The URL can be used to link to this page

2021 VELA NORTE CIR RESO23-0004 revision 2-10-23 ON T OR INFMAI Revision Request/Correction to Comments HIGHLIGHTED**ALLLL INFORMATION Il ,r� City of Atlantic Beach Building Department GRAY IS REQUIRED. � 800 Seminole Rd, Atlantic Beach, FL 32233 � y Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: .ESO 23 -i 0`{ ❑ Revision to Issued Permit OR Kt Corrections to Comments Date: ��L ?, .202,3 Project Address: Lc & r-te CL. 3 �a.3 3 Contractor/Contact Name: t too kS Contact Phone: 9011- 796-b-7/a y a 13 Email: N1 a>1d i. Ea.,- wdr @ gmct„;"- Cow\ Description of Proposed Revision/Corrections: Cuf,r42.—&+ 5 c�fve rto( SAN aoa3 15 a-# - N AaroISCao;IV ,ola✓i (ccifa-clied) Sows c21 SS o� Aeu, t, oerv,oVS €R- I Sfe , / c/ / affirm the revision/correction to comments is inclusive of the proposed changes. leer(printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? NINo ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 4.-L7-40,-A-- (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 A •EXACTA 2301.0288 BOUNDARY SURVEY ,,e•„y ADT 51 . DUVAL COUNTY A"o,i cOR LOT 52 Land Surveyors,LLC h w.weaxam ctalard.coI office:866.73519161 fax:8667442982 t] ° f I 7 Il2'flf 1 NO In C • - ""-'a rom I/2.fir tT l ° / pJrT. 00 { I w'Yo Q 25 0 LOT 52 0 67 0 24 w SIRG \, 5 • l:2 rrc N8P55-,i7E 181.46'(M) I2•ler •PROPERTY ADDRESS: I I I O Ls,. N 87°55'32'E 181.46'(P) sl8c/ Roto 2021 VELA NORTE CIRCLE,ATLANTIC BEACH,FLORIDA 32233 I 51rcc /] 2-, 111 O3----"72L- la oc IN•nR SURVEY NUMBER:2301.0286 I ,5.ta wc,o0 0l0 � � 52.5' b77 7.12'W p u 2'9 DATE SIGNED:01/12/23 !FIELD WORK DATE:1/11/2023 h I40 3.1'A 8 O CON:.DM' N "1 6 O / REVISION DATEIS): W I I I' '� (REV1 1/12/2023)(REV1 1/12/2023) U (' N 19 a' `t. 1 STY. .f - o~ 2. - / 6 0$ o POINTS OF INTEREST y U I it RES 1!2021u o A, 1.CONCRETE DRIVEWAY OVER 10'JEA-E. 2.ROCK WALK OVER 10' P t� W 11.3 �n LOT 53 . 5 0 3 r^� DRAINAGE EASEMENT 3.6'WF OVER 10'DRAINAGE EASEMENT !.AIR �,; ti $ b r1• 0315 AC.t « /� o ^ti CONDITIONER OVER 10'DRAINAGE EASEMENT 5.WOOD OVER 10' n H I a DRAINAGE EASEMENT 4 3 3 O I �I ;yso / a h v: 9-= „,,nP Z 1 3.a 11.7 4 m 3t 53 I I a J'.,' CO 19 y SURVEYORS CERTIFICATE Z Z �i I , 72 0 \\\\1\111111111111111//I/T2 D C I hereby certify that this Survey of the I v. 1 _ , �1•� \\pN J.S yY,y vz'v lands described hereon was made cuc o °y�/ N R c��`''. under my direct supervisio and to I S88°5537"W 155.97(P) p vrrisc e L50,5465 9 x >A76132 11. the best of my knowledge and belief I ly oae S 88/2'nrc °5537'W 155.97(M) '5 o as s o is a true and accurate representation I wm o.e2 w o («-4-.