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PL-18-1726
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 10007 NE 4 AVE, Miami Shores, FL 1132060170490 Contacts Permit Ato.: PL -6-18-1726 Permit Type: Plumbing - Residenti Work CJussiftt ation: DrainfmW Permit Status: Approved Expiration: 10/15/2019 JOHN & CRISTINA BUTLER Owner JOHN & CRISTINA BUTLER Applicant 500 NE 102 ST, MIAMI SHORES, FL 33138 500 NE 102 ST, MIAMI SHORES, FL 33138 SOUTHERN SEPTIC AND LIFT STATION Contractor CORP ROBERTO RODRIGUEZ 12040 SW 118 ST, MIAMI, FL 33186 Business: 3055988266 Description: NEW SEPTIC TANK AND DRAIN FIELD AS A SUB Valuation: $ 9,275.00 Inspection Re uests: PERMIT FOR A HOME 305-162-4949 Total Sq Feet: 0.00 Fees Amount CCF 6.00 DBPR Fee 4.50 DCA Fee 3.00 Education Surcharge 2.00 Permit Fee 300.00 Scanning Fee 3.00 Technology Fee 8.00 Total: 326.50 Payments Date Paid Amt Paid Total Fees 326.50 Credit Card 06/25/2018 $50.00 Credit Card 04/18/2019 $276.50 Amount Due: 0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws aQ zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / ) Applicant/ Contractor / Agent Date April 18, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION BUILDING ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: 13051762 949 q' ) VE'D JUN 5 018 FBC 20 4 Master Permit No. t -lam 1 b o Sub Permit No. T) L 1 C5 —1-7 2-6 ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10007 NE 4 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-017-0490 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: SFR Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JOHN AND CRISTINA BUTLER Address: 10007 NE 4 AVE City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR: Company Name: SOUTHERN SEPTIC Phone#: 305 598-8266 Address: 21051 SW 234 ST City: HOMESTEAD State: FL Zip: 33031 Qualifier Name: ROBERTO RODRIGUEZ Phone#: 305 598-8266 State Certification or Registration #: SR 0021421 Certificate of Competency #: _ DESIGNER: Architect/Engineer: NSA Phone#: City: State: Zip: Value of Work for this Permit: $ 9275.00 Square/Linear Footage of Work: Type of Work: Addition Alteration New Repair/Replace Demolition Description of Work: NEW SEPTIC TANK AND DRAIN FIELD AS A SUB PERMIT FOR A HOME REMODEL Specify color of color ru tile: Submittal Fee $ d paid Permit Fee $ U CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ 1;L SIQ) Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Revised02/24/2014) Double Feed$ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City N/A State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City N/A State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first p*Gpection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wIll n2kt.be approved and a reinspection fee will be charged. SignaturAJ" - \/'(/"uWy Signature 1Z . \ \ OWNER or AGENT The foregoing instrument was acknowledged before me this 2 day of c) U i 20 l by rV -)i b c. B v, -k tQ who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ( Print:—t`4—er1 h CA '-b Seal: n 1k*1k*ri**1k Irl APPROVED BY Revised02/24/2014) CONTRACTOR The foregoing instrument was acknQwled6d before me this day o J `J r-420 l 'e by Ud who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print:CL/ Q' -{-k el- % p 'V / 6v -Ari %/ as Seal: CATHERINE A. DUFFIN " rKY rv.