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REV-16-458 Miami Shores Village c � � Building Department FEB 192016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ��` lIv b Tel:(305)795-2204 Fax:(305)756-8972 BY: Wy�\\ INSPECTION LINE PHONE NUMBER:(305)762-4949 i FBC 20 (� BUILDING Master Permit No.BPP-1-16-198 PERMIT APPLICATION Sub Permit No.' y ( (. Q BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF E]CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 164 N E 105 Street City Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-013-0660 Is the Building Historical j/Designated:Yes NO X Occupancy Type: res Load: Construction Type: new Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Glen Ford & Catherine Haberman Phone#:305-505-7104 Address 164 NE 105 Street City. Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/a Phone#: Email: glen.ford@btintemet.com CONTRACTOR:Company Name: Star-Lite Pool Builders, Inc. Phone#: 954-747-3377 Address: 10875 NW 52 Street# 8 City. Sunrise State: FL Zip: 33433 Qualifier Name: Michael Bixler Phone#: 954-747-3377 State Certification or Registration#: CPC 1458513 Certificate of Competency#: n/a DESIGNER:Architect/Engineer: David Faerman Phone#: 561445-1787 Address:22171 Waterside Drive City. Boca Raton State: FL Zip: 33433 Value of Work for this Permit:$ 254.00 Square/Linear Footage of Work: 108 Type of Work: 01 Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:Add 180 square feet of deck to existing deck. One row of pavers added to deck next to existing wood deck. Specify color of color thru tile: Submittal Fee$ /" Permit Fee$ l CCF$ CO/CC$ Scanning Fee$_ - Radon Fee$ DBPR Notary$ Vf Technology Fee$ Training/Education Fee$ 6 .90 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Co any's Name(if applicable) N/A Bondiriglompany's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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 inspection which occurs s en (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a r nspection fee will be charged. Signature Signature ewo-t NER or AGENT NTRACTOR The foregoing instru nt was acknowledged before me this The foregoing instrum not wwaass acknowledged before me this 0 - day of 20 110 ,by day of ( �-� ��'t-P% .20 �O ,by 04 F=Lwho is personally known to (` t�I—ig e' ,who is personally known to me ol who has produced as or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:—A& 0- pao&r Print: Print: ..... Seal: ')ALEMASKER Seal: DALE A.MASKER 1 r commission#FF 236797 Commission#FF 236797 ExOms June 6,2019 Exon June 6,2019 &kkd.+kk&bk** ' • •,` BaderOaaT faN 18 *da6kffi&*kkkkakledakkakd88c Bonded TM,t'apPetnhmiraraat10i8 *6ffibb>k*+k&k#b6 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) hY • •.