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Home My WebLink AboutSURVEYSFILE COP�""' '%rye J FENCE TIE WATER MAIN - (0.3' EAST) FND IP (NO ID) J -gg80_ (0.1' SOUTH, 0.1' WEST)- a FND IRC L (ILLEGIBLE) 325.00' R/W LINE I 1� FFE=99.8I W O O � N jI- N EXISTINGI BL DRAINFIFI Il ! WEST 25' OF LOT 12 Z 7.5' 12 14 I EAST 25' \l OF LOT 12 1�\ ry .4 PASEO AVENUE (50' R/W) S88°20'38"E 125.00' PROPOSED RESIDENCE PROPOSED FFE=102.00 9 /\ g� CONC \ SLAB LOT 13 BLOCK 14 /TIN TAB (NO ID) ASPHA 00 (ASSUMED) RIP RAP HEADWALL (TYPICAL) U) 1 0° o� ! I�� s9.;,l�Ilf 7 I18.7' I ! 36.9! oof "; LI�IJ r n U C) S --136.9' 9yC LOT 14 BLOCK 14 { 2 FENCE TIE (0.8' SOUTH,- _, „ 2.1' EAST) _51W LINE FENCE TIE (0.5' NORTH, 0.8' EAST) PROPOSED 12' X 39' SEPTIC SYSTEM (4500+ SF OF UNOBSTRUCTED AREA AVAILABLE) LOT 15 o, FFE-101.34 Cb (CITY WATER) NO SEPTIC SYSTEM Z� FOUND o� P N V) E S SCALE : 1" jFENCE TIE N88°28'06"W g I11 10�•1' gg. (1.1' SOUTH) FFE=101.00 6 125.00 I LEGEND (CITY WATER/ gg' FFE=100.50 FFE=100.87 A = CENTRAL ANGLE SEWER) (CITY WATER/ (CITY WATER/ R = CURVE RADIUS SEWER) SEWER) L = CURVE LENGTH CERTIFIED T0: PLAT OF PASEO PARK (C) = CALCULATED =PLAT DOYLE PROPERTIES, INC. FIN FIND = FOUND IR = 5/e" IRON ROD IP - 1/2" IRON PIPE NOTE: CITY WATER AVAILABLE CHU = OVERHEAD UTILITIES FPL = FLORIDA POWER AND LIGHT DESCRIPTION CM = CONCRETE MONUMENT EL ELEVATION THE EAST 25 FEET OF LOT 12 AND ALL OF LOTS 13 AND 14, BLOCK 14, MARAVILLA PLAZA, FFE = FINISH FLOOR ELEVATION ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 44, OF THE SF = SQUARE FEET PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.L.S. = PROFESSIONAL LAND SURVEYOR LB - LICENSED BUSINESS SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS. P.B. - PLAT BOOK R9 SURVEY NOTES AT&T PEDESTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® = WATER METER Professional Land Surveyor. CO, = WOOD POWER POLE 2. Description provided by client and/or their agent. D.U.E.= DRAINAGE AND UTILITY EASEMENT 3. The last date of field work was September 27, 2018. 0 = SET IRC LB 7056 4. Underground improvements and foundations were not located as part of this survey. CONIC = CONCRETE 5. Bearings shown hereon are based on the South R/W line of Poseo Avenue, bearing INC = #5 IRON ROD & CAP S88'20'38"E, as monumented. All bearings are relative thereto. -X- = c' WOOD FENCE -0-- 4' CHAIN LINK FENCE 6. All boundary information shown is calculated per plat, unless otherwise shown. ® = EXISTING IRRIGATION WELL 7. Property lies in flood zone "X", per map 12111CO187 J, dated 2-16-12. 8. Additions or deletions to survey maps or reports by other than the signing party or OO e PROPOSED SEPTIC TANK parties is prohibited without written consent of the signing party or parties. 9. All elevations shown are based on an assumed datum. EXISTING ELEVATION 10. Ownership of fences is unknown. F99.51 PROPOSEC GRADES LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. BY. RIGHARU C. LAVEN E, FLORIDA P.L.S. #5209 1�.