HomeMy WebLinkAboutProject Information 4
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Nickolaos Kapsis<oickykapz@gmail-com>
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FDEP ERP Self-Certification Receipt
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1 message
no-reply@dep.state.fl.us<no-reply@dep.state.f[.us> Fri!Sep 22,2017 at 2:47 PM
To: nickykapz@gmaii.com
Cc: ROBERT.B.BARRON@usace.army.mil, ERP.SELFCERTS@dep.state.fl.us,
NMFS.SER.PROGRAMMATICREVIEW@noaa.gov,FDEP-SP@usace.army.mil
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DEP Logo Florida Department of I Rick Scott
Governor
P7 Environmental Protection
ST.LUCTE COtTNTY BtMPLNG'_VT_MI!XN
REVIEWED FOR C IAi 4 Carlos Lopez-Cantera
REViE",MD Bob Martinez Center
DATE. Lt. Governor
PLAN$AND E-M T MUST BE KEPT ON jOB 2600 Blair Stone Road i
OR NO INSPECTION WLL BE MADE. Tallahassee, Florida 32399-2400
Noah Valenstein
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Secretary
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Receipt for Submission
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY QWMC UIONS
REQUIRED BY FIELD INSPECTORS THAT I MIRI'SuTrE CUM.
•.
MAY 13E NECESSARY IN ORDER TO SELF CERTCATION FOR
COMPLY WITH ALL APPLICABLE C95P OJECT AT A PR VA EI SINGLE FAMILY RESIDENCE �FRONT
SIDES
C14R SIDES
09/22/2017 .
I REAR
Self Certification File No.:0367593001EE I Zf`G
File Name: 151 ne naranja ave Port Saint Lucie,FL 34952
-Self-Certification Modify With Boat Lift(General) I TEC L4 1
Dear Nickolaos V.Kapsis:On,0912212017,you used the Florida Department of Environmental Protection's electronic
Self Certification Process to certify compliance with the terms and conditions of the Federal State Programmatic
General Permit(SPGP)Self Certification Process for a project at private,single-family