• ,,�� -�/ e NOTE: ENGINEERS NOTE: p� , r- FOOL TYPE P4- ►Ort IN ACCORDANCE WITH ANSUARSP-7 2008 FOR SUCTION ENTRAPMENT AVOIDANCE,THE PIPINGENGINFROM FACTOR BUILDS • • M p�eli �C�"1 1�J� — �/ 1 1 POOL FROM PLANS AS APPROVED BY THE LOCAL BUILDINQ NON DIVING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP, EXISTING DEPARTMENT.THE E EER IS NOT RESPONSIBLE FOR POOL SIZE: 'X 28' POOL DEPTH: T TO FENCE COMCONSTRUCTION I THIE 6R0 M �pLiDOjy FROM FAILURE TO POOL PERimvlr.R:• 92 .•P•OOL�A SQ+WT.:.: ff sF `T! VOLUME:(GAI.")• '•i tJR*VE j%ATE 1 x.29 HRSS NOTe* EJCiSTING BABY BARRIER MIN. 20° FROM MISTING FENCE MUST BE MIN.48°HIRH POOL U'IPMtw 000 ••• AL!'M.LIA ZY POOL&SJUI ME W/SELF FENCE WATE CLIO SELF LATCHGATES MIN.48' ING DMCEPOOLOOL PUMP: 1 AUX.POOL PERIMETERt A - �— —- POOL FILTER: ia� .`FA TU^.� I1. T'PUMP. WA 18°SV/IMOIjT W/ I I BOOL INLETS: • • • • ••ALTO.POCTL.•JETS: CONTRASTING EDGE I ( SKIMMER: • •'AL)K•1000 6GHT:I NIA SEE DETAIL I I POOL LIGHT:C '2-E24OR LED AUX.HEATER TYPE: ^'57W SHED G I 9.80' DRAINFIELD I POOL HEATER: AUX.HEATER SIZE:� NIA 'I 61--r--- ( I POOL HEATER SIZE: N/A RAISED:= NIA _I B I I o I I CLEANING LINE:r QAC STEP(S):I WELL POINT SEE DETAIL __ -}-.__ _ —————— `——J CLEANING SYSTEM:r N/A �� BLOWER:I N/A�' '� I — I CHLORINATOR:I IN-LINE SALT TURNOVER RATE:ITS NJA SEPTIC POOL FINISH ITEMS CLEANING LINE 15'-6 ( TANK I COPING: TUMBI„E� HANDHOLDS: I�N��—�I W/VAC-LOCK I L {� � TILE; 6w" INTERIOR FINISH: ENSTALLER BETWEEN s°AND 180 BELOW Pool I SWIMOUT: SER� DECK S.F.: ( WATER NE PER F.S.C.21010 i 87i SF NOTE: LADDER: CAPPING S.F.: SEPTIC TANK AND DRAINFIELp UE4 LOCATION WAS OBTAINED FRAM HANDRAIL: NJA DECK TYPE: T1JR'I LWA SKETCH PROVIDED BY CLIENT, WAl'�R FEATURES DECK MD SKETCH FOR STATE OF FLORIDA DEPARTMENT OF HEATH AUX.POOL $ PERMIT APPLICATION *SP1 136294-E SPILLWAY SIZE: A FOUNTAIN FEATURE: IRE] LIONS HEAD: L--�L.^--J SHEER DESCENT: I NIA. SPRITZER(SPRAY HEAD: N/A FEATURE PUMP: I . N J THERAPY LETS. N[A OTHER: T NG LE E Ti QUI FEATURES ' I FIBER OPTIC SPOT(S): N A REMOTE: COLOR WHEEL.: R 10 III 14'WIDE !'-6" j C PERIMETER LIGHTS: N A GHT SWITCH: #Of COLORS: N�A III ADDITIONAL FEATURES I I ( EXISTING EXISTING jaw, POOL ENCLOSURE: FENCEIBABY BARRIER GLASS BLOCK TYPE:1 N77T WOOD WOOD III; DECK DECK EXISTING FOOTERS L.F.: �N/A , GLASS ROWS HT: , N/A iii I TO BE REMOVED UTILITY �/!Crl,p�d®�O CQ-O-DRAIN: N/A GLASS ROWS WDTH. A � G POOL: NJA #OF GLASS BLOO(S.I410190g.,j4,�� /Y L � CONSTRUCTION NOTES RESIDENCE Ft�� I ( _ _ —I-� Q• �10 F6FPG OOL ENCLOSURE (FENCE/BA}rBARRIER)SHALL MEET REQUIREMENTS LL _T�—�T_ "-� F.F.E. 10.30 -- _ "-'� `fl' IT-4a a POOL PLAN HYDRAULIC ENERAL NOTE 29. I I i h4l a SLE:l/r-ra FLOOD CREST ZONE°X° N 1 Ll5'TANNING LEDGE ` "; TOP OF POOL 9.80' 2•TRIM TILE ON STEPS ANIS BENCH. $EE DETAIL "'@' � `" BOTTOM OF • 4.80' Z' 14 pQp,{(g�,{q�ppµp�ppl,$y�,}8�/1fYpC9�RP®/�I�M@I� 2° HYDRAULIC HEAW N/A 1'-2° ""• 0°� � ALLOWANCE HYDROSTATIC VALVE m-2.0' NET HYDRAULIC HEAD ® N/A s�eamRar �°aaowawu�uerroam�wtr� LANDSCAPE III F �' '•` USE MIN. 6°THICK CONCRETE FLOOR SLAB PADS "°`°wom°""re'°°us SCREEN AS P SIZE 41 ,w� am�. op PER CODE • OP7•� '® '� '" "10Hm"'W (NOTE: PROPERTY IS LOCATE=D IN FLOOD ZONE°K°) N.T.S. norma oum2,LWI ormORmeemaim ORTOMAI . DATE DESCRIPTION BY .