•; AYE REVISION DESCRIPTION DATE BOUNDARY SURVEY '' 1 1 ADD WATER SERVICE 3/11/19 2 ADD PROPOSED FFE 3/19 PREPARED FOR DOYLE PROPERTIES, INC. 3 ADD SWALE/DRAINAGE PLA /6/19 4 ADD SWALE/DRAINAGE PLAN (EAST) 8/13/19 LAVENTURE &ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB7056 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB N0. DRAWN BY DATE DRAWING NO 18.31.1 MWH s/28/18 78.3181 F.B.,PG. CALCULATED BY SCALE SHEET N0. 18-252/33 RCL 1"=30' 1 OF 1 iTh FND IRC (I ILLEGIBLE) FND IP (0.1' .325.00' 0.1' ' R/W LINE I / WEST 25' OF LOT 12 W �O FFE=99.8I O C0 �N N O z 9� EXISTING BLO( DRAINFIELD WATER PASEO AVENUE (50' R/W) MAIN PROJECT BENCHMARK ZI SET -NAIL TIN TAB NO ID) ASPH EL=100.00 (ASSUMED) S88°20'38 RIP RAP HEADWALL 2500F(TYPICAL) ,-ENCE TIE 0.3' EAST) EAST 25' 7F LOT 12 WATER SERVICE 17.5' 1 rtaOwtNla PROPOSED FFE=102.00 .5' 14419 / \ 9 LOT 13 I LOT 14 BLOCK 14 BLOCK 14 FENCE (0.8' SI 2.1' E, 12' �W LINE FENCE TIE (0.6' NORTH, 0.8' EAST) PROPOSED 12' X 39' SEPTIC SYSTEM (4500+ SF OF UNOBSTRUCTED AREA AVAILABLE) LOT 15 o, FFE=101.34 o°' (CITY WATER) NO SEPTIC SYSTEM FOUND N o "� �N N �W E S SCALE : 1"=30' 9 0 95 ( FENCE TIE Ngg°28'Og"N/ I 0 (1.1' SOUTH) 125.00 _ 1001 FFE=101.00 0 LEGEND (CITY WATER/ 1P FFE=100.50 FFE=100.87 A = CENTRAL ANGLE SEWER) (CITY WATER/ (CITY WATER/ R =CURVE RADIUS SEWER) L = CURVE LENGTH _ jV�RZ��K R CERTIFIED T0: PLAT OF K (C) = CALCULATED =PLAT �F++�� DOYLE PROPERTIES, INC. SIDES FND FND FOUND IR = 5/8" IRON ROD CNR SIDES NOTE: CITY WATER AVAILABLE IP = 1/2" IRON PIPE CHU = OVERHEAD UTILITIES REAR FPL FLORIDA POWER AND LIGHT DESCRIPTION ZNG. CM CONCRETE MONUMENT FrrHH� EL = ELEVATION THE EAST 25 FEET OF LOT 12 AND ALL OF LOTS 13 AND 14TELOC FFE FINISH FLOOR ELEVATION ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 44, OF THE SF = SQUARE FEET PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.LS. - PROFESSIONAL LAND SURVEYOR LB - UCENSED BUSINESS SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS. P.B. = PLAT BOOK SURVEY NOTES ® - CATCH BASINY 1. This survey is not valid without a signature and original embossed seal of a Florida OQ = AT&T PEDESTAL Professional Land Surveyor. ® = WATER METER 2. Description provided by client and/or their agent. �Q, = WOOD POWER POLE 3. The last date of field work was September 27, 2018. D.U.E.= DRAINAGE AND UTILITY EASEMENT 4. Underground improvements and foundations were not located as part of this survey. 0 = SET IRC Ls 7056 5. Bearings shown hereon are based on the South R/W line of Paseo Avenue, bearing CONIC = CONCRETE S88'20'38"E, as monumented. All bearings are relative thereto. IRC = g5 IRON ROD & CAP 6. All boundary information shown is calculated per plat, unless otherwise shown. X-= 6' WOOD FENCE 7. Property lies in flood zone "X", per map 12111CO187 J, dated 2-16-12. -0-= 4' CHAIN LINK FENCE 8. Additions or deletions to survey maps or reports by other than the signing party or ® = EXISTING IRRIGATION WELL parties is prohibited without written consent of the signing party Or parties. OS = PROPOSED SEPTIC TANK 9. shown osa an assumed datum.ErsTwG AOwheship ll not 110. fencess unknwnn rUrvq'noN LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, S RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS RECORD. SUCH /'//' DESIRED, SHOULD BE OBTAINED AND CONFlRMm BY D INFORMATION, IFAPPROPRIATE BY: OTHERS THROUGH APPROPRIAT< TITLE VERIFICATION. fZICH