•; CATHERINE A. DUFF IN 1• o Notary Public -StateofFlorida Notary Public -State of FloridaCommissionItGG104296 Commission k GG 104296 ks$5itss 2i i1* i * i*sr*s* t*s i*srss i**** ,' °* i t111r9rgr r66MtUyrgl•'l 2rfr ri a*** irris* i# Nonded through National Notary Assn.., ` .......... Hondcd through National Notary Assn. e W Plans Examiner Zoning Structural Review Clerk STATE OF F DEPARTMENT ONSITE SEW. SYSTEM CONSTRUCTION PERMIT FOR: Q APPLICANT: Cristina Butler PROPERTY ADDRESS: 10007 NE LOT: 13-15 BLOCK: S PROPERTY ID #: 11-3206-017 HEALTH TREATMENT AND DISPOSAL New FL 33138 C1 14OV4/ PERMIT #:13 -SM -1778586 APPLICATION # : AP 1300327 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1076720 SUBDIVISION: Amd Plat of Miami Shores Sec 4 SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] OR TAX ID NUMBER] i SYSTEM MUST BE CONSTRUC TEED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 351.0065, 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 j 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 ES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING RE IRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATI T [ 1,200 ] GALLONS / GPD 1 A [ ] GALLONS / GPD N [ ] GALLONS GREASE I K [ ] GALLONS DOSING 7 seotic tank CAPACITY CAPACITY CEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 575 ] SQUARE FEET Tee eh confiouration drainfi SYSTEM R [ ] SQUARE FEET i SYSTEM A TYPE SYSTEM: [x] STANDkRD ] FILLED [ ] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N I F LOCATION OF BENCHMARK: c6r ter line NE 4 Ave. 9.57' NGVD I ELEVATION OF PROPOSED SYSTEMSITE [ 4.44 ][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE i [ 34.44 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ ] INCHES EXCAVATION REQUIRED: [ 72.00] INCHES 1. -Install a 1200 gal min. septic tank with an approved filter. 0 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance T with s. 64E -6.013(3)(f), FAC. H 3. -Install 575 sf of drainfield in trerich configuration. 4. -Install 42" of slightly limited soil 'at the bottom of the drainfield. E 5. -Perimeter of excavation area slI II be at least 2 ft wider and longer than the proposed absorption bed or drain trench. R (Comments Continued on Page 2.) SPECIFICATIONS BY: Jorge M Millan Jr. TITLE: APPROVED BY: TITLE: Engineering Specialist II Dade CHD Erlande i sista DATE ISSUED: 09/27/2017 _ EXPIRATION DATE: 03/27/2019 DH 4016, 05/09 (Obsoletes all' revious editions which may not be used) NT R A CT 0 R ...u1{ Incorporated: 64E-6.003, FAC 1.1.4 AP1300327 Themmraamr for de>gne.e) is regcired to Ferfcrtn a soil boring adiacert tO t`a d:ainf-e'd exca a''on at ;.he ,ime of f.ra' irspection. Pic- t,., r,nal Ararovat, tre FDOH inspec'cr sna" witness .tee sc:l rcnnu and =mrare the reSL. tS tO 're Origir:ai s.qc