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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Manuel, Garcia Campos PROPERTY ADDRESS: TBD Linwood Ave Fort Pierce, FL 34982 LOT: 17 &18 BLOCK: 8 PROPERTY ID #: 2421-802-0102-000-6 SUBDIVISION: Maravilla Plaza PERMIT #:56-SF-2246377 APPLICATION #: AP1634335 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PR1552003 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065,, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD Septic new CAPACITY .A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPA T SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS .;t f r]DO� SZPER 2 S #Pumps [ ] r.� D [ 500 ] SQUARE FEET Drainfield new SYSTEM a }' R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] FILLED [] MOUND I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Site BM, NiD CL of Linwood @ intersection I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E 0 T H E R ILL REQUIRED: L10.UU] INCHES EXCAVATION REQUIRED: [ b4.UU] INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J Ingr TITLE: Environmental Specialist III APPROVED BY: TITLE: Environmental Specialist III St. Lucie Brian J I am DATE ISSUED: 05/04/202 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC 11 /04/2022 CHD Page 1 of 3 v 1.1.4 AP1634335 SE1509158 St. Lucie County Health Department a: rn 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2246377 BILL DOC #:56-BID-5191911 CONSTRUCTION APPLICATION #: AP1634335 RECEIVED FROM: Manuel Garcia Campos AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 445 PAYMENT DATE: - 03/02/2021 MAIL TO: Manuel Garcia Campos RECEIVE® MAY 1 I3 2021 FACILITY NAME: Perrotttng oepartment $t Lluleh«R PROPERTY LOCATION: TBD Linwood Ave Fort Pierce, FL 34982 Lot: 17 & 18 Block: 8 Property ID: 2421-802-0102-000-6 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 Goo RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4896009 STATE OF FLORIDA PERMIT NOS i 'Z7,0 W5 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:' Wz SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [ ] Existing System [ ] HoldingTank [ ] Repair [ ] Abandonment [ ] Innovative ,o [ ] Temporary [ ] APPLICANT: ����%� I .-� �' 1 0 com 20-S a r I ! s 9 y(ye AGENT: �1��pC, 1 i�� iCL �� f C�vSC� 'HONE : 37 3lc? Re5�5 MAILING ADDRESS: ,` 13 1. 1 Cyoo i� Q o �Q -} Y ! �- C P TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: LLE6BLOCK: SUBDIVISION: /ri�Y1�� Pj a�a PLATTED: PROPERTY ID # : d ` ,� O 101 V'rZ NI G I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE:el ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC &j.A<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y N DISTANCE TO SEWER: FT PROPERTY ADDRESS �j CINA 1y� 'Pl-t n e 5�-iq 1�t� DIRECTIONS TO PROPERTY: At, Cm it �, y IL ,,7 ;,,L d C r`/ 421 c J S' C v" 1?l if ,S ®Y�1 Cf ��.—,�c�t� T('I( ` 0v BUILDING INFORMATION [d/J RESIDENTIAL [ 1 COMMERCIAL Unit Type of No Establishment 1 YIt?XI `' 3 4 [ ] Floor ` SIGNATURE: No. of Building Commercial/Institutional System Design Bedrooms Area_Sgft Table 1, Chapter 64E-6, FAC T � DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Manuel Garcia Campos CONTRACTOR / AGENT: Manuel Garcia Campos LOT: 17 & 18 BLOCK: 8 APPLICATION # AP1634335 PERMIT # 56-SF-2246377 DOCUMENT # SE1509158 SUBDIVISION: Maravilla Plaza ID#: 2421-802-0102-000-6 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 724.98 GALLONS PER DAY [ 1500 GPD/ACRE OR r 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 861.