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HomeMy WebLinkAboutSURVEYS�� I "10 __ 0��l k "PSM LOT 8 BLOCK 37 z IS 29.96' r) NO WELLS WITHIN 75' "PSM 6376" &WT 18 BLOCK 37 N58011 LOT 7 BLOCK 37 9 1 SITE BENCH MARK FD NAIL&DISC NO ID EL 17.02 OCT 181019 PerMitting.DepEI'tlllent St. LU", County LOT 19 BLOCK 37 LOT 6 BLOCK 37 1A FORMBOARDS ONLY ELEVATION = 19.76 TOP OF FORMS 28.7' b 54.T *Aj,,,49 100-1E PROPOSED CULVERT INVEFrr=15.3 C.L. MIDWAY RD. 10D- R/W (p) 3tr PAVED FOUNDATION FORMBOARD 10-14-19 ABBREVIATION LEGEND: LEGAL DESCRIPTION: CONC CONCRETE LOTS 6 AND 7, BLOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO WUP. WOOD UTILITY POLE THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 49, OF THE PUBLIC 5 FO FOUND RECORDS OF ST. LUCIE COUNTY. FLORIDA. LOT 20 cOR CORNER BLOCK 37 LB LICENSED BUSINESS IR 5/8"IRON ROD LOTAREA: 44,000.00 SQ. FT.; 1.010 ACRES± IR/C 5/8"IRON ROD & CAP WM WATER METER STREET ADDRESS: 504 E. MIDWAY RD, FORT PIERCE, FLORIDA. SET 1/2"IR/C TYP- TYPICAL VSM 6376- DE DRAINAGE EASEMENT SURVEYORS'NOTES: ---------- Uf------CMUTY EASEMENT 1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO > (P) PLAT DIMENSION (C) CALCULATED PER FIELD CONDITIONS THE LINE LABELED (BEARING BASIS) AND ARE GIVEN FOR THE PURPOSE OF 00 MEASURED DIMENSION DELINEAMN-GLANGUES -ONLY. C.L. CENTIRLINE 2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN R/W RIGH OF -WAY FEET. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE PSM PROFLSSIONAL SURVEYOR & MAPPER ARE INTENDED FOR CONSTRUCTION AND/OR DESIGN PURPOSES. 1170 DENCTES SPOT ELEVATIONS LOT 5 80 BUILDING DEPARTMENT 3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WTH "PLAr AND BLOCK 37 TYP TYPICAL DESCRIPTON DATA UNLESS OTHERWISE NOTED. FFE FINISHED FLOOR ELEVATION a 4. ELEVATIONS SHOWN -HEREON ARE BASED ON THE NATIONAL ADJUSTED VERTICAL DATUM OF 1988 (NAVD88). THE ORIGINATNG BENCHMARK IS PORT ST. LUCIE BENCHMARK DESIGNAT10N "TROY" WTH A PUBLISHED ELEVATION OF 15.654 FEET. THE EXPECTED ACCURACY OF THE FIFVAT16NS SHOWN HEREON IS 0.02 FEET, FOR THE HARD SURFACE ELEVATIONS AND 0.1 FEET. FOR THE SOFT SURFACE ELEVATIONS. 5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X, PER F.E.M.A. FLOOD INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012. SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE NTH A F.E.M.A. ELEVATION CERTIFICATE. 6. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.' 9. 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. 