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Home My WebLink AboutBOUNDARY SURVEYW E S SCALE : 1 "=20' r: i' v" C_ Co. FL CERTIFIED TO: PETER J. PIZZARELLO AND JENNIFER L. PIZZARELLO CENTERSTATE BANK, N.A. CHICAGO TITLE INSURANCE COMPANY SUPREME TITLE SOLUTIONS, LLC GHO HOMES CORPORATION DESCRIPTION LOT 3, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. ale Co. ,,,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 FEBRUARY 5, 2019 (GPS & SKETCH). 4, UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 3, BEARING S89'59'59"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. 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. %. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. PERM1-r =I# 180S - 05g9 RECEIVED FEB 13 2019 ST. Lucie County, Permitting BY: RICHARD C. LAVEN .E, FLORIDA P.L.S. #5209 BOUNDARY SURVEY PREPARED FOR 2' VALLEY GUTTER (TYPICAL) 7�ff h DATE PETER & JENNIFER PIZZARELLO LOT 4 / COMMON AREA i Lo a6 O un CD O V) FENCE TIE (2.0' NORTH) x 24. N85`11' 5' 24.20 CALCULATED POSITION �ASPHALT� UNPLATTED ACREAGE S89*59'59"W (FENCE TIE 00.00' 14.5' Co COVEREDT 14.4 15.3' m PAVERS 21.2 N M w LOT 3 EXISTING C_i O 00 RESIDENCE 'n O 61 O r, O(c O — Z 1�_j-2.1' 21.4' 1 \0.7' COVERED PAVERS PAVER WALK 16' PAVER DRIVE 20' A.E. I PER PLAT) I a 3g 00 Co' 242s,, — R E V I S 1 0 N S— BY DATE REVISE MODEL MWH 3/26/18 ADD NEW ADJOINING WELLS & SEPTICS JOE M 4/30/18 ADD PROPOSED FEE .... .. .............. MWH 7/06/18 ... ... ......,,�......... ADD ADJOINING FEE; PLAN GRADING _ . JOE M ... .. 7131118 .... . . .... ........ FORMBOARD TIE—IN SURVEY MWH 8 28 18 FINAL SURVEY MWH 2/6/19 34.47' COMMON AREA 10' FPL EASEMENT (PER PLAT) 10' U.E. (PER PLAT) /—'ASPHALT,---/ / _71.12' LONE PINE DRIVE (R/W VARIES) TASK BY DATE FIELD GT 10/6/17 CALLS; RCL 10/5/17 DRAWN MWH 10/9/17 CHECKED RCL 10/9/17 FILE REF. FIELD BK./PG. 17.1850-132 17.1850-132 `lo R/W LINE N ,N LB 7056 LOT 2 WANNED BY u eC Stounty LEGEND 0 = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD EL = ELEVATION IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FEE = FINISH FLOOR ELEVATION CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE PKD = PK NAIL AND DISK R/W = RIGHT—OF—WAY OS = PROPOSED SEPTIC TANK ® = PROPOSED IRRIGATION WELL U.E. = UTILITY EASEMENT A.E. = ACCESS EASEMENT O = END IRC 6852 = CURB INLET Q = ALUMINUM FLAG POLE > = LAMP POST ® = WATER METER OO = AT&T PEDESTAL 0 = CABLE TELEVISION BOX '1l, = WOOD POWER POLE `T1, = CONCRETE POWER POLE C— = GUY WIRE CONC = CONCRETE —0— = 4' CHAIN LINK FENCE —x— = 4' BARBED WIRE FENCE —o— = 6' VINYL FENCE —A— = 4' ALUMINUM FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM SF = SQUARE FEET PER PLAT= LONE PINE SUBDIVISION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 3-5-18 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No. 18.1850-132 SHEET 1 OF 1 W TE S SCALE : 1 "=20' CERTIFIED TO: PETER J. PIZZARELLO AND JENNIFER L. PIZZARELLO CENTERSTATE BANK, N.A. CHICAGO TITLE INSURANCE COMPANY SUPREME TITLE SOLUTIONS, LLC PERMIT # 1805-0549 DESCRIPTION LOT 3, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE ,PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.37 ACRES; MORE OR LESS. NOTE: CITY WATER AVAILABLE 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 AUGUST 28, 2018 (F. R. 18-252/10). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 3, BEARING S89°59'59"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. 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. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. 8, ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. m. \ RICHARD C. LAVWTURE, FLORIDA P.L.S. #5209 BOUNDARY SURVEY PREPARED FOR 2' VALLEY GUTTER (TYPICAL) /ZR , v, PE FER & JENNIFER PIZZARELLO DATE LOT 4 0 u� 0L ppt 10�0 UNPLATTED ACREAGE FECE (2 ON NORITH) S89°59'59"W 100.00` X - x 8511'51 24.20' / COMMON AREA — 20' A.E. I L ER PLAT) /�\6 5 OQ \ I \ PROJECT BENCHMARK SET NO EL 100,0IN(ASSUTAB M 0ED),7) CALCULATED POSITION �ASPHALT----`// - R E V I S 1 0 N S- BY DATE REVISE MODEL MWH 3/26/18 ADD NEW ADJOINING WELLS & SEPTICS JOE M 4/30/18 .,.,.. .... ...,, .,.... .....,. .1 ..... ... ADD PROPOSED FFE ..MWH 7/06/1E ...N.. .. .,.... _ .... .��/: ..ADD. A ADJOINING G... FFE; GRADING PLAN JOE M 731 18 FORMBOARD TIE-IN SURVEY MWH 8/28/18 FENCE TIE (2.0' NORTH) w o a00 O I� O O O `— Z LOT 2 34.47' COMMON AREA 10'"FPL EASEMENT (PER PLAT) —lo R/W LINE - 10' U.E. lkn (PER PLAT) �ASPHALT----,�/ —71.12' LONE PINE DRIVE (R/W VARIES) TASK BY DATE FIELD GT 10/6/17 CALCS. RCL.-10/5/17 . DRAWN... MWH.. .10/B/1,7. CHECKED RCL 10/9/17 FILE REF. JFIELD BK./PG. 17.1850-132 17.1850-132 I LB 7056 LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD EL = ELEVATION IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FIFE = FINISH FLOOR ELEVATION CM = CONCRETE MONUMENT P.L.S, = PROFESSIONAL LAND .SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE PKD = PK NAIL AND DISK R/W = RIGHT—OF—WAY (3) = PROPOSED SEPTIC TANK ® = PROPOSED IRRIGATION WELL U.E. = UTILITY EASEMENT A.E. = ACCESS EASEMENT 0 = FND IRC 6852 = CURB INLET Q = ALUMINUM FLAG POLE = LAMP POST ® = WATER METER O = AT&T PEDESTAL 0 = CABLE TELEVISION BOX `a+ = WOOD POWER POLE `III = CONCRETE POWER POLE (- = GUY WIRE CONC = CONCRETE -0- = 4' CHAIN LINK FENCE -x- = 4' BARBED WIRE FENCE -o- = 6' VINYL FENCE -A- = 4' ALUMINUM FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM SF = SQUARE FEET PER PLAT= LONE PINE SUBDIVISION �--= DRAINAGE FLOW 101.0 = PROPOSED GRADE LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 3-5-18 HORIZ. VERT. SCALE: i"=20' SCALE: N/A JOB No. 18.1860-132 SHEET 1 OF 1 W MIN. E FRON' SIDE CNR! REAR ZNG. S SCALE : 1 `20' CERTIFIED TO: PETER J. PIZZARELLO AND JENNIFER L. PIZZARELLO CENTERSTATE BANK, N.A. CHICAGO TITLE INSURANCE COMPANY SUPREME TITLE SOLUTIONS, LLC REQ. LOT 5 FFE=103.81 DESCRIPTION LOT 3, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. NOTE: CITY WATER AVAILABLE 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 OCTOBER 6, 2017. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 3, BEARING S89°59'59"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. 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. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. 