D C. LAVENTU LORIDA P.L.S. #5209 REVISION DESCRIP110N DATE BOUNDARY SURVEY 1 ADD WATER SERVICE 3/11/19 2 ADD PROPOSED FFE BY 3/3/19 PREPARED FOR DOYLE PROPERTIES, INC. LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D 4LB7056 (772) 398T 6 30C PHONORIDA (7742) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO 18.3181 MWH 9/28/18 18.3181 F.B.,PG. CALCULATED BI SCALE SHEET NO. 18-252%33 RCL 1"=30' 1 OF 1 Ac'y e- REC€IVED SEP 3 0 2019 Permitting Departure FENCE TIE ' St. Lucie County FEN EAST) P A S E O AVENUE (50R/W) FND IP (NO ID) (0.1- SOUTH, PROJECT BENCHMARK 20' 0.1 WEST) SET —NAIL TIN TAB (NO ID) ASPHALT FND IRC EL-100.00 (ASSUMED) (ILLEGIBLE) — — — — S88'20'38"E _ _ RIP RAP R 325.00' LL 125.00' — (TYPICAL) _ �W LINE /W LINE FENCE TIE N I (0.6 NORTH, 0 1 EAST) Z I�LOT I WEST 25' OF LOT 12 17.5' 12 14 CONC SLAB EXISTING FORMBOARDS TOP OF FORMS EL=102.04 o K1 LOT 13 BLOCK 14 LOT 14 BLOCK 14 FENCE TIE (0.8' SOUTh .2.1' EAST) C LOT 15 O N n N O N W E SCALE : 1"=30 FENCE TIE N88`28'06"W I ^ � Ll � SOUTH) 125.00' I LEGEND A - CENTRAL ANGLE I CRTfFIED 'wTO: R = CURVE RADIUS DOYLE PROPERTIES, INC. L = CURVE LENGTH (C) CALCULATED PLAT OF PASEO PARK (P) PLAT j� I 1- IRIYIIIT# I �70� iJ—OILS IRO 5FOU /BNDIRON ROD IP = 1/2" IRON PIPE NOTE: CITY WATER AVAILABLE OHU = OVERHEAD UTILITIES FPL - FLORIDA POWER AND LIGHT DESCRIPTION CM = CONCRETE MONUMENT EL = ELEVATION THE IEAST 25 FEET OF LOT 12 AND ALL OF LOTS 13 AND 14, BLOCK 14, MARAVILLA PLAZA, FFE - FINISH FLOOR ELEVATION ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 44, OF THE SF SQUARE FEET PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.L.S. = PROFESSIONAL LAND SURVEYOR LB =LICENSED BUSINESS SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS. P.B. = PLAT BOOK SURVEY NOTES R(�J =AT&T PEDESTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® - WATER METER Professional Land Surveyor. CO� = WOOD POWER POLE 2. Description provided by client and/or their agent. D.U.E.= DRAINAGE AND UnUTY EASEMENT 3. The last date of field work was September 26, 2019 (F.B. 19-256/33). 0 - SET IRc LB 7056 4. Underground improvements and foundations were not located as part of this survey. CONO - CONCRETE 5. Bearings shown hereon are based on the South R/W line of Paseo Avenue, bearing IRC - #S IRON ROD & CAP S88'20'38"E, as monumented. All bearings are relative thereto. -X-= 6' WOOD FENCE -0—= 4' CHAIN LINK FENCE 6. All boundary information shown is calculated per plat, unless otherwise shown. ® = EXIS17NO IRRIGATION WELL 7. lies in flood zone "ve per map 1 J, doted 2-he O - PROPOSED Abditi n 8. Additions or deletions to survey maps or reports by other than the signing party or reports signing SEPTIC TANK parties is prohibited without written consent of the signing party or parties. +OOz= 9. All elevations shown are based on an assumed datum. EXIsr.NO ELEVATION 10. Ownership of fences is unknown. 99.5 =PROPOSED GRADES LA1D5 SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH FORMA ON, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.RICHARD C. LAVENTWE, FLORIDA P.L.S.:.