' \ \R9P1,IQaN Z0' CONSTRUCTION FENCING (ONLY INVASIVE o \ aR,l DUNE /aA EXOTICS SHALL BE REMOVED) p 1 O / a CL _• sI'lV :a° •w" o R�'wTaNtarAnn' ,19 �a° 1 1Y4" 1" \ \ \ t^ �+n 40.0 \v ® %a" ° PROPOSED 3 1A \ `N DRIVEWAY 5 A TO w♦LIT \ ��cwwum�urnoxo` \�D 'N �Gc ® \ D ` ° ■ �\ `rc N SAND BEACH \\ 5 141 t TH T`4 \ REMAIN Ex.PLANn„csro 1" 24 \\r-4 �FERED T°PLIG) \ ° COASTAL STRAND \ �' 2' "' \ °{d \N \ $ ohs"n e�?i"oia®i t\ I,IIXED VEGETATION -_ MEAN HIGH WATER LINE ELEVATION 0.51' NAVD \ DATED 11/05/18. %In \ q�Y To REMAL PALM \ py.po"E�OWR469E9 ^ tP 9 \ \ TO REMAIN is C" \ N `\ ^T\\ / TO NNTON PPLM 5 S 1 /q __ 1 3' ° .;.. \\ `---rL 44 `\ 30 80.90y- _ _ N8958'14EV3 ) UR354 �ZERO CONTO 0.00' NAVD DATED11105/18E 59.75'(M)� PLANTINGS COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 26, \ \ 1 2 PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, \ \ N\ f FLORIDA. RECORDED SEPTEMBER 15, 1988. `\ o \\L�A \ Irrigation Plan PLATTED MEAN HIGH WATER LINE 1" 22.3 1" 9.97 \ \v% ` 4 \\ s \ \ COASTAL CONSTRUCTION \\ -Al= `\ SEASONAL HIGH WATER LINE Scale: 1 20 \\ CONTROL r19,PPAGE p vo PLAT BOOK 8, ELEVATION 5.28' NAVD RECORDED DECEMBER DATED 11/05/18. \\ y 12, 1978. \ ( LOT 6 \ o` \ o \ ACCESS, UTILITY, J DRAINAGE, LAND APE AND \ \ WALL EASEMENT IRRIGATION DETAILS SECTION VIEW FINISH GRADE •Df�dE9L`i,I FLASH GRAZE PLASTIC AI WITH COVER Hmt K124 ♦<, LATERAL ANTS WOtD1a W WWUNE LATERAL WDaNG PIPE THE SM& TRENCH PIPE FINISH GRADE -MDDFL SRM SYNC SFNSRt HUMer, P.- itRNW7 OPENOKi i 4. WIN. =ARANCE PAVING MpTSEL LESS SYNC NODULE IbWT LESS d AWAY FROM Wfi1T THE ZjT NY{�LLY WHEN PAGED TTTT FIUMPr Prm- �;AfJO' BW.TSWG Wµy�\ 3. � PREVENTION DEVICE \ /�R�- VALVE LONE S@ RYP) CWIi� WaE ,QO�O (AFL PC-100 SURpBLE POST OR PRE Ib111T. MW MOVE MOWT W LOCAT)llN THNT NA> DRECT SUNLIGHT WYATRLE „MFR SWING PONE CRNECT TO WATER Y / / PIPE N GPRNO ®'•�• WIFE �V� DITCHPS, PIA]-C, PCC 4aMUIT FROW SRAR SYNC SEIATR TO SOLAR apaLE SYNC PLAN VIEW / W Will CRmHaL• AI44a TYTC'OCAL PFR LOCAL CODE Is• MW SWRIG PIPE W MM C)YNECT TO POWER SOWCE. PVC CAP MFA RUN WTSTDIG IRaER ALL PLASTIC PITING TIE A 241 =P MAWI.WE 'N LATERAL TEE M ELL _ KMKJW i1tT1HIG � J tmf WS'mE CWYTRMIm THE ANO SE SWSs IN W ALL WMI in AT OF DIRECTOF 30 > EAT ta' OG TRENCH AS SHOWN pMN�AFTS LATERAL PPE LATERAL TEE Olt ELL CR♦fEET TO NAN-M vE / TO SPRNO.ViSLATERAL // NAW SLiR.Y LONE / / �1 /it Cdt"N THN WEE FROL) NODULE TO SENSpL MA% (+AO FT WRE DISTANCE � b SCALE -- PVC CM MADE LATERAL FAE POP-UP SPRAY SPRINKLER POP-UP SPRAY SPRINKLER PRESSURE VACUUM BREAKER REMOTE CONTROL VALVE HUNTER PRO-C CONTROLLER IRRIGATI❑N SLEEVING SOLAR SYNC SYSTEM PIPE AND WIRE TRENCH �V..... C,y,r �5`;QEN C'Er'F^r 2 F .• THE DRAWINGS ARE THE PROPERTY OF THE LANDSCAPE AND m TM�„RpNRFOR ARE 5610 Adair Way Lynn Bender SANDSLOT 5 e�PROJECTN0. .7y��;QDS LOT 5 W„IG„ THEY EXECUTED OR NOTOR •� Lake Worth, FL 33467DIAMOND 115E FOR OTHE IS PERMITTED Landscape Phone: 561-644-3237 MIRANDA RESIDENCE IRRIGATION PLAN ,` d. _.�-o�' SHEET DESIGN BY LMB ONLY BY CO WRITTEN L"1RACTil THE u BE �� ITT TO THE COPYRIGHT LAWS. LbenderLarch@gmail.com Architecture FL-LA6666715 St. Lucie Count Florida y3 LYNN M. BENDER IR-1 SCALE AS NOTED # REVISION DATE BY DATE 01-14-2019 III. Reg LA No.6W715 FILE C®PX