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Home My WebLink About009 Health Dept Floor Plan and Survey (2)SITE PLAN FND %" IRCY LB # 7903 x LOCATED IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST I 9 R 0' 20' 40' 60' FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OST DS # G -S<•2 1 & Well # Date: S !9 Review r: LEGEND & ABBREVIATIONS A A/C BM C C/L CM CONC DEG OR ELEV FFE FND ID IP IR IRC LB LS M MON MHWL NAVD NGVD NO OR # NTS OHP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W D C�- FND 5/8" IRC "TALBOTT" ARC LENGTH AIR CONDITIONER BENCHMARK CALCULATED FROM FIELD MEASUREMENTS CENTERLINE CONCRETE MONUMENT CONCRETE DEGREE ELEVATION FINISHED FLOOR ELEVATION FOUND IDENTIFICATION NUMBER IRON PIPE IRON ROD IRON ROD & CAP LICENSED BUSINESS LICENSED SURVEYOR MEASURED DATA MONUMENT MEAN HIGH WATER LINE NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE '•,PIMP' TRFP' WELL +/- 90' N OUT OF RANGE RYAN DOYLE 1418-133-0010-000-8 4851 BALD CYPRESS TRL OCCUPIED (FFE = 24.7) 19,49x EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST 0,28 O x 24.71 21,3 --------------- 21,28 DRAINFIELD 21,10 x --2104--------------x 21.25 x 20.50 S 89°52'33" E 19.32 S 89°52'33" E 511.33'M - x19.1)�� x 150.8 r FND %" IRC 1 x 19,79 LB # 7025 1' WEST 19.17 x I x ROSS CHAMBERS " ,\ i LO In 1418-133-0040-000-7 o 6 6 O / 4700 INDRIO RD / 20.0= VACANT E x x 19,9. I I \ x \ NTHONY WATERS 1 x 25.0' 1418-133-0035-000-9 4750 INDRIO RD i I OCCUPIED (FFE = 23.1) WELL 5.0' 23.3 w x STEPS COVERED V - 41.2 PORCH 22,62 x oo 7.3' c°'o ;--------- 22,62 iv CY w i x 23,10 x- x 19,36 0 16.0 16.7'- G' 0 ( N 1 21.75 o SEPTIC ; d PROPOSED ARE/i, / 1 STORY CBS t6 RESIDENCE Ix 22.38P MINIMUM 22,15 -------- x \ N / C>J FFE = 22.5' -- \ 41. - 32.0, COVERED r 14.0' ENTRY 019.004 ' STEPS � I e I ----------- -- O KI � ell-�' 1-' SEPTIC II, . (01 I� p 6l . o AREA 6; - o L __28.0'-- _J 1 10.0 L __----- PROPOSED / 00 39.0' O WATER LINE I /b� C� C' O PROPOSED PROPOSED GREEN AREA DRAINFIELI FND 5/s" IRC LB # 7025 FND %11 IR NO ID 0.4' NORTH END OF DITCH x ,87 46.2' e 34.0' e .a O 00 O a7 b N V) 46.0' Rim 12.0' 19,11 20,38 I 19.741 1 CONCRETE DRIVE x 18,82 G Z F Co �Q Zw AIA 7� GRAVEL SITE ;n WW ICT I Q DRIVE C? 20,92 M 20.3 to � I 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION Lu i o 19.90 MCOS FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE W W W ° CD r4i RO,� 0.51 FND %" IRC o 1 °0 8 4 7I3 LB # 7025 V) 1 7Z 1 off" ITE an ROAn nz S RESIDENTIAL. BENCHMARK 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS 1 I NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & Z ELEV. = 20.42' x 19 4-I� 30 0 RECEIVER. AIA Z SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED OW W Z 1f . 2 PRIYA VISTA BLVD. 04 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE Q CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS 2034 SHOWN, HAVING AN BEARING OF N89°51 14 E (ASSUMED DATUM). CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING 9 W0 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS V 13.69 :3 Do COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE ►) t- FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE t4 DETERMINED BY AN ELEVATION CERTIFICATE. END OF DITCH x ,87 46.2' e 34.0' e .a O 00 O a7 b N V) 46.0' Rim 12.0' 19,11 20,38 I 19.741 1 CONCRETE DRIVE x 18.43 x 18,82 ODM I Z F Co �Q Zw AIA 7� O SITE W WW ICT I Q bW �Z i LL 91 O� ad to � I 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION Lu z= O x 18.43 u- CO � ODM I S AIA 7� 4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951 SITE W U)Z THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST CL Z �0 Z 91 4 ad O � I 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION Lu 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40 MCOS FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE W W W ° o N RO,� Z u - aOil mwARas O RECORDED IN OFFICIAL BOOK 4335, PAGE 1074: 40 GENERAL NOTES 7Z Z off" ITE an ROAn nz S RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS t- co NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & Z w x 19 4-I� - RECEIVER. AIA Z \'N=0ROAD LOCATION MAP 2 NOT TO SCALE S AIA 7� 4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951 SITE LEGAL DESCRIPTION THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST CL Z 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 91 4 ad THE WEST 250 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST ORANGE AVENUE 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40 MCOS FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE W W W ° o N RO,� - -UHV - umv - UHr - UHP-UHV 151.H2 Z aOil mwARas 1 RECORDED IN OFFICIAL BOOK 4335, PAGE 1074: 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING GENERAL NOTES 7Z 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS off" ITE an ROAn nz S RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS - - - TOIL OFL Bel NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 9 5 MAPPER. x 19 4-I� - RECEIVER. AIA Z SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED OW W Z SURVEYOR & MAPPER. N PRIYA VISTA BLVD. 04 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE FND %" IRC 1 12. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2020. 10 8,25 LB # 7025 1 yo 6 P OPOSED 0 oHa 1'1�0 PNU J/6" >x i NO ID S 89051'14" E OHP - OHP --OHP - OHP - OHP 4 H� .8 QHt - OHP - OHP - BHP -OHP =`TORP =TP ___UT__ lUAP = - --16 -- 17.49 x- - - SOUTH LINE OF THE NORTHEAST Y4 OF SECTION 18, o TOWNSHIP 34 SOUTH, RANGE 40 EAST O 19181x- �t - - e FND NAIL & DISK BASE BEARING LB # 7903 S 89° 51 ' 14" E - CENTER 479.70' 20,81 OF SECTION 0 LOCATION MAP 2 NOT TO SCALE STREET ADDRESS w 4700 INDRIO ROAD FORT PIERCE, FLORIDA 34951 � LEGAL DESCRIPTION THE EAST 50 FEET OF THE WEST 200 FEET OF THE SOUTHEAST CL Z 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, EXCEPT THE SOUTH 40 FEET; AND THE EAST 50 FEET OF ad THE WEST 250 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST LOLF K � 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE SOUTH 40 Wz FEET; AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF THE W W W ° SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP N 34 SOUTH, RANGE 40 EAST, LESS THE WEST 250 FEET, THE EAST - -UHV - umv - UHr - UHP-UHV 151.H2 30 FEET AND THE SOUTH 40 FEET; SAID LANDS SITUATE, LYING aOil AND BEING IN ST. LUCIE COUNTY, FLORIDA. OHP - OHP - OHP RECORDED IN OFFICIAL BOOK 4335, PAGE 1074: 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING GENERAL NOTES LL 0) r 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS - - - TOIL OFL Bel NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 9 5 MAPPER. x 19 4-I� - RECEIVER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED OW W Z SURVEYOR & MAPPER. N 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED 04 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE Q CENTERLINE OF INDRIO ROAD, BETWEEN EXISTING MONUMENTS AS lu oo SHOWN, HAVING AN BEARING OF N89°51 14 E (ASSUMED DATUM). CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING 9 W0 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS V IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, :3 Do COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE ►) t- FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE t4 DETERMINED BY AN ELEVATION CERTIFICATE. y 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 89'51 ' 14" E 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED BENCHMARK STATES STANDARDS, IN FEET AND DECIMALS THEREOF. fNDR4A0 -R-OAD 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE Fb BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT 181.85 BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 21"ASPHALT WRIGHT OF WAY FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS r PCI w F- OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP, 20,26 ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. FND %" IRC 1 12. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2020. 10 8,25 LB # 7025 1 yo 6 P OPOSED 0 oHa 1'1�0 PNU J/6" >x i NO ID S 89051'14" E OHP - OHP --OHP - OHP - OHP 4 H� .8 QHt - OHP - OHP - BHP -OHP =`TORP =TP ___UT__ lUAP = - --16 -- 17.49 x- - - SOUTH LINE OF THE NORTHEAST Y4 OF SECTION 18, o TOWNSHIP 34 SOUTH, RANGE 40 EAST O 19181x- �t - - e FND NAIL & DISK BASE BEARING LB # 7903 S 89° 51 ' 14" E - CENTER 479.70' 20,81 OF SECTION 0 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR -& MAPPER. s SEAL: IA CHARLES.ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 497 7PRIN DA SHEET 1 OF 1 PROJECT N0. 20-518 ONCRETE DRIVE 2 Z �0 w Ha OND � GLOBAL POSITIONING SYSTEM (GPS) NOTES S 89051'14" E CL Z W o ad W2 LOLF K � Wz W W W ° O N U > - -UHV - umv - UHr - UHP-UHV 151.H2 -I aOil - - OHP - OHP - OHP OHP - OHP\ OHP ,GO- 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING m LL 0) r J Q5 CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L -BAND - - - TOIL OFL Bel Z 0 9 5 - - x 19 4-I� - RECEIVER. �k�TGH- z OW W Z O 2 W 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED DRAINAGE PIPEp Q a CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING - - SOP-Or-BhATK � SET NAIL & DISK MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. ti z 20,32 LB # 7903 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED S 89'51 ' 14" E BENCHMARK USING CARLSON SURVEY 2018. fNDR4A0 -R-OAD x 2� 71 Fb ELEV. = 20.60' 20'57 181.85 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS 21"ASPHALT WRIGHT OF WAY SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA r PCI w F- 20,26 ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR -& MAPPER. s SEAL: IA CHARLES.ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 497 7PRIN DA SHEET 1 OF 1 PROJECT N0. 20-518 2 Z �0 w � 0 IL 5 CL Z W x5: ad W2 LOLF K � Wz W W W ° O N U > W Z Ow U) >N U) m LL 0) r J Q5 (WO � Z 0 LU V W S m J J � = wj14 (D ti y z OW W Z O 2 W CL 00 o 00 Q a ti z 0 w r PCI w F- A 0WZ OLo Wa °WN U W0Ci Ci z m Wo 3: a�UaS N U 2 G"wN -0 Z OOH Z Oz W p W z -0 z F- m d oda °S .V0 F- � z O noD Wo20 yozo Ii 2 0L R W o5N� V U UpLOgW m V W Cez0 �€a O n rt C9 Cog� % U � O � p N oo NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR -& MAPPER. s SEAL: IA CHARLES.ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 497 7PRIN DA SHEET 1 OF 1 PROJECT N0. 20-518 DocuSign Envelope ID: 82246FF8-C690-4CFD-8938-DOE7EO520568 WALL LGloCtw ID DESCRIPTION REINFORCED CMU WALL W/ FINISHES SPECS SEE GENERAL SPECIFICATIONS ON A-1 THICKNESS ON FLOOR FLAN 9" porch "volumee REINFORCED CMU WALL WO/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 8" area REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" LOAD BEARING 20 WALL SEE BRG WALL DETAIL 4.5" FLOOR PLAN- DIMENSIONED SCALE: 1/4"= V-0" PROJECT DESCRIPTION NEW CONSTRUCTION OF A 1 STORY SF RESIDENCE ON A VACANT LOT. ZONING INFORMATION: parcel id: 1418-133-0040-000-7 AR -1 (unincorporated St Lucie County) flood zone: X UTILITY INFORMATION: gas: n/a sewage: septic potable water: well AREA CALCULATIONS: living area _ _3,371 sf_ 576 sfr porch "volumee 572 sfnt porch 256 sfg area 4,775 sf volume FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS (21 t's(o &Well # Date: if I 1.��'+/ — Review r: lw FOR SEPTIC PERMIT ONLY Co r` � ` o CLin v 2 r r Y -a LI M LO —Q good 3 + U) m0 E N �Uomt� y + N c M O co U. V U U J Q 1.1.1 F-- L)Z Z W W (n ��/W 0) ev Lij — I W m J f� L J 2 r^ �J Z F— Z W G O U rte' floor plan 7/9/20 SHEET SD1 E ocuSienotl by: ^aln E92486S35rAF30E92488... 7/9/2020 F 9 0 J 0 r y:' 01S P. UEe& {Y `� VP . AR97108