•-......,,/1i i.e,,-"= of said lands and meets the Standards A W_= of Practice set forth in Chapter 5J- 15.0 J- LOT 54 STATE 4 15.050 through 5J-15.053,Florida 's O 4 ,;'''' . FLORIl'41,1,4"1 Administrative Code,pursuant to c section 472.027,Florida Statutes. if/ UR - '�ivN4L 5 VENO This survey isnot valid without the nr1rn1111iiii66 o\\� signature and original raised seal of a U RAYMOND J.SCHAEFER Florida licensed surveyor and mapper, soaearrnoa,,,re,s,o,al,„,.,,.wa"a4+sl,cer except when the electronic signature L.cen.,..61;3 and seal of a Florida licensed surveyor GI G2 G3 Exacta Lana Surveyor.LLC I Let 6391 and mapper Is affixed hereto. R= 1375.00'(P&M) R= 1375.001P8M) R= 1375.00(P8M) L= 8(1017)80.011M) L= 18.00(P)17.781M) 1= 78.30(P)78.461M) A. 9.2000(P)3°20'00(M) 4= E4507(P)0'44'271M) 4= 3.15'591P)V16'101M) N 1°01'43'W,8000'(P) N 4°16'40 E,18.00(P) N 2°16'18°E,78.38'(P) A I/z'Lnrc N 1°01'43'W 80.00'(N) N 345' ° 10'E 17.70(M) N 2'24'10'E 78.40(M) LOT 55 •EXACTA �L°;� DT 51 G4 C-5 R= 165.R= 1375.00'(P8M) 00'(P88Q LINE TABLE: Exacta Land Surveyors,LLC ,� L= 26.9T(P)26.9T(M) L= 27.89(P)27.841M) T Lard Surveyors.LLc a/8191 LI N 3°19'10'W 24.99'(P) 0.866.735.79161 f:866.744.2882 (Sc 1°07'26°(P)1'oT20(M) De 9°41'09'(P)9°40'onni) N 3.38'09°W 25.05'M SURVEYOR'S NOTES: la'fmc ( ) 30 0 /5 30 3846 Pan dme Boulevard,Jacksonville.FL 32210 FENCE OWNERSHIP NOT DETERMINED. tb 1045 N 3°15'27°W W.26.97'(P) N 8°39'46°W,27.80(P) L2 S 1059'10 W 17.00'(P) D.E.-DRAINAGE EASEMENT ®r r. N 3°1527°W.26.9T(M) N 8°50'13°W,27.81154) S 105910 W 17.00(M) aa�mi amm mar_ J.E.A-E.-JACKSON VILLE ELECTRIC AUTHORITH EASEMENT GRAPHIC SCALE(In Feet) Florida Land AFFILIATE !inch=3D ft. - Title Association MEMBERS SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION PAGE 1 OF 2-NOT VALID WITHOUT ALL PAGES PROPERTY ADDRESS: GENERAL SURVEYORS NOTES: SURVEYORS LEGEND: 2021 VELA NORTE CIRCLE,ATLANTIC BEACH,FLORIDA 32233 1. The Legal Description used to perform this survey was supplied by others.This surveyLJnETVPEs ABBREVIATIONS FIP-FoundlronPipe Surveyor SURVEY NUMBER:2301.0288 does not determine nor imply ownership of the lands or any fences shown hereon. - - - - (cl-Calculated FIPC-FoundlronPipe&Cap PIT-Planter Unless the Title Commitment Number is referenced on this survey,an examination of Boundary une IDI-Deed FIR-Found Iron Rod POB-Point of Beginning CERTIFIED TO: Y, - - STEPHENHERTELANDKEELYHERTEL the abstract of title was NOT performed by the signing surveyor to determine which I--'_i Center Line IFI-Field FIRC-Found Iron Rod&Cap POC-Point of instruments,if any,are affecting this property. Chain Link or wire IMI-Measured FN-Found Nail Commencement (y_—_ Fence (PI-Plat FN&D-Found Nail&Disc PRC-Point of Reverse 2. The purpose of this surveyis to establish the boundaryof the lands described bythe legal "'"• Curvature P P 9Easement IRI-Record FRRSPK-Found Rail Road description provided and to depict the visible improvements thereon for a pending financial -"—'ISI-Survey Spike PRM-Permanent Reference IEdge of Water GAR-Garage Monument transaction.Underground footings,utilities,or other service lines,including roof eave ---------A/C-Air ConditioningPSM-Professional Surveyor& DATE SIGNED:01/12/23 overhangs were not located as part of this survey.Unless specifically stated otherwise the skon._.Fen....