10. PARCEL ID NO. 3402-605-0096-000-9. ELL 11.LAST DATE OF FIELD SURVEY WAS 7-28-2019 sET 112"IRt FD S/8-IR/C_ CERTIFICATION SI go �C "PSM 6376 100.00,(p) loo.29IM) "AS' 7903" 1 HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED (Wj .29il"(M) UNDER My SUPERVISION AND IT COMPLIES WTH THE MINIMUM TECHNICAL NSB*11'00"E 500.00'(P)(MV) >j j� SYANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA ADMINISTRATIVE CODE, b PURSUANT TO SECTION 472.027, FLORIDA STATUTES, 4ND' NRTHE!R THAT THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS (.1144St,SWOWN-OR-NIOTED. SCANNED �Iy BY A N58'11'00"E 530.OW(P)(M) St. LmieCouriltv STEVEND. PSM ispo FDNAILIN­�w PSM #6376-,-- CUT OUT 4 d aVyl' §grvey. - NO ID I - oun MARSHALL Trepored_ork," 009r, of'. IVIATT�E- J4 CALLAHAN CERTIFIED TO: Surveying & Mapping j , , , MATTHEW J. CALLAHAN F 321 HOLLY AVE Field: SM & LM Ijob No.: 19:0728 Port Saint Lucie, Florida 34952 Drawn: RAH I Date: 07/23/2019 LOT 17 BLOCK37 SET 1, "PSM LOT 9 BLOCK 37 11 = w .4 Uo .... id.6, 6 C*) 30.0'- 1 LOT 18 BLOCK37 N58011'00" LOT 19 BLOCK 37 a __� LOT 6 LOT 7 BLOCK 37 BLOCK 37 (VACANT) (VACANT) 'A .............. NOTE- SLOPE TO MIN 6" BELOW ADJXCENT BUILDING GRADE ' . . /.� z ................ LU PATIO PROPOSED 3 BEDROOM 2 1/2 BATH FRAME RESIDENCE A '116 FFE = 19.00 28.67' f_fri _71 S4.17' NO WELLs ..................... WITHIN 76' PROPOSED OS i DRIVEWAY I �IROPCISED 900 GAL. S �PT EPTICTANK 375 SF. DRAIN FIELD _j 1170 SF. UNOBSTRUCTED AREA SETI/2"IR/Cl "PSM 6376" N.58,611'00"E 200.00'(P).f T==. ��VCONCWALK 1> % 114,11. .06- . \-ADJACENT ...................... 71.71 CD BUILDING GRADE (TYP) ........................... 71.T LOT 20 BLOCK 37 1/Z'IR/C A 6376" "PSM N58*11'00"E 200.00'(P)(C) 16 4>� SITE BETCH MARK 'Ay FID NAIL&DISC 7;7C.L. MIDWAY RD. eb NO ID 100' R/W (p) 30'PAVED EL 17.02 *A 7&49, REVISIONS: PER BD COMMENTS B-16-19 LOT 5 BLOCK 37 ) ABBREVIATION LEGEND: CONC CONCRETE WUP WOOD UTILITY POLE FD FOUND CDR CORNER LB LICENSED BUSINESS IR 5/8-IRON ROD IR/C 5/8"IRON ROD & CAP WM WATER METER TYP. TYPICAL DE DRAINAGE EASEMENT --U1E­-----"UTY EASEMENT (P) PLAT DIMENSION (C) CALCULATED PER FIELD CONDITIONS (M) MEASURED DIMENSION C.L.. CEN RUNE ,R/W RIGHT—OF—WAY PSM PROF-SSIONAL SURVEYOR & MAPPER DEN%TES SPOT ELEVATIONS BD BUILI ING DEPARTMENT TYP TYPICAL FFE FINISHED FLOOR ELEVATION -A MIN . S�T�ACK REQ. CNR TECH MELL FD 5/8"IR/C ' ASI 7903" 100.00'(P) 100.29'(M) 0 N58*11'00"E 500.00'(P)('1)— M) b NS$'11'00"E 530.00'(P)(M) FD NAIL IN CUT OUT NO ID CERTIFIED TO" MATTHEW J. CALLAHAN LEGAL DESCRIPTION: LOTS 6 AND 7, 13LOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT 800K 10, PAGE 49, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT AREA: 44,000.00 SQ. FT.; 1.010 ACRES± STREET ADDRESS: 504 E. MIDWAY RD, FORT PIERCE. FLORIDA. SURVEYORS'NOTES: 1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO THE UNE LABELED (BEARING BASIS) AND ARE GIVEN FOR THE PURPOSE OF DELINEATING ANGLES ONLY. 2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE ARE INTENDED FOR CONSTRUCTION AND/OR DESIGN PURPOSES. 