�°.s ®a���` Joopa, NAME: HABERMANN/GLEN FORD LOT: A 8/21/13CITY MSw POOL : "LK"�tAti''.6` ®e �. �� �`��.� ®®� 164 N.E. 105th STREET BLOCK: 121 �, Joa••ty.?,Aq�:°• ., ® \ - : �.•-". �' CITY/STATE: MIAMI SHORES,FL, m.`�i HA °a•!i"!a'•n q C� BOOK: B 4/24/15 MSw PLANS < Q-aa " " �' �'=.�,�—�� STAR-LITE POOLS BUILDERS 33138 C 10/22/15 ADD SEPTIC TANK AND DRAINFIELD MSW :®, d r 4" 10875 N.W.52nd STREET SUITE#8 IOB*: 14-3905-0S PAGE: D DAVID FAERMAN(P.E. 47646) ` " SUNRISE,FL 37351 SUBDMSION: 22171 WATERSIDE DRIVE a �D%� (954)747-3377 • ` E SOCA RATON, FL, 33428 : w DaV61 n,P.E. •� ; COUNTY: F PHONE: 561-445-17$7 sFLLICENSE 476 ® •• , 476" DATE:01/18j14 MIAMI-RADE SHEET: OF�. N a . ... . . . ENGINEERS NOTE: • • • • • • • • • i POOLTYPE "ON NOTE. ENGINEER REQUIRES CONTRACTOR BUILDS ;jj ()NS--------- �y IN ACCORDANCE NTH ANSIIAPSP-7 2008 FOR SUCTION ENTRAPMENT AVOIDANCE,THE POOL PIPING FROM PLANS AS APPROVED BY THE LOCAL BUILDING NON DIVI N G HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POCK.PUMP. EXISTING CONSTRUCTION THE ENGINEER IS NOT RESPONSIBLE FOR POOL SIZE: 1 'X 28' POOL DEPTH: 3'TO S CONSTRUCTION ERRORS RESULTING FROM FAILURE TO FENCE COMPLY WITH THIS RECOMMENDATION. POOL PERIMF•TER•• 92 POOL AREA SQ.FT.: 416 SF VOWME:(GA•Y1.OS1Si •i •TL+V�*RATE 3.29 HRS � NOTE: BE MIN. " • • • •: AtDCYLI.I�RY POOL EQUIPMENT EXISTING BABY BARRIER MIN. 20" FROM EXISTING ATEE..S MIIN.448-MUST GH W/SELF HIGH POOL EQUI'HP ... .. °OLS FENCE WATE CLOSING SELF LATCHING DEVICE POOL PUMP: - AUX.POOL PERIMETER: A $� TN' " HYDRAULIC UPLIFT COMPUTATIONS POOL FILTER: 1$451;CART. AUXILLIARY PUMP: N/A 18" SWIMOUT W/ FLOOD CREST ELV. FOR AREA= FLOOD ZONE"X" POOL INLETS: • •• • ; DvX.POOL JETS: N/A CONTRASTING EDGE TOP OF POOL ELV. - 9.80' SKIMMER: • K • • • • •ALX.POOL••LIGHT:`— N/A -I SEE DETAIL BOTTOM OF POOL ELV. = 4.80' POOL LIGHT: 2-COLOR LED AUX HEX-&R TYPE: N/A—I EXISTINGX HYDRAULIC HEAD = N/A SHED ALLOWANCE HYDROSTATIC VALVE _-2.0' POOL HEATER: N/A AUX.HEATER SIZE: WA `I �- NET HYDRAULIC HEAD = N/A �"-'�Jq—� RAISED:r— N/A-► B POOL HEATER SIZE: USE MIN. 6" THICK CONCRETE FLOOR STAB CLEANING LINE: YAC _I STEP(S): N/A o WELL POINT (NOTE: PROPERTY IS LOCATED IN FLOOD ZONE"X") CLEANING SYSTEM: NJA —I BLOWER:r N/A SEE DETAIL CHLORINATOR: IN-UNE SALT TURNOVER RATE: N/A�� POOL FINISH ITEMS CLEANING LINE !4'-6" COPING: TUMBLED MARBLE HANDHOLDS: A W/VAC-LOCK I TILE: 6" �I INTERIOR FINISH: FL GEM -I INSTALLED BETWEEN 6"AND 18-BELOW