evaiva:... s.:i: ,`ed. A reins-pecLan fee will be assesse„ if the ccn1 n2*,o, is not at 10he jcbsi.e a: i`'e a7af ge-d .,T^. DOCUMENT #: PR1076720 6. -Invert elevation of drainfield to be no I 7. -Bottom ofdrainfield elevation to be ric 8. -This permit includes the abandonment ss than 7.20' NGVD. less than 6.70' NGVD. of the existing septic tank. The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 460 gpd. 1 i i A party whose subst, administrative hearing purse proceedings are governed b administrative hearing must Department, within twenty -6 Agency Clerk is 4052 Bald C Clerk's facsimile number is !f Mediation is not avai Your failure to subrri constitute a waiver of your n order'. , Should this order bei to judicial review pursuant tc governed by the Florida RUII by filing one copy of a Notic( second copy, accompanied; appropriate District Court. T NOTICE OF RIGHTS itial interest is affected by this order may petition for an nt to sections 120.569 and 120.57, Florida Statutes. Such Rule 28-106, Florida Administrative Code. A petition for e in writing and must be received by the Agency Clerk for the e (21) days from the receipt of this order. The address of the press Way, BIN A-02, Tallahassee, Florida 32399. The Agency 10-413-8743. ible as an alternative remedy. a petition for hearing within 21 days from receipt of this order will ht to an administrative hearing, and this order shall become a 'final ome a final order, a party who is adversely affected by it is entitled Section 120.68, Florida Statutes. Review proceedings are s of Appellate Procedure. Such proceedings may be commenced of Appeal with the Agency Clerk of the Department of Health and a y the filing fees required by law, with the Court of Appeal in the e notice must be filed within 30 days of rendition of the final order. STATE OF Et RIDA APPLICATION # AP1300327 DEPARTMENT 1 F HEALTH ONSITE SEWACE TREATMENT AND DISPOSAL SYSTEM PERMIT # 13 -SM -1778585A SITE EVALt1i ION AND SYSTEM SPECIFICATION DOCUMENT # SE1048261 I APPLICANT: Cristina Butler CONTRACTOR / AGENT: LOT: 13-15 Southern SUBDIVISION: Amd Plat of Miami Si BLOCK: 90 ID# : 11-3206-017-0490 TO BE COMPLETED BY ENGINEER, $TH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND S EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE LAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.39 ACRES TOTAL ESTIMATED SEWAGE FLOW: 460 GALLONS PER DAY [ RES IDENCES -TABLE I / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 975,00 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 863.00 SQFT UNOBSTRUCTED AREA REQUIRED: 863.00 SQFT BENCHMARK/REFERENCE POINT LOCAT ON: center line NE 4 Ave. 9.57' NGVD ELEVATION OF PROPOSED SYSTEM SI E 4,44 [ INCHES / FT ] [ ABOVE / riiLOql BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN B MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: NIA FT LIMITED USE: N/A FT PRIVATE: N/A FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 7 FT POTABLE WATER LINES: 12 FT SITE SUBJECT TO FREQUENT FLOODI G? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR sI FT[ MSL / NGVD ] SITE ELEVATION: 9.20 FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFTT.F. TWT;nRMArPTeW QTgW.. 7 USDA SOIL SERIES: Urban land Munsell #/Color Texture Depth 10YR 4/1 Loamy Sand 0 To 36 REFUSAL Oolitic Limestone 36 To 36 USDA SOIL SERIES: Urban land Munsell #!Color Texture Depth 10YR 4/1 Loamy Sand 0 To 37 REFUSAL Oolitic Limestone 37 To 37 OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 68 INCHES ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X ]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FORS STEM SIZING: Replacement 4-FS/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: Millan Jr., Jorge (Title:) (AGE ENGINEERING, INC.) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1300327 E101778685 72 INCHES DATE: 07/20/2017 Page 3 of 4 V 1.0.2 RECEIVED JUN 2 51018 MAP BOUNDARY TOPOGRAPHIC & TREE SURVEY1___ LEGEND ABBREVIATIONS: 4 = ARC DISTANCE AC - AIR C%DJTIOnER PAD CR - BeRCWARD ('.Q!Nir RECORDS BLDG au LDNc BN -BENCH VARY, BOB - CANIS bFBE—GS CBS - CONCRETE 3LOCF a` CALnfN C) CUL TED YY R ExArz A: M :AT.m I -a v vSurey Pros, N Inc_ 6 MILLS DRIVE SVITE 148, MIAMI, FL 33183 Tal : 305.767.8802 www.sur—y-pras.c.m ON MAP: NORTH 35.03', B 6 FIR 1/2" (50.00') NO CAP O PAYEMEYT. O ID ASPHui Fv n .. 0 9 c RI!\oIVTIAn 1 SA A111 :. '1 50. :) (50.00') mom+ t79cns c FIR%z- NO CAP 3p' Ce,, .;-P cLrcIANAY UNK FCNCE O CAnAGEEYM-T E. E E CRA4 A D pR • ES GEC C EW - DH_F.I RIco.RaE-10 IT FOLIO acFRF0N01R F N, N TO SC LL r NC ICI L ^ LL z 0 1t,l'I-I•i•,^ I•=Pi . \ P ' ERTY ADDRESS_ fcy}-, NE R1H AVENUE, MIAMI !:MORES, fL.. 13— y1' LOT 19 +OLR BLOCK 90 TIE BEAM I Q l.t' FPL P L.F.LANDSCA - EAT1 M.E. - N A%E N Y"- EASURE N'NI-OA YZ . M. D K D m C I' z i1AI f f _ S.CO' ELEV=23.E) i I1ONESTORY R' B IP H CBS OAK TREE ^ U 0=1 0' p FF=8.95 0 S—ZO N 25.00 + t28' 4 HT -35 / \\ 0 3.5 c tt 35'O O. .` _ - S o O _ 54.75 ROLCATP. CF RICAN LO ( R "IER r 4 O .. - -_-- STINT Y) AQOAKTREE 4 A0-7 4 P A S_L0' $ : APP13k d0 HT -40' 1 10CA D, A 19.) 1'AM1K (PEROWNER*`P) ONE STORY ^, iEST.MONY d A— I I CA,, TREE 4 CBS I S11 0-2.0' J RES # 10007 G a S 1 5 § 8 ,' ' c .G FF=10.90 ' 8 °C '}> Y I HT -40' 25.00' /C I. L O C ] O' 4'A OAK TRCE O E. , IIO LOT iS0=1 6 9 I J_ZO, S+ c + 9 b `r ~ A BLOCK 90 FIT-40' A+ 91 I N Q O CD LOT BL RI cD 0 YMC4 M A" NCLF vL - MLATNE>r, uN gyp) - PLAT P9 - PLAr ROp' PC -PGM- CF O An E PCP - PERMA E T CDNTFOL PRINT P -POOL loll E T PAD PG- PDX+T OFINTERSECTION PL-FLAWrER 09 O"IT FF EC.:NN N: OC PO I' Of COMMENCEMENT R PONT GF VFRSE CJRVAIRE R. LMERNANE' N REFERENCE VO ENT P PD T O TAR'GfNCY R ADM OPS"ANCE IR) = RECORD w = RIwT-D'-AAr B Res EVDENce K 5 wA'y2i A M1AIL i DSK LB'3C23 Si SUR EY PE UNE 5 SCE 'ALKCAL J3 Jtl - BOX L.A. - JTTUTY EAEEMENI AFT - Vo FENCE LEGAL DESCRIPTION_ LOTS 13, 14, 15. BLOCK 80. GF r, AS C PLAT Df PLA SNORES . PA. NO 4. ACC. TONG TO rHE PLAT TIERGOE, AS RECORDED FLAT QDDK t5. PAGE ta, OF THE PLD R-CO4D5 OF NIAMI-D.DE COUNTY FLOOD ZONE INFOR\IATION: BASED ON -:E F._YA fiSLRANC% RALE RAP OF I' FEDERAL EMERGENCY VAn AGEMENT AGENOY RF.15ED DN G9'N/OB ANO IM1OE% .iP REVISED OY C9/It/G9 TNc GNAPMCALLY DE -M BJLD NG(5) EHOAN On T 5 AP Di SIN— IS MITI ZOnE k BASE ROAD ELEVATION HIG CONI—fY NAE N YUNBER MipMLEfjC= L2O.32 MAS k PANEL NJMBER 120d6:LL192 SUFE% SURVEYOR'S NOTES: E n„NS W E HOMry EER '0 1929 NA ONAL GEODETIC E TCK D U 2 NI.