__ce _ GM-Gas Meter AE-Access Easement Mapper purpose and intent of this survey is not for any construction activities or future planning. —"—IOverhead Lines_ ARE-Anchor Easement ID-Identification pT-Point of Tangency BUYER:STEPHEN HERTEL AND Keely Hertel Structure ASBL-Accessory setback Line IE/EE-Ingress/Egress PUE-Public Utility Easement 3. If there is a septic tank or drain field shown on this survey,the location depicted hereon was _.__ Easement B/W-B0 oxwrindow R-Radius or Radial LENDER: either shown to the surveyor by a third party or it was estimated by visual above ground - survey Tie Line ILL-Illegible BC-Block Corner R/W-Right of Way inspection.No excavation was performed to determine its location. • ••Vinyl FenceINST-Instrument BFP-Backflow Preventer RES-Residential TITLE COMPANY: TT --_- INT-Intersection 4. This survey is exclusively for a pending financial transaction and only to be used by the parties to —'wall or Parry wan BLDG-Building ROE-Range I 8LK-Block IRRE-Irrigation Easement COMMITMENT DATE:NOT REVIEWED I CLIENT FILE NO: whom it is certified. �---- ROE-Rod Overhang Fence L-Length BM-Benchmark Easement LEGAL DESCRIPTION: TYPES LAE-Limned Access Easement oN: 5. Alterations to this survey map and report by other than the signing surveyor are prohibited. BR-Bearing Reference RP-Radius Point LOT 53, SELVA NORTE'UNR ONE,ACCORDING TO THE PLAT THEREOF, , Aspnah BRL-Buildin L811-License No.(Business) 5/W-Sidewalk AS RECORDED IN PLAT BOOK 39,PAGE 94,94A AND 948,OF THE 6. Dimensions are in feet and decimals thereof. _ 9 Restriction Line LBE-Limited Buffer Easement If PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. a Bnck or Tile BSMT-Basement SBL-Setback Line 7. Any FEMA flood zone data contained on this survey is for informational purposes only. 1- e-curve LE-Landscape Easement sa-surveyoo:ureune Research to obtain said data was performed at www.fema.gov and may not reflect the most • •`,Concrete LME-Lake/Landscape recent information. C/L-Center Line SCR-Sween µCovered Area Maintenance Easement C/P-Covered Porch (Surveyor) SEC-Section ''''.;;-:-.;-';'.-Water LSILNLicense No. 8. Unless otherwise noted"SIRC"indicates a Set Iron Rebar with a Cap stamped LB#8291,aC/S-Concrete slab SEP-Septic rank '2)2,-;' MB-Map Book minimum half inch in diameter and eighteen inches long. ; ,,,,,,,,i CATV-Cable TV Riser ME-Maintenance Easement SEW-Sewer CB-Concrete Block SIRC-Set Iron Rod&Cap 9. If you are reading this survey in an electronic format,the information contained on this SYMBOLS MES-Mitered End Section --..CH Chord Bearing SMWE Storm Water document is onlyvalid if this document is electronicallysigned as specified in Chapter Benchmark MF-Metal Fence Management 9 p p CHIM-Chimney gement Easement enter Line CLF-Chain Link Fence MH-Manhole SJ17.062(3)of the FloridaFor da Administrative Code and Floridaora Statute 472.025.The Electronic 4SNaO-Set Nail and Disc MHWL-Mean High Water Line Signature File related to this document is prominently displayed on the invoice for this survey - SOFT-square Feet 'Central Angle or