3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WITH "PLAT" AND DESCRIPTION DATA UNLESS OTHERWISE NOTED. 4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NAT10NAL ADJUSTED VERTICAL DATUM OF 1968 (NAVD88). THE ORIGINATING BENCHMARK IS PORT ST. WCIE BENCHMARK DESIGNATION OTROY" WITH A PUBLISHED ELEVATION OF 15.654 FEET, THE EXPECTED ACCURACY OF THE ELEVATIONS SHOWN HEREON IS 0.02 FEET, FOR THE HARD SURFACE ELEVATIONS AND 0.1 FEET, FOR THE SOFT SURFACE ELEVATIONS. 5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X, PER F.E.M.A. FLOOD INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012. SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE WITH A F.E.M.A. ELEVATION CERTIFICATE. 6. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT wRiTrEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. PARCEL ID NO. 3402-605-0096-000-9. 11.LAST DATE OF FIELD SURVEY WAS 7-28-2019 ,CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION AND IT COMPLIES NTH THE MINIMUM TECHNICAL STANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS IN CHAPTER 5J-17.050(10)(A)—(K) OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED. SCANNED BY STiVEN' D. MARSHALL PSM Q4� MARSHALL Surveying & Mapping 321 HOLLY AVE Port Saint Lucie, Florida 34952 Boundary Survey �repared on fhe order of: MATTHEW J. CALLAHAN Field: SM & 728 Drawn: Rk '2019 Scale: 1" = 40' 1 Sheef: 1 of I LOT ff BLOCK 37 SET I 11PSM LOT 8 BLOCK 37 NO WELLS WITHIN 76 "PSM LOT 18 BLOCK37 N58*11 LOT 7 is BLOCK 37 CS I *Ajqe z 26.0' 29.01' 98.3' (D FORIVIBOARDS ONLY ELEVATION = 29.76 TOP OF FORMS 0 28.7' 29.96- 54.2' *A 11-149 NJ8011'00"E 20( 6'CONCWALK q, -:; L 7L _Iky -A N58-Ii-00-E 200.0 7> �-SITE BENCH IVIARK "Lt FD NAIL&DISP NO ID EL 17.02 -A7& .6� ABBREVIATION LEGEND: LEGAL DESCRIPTION: CONC CONCRETE LOTS 6 AND 7, BLOCK 37, INDIAN RIVER ESTATES UNIT FOUR, ACCORDING TO WUP WOOD UTILITY POLE THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 49, OF THE PUBLIC FD FOUND RECORDS OF ST. LUCIE COUNTY. FLORIDA. LOT 19 LOT 20 COR CORNER LB LICENSED BUSINESS \BLOCK 37 BLOCK 37 IR , 5/8-IRON ROD LOT AREA: 44,000.00 so. FT.; 1.010 ACRES± IR/C 5/8-IRON ROD & CAP WIVI WATER METER STREET ADDRESS: 504 1- MIDWAY RD, FORT PIERCE, FLORIDA. ET 1/211IR/C TYP. TYPICAL I 1(p)(C) M 6376" DE DRAINAGE EASEMENT SURVEYORS'NOTES: bE-----(JfflUTY EASEMENT 1. BEARINGS SHOWN HEREON ARE ASSUMED TO BE PLAT, ARE REFERENCED TO (P) PLAT DIMENSION THE LINE LABELED (BEARING BASIS) -AND ARE GIVEN FOR THE PURPOSE OF (C) CALCULATED PER FIELD CONDITIONS DEUNEATING-ANCLES ONLY. (M) MEASURED DIMENSION C.L. CENTERUNE 2. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN R/W RIGHT-OF-WAY FEET. WRIrrEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE PSM PROF-SSIONAL SURVEYOR & MAPPER ARE INTENDED FOR CONsTRuc-noN AND/OR DESIGN PURPOSES. LOT 6 *4 DEN S SPOT ELEVATIONS BLOCK 37 LOT 5 Oq.�- [Bull ING DEPARTMENT 3. ALL DISTANCES ARE AS FIELD MEASURED AND ARE COINCIDENT WITH "PLAT" AND BLOCK 37 TYP TYPICAL DESCRIPT10N DATA UNLESS OTHERWISE NOTED. zea FIFE FINISHED FLOOR ELEVATION 4. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL ADJUSTED VERTICAL DATUM OF 1988 (NAVD88). THE ORIGINATING BENCHMARK IS PORT ST. LUCIE z FDOH'In St Lucie �Dounty BENCHMARK DESIGNATION "TROY" WITH A PUBLISHED ELEVATION OF 15.654 FEET, THE EXPECTED ACCURACY OF THE ELEVATIONS SHOWN HEREON IS 0.02 FEET, FOR THE EnVionyriefital H aal�n HARD SURFACE ELEVATIONS AND 0.1 FEET. FOR THE SOFT SURFACE ELEVATIONS. 716W UD Site Plan Approved for �onstrucfion 5. THE HEREON DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE X. PER F.E.M.A. FLOOD Supersecles All Previous Site Plans for INSURANCE RATE MAP (FIRM) NO. 12111CO189J, LAST REVISION DATE FEB 16, 2012. I I SPECIFIC FLOOD DETERMINATION CAN ONLY BE MADE NTH A F.E.M.A. ELEVATION 0STDS#f(,-Sr--Iq1f(5Q &�fflell# CERTIFICATE. ,�30 Date: 101,1001 6. UNDERGROUND UTILITIES, UTILITY SERVICES. FOUNDATIONS AND IMPROVEMENTS WERE Revieliver 0, NOT LOCATED AS PART OF THIS SURVEY. 71.51V Ci 7. THIS DRAWING IS NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. r) 8. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE HAS BEEN NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE. 9. 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. 10. PARCEL ID NO. 3402-605-0096-000-9. PROPOSED CULV ST INVERT ! 15.3 C.L. MIDWAY RD. 100- R/W (p) 30-PAVED REVISIONS _< PER BID COMMENTS 8-16-19 ADD WATER SERVICE 8-27-19 FOUNDATION FORMBOARD 10-14-19 LL 11.LAST DATE OF FIELD SURVEY WAS 7-28-2019 CERTIFICATION ASI 7903" FD 5/8'IR/ I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED 30.29'(M) 0 UNDER MY SUPERVISION AND IT COMPLIES WITH THE MINIMUM TECHNICAL W11'00'E 500.00'(P)(M) STANDARDS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS & MAPPERS IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA ADMINISTRATIVE CODE, b PURSUANT TO SECTION 472.027, FLORIDA STATUTES, ANDIFURIHEk THAT THERE EL ARE NO VISIBLE, ABOVE GROUND ENCROACHMENTS UNLESS� SHOWN "OR NOTED. SCANNtu "Y By N58'11'00"E 530.OW(P)(M) Luciecoulltv P S N Q', ARSHALL SM FV I FD NAIL IN PSM #6376 CUT OUT NOID Roundqr�' Surve� ared,, . on fhe,ori:we of: MARSHALL- -"I .,. MATTHEW J4)CALLAHAN CERTIFIED TO: ..Surveying & Mapping . I k 321 HOLLY AVE ��9�1d-SM & �LM Job No.: 19:0728 MATTHEW J. CALLAHAN Port Saint Lucie, Florida 34952 Drawn: RAH Date: 07/23/2019 Snnla- I = An' I qk..*- I �f I jr