8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 2' VALLEY GUTTER (TYPICAL) BY: 9� , C- RICHARD C. LAVA TURE, FLORIDA P.L.S. #5209 BOUNDARY SURVEY PREPARED FOR PETER & JENNIFER PIZZARELLO bA/ ' DATE /o Og• PROPOSED 768 SF SEPTIC SYSTEM — UNOBSTRUCTED AREA AVAILABLE IS GREATER THAN 3,000 SF LOT 4 (VACANT) (FIELD VERIFIED ON APRIL 28, 2018) COMMON AREA FENCE TIE (2.0' NORTH) Ng °11'51"E 24.20 PROPOSED 5 WALK i / PROJECT.B EL= 10. CALCULATED POSITION /' ASPHALT UNPLATTED ACREAGE S89°59'59"W 100.00' FENCE TIE (2.0' NORTH) 15.5°- 143 COVERED 14.3' PATIO 06 CNI M % 6 LOT 3 0 PROPOSED \ N RESIDENCE PROPOSED \ FFE=103.75 5.3'- \-0.7' 1 COVERED ENTRY PROPOSED 16' DRIVE 20' A.E. I 'ER PLAT) R116S, � _ �0 N89°43 E 36 \43 S 2g» COMMON AREA PROPOSED 5' WALK 10' FPL EASEMENT (PER PLAT) 10' U.E. (PER PLAT) IK 10, ID) — R E V I S 1 0 N S— BY DATE REVISE MODEL MWH 3/26/18 ... . ADD NEW �ADJOINIM.... ......._....,..,.... .. ...... . NG WELLS & SEPTICS JOE M 4/30/18 ADD PROPOSED Fir- MWH 7/6/18 f�ASPHALT✓ Cc / _71.12' / LONE PINE DRIVE (R/W VARIES) TASK BY DATE FIELD .......... GT ....... 10 6 1 . /, 7 CALCS. RCL 10/5/17 ..,. DRAWN MWH 10/9/17 CHECKED RCL 10/9/17 FILE REF. IFIELp BK./PG. 17.1850-132 17.1850-132 EXISTING I _ /,IRRIGATION WELL LOT 2 RESIDENCE UNDER ' CONSTRUCTION w / O w So• LOT 1 (VACANT) o� LEGEND O i = CURVE CENTRAL ANGLE z EXISTING R = CURVE RADIUS / SEPTIC L = CURVE LENGTH S (C) = CALCULATED / FITI1 (P) = PLAT -- -- I I I I I (D) = DEED o R/W LINE — r. LB 7050 IIIII ORB = OFFICIAL RECORD BOOK IIIII POB = POINT OF BEGINNING °�ivi. iv'rENT IIIII A = # 5 IRON ROD' IIIII EL = ELEVATION IRC I = # 5 IRON ROD & CAP .III IIIII FPL = FLORIDA POWER AND LIGHT IIIII FFE = FINISH FLOOR ELEVATION CM = CONCRETE MONUMENT IIIII P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1 /2" IRON PIPE PKD = PK NAIL AND DISK R/W = RIGHT-OF-WAY Q = PROPOSED SEPTIC TANK ® = PROPOSED IRRIGATION WELL — U.E. = UTILITY EASEMENT A.E. = ACCESS EASEMENT O = FND IRC 6852 = CURB INLET 0 = ALUMINUM FLAG POLE >$ = LAMP POST ® = WATER METER OO = AT&T PEDESTAL 0 = CABLE TELEVISION BOX `a, = WOOD POWER POLE `-❑_, = CONCRETE POWER POLE C- = GUY WIRE CONC = CONCRETE -0- = 4' CHAIN LINK FENCE _ V E.4 FENCE -a- = 6' VVINYLBARBEFFEN FENCE -A- = 4' ALUMINUM FENCE JUL 10 2018 OHU = OVERHEAD UTILITY PG = PAGE Permitting Department ALUM = ALUMINUM St. Lucie Count FL County, SF = SQUARE FEET PER PLAT= LONE PINE SUBDIVISION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 3-5-18 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No. 18.1850-132 SHEET 1 OF 1 w R.J W H LL S SCALE : 1 `20' CERTIFIED TO: PETER J. PIZZARELLO AND JENNIFER L. PIZZARELLO CENTERSTATE BANK, N.A. CHICAGO TITLE INSURANCE COMPANY SUPREME TITLE SOLUTIONS, LLC DESCRIPTION LQT 3, LONE PINE SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS, NOTE: CITY WATER AVAILABLE 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 OCTOBER 6, 2017. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 3, BEARING S89°59'59"W, AS MONUMENTED.. ALL BEARINGS ARE RELATIVE THERETO. 6, 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. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. 