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE site BM, NiD CL of Linwood @ intersection 6.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD .RATT. PRnT?TT.F. TNFARMATTnW RTTF. I USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Loamy Sand 0 To 9 10YR 5/4 Sand 9 To 12 1 OYR 4/1 Sand 12 To 17 10YR 5/1 Sand 17 To 33 10YR 6/1 Sand 27 To 33 1OYR 2/1 Spodic Material 33 To 42 10YR 5/1 Sand 42 To 50 10YR 2/1 Spodic Material 50 To 64 7.5YR 3/2 Fine Sand 64 To 72 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Fine Sand 0 To 8 10YR 5/1 Fine Sand 8 To 15 10YR 5/2 Sand 15 To 32 10YR 6/2 Sand 30 To 36 10YR 2/2 Spodic Material 36 To 51 1 OYR 4/3 Fine Sand 51 To 62 10YR 5/3 Fine Sand 62 To 72 OBSERVED WATER TABLE: 65.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 27 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 27.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 64 INCHES DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR6/1 stripping in 10YR5/1 matrix >10% with diffuse boundaries starting at 27" in S61. S131 and SB2 6" above BM. SITE EVALUATED BY: Ingram, Brian (Title: Ehvironmental Specialist III) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes previous editions which y not be used) Incorporated: 64E-6.001, FAC DATE: 04/30/2021 Page 3 of 4 AP1634335 EID2246377 v 1.0.2 :kPPLIC:%,NT'S NAN-IE:-,MI'r14 a4YCl0- LEGAL DESCRIPTION: Ge�� 17 1�, �lcx�C 8, Alan tt lAe /'�/g zq y_PRODSELZ SPTIS',S'T'EnfSl' IIVFQR1tA:TIQ1' y I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than l 5 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. doti. fiirttis'supties.Septic.%pppp:lge-t1? 1411111 ��� �(`;••" Bose N4i�• �'. ej: a =� • STATE OF FLORIDA • ��� ��►l111111��� CERTIFIED BY: FLORIDA PROFE. SIONAL NO.: % DATE-:_ dO' / JOB NO.: _ �j Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: LINWOOD Parcel ID: 2421-802-0102- Account #: 29678 Sec/Town/Range: AVE 000-6 21 /35 S/40E Map ID: 24/21 S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Manuel Garcia Campos MARAVILLA PLAZA BLK 8 LOTS 17 AND 18 (0.29 AC) Maria Del Consuelo Esquivel Tones 2923 Sherwood LN Fort Pierce, FL 34982 Current Values Historical Values 3-year Just/Market: $21,400 Assessed: $21,400 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $21,400 2020 $21,400 $21,400 $0 $21,400 2019 $14,300 $9,500 $0 $9,500 2018 $15,700 $8,637 $0 $8,637 Sale History Date Book/Page Sale�Code Deed Grantor Price 09-18-2019 4322/2059 0001 WD Hadden Richard R $29,600 12-05-2003 1861 / 2954 XX00 WD Brady Kenneth J $23,300 04-01-1986 0498/2811 XX00 CV $15,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type A/C %: 0% Electric: Primary Int Wall: Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 0.29 Land Size (SF): 12,632.4 Total Building Count: I Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.pasle.org/RECard/ 10/12/2020 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052. Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 2 ► 01i -f-)4 S5 n FND RR SPIKE ® WATER METER 51te Plan For: ^� IN CUT-OUT SEPTI� IN FRONT YARD �yo IRRIGATION IN FRONT YARD Manuel G a rG I a sI \ w WELL OUT OF RANGE FDOH in t. L ^It GOUnty ^ sv3li�' ��_'f IR� � N Ed LOT 8& 9 Environmer 14 altn STREET ADDRE55: pry -a=- \ o °' BLOC 8 Site Plan Appr Vey w ;OnStrUCtion UNASSIGNED LINWOOD AVENUE FORT PIERCE, FL a �' o I Supersedes All re OCCUPIED SP J: Site Plans for Z 17.97 15.13 OSTDS .z2�(pj�% `t, Well # LEGAL DESCRIPTION: 