CME-Canal Maintenance NR_Non-Radial which is sent under separate cover.Manually signed and sealed logs of all survey signature I A _.Delta Easement STL-Survey Tie Line I- CO-Clean Out NTS-Not to Scale STY-Story files are kept in the office of the performing surveyor. I. CommonC ership NC NAVDBB-North American 10.The symbols reflected in the legend and on this survey may have been enlarged or ' A Control Point Vertical Datum 1988 COR sv-sew ewalk Comm SWE-Sidewalkve Easement reduced for clarity.The symbols have beenplotted at the approximate center of the field NGVD29-National Geodetic Y PP ® Catch CS/W-Concrete sidewalk Vertical Datum 1929 IBM-Temporary Bench Mark location and may not represent the actual shape or size of the feature. :4_0 Elevation CUE-control UtilityEasementTEL-Telepnone Facilities OG-On Ground 11. Points of Interest(POI's)are select above-ground improvements,which may appear in r v-`Fire Hydrant CVG Concrete Valley Gutter ORB-Official Records Book TOB-Top of Bank conflict with boundary,building setback or easement lines,as defined by the parameters D/W-Driveway ORV-Official Record Volume TUE-Technological Utility t Find or Set DE-Drains Easement Easement of this survey.These POI's may not represent all items of interest to the viewer.There may I W Monument Drainage O/A-Overall be additional POI's which are not shown or called-out as POI's,or which are otherwise uy. o DF-Drain Field o/5-offset TWP-Township Guywireor Anchor TX-Transformer unknown to the surveyor. i - DH Drill Hole OFF-Outside Subject 1O Manhole DUE-Drainage&Utility Property TYP-Typical - 12. Utilities shown on the subject property may or may not indicate the existence of recorded I e Tree Easement OH-Overhang UE-Utility Easement or unrecorded j- ELEV-Elevation OHL-Overhead Utility Lines UG-Underground Unlay or Light Pole utility easements. i ©--WHI EM-Electric Meter OHWL-Ordinary High Water UP-Utility Pole 13. The information contained on this survey has been performed exclusively by and is the sole ENOL-Enclosure Line uR-unary Riser ENT-Entrance ON-Inside Subject Property VF-Vinyl Fence responsibility of Exacta Land Surveyors,LLC.Additional logos or references to third party firms EOP-Edge or Pavement P/E-Pool Equipment w/c-wanes:Corner are for informational purposes only. EOW-Edge of Water PB-Plat Book W/F-WaterFilter FLOOD ZONE INFORMATION: 14. Pursuant to F.S.558.0035,an individual employee or agent may not be held individually ESMT-Easement PC-Point of Curvature WF-Wood Fence BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNIOPALITV EUB-Electric Utility Box PCC-Point of Compound WM-Water Meter/Valve Box OR-SHADEWVVW.FEMGOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE liable for negligence. X,x-SHADED.THIS PROPERTY WAS FOUND IN CITY OF ATLANTIC BEACH, F/DH-Found Drill Hole Curvature WV-Water valve15. Due to varying construction standards,buildingdimensions area approximate and are not PCP-Permanent Control Point COMMUNITY NUMBER 120075,PANEL NUMBER 0407 