#5209., DATE REVISION DESCRIPTION SDATE BOUNDARY SURVEY 1 ADD WATER SERVICE 3/11/19 2 ADD PROPOSED FFE 3/19 3 ADD SWALE/DRAINAGE P AR 6/19 PREPARED FOR ' DOYLE PROPERTIES, INC. 4 FORMBOARD TIE-IN SURVEY 9/27/19 LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D LB 7056 FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB N0. DRAWN BY DATE DRAWING NO 18.3181 MWH I 9/28/18 18.3181 F.B.,PG. ALCULATED B SCALE SHEET N0. 18-252/33 RCL 1 "=30' 1 OF 1 FILE COPY FENCE TIE (0.3' EAST) FND IP (NO ID) (0.1' SOUTH, 0.1' WEST)- FND IRC (ILLEGIBLE) 325.00' R/W LINE FFE=99.8I WATER MAIN W_9ga�- 9g�9 6 �ig6 09 �C� LOT EXISTINGI BLOC DRAINFIELD I WEST 25' OF LOT12'0 17{.5 17.5' 12 14 PASEO AVENUE (50' W PO PROSED SETPRC WATER EL= ERVICE S88'20'38"E 125.00' II Lq N N LoICPr)ppw IPWALKI PROPOSED RESIDENCE PROPOSED FFE=102.00 A 9g � I LOT 13 BLOCK 14 )T 12 CONC \ SLAB I I ID) --- 1 36.9'- LOT 14 BLOCK 14 FENCE TIE (0.8' SOUTI 2.1' EAST) gg`� gh FENCE TIE N88'28'06,W g (1.1' SOUTH) 125.00' 6 gg' FFE=100.50 FFE=100.87 (CI SEWER)WATER/ (CITYSEW R)ER/ CERTIFIED TO: PLAT OF PASEO PARK DOYLE PROPERTIES, INC. NOTE: CITY WATER AVAILABLE DESCRIPTION THE EAST 25 FEET OF LOT 12 AND ALL OF LOTS 13 AND 14, BLOCK 14. MARAVILLA PLAZA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 44, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The last date of field work was September 27. 2018. 4. Underground improvements and foundations were not located as part of this survey. 5. Bearings shown hereon are based on the South R/W line of Posec Avenue, bearing S88'20'38"E, as monumented. All bearings are relative thereto. 6. All boundary information shown is calculated per plat, unless otherwise shown. 7. Property lies in flood zone "X", per map 12111CO187 J, dated 2-16-12. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. All elevations shown are based on on assumed datum. 10. Ownership of fences is unknown. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFlRMEO BY LY-r�?, OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. REVISION DESCRIPTION DATE 1 ADD WATER SERVICE t5i y 3/11/is 2 ADD PROPOSED FFE SUCI@ OU /3/19 3 ADD SWALE/DRAINAGE PLAN 8/s/19 1 18.3181 1 MWH 1 9/28/18 1 18.3181 1 11 18-252/33 1 RCL 1 1"=30' 1 1 OF 1 11 Lucie County, -�!/W LINE FENCE TIE (0.6' NORTH, 0.8' EAST) PROPOSED 12' X 39' SEPTIC SYSTEM (4500+ SF OF UNOBSTRUCTED AREA AVAILABLE) LOT 15 o, FFE=101.34 g' (CITY WATER) NO SEPTIC SYSTEM FOUND N o� Ln N N � W E S SCALE : 1"=30' 'f FFE=101.00 LEGEND (CITY WATER A - CENTRAL ANGLE SEWER) R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT FND - FOUND IR = 5/8" IRON ROD IP = 1/2" IRON PIPE OHU = OVERHEAD UTILITIES FPL FLORIDA POWER AND LIGHT CM CONCRETE MONUMENT EL ELEVATION FFE = FINISH FLOOR ELEVA7ION SF = SQUARE FEET P.LS. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R =RIGHT-OF-WAY • = AT&T PEDESTAL ® = WATER METER �0� = WOOD POWER POLE D.U.E.= DRAINAGE AND U1ILITY EASEMEN 0 = SET IRC LB 7056 GONG = CONCRETE IRC = q5 IRON ROD & CAP -X- = 6' WOOD FENCE -0-= 4' CHAIN LINK FENCE ® = EXISTING IRRIGATION WELL OS PROPOSED SEPTIC TANK EXISTING ELEVATION 59.5-_PROPOSED GRADES -'' ih 5209''_ DATE BOUNDARY SURVEY PREPARED FOR DOYLE PROPERTIES, INC. LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE. FLORIDA 34949 LB 7056 398-6426