17.98 18.21 lh 17.9 E FND 5/8 IR Date's ZG LOTS 17 & 18, BLOCK 8, MARAVILLA PLAZA, AS x I EAFRI Oyu NO ID SET 5/8 IRC Revle e . RECORDED IN PLAT BOOK 5, PAGE 16, OF THE PUBLIC � RECORDS OF SAINT LUCIE COUNTY, FLORIDA. ' Gitir0, . `f 60 LB # 7903 � TECH. 10 .00' 18,1 18' = oHP = - - oHP LEGEND � ABBIZEVIATIO - SALE'" FEET 1 I�y CITRUS 50.00' 25.00' A ARC LENGTH OHP OVERHEAD UTILITIES 17.39 o TREE n A/C AIR CONDITIONER ORB OFFICIAL RECORDS BOOK o. BSL BUILDING SETBACK LINE P PLAT DATA 17.4 N x 1 N C CALCULATED FROM FIELD MEASUREMENTS PB PLAT BOOK DIR CBS CONCRETE BLOCK STRUCTURE PCP PERMANENT CONTROL POINT DRI 35.4' CONC CONCRETE PG(S) PAGE(S) CM CONCRETE MONUMENT POB POINT OF BEGINNING PROPOSED N 17.2 HEAD 16.0' 1' CA CENTERLINE POC POINT OF COMMENCEMENT DRAINFIELD 17.90 Bo 14.0' 18.3 D&UE DRAINAGE & UTILITY EASEMENT PSM PROFESSIONAL SURVEYOR & MAPPER PORCH ELEV ELEVATION R RADIUS +-432SQ FT FFE FINISH FLOOR ELEVATION R/W RIGHT OF WAY 7V 24.5' O FND FOUND TOB TOP OF BANK SEPTII ID IDENTIFICATION NUMBER TOS TOE OF SLOPE ` T�� X i!4 IP IRON PIPE UE UTILITY ELEVATION (TYPICAL) 0- 16.0' LOT 17 & 18 N C ] IR IRON ROD PROPOSED = Lo IRC IRON ROD & CAP WATER METER RECEIM N V c PROPOSED LB LICENSED BUSINESS SEWER MANHOLE GREEN AREA - c rS 1 STORY CBS LS LICENSED SURVEYOR �T UTILITY POLE IL � �I C° RESIDENCE o 18.6 18.6 lo AY t: 8 7021 M MEASURED DATA DELTA 18.10 W w LOT 16, W 1/2 15 t NAD NORTH AMERICAN DATUM lQ ELECTRIC SERVICE BOX 17.91 X 17 CoQ x 8, FFE 'sil��li� - NAVD NORTH AMERICAN VERTICAL DATUM F V TELEPHONE SERVICE BOX w �o O� 8 3 o BLOCK 8 I P itting Oepartrpent 17.9 15, COVERED ._�, N o - ENTRY N Line county GENERAL NOTES : s 0 0 OCCUPIE f ,> 21.0' o = N N FFE = 19. 1. THE EXPECTED USE OF THIS SURVEY ANDGOR M9 I�S RE5f0E TIAL C o f o 35.4' 25.3' r- N Z PROPOSED 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR M P I NOT CERtIFIED BYVIiE-SIGN t�G FLORI A 0 o LICENSED SURVEYOR & MAPPER. `�` u U Z METER & x 19,34 20.8' 1 1' WATER LINE - 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA �,��qq�� ••4•'' LICENSED SURVEYOR & MAPPER. Z A pis 3 FND 5/8 IR FND 5/8 IR E x M C N12' N : NO ID 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERUNE OF LINWOOD AVENUE HAVING A ui . a •' BEARING OF SBB'23'09"E, ACCORDING TO THE PLAT OF MARAVILLA PLAZA, AS RECORDED IN PLAT BOOK 5, PAGE NO ID INV DRIVE 16, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) 17.80 18.0 17,74 17. 5 S 88 '09" E 16" HEAD WALL I. CONCRET 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD DRAIN PIPE 5 10 .00k 17.3 DRIVE 17.7 x 17.7 IIu18� �- - INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0187 K, EFFECTIVE DATE FEBRUARY 19, 2020. 3 17.58 IINLET 17%• 5.73 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE BENCHMARK 16.0 18.02 .' , . 17 7 .c� 17.6 17.44 BEING ST LUCIE COUNTY 'BOX CUT-CORTEZ", WITH A ELEV OF 19.42'. • 17.96 17.917.8 17.69 25.00' _ 100.00, 1 FNDVOAILL ID 71iEREAL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS S 88o23'09" E /L LfN�fVO 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. .68 50 RIW 20' A$PHALT 475.43' 17.46 17.E FND NAIL & DISK 17.70 1 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. FND RR S KE LS # 2391 1` 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED IN CUT-0 T �f BENCHMARK OR LAND OF OTHERS. 17.97 17.81 ELEV. = 17.76 �� � 17,74 %\ 111 11fill, S A /� NOTE: PUBLIC WATER IS AVAI�.ABLE 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF S 01023'57„ W ���p �'1�0 �i�� RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. FND RR SPIKE 300.56' `� `�e�se Nu,,,.