` 92912. O Ai1F PT 5 ADE. TO DO;A E FCCRNGS/FDJ D 'TOWS, OR DER OVNO I TII FES LNLEES OTNER'MSE 3•ED 3. T& UDS SHDAV ESRC HAVE NOT BEEN RS RAC L E AFC% i0 MATTERS Of TERFSi B DINER PAF TES 9.M 5 E Sf EY S, 3+73 OF RAYS, RF ER A.1 IS, ETC. ON PLATTED EANEMENTS ARE 910' A, HS SLAl S PR PARED FOR AAC CERTIFIED 10 FA4 (ES) DPCAIED LEON ND 15 NOTTRANSFFR4B_ 4 ASSN NABL_ w .Y r YR'TEN CONS_rvI OF 1, LL90JND P IJV T RD TORS SC ARE STAIIPED L91 8023. 5 TFE 601: C 1111'TS S 3UEr ON THIS SURF ARE BASED ON TIE LACAL OE CRIRRCN PROVDE 6. E -LENTOR ITS REPRESENTATIVE, CE OMERS-IP S NOT 'E N EO. 8. C01'1CN5 OR D LEI IS TN9 ,1 TTy1 AP AllOR REPORT 61 SDAEDIE C -N 4 T nPl IME SG G P RTr ESl C.I AnIOUT NR PEN LONSLT' G' r NOTE THE SC NG FART (ES) • 9 3E*NG$ A CI•SHOA. RL. TO W*L•E•MERICIA•I 'HE •W-jiI ii to • RFEI 5 B A55KMf.0 A eEAR:NG DF N80 JO WE • SYMBOLS: j iELEPFOfJE RISER O = CABLE N RISER A - WATER METER X DUD ELEVA'l ON 00) ORIGINAL LOT DISTANCE A =CENTRAL ANGLE CENTER UNE 1 TIE BEAM +. E -30.25 o OAK FREEf > U \\• N LOT 14 I0=7.5 BLOCK 80 C,u A O 2r N o S= 20' 92 p HT.=2.O' + p0s iP— 2485' (50,x,) ( 50.001 (50.00') N90900'00"W 125.15'. FIR 1 /D” NO CAP Z.40 WATER VALVE CUFH .MEET F: -RE H:URANT JGHi PS,E CATCH BASIN 1, JTILITY POLE Eji - DPAN GE VANHOLE 4 SENFR MANHOL E CHAIN LINK FENCE BENCHMARK INFORMATRON: • • • NAME6'*4-P 6_•___—i7 • • • • • • • ELEVATO!(NG'D 1065 999 LOC:AJh.. NI S9T -- 46' SOJ TH•JF C/L • • LOCAPOn•'J- g AVE -- 45' N-cySi CFC • • • • • • CESCP P I::-rC NAIL AND BP 'S11, :AS 6IAN CONC CA4i BASIN • CERTIFIED TO: • • DIN silli 66 PERS IT It, I. rami Shores Village RA PD \ 7'{ DAr o OVERHEAD UC ASPH.ILT CONCRETE PAVERS TILESCOUeR 6416,10 • SURVEYOR'S CERTIFICATE: I EFCa CC41IFI THAT IHS SU E 1 UE ANC CORRECT ECCNTLT SLRVEYEC AND DRANN LIDER Mr DRECTON AND ORM BY C FLORIDA STATE BOARD CF A'MAPPEfS10 CODE PERWANT TO SECTION 472„27 FLOPIDA STATUE TO TIE E• F W'IOAEDGE AN:•5.1CF •S MEETS THE NINIKUM TECMNCAL S*.CAROi SEF• 5 IN CHAPTER 5J-17 FLOPDA A iR.An E 0<-,f JE rL it t/ • 01 19 Ik• • XB,f '7,2 r? 19' PHALT PAVEMENT w,e ,/ y e(._. C BOB:N90 00'00 l G IVO AUT'1ENTIC COPIES CF rEf15 SURVEYSHALL BEAR ? F ORIGIVAf SICNATJRE AND RAISED SEAL 0 THE NICOLAS CEL VENTO DR4 xaA Br. NICK. 9,iB' CAC flaE Bu1L'F SMEEI , 01 1 I5'RIIN PLA ATTESTNG P,E STE'RED SU .N _YOP AND IAAPPER PROFESSIONAL SURVEYOR 6: NAPPER STATE OF FLORIDA LIC It 6.945 R :ECT TO COP;iPLIAN(lc V FH ALL FEDERAL rC INP / RI LFS "4) PF;ILATIONIC' F RECEIVE ii JUN 2 5 1018 MAP OF BOUNDARY, TOPOGRAPHIC, & TREE SURVEY LBREVAT,ONB: Survey pros; ' I"TIaI-A 23 1 nc. AC - AIR CONCITIONER PAD 6 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BUD . B8OwARD COUNTY RECORDS TRI: 3(15.767.6802BLDG - BU LONG BOB - ON BASIS CIF BEAPoNOS N - CBS - -LOCKOCK h ` c) - cALCI&cuuTED OY_ MAP: rvey pr CAG CURB mANI A GUTTER COLL- JO .., t0 nsPH P ENT. O . G D DR.Vt1AGE AEy1'EnA to w - NORTH T Icl SCALE: fIK E MenT - .. Tri tv. (A • END. A 1 END. {r 9C7 ' I W`-'- N C 1/2" CAP ( 50.00') o 1( 50. R ') [] OAS .