POOL I = ___--___–_ SWIMOUT: DECK S.F.: 871 WATER LINE PER F.B.C.2010 i `� LADDER; —N/q CAPPING S.F.: N/A ~1 EXISTING I� HANDRAIL: /A DECK TiTUMBLED MARBLES ------ WOOD ^' gam. i DECK � B �I WATER FEATURES I MD TO BE REMOVED SPILLWAY SIZE: FOUNTAIN FEATURE: FN/A N A I 4' LIONS HEAD: N/A SHEER DESCENT: NiA �} I i io 10'-6 SPRITZER/SPRAY HEAD: N/A FEATURE PUMP: N A N co THERAPY JETS: NIA -1 OTHER: TANNING LEDGE—� (t INNER I EEM,RES= III FIBER OPTIC SPOT(S): FN/A REMOTE: N/A_ COLOR WHEEL: 1-2" I 2 !4'WIDE 10'-6 j B PERIMETER LIGHTS: N A GHT SWITCH: YES #OF COLORS: N/A Ii I ADDITIONAL FEATURES EXISTING N EXISTING POOL ENCLOSURE: FE BABY BARRIER GLASS BLOCK TYPE: N/A b I ; WOOD o WOOD lu DECK '-1 DECK EXISTING FOOTERS L.F.: N/AGLASS ROWS HT:I— WA ® ) a I I TO BE REMOVE C.B.S. DECO-O-DRAIN: N/A GLASS ROWS WDTH. NIA�� �Y I + I G UTILITY PILING POOL: N/A—I #OF GLASS BLOCKS. N/A lip I 14'-6" - 1 CONSTRUCTION NOTES 1 ITz FE 19 2016 � ._.. 1. POOL ENCLOSURE(FENCE/BABY BARRIER)SHALL MEET REQUIREMENTS rs — — - I OF GENERAL NOTE 29. v IiwirAT�a of�aaeom: BY�evruIOFIME+ aRv a,TM CONTRA AND 2.TRIM TILE ON STEPS AND BENCH. I 5'TANNING LEDGE naarowl A�Acc�rTHEFou c: it. W da w SEE DETAIL RESIDENCE 1)THE DOER NOT REM101 IMDRA6VB��D 1AN�'a�THE �'S OR�airs R1AM TO THE MM AND/I SM �s U' O �j 7d 2 14 2" F.F.E. 10.30' t)ng CONlRill Ili MMR yCMVL NE+NIIH SMACK& _ z W 1'-2" 3)exaNEsc is NOr RESPomm FOIL AND HAS No um m FOR COP6rRWnm u Q POOL PLAN Cs_ z � � Q III m ,WNTRALTOR sPa OR HOR�DWNER aErs pq. Q 0 sCN.E:ur-1'T car SHOM ON TM PIANS. 6 • U�NUSr A+?E III F PADS a$L$m l I r °)HEKNOWUMnae KAM Fon CODE 00001sANce TO TM SIEST Or 5s:RwE►d AS SIZE `��`� Ff�E�y d yam sI RegAlil ESS OF THE CAUSE,THE ENc,•AM-S ISAsom IN RELATION TO TIS -PER CODE N.T.S. ® °...°e m j Plans s uMilEa rO Twe LESsoR a= ar&F�cs1ARc,4o FOR n+e tKANb. • NAME: HABERMANN/GLEN FORD LOT: Pool �: , 164 N.E. 105th STREET BLOCK: 121 NG DECICCIIiAll DATE DESCRIPTION BY L;`#:�: ,�: \�" `�'F � m: /� TI 7/25/14 MS " , '` " N 0. 646 : CITY/STATE: MIAMI SHORES,FL, ;.,.,K.., .,,.:,r B 8,16/14 MSV PLANS t,�$s� STAR-LITE POOLS BUILDERS 33138 BOOK' `. • 10875 N.W.52nd STREET SUITE#8 JOB*: 14-3905-05 PAGE: DAVID FAERMAN (P.E.47646) s ; SUNRISE, 33351 SUBDIVISION: e �. � � (954)747--3377 D 22171 WATERSIDE DRIVE ®T'. 40 46 -`- E BOCA RATON, FL 33428 ®m�s.'Dav ►P° DATE:O1/18/14 COUNTY: TSHEET:10F 4. PHONE: 561-445-1787 ;" S/Q MIAMI-DADS • c MAP OF BOUNDARY SURVEY LEGEND • • • . . . •,. . A$BREV/ATIONS: i i •i• i i � • • A =ARC DISTANCE AIC=AIR CONDITIONER PAD CBtiMTE OF AUTIMIMMON I LB-7104 BLDG-�COU � DS s}aa�cz seyln� 8t mapping. inc. SM-BENCHMARK •13194 6W 19 t 8 rX iwite•f0• Miami, Florida 33196 BOB=BASISOFSEARINGS •• 'rel:••Oel%*.1791 F1V!