�� 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 25, 2020. IN CUT-OUT U:� 4977 CERTI FI ED TO: _ ©COPYR�GHT ARNOLD SURVEYING, INC. JOB NO. 20-508 ®� SUVY EgINC. MANUEL GARCIAS; ALL DRAWINGS OR • OCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS m4 DATE: 03/01 /2020 PROFESSIONAL SURVEYORS AND MAPPERS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. , CHIA D E SIC'[NED THE REPRODUCTION1OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY SCALE: 1 =30 FLORIDA LICENSED BUSINESS NUMBER 7903 OTHER PROJECT DO UMENTS WITHOUT WRITTEN PERMISSION FROM DRAWN BY: CA 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 IrI.O DA LIC £INN.- t MAPPER DOCOUMENT IS PROTECTEDIBY FEDERAL COPYRIGHD LAWS DRAWING OR REVIEWED BY: CA (772) 708-1819 VISTA. SURVEY®ASIT-SURVEYSCOM rN 4'8" DINING ROOM 10'0" FLAT CLG 3" 4 Pantry I I Ref O" 'T -Arch 71'- DEN6> 10'041 FLAT CLG �s 12'2" 13 6" 2 4 0'-- EDROOM 10'0 FLAT CLG 15'2' I I 11 3'3' 5'4 54'6' 12'0" 7'9' 25'10' COVERED PORCH 119" 12' S L iS iU _-_______ ___,,_1 +Q LIVING ROOM 10'-11'6" COFFERED CLG 2" 6'9' ..0 6, � I BEDROOM 10'0" FLAT CLG 11,0" " _ r J W.1 4'0' 7 MASTER BEDROOM 10'0" FLAT CLG 15 Arch M. 1 TABULATION AREA LIVING AREA 2675 SF COVERED FRONT ENTRY 81SFFit 3'2COVERED'P❑RCH 320 SF F GARAGE 451SF cnt)v 0" 0'2• " " Sto$ age 6° O W.I. G --- -- -- 5'8" 5'8" 2� 2 - 1 i 0 i 3'4" p I i I I 1 L.L p 1 1 1 - I 6 7 6" ' 1------' ' D 11'6" a . 2� 11'0" ti L----------- J BEDRO M ' 7 8 ❑ 10'0" FLAI CLG 3 A/C o HDLR 10,10 COVERED FRON ENTRY ��� o 24'ATTICx54j --ACCESS 8'10' 21'0' 21'0" GARAGE _ __ ____ __ 1614' 16 FT GARAGE DR. r I I II I I I I I I I 4'2` 4'2" 2'" 16'0" 2'S" 8'4" 20,10" 54'6" 7IV TOTAL 3527 SF auau+N�+tl uw"wl Izu 91 AVW PROTECTION OF OPENINGS t aan��a BASED ON FBC SECTION 1606.1.4 VtXTERIOR OPENING THAT RECEIVES POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING MATERIAL TIAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME11996 OR MIAMI-DADE PA201,202 & 203 NOTE BLOCK LAYERS / FRAMERS TO CONSULT W/CONTRACTOR FOR ROUGH OPENINGS OF WINDOWS AND DOORS DOOR, SCHEDULE DR# SIZE WxH ROUGH QUANTITY REMARKS Di D1 12-3'0'X7'8'Xl 3/4" 6'0'x18' 6'3"X7'11" 6'2"x2d' 1 1 EXTERIOR DR w/TRANSOM TRANSOM D2 2'8"X7'8"X1 3/8" 34"x93"a- 9 INTERI❑R DR 6 PANEL D3 2'6"X7'8"X1 3/8" 32"x93"1 7 INTER OR DR 6 PANEL D4 2'8"X7'8"X1 3/8" 34"x93"! 1 GA. D -1 HR FIRERATED D5 '0'X7'8"X /4" 3' 7'11" 1 1 DR D6 12'0"X8'0" 12'0"X8' " 1 12' S IDING DR WINDOW SCHEDULE SIZE WxH ROUGH OP POURED SILLS ROUGH OP PRECAST SILLS QUANTITY REMARKS MANUF. MODEL _ W1 52x6 l 274x63 5 MIN 5 SF ❑PENING W2 72x62 2Aax63 4 b• W3 36x62 6?4x63 4 Wi 52x621 b234x63 1 BATH, WIN• OBSCURE y EGRESS WIN'DOWS' IN SLEEPING ROOM MUST HA E A MINIMUM CLEAR ❑PENING HEIGHT F 24" & A MIN NET CLEAR WIDTH O 200. NET CLEAR ❑PENING AREA SH' LL A MIN OF 5 SQ. FT ON GROUND FLOOR 5.7 SQ. FT, ABOVE GROUND LEVEL , MAX SILL HEIGHT 44 ABOVE FFE FDOH in St. Lucie County Environmental Health n T /s 9 9 s Site Plan Approved for Construction SCALE 1 ! 4 = 1 O Supersedes All Previous Site Plans for OSTDS # & Well # Date: Reviewe : 77 MARIA & MANUEL DESIGNED BY REVISIONS DATE ABRAHAM CHABAB, Inc. GARCIA AC 4 NE Corner of Linwood Ave DRAWN BY FL. DOARD OF PROF. ENG. AUTH.#26790 k & Summit St. AC 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 DATE 10110120 Email agchababi®msn.com FLOOR PLAN 772 878-5079/475-6630 SHEET 2 ❑F8 Fax 772 785-8291