+-,. ( 50.00') '. 30 _ FCH-= L ROLE tT 9' '-'-'- _-_ FF - FPb FLC VA RP - EOUND IR I _._ O2 i ETR - IF - H IRNPP\ f v+ "; \ r/ L FFLOMODA ' r - LOT 19 TRANSFORMER P " P_ ERTY ADDRESS: pp ' E. - LANDSC ENT D'h1 BLOCK YO LY.E. - LAKE N T. • 0 NE ATH AKNUE, MIAM!'NCRES, E_ 33138 TIE BEAM 7.r Lao, (Y) - MEASURE MOOR - NfAYI-0 N 0 ELEV.23.80 o s,rr I NR - MAN ROLE LEGAL DESCRIPTION: 1A - N0 LMENT UN tAs' y B 't LOIS 13, 14, 15. BLOCK 80. OF AMENDED PLAT OF MIAMI SHORTS SECTION NO. 4. CBS ML -P Al CBS PB - PLAr BOO( ACCORDING r0 ME PLAT MEREOF, AS RECORDED IN PLAT BOOL 15, PAGE 14, OF OAK TREE` , v PC - POIN- OF cuRv<TuRE ME PUOL:C RECORDS OF WAYI-DAM COUNTY, FLORIDA. PCP - PERMANENT CONTROL POINT O ^ 0-1.0 , FF=8.95 PE - POOL EQUIPMENT PAD y f,, O t 12. r S=ZO PG- ron4T OF INTERSECTION FLOOD ZONE INFORMATION: 2D N 25.00 Q HT 3S PL - PLANTER BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY025.0' POB - PoNr OF LMNNING 5' It.! - ----- POC - POINT OF COMMENCEMENT NMaOENEF T AGENCY pE`.TSED ON 09/11/W ANp WOE% MAP RENSEO ON 09/11/09 S_ 54.75' G) PRC - POINT OF REVERSE CURVATURE THE GRAPHIC- DEPICTD BULDNG(S) SNOWN ON TN:S MAP OF SURVEY IS WTTH!N n I O PRM: REFERENCE ZONE = BASE FLOOD ELEVADON N/A COMMUNITY NAME t NUMBER MIAYLSEMLE NONURAUN „c+2 SO- LATIOFDRAINPL . PUN OF TAN(ENCT 120632 MAS $PANEL NUMBER 1201w O f OMCs R -RAD US DISTANCE m I ,s 4 O --- STI Y) N ( R) - RECORD z _ OAK TREE I R/w - acHT oF_WAvIoTT-- O LOT 8 REs - RESIOENa SURVEYOR'SNOTES: 0-1.4 o SPA BLO KiBIpB - yP 19f802i tVAllCNS 'MIEN SHEYM aEFER TO 1Y29 NATIONAL GEODETC vEFTCAL OATH S=20' q n I 411D - SEi NNL d DISK LB18023 (NGVp 1EI 8 C APPRO%. STL - SURVEY TIE WE 2 NO ATTEMPT WAS MADE TO LOCA-E FOOTINGS/FOUNDATONS, OR UNDERGROUND Bg HT40' LOCATOR - sw - sIDEwA UT! RES UNLESS OINERWSE NOTED. TANK (PER OWNER (1W) - tYRC& 3. THE LANDS SHOWN HEREON NAVE NOT MEN ABSTRACTED IN REOARDS TO ur ONE STORY 5 T ESWNONY) a UB ) UTIIIti BO% MATTERS OF INTEREST BY OTHER PARTIES. SUCH AS EASEMENTS, RIGHTS OF WAYS, m a` CBs OAK TREE CT LLE - UTILITY EASEMENT A. THIS SONS. ETC ONLY PLATTED EASEMENTS ARE SHO MD. a v 0 I th =Z.O 0 W/T -WOOD FENCE A. THIS AND IS WAS PREPARED FOR AND CERTIFIEDGNABLE TO TRE PARTY(ES) WENT OFRES # 10007: Q HERE AND i5 NOT TRANSFERABLE O4 ASSIGNABLE W11Nwr WRITTEN CONSENT OF A $ 5=20' SYMBOL$:5.SA J- -BOUNDARY UNIT INDICATORS SET ARE STANPED 01 8023. FF-10.90 90• '+ j . 2 Iv HT.-4O m - TELEPHONE RISER 6. THE BOUNDARY UNITS ESTA&JSHED ON THIS SIRRVEY ARE BASED ON THE LEG& 25. 00' FI lM O - DESORIPTION PROMOED BY THE WENT OR ITS REPRESENTATIVE. c nA/C 1: O 12.0• O - CABLE N RISER 7. ,INCE OWNERSHIP IS NOT DETERMINED. L•F ® WATER TER OAK TREE O 10.6' . I N 0.00 - ELEVA`TON B. ADDITIONS OR DV-ElGNS TO TInS ANO/CR REPORT BY SOMEONE LOT 1S OTHER THAN THE SIGNING PARTT(iE51 I 0 N NOUT WITTEN CONSENT OF 0=1.6' ys (OO) - ORIGINAL LOT DISTANCE THE y NC DARTY IES). • S=2O' f , ( a + 1p ` + M BLOCK90 A CENTRAL ANGLE 9.