8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. �o oQ, !p FENCE TIE <lqo. /-(2.0' NORTH) PROPOSED 12' 768 SF r rl1 SEPTIC SYSTEM UNOBSTRUCTED AREA AVAILABLE IS \� GREATER THAN 3,000 SF IIIII IIIII IIIII IIIII ��IIIII lllll IIIII Illll IIII LOT 5 LOT 4 7 702, I I I �Q3 FFE=103.81 RESIDENCE UNDER �0j 0' I I 2 CONSTRUCTION 0� FFE=103.88 13'-► L - J 9.5' O ,n , p ?. O1 24.5' 10.0' O (n rt t 3. � n (D to 0 (D cpl l TI (D r= rt 2' VALLEY GUTTER (TYPICAL) FILE COPY BY: &016aZ RICHARD C. LAVE N E, FLORIDA P.L.S. #5209 DATE BOUNDARY SURVEY PREPARED FOR PETER & JENNIFER PIZZARELLO �S• "2' M N Opt 24 fi'� UNPLATTED ACREAGE S89°59'59"W 100.00' 14.3' PROPOSED 16' DRIVE N85°11 bl t 20' A.E. 24.20 (PER PLA COMMON WALK AREA PROPOSED 5' / PROJECT BENCHMARK �h SET NAIL/TIN TAB (NO ID) cp EL=100.00 (ASSUMED)- .1-�ASPHALT----'/ FENCE TIE (2.0' NORTH) I/ ----t--- 15.5'— CO COVERED DC0 14.3' PATIO ao 21.3' T7) 1pp6 LOT 3 \ PROPOSED RESIDENCE \ PROPOSED FFE=103.75 5.3' \ 7 N ,2.0' PROPOSED WALK - REVISION S - BY DATE REVISE MODEL ..................................................... MWH 3 ..��6/18 ........................... ADD NEW ADJOINING WELLS & SEPTICS .............................,,.........,...,.,...,..... JOE M 4/„10/18 ADD PROPOSED FFE MWH 7/06/18 .................................,......,......... ADD ADJOINING FIFE;GRADING E; GRADING PLAN JO.. M E ....31 /1 . 7/S7 /18 EXISTING I /-IRRIGATION WELL LOT 2 ' 7 0 0 Ile FFE=104.20 2 �� Li / 4 3z O 00 `SO / O Cn O r- / O� O r Z 5. `R� 6 \mil• a 00 N89°43'36"I 8 ' I�43, S 22g'° COM34.47' MON AREA PROPOSED 5' WALK �10' FPL EASEMENT \ !! (PER PLAT) 10' U. E. (PER PLAT) ASPHALT'--�/ �c _71.12' LONE PINE DRIVE (R/W VARIES) TASK BY DATE FIELD GT 10/6/17 CALCS. ... ........... RCL ... 10 5/17 .. ...... / DRAWN .,..I. ... I ............... MWH 10/9/17 ............ CHECKED RCL 10/9/17 FILE REF. FIELD BK./PG. ................... 17.1850-132 ........ ........... 17.1850-132 o R/W LINE 0 LOT 1 (VACANT) LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED EXISTING ^/-SSEPTIC (P) = PLAT Y (0) = DEED FITI-1 ORB = OFFICIAL RECORD BOOK IIIII POS = POINT OF BEGINNING IIIII POO = POINT OF COMMENCEMENT IR = # 5 IRON ROD IIIII EL = ELEVATION IIIII IRC = # 5 IRON ROD & CAP III 1 I FPL = FLORIDA POWER AND LIGHT IIIII FIFE = FINISH FLOOR ELEVATION CM = CONCRETE MONUMENT IIIII P.L.S. = PROFESSIONAL LAND SURVEYOR IIIII LB = LICENSED BUSINESS IIIII P.B. = PLAT BOOK IP = 1/2" IRON PIPE PKD = PK NAIL AND DISK R/W = RIGHT-OF-WAY OS = PROPOSED SEPTIC TANK ® = PROPOSED IRRIGATION WELL U.E. = UTILITY EASEMENT A.E. = ACCESS EASEMENT 0 = FIND IRC 6852 = CURB INLET Q = ALUMINUM FLAG POLE l = LAMP POST ® = WATER METER O = AT&T PEDESTAL 0 = CABLE TELEVISION BOX r()j = WOOD POWER POLE `C7 = CONCRETE POWER POLE (- = GUY WIRE CONC = CONCRETE -0-- = 4' CHAIN LINK FENCE -x— = 4' BARBED WIRE FENCE -o- = 6' VINYL FENCE -A- = 4' ALUMINUM FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM SF = SQUARE FEET PER PLAT= LONE PINE SUBDIVISION DRAINAGE FLOW 101.0 = PROPOSED GRADE LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 3-5-18 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No. 18.1850-132 SHEET 1 OF 1