DATED 11/02/2018. rY 9 pp FCM-Found Concrete intended to be used for new construction or planning. Monument PI-Point of Intersection FF-Finished Floor PLS-Professional Land JOB SPECIFIC SURVEYOR NOTES: CERTS REVISED 01/12/2023.THE BEARING REFERENCE OF NORTH 0 DEGREES 58 MINUTES 53 SECONDS WEST IS BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF VELA NORTE CIRCLE,LOCATED WITHIN SELVA NORTE'UNIT tAXACTA ONE ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 39,PAGE 94,94A AND 94B OF THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. . u a..n.rawd tio:r-bear LLC ,d Surveyors. oxm ns196 re66T.i mai 3846&ana„y x uulevard.1aAsormlle.,32230 SEE PAGE 1 OF 2 FOR MAP OF PROPERTY PAGE 2 OF 2-NOT VALID WITHOUT ALL PAGES 0 2 1g Papyrus Permeability Lot 13,497 s.f. 0 11 3g Arboricola Trinette 45% 6,074 s.f. Current 3,934 s.f. Current % 29.2 3 3g Azalea Fashion Proposed 4,145 s.f. Proposed % 30.7 9 3g Firebush Dwarf(11:) 1 1"Brown River Rock&Weed Mat i 145 s.f. * stat Edging 15 3g Foxtail Fern 321.f. 1"Brown River Rock& sed Mat j 18 s.f. —Metal Edging 4 201.f. 1 7g Cardboard Palm it —— 5 7g Cordyline Black Magic 1"Brown River Rock&Weed Mat 1 9' Double Roebelenii Palm I 17 s c ! 3g Arboricola Trinette(8) { 3g Firebush A. i 7g Cordyline Black Magic(2) Cr- ` Dwarf(9) >�, UDouble Roebelenii Palm(1) ��— ■ 1 Papyrus 2 2 30gQueen Palm � `# �✓_ * g Py O Clean Out&Lay Pfnestraw �� 11,,,,,,,- -. / 2,025 s.f. 11"Brown River Rock&Weed Mat(55 s.f.) 3q Foxtail Fern(8 ILI`{'!' r'N'Plc. n Metal Edging(32 1.f.) „shim Stratagrid F #., ,_n� , �`" __� �•�„� 3g Foxtail Fern(7) _ I 1 Large 35*VLO wet Walkway&Pati.j ' * �' Paver Patio A g i 105 Lf./335 s.f.IL; Of - , ;� 18s , 1-Course Retaining Buried to .t 0 1-Course Retaining Wall ,11 Ramp Up Approaching House •`'•..a 6 I.f./3 s.f. 30 Lf./15 s.f. �..i ii step �� 1 � tTif 6 If./3 s.f. 5 Large 60* VLO 3g Azalea Fashion(3 , * 7g Cardboard Palm(1) a \ St Aug Sod Il11 - 3g Arboricola Trinette(3) 1,170 s.f. f . L'" � )tib 7g Cordyline Black Magic(3) r 30. rueen Palm 2 2 Small 35*VLO t<r e.,.,. .t�- Cill '. ``'I ti- � 1"Brown River Rock&Weed Mat(8 s.f.) ' / y \'; Metal Edging(10 Lf.) Clean Out,Trim Palmetto to Corner of House&Lay Pinestraw Clean Out&Lay Pinestraw ' 412 s.f. �� ,� 290 s.f. � 1 Small 60* VLO Q'' — ` /' 1 / Scale: 1/20"= 1 ft CLIENT NAME Keely&Steve Hertel Version Tracker Approval ADDRESS: 2021 Vela Norte Or. Landscape Version Date I/we(the undersigned)have reviewed this plan and approve it as correct within reasonable tolerance.Any changes to the996-0712 CITY: Atlantic Beach Orig 11/22/22Page 1 STATE/PROVINCE. Florida Planting Rev 1 12/20/22 design must be completed before Earth Works breaks ground on the project. I/we understand that any changes made after C pTu 12501 Beach Blvd. approving design will result in a change order,that typically LMII (7 www.earthworks�ax.com ZIP POSTAL CODE: 32233 Rev 2 01/10/23 DESIGNER NAME: Jarred Taylor Plan Rev 3 02/03/23 delays the project and/or results in additional cost. WORKS X