-E.•INCS WARE'l &AI ARE TO AN"LeE• LIMIMAN. THE gl,"IIJ 4F VE i5_C0 HT-40' J L _-_,_, i q - CENTER LINE 100TH67REET WS BWN ASyGNED A BEARING OF NMYWO O-E. • NY TIE BEAM > r " i'p - WATER VALVE BENCHMARK INFORMAI ON: • • • p C ELEVI.?1.25 OUR INLET NAvdEW1 j 1• j,`-,'`••---• • • • • • • • CT OAK TREE LOT 14 I -FIRE HYDRANT EL.EVAjO*(gNE T YS) 8.98LINh0=1.5 BLOCK90 LOCA ST -- 46' SOUTHbF CA • • W N )J t IGHT POLE • • • • • • 1 O F S=20 Q2 +yA' LOCA710 2y[Q AVE -- 25' ST OF C/L OY O T - + DES p 1iTT ``bbRR AIL PND BR WASH&t IN CONC CATCH BA`', • O O H..-40' FI 72" Q - CATCH BASIN • A. OOZY C CAP In, JTIUTY POLE • • 50.00') (50.00') DRAINAAGE MANHOLE • • 485' (50.00 _-_.-_ _ -_ L 4O ©= SEWER MANHOLE ClHRsow 4U we • • • • • f • • • F fl itL I" 4 N90'UO'00"UV 125.15' '. A ' WOOD FENCE e q FENCE • .. • CHAIN LINK FENCE • • • • • • • • • OVERHEAD UTIUTY DARE • RNii O ASPRALT CONCRETE PAVERS TILES COVER • • • • • • oeo Miami Shores Village SURVEYOR'S CERTIFICATE: M I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO TrRL A* C£ M•'KNOAtEDGC •IOC EF L',.-E pf rL•J ':L• • n% RECENTLY SLRVEYEC AND DRAWN UNDER MY DRECTON AND MEETS THE MIMMUM TECHNICAL SyNM4p4.Wit• D1119/176 t------'--'- n p D '- -- - -_. FORM BY THE FLORIDA STATE BOARD Cl SURLEYORS AND MAPPERS IN CHAPTER SY1T ROROA AO .% A - CODE PURSUANT TO SECTION 472027 FLORIDA STATUE 1•""' - CBR 17012032 960 9 19' ASPHALT PAVEMENT _ DRAWS B). NICK 9i7B I AUTHENTIC COPIES OF THIS GAD flLE: BlI/LER f---- SURVEY S-ALL EEAR THE t. NE 100TH STREET_ _..- BOB:N00°00'00 V ORIGINAL ,ALL JTH AND 5NE'fl r OF I RAISED SEAL OF THE NICOLAS DEL VENTO 75' RfN PLA ATTESTING REGISTERED PROFESSIONAL SURVEYOR 6: MAPPER SURVEYOR AND NAPPER STATE OF FLORIDA LIC. ,{ 6945 SUBJECT TO COMPLIAN W. fH ALL FEDERAL I_ _..,1rqr, cm,'N Y RULES AND REGU,'-q 'o,N;c Energy Multiservices Corp. Drop Test Certification Rc-ol' 118z- Florida 48Z Florida Building Code Fuel Gas Section 406(IFGS) Inspection, Testing and Purging 406.1 General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code, Owners Information: Permit Number:L- Name u 1Z ( 1 ' Z ..cam+ fiv . Address: 1000% ' q AVCf- City: s kk {'State: _ Contractor: License Number: Type of Installation: New: Upgrade to Existing: Description work: (Must include test details and include piping and appliances) vk L LA k-"\ c' U 1 vv'/li4j' co 'A'I MQ-" 1 System Pressure from Meter:()Y' 7 - Water Column: F • (3 • - J . C– Test Duration: ( Q) v— Qualifier) Signature 1, AA AA Print Name State of Florida County of/14id? If Hybrid system, branch pressure: o I l I1y Date Sworn to and sub be a this / 7 day ofiz; ( 20) q , by: vjPersonally K96wn () Produced Identification- Type of Identification JUAN DTRII` MY COMMISSION r , o ' EXPIRES: Sep , tuber 18, 2020o".• BondM Thn Nn;ry Public Underwnyel Office: (305) 796-2270 Email: energymultiservices@yahoo.com State Lic. # 28607 3277 NW 100 Street. Miami, FL 33147