•305.596.1886 _ aA. CONCRETE BLOCK&STUCCO (C) = (c>=CALCULATED ••• • w • y i n g.c o m C n =CHORD � t;=CATH BASIN CHB-CHORD BEARING PLATIMAGE. NOT TO SCALE x C%G=CURB&GUTTER •• • • • •• ••• •• CLF=CHAIN LINK FENCE • • • • • • • • NORTH «; NC-CONCRETE . .. . . . • • .. SCALE: 1"=20' • • • • •• • • . DE-DRAINAGE EASEMENT • • • • ST�!!i� ?e �+ 0=` DME-DRAINAGE&MAINTENANCE EASEMENT • • -T t O T f OM a� N ��". � s c` "'•. EB==ELECTRIC BOX ENC.-ENCROACHMENT FIR 1/2' EW-EDGE OF WATER x a n •a• a Q »° NO/D FDH;,FOUND DRILL HOLE - - - ' FF=FINISHED FLOOR ELEVATION I04 S T R 1£.E T. y. 135.00' BLOCK •:.,`r. , «•.x. ,. °4 . c,' .,. ... ��.�•; 't. FlP=FOUND IRON PIPE a fat x�1;'e. .."FI'. ,•'+eo�n•`.y„ i``= 2:a:,r'•!< • I �.•a +t• ' `, ,'�{M.� N,a 9 7 ' {li N "¢,•• ;• F1R=FOUND IRON WSJ. a t a s a a. $+y I •.�x 5' WK . •4� N 90-00'00" E 100 00 ' .. :: :::: ,ax,'. ��1:< •a• .t 15 00' CORNER (No ) K j ] ,,,+ FN=FOUND NAIL II FND=FOUND NAIL&DISK q e „ r • .° a w q m m n FIP 314' 0 (50.00') (50.00') ° LE=flLANDSCAAPE EASEMDA POWER&ENTLIGTRANSFORMER PAD w NO ID LOT 7 LOT 6 LME=LAKE MAINTENANCE EASEMENT MEASURED BLOCK 121 BLOCK 121 I LU t DCR-MIAMI-RADE COUNTY RECORDS MH-MANHOLE PROPERTYADDRESS: ML-MONUMENT LINE 164 NE 105TH STREET, MIAMI SHORES, FLORIDA 33138 018=OFF-SET (P)=PLAT LEGAL DESCRIPTION: PS=PLAT BOOK LOTS 6 & 7, BLOCK 121, OF MIAMI SHORES SECTION FIVE, ACCORDING TO THE W PC=POINT OF CURVATURE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC POP=PERMANENT CONTROL POINT RECORDS OF MIAMI-RADE COUNTY, FLORIDA PE-POOL EQUIPMENT PAD _ PG=PAGE FLOOD ZONE INFORMATION: y. PI =POINT OF INTERSECTION BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY n 28' v P POB:POPNTOFBEGINNING MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 0.15 1200 N POD POINT OF COMMENCEMENT 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF 1. ' 13 PRC=POINT OF REVERSE CURVATURE SURVEY IS WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NAME & 7.3 1.4 14.4' 13.9' 14,8' PRM-PERMANENT REFERENCE MONUMENT NUMBER MIAMI SHORES 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX L • ° I PT=POINT OF TANGENCY R =RADIUS DISTANCE SURVEYORS NOTES. 0.15' ti 0�=RECORD 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL LOT 8 < ` r �7% r - R1W-RIGHT OF WAY DATUM (NGVD 1929). s RES.=RESIDENCE 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR CV SIP'SET IRON PIPE UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. BLOCK 121Lr) 11.7 +,b 11.7 SND=SET NAIL&DISK{PK) 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO M 32.8' L ai STL=SURVEYTIELIKE MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENIS, RIGHTS OF N O SWK-SIDEWALK WAYS, RESERVATIONS, ETC. ONLY PLAITED EASEMENTS ARE SHOWN. r- v "P)-rn' 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) US-UTILITY BOX ❑ ONE STORY w aTg UE=UTILITY EASEMENT INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. ? FENCE 5. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE r► C85• ? ® W�=WAD SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. C) RES. # 164 O o SYMBOLS. 6. THIS IS A SURVEY OF A RESIDENTIAL PROPERTY, THE STANDARD ACCURACY N J FOR THE CONTROLLING DATA (BOUNDARY, CENTER, TRAVERSE, AND SURVEY TIE =CENTERLINE © =TELEPHONE RISER LINES) FOR THIS TYPE OF SURVEY AND ITS EXPECTED USE (SUBURBAN) IS YM ® =CABLE TV RISER 1 FOOT IN 7,500 FEET, THIS SURVEY EXCEEDS THAT STANDARD. 13,3' 7 ' =WATER VALVE ® =WATER METER 7. IMPROVEMENTS SHOWN HAVE BEEN MEASURED TO THE NEAREST 10TH OF A O 15.9' X0.00 =ELEVATION FOOT. TIES SHOWN HAVE BEEN MEASURED TO THE NEAREST 100TH OF A FOOT. O 12.00' ° 32.8' ch ° -CURB INLET ( =ORIGINAL LOT DISTANCE 8. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB#7104. ri ch '�i' - a_ -- 9. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE (n 1.5'0 •�'; - 13.8' f_ =FIRE HYDRANT A =CENTRAL ANGLE LEGAL DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTATIVE. r-� /, _ �� 10. FENCE OWNERSHIP NOT DETERMINED. t° q ^ =LIGHT POLE �D -DRAINAGE MANHOLE 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN, THE CENTERLINE OF 3.5' 93. n DECK �y =CATCH BASIN QS =SEWER MANHOLE NE 105TH STREET HAS BEEN ASSIGNED A BEARING OF N 9000'00' E 12. TYPE OF SURVEY: BOUNDARY x' ---o--- =IRON FENCE -.12.6' 4.0' JO 2.0' I LI =WOOD FENCE w q 10.9'" 4.0' G. _ •- =CHAIN LINK FENCE =OVERHEAD UTILITY WIRE SEPTIC TANK AND DRAINFIELD (LOCATION WAS OBTAINED FROM 'O SURFACES SKETCH PROVIDED BY CLIENT, 3KETC OR STATE OF FLORIDA DEPARTMENT OF HEATH CERTIFIED TO: PERMIT APPLICATION No.X1138284-E) 13.6' � � .rr'd GLEN FORD AND CATHERINE HABERMANN I ASPHALT CO CRETE PAVERS J `r 10.0 M 46.96' Ld} sL i L REVISION(S): 0.10' I I n CBS ADDITION OF SEPTIC TANK ONLY, NO FIELD WORK 6/22/15 DRAINFIELD o BUILDING x'12' " 111.ES WOOD COVER FIR 5/8" °' - - 14.2' :7.2~ SURVEYOR'S CER77FICA7E: NO ID 20• • (50.00') a 3.4! ® 50.00' a I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND DATE OF SURVEY: BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL 03/19/2015 ° .• k STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER JOB # 150321216 , ' °&a # 6 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. f fi 1 I FILE C-15817 .�r�' $ a c. J_ _, i;„�f�a' x'r �t•u. .0"' " ;j ItallysignedbyJun Digitally signed MJuanASuarez l u a n A. PROJECT NAME. AUTHENTIC COPIES OF THIS A Suarez ON cn Juan a Suarez�suarez d'N C3 CO I DN:cn=Juan A.yin Surveying&MapiAng,ou=PSM 0 0 -JI SURVEY SHALL BEAR THE o=Suarez Surveying& vz2o, SURVEYS 2015 _ ORIGINAL SIGNATURE AND Juan A. CAD FILE M FORD RAISED SEAL OF THE Mapping,ou=PSM ^,�,,,,A Sld/A[tl€Z CO ( ) ATTESTING REGISTERED 6220' p ,I.SUR €9�M7>LF�E '0°' SHEET 1 OF 1 SURVEYOR AND MAPPER Suarez email=suarersurveying STATE OF FLORIDA LIC.#6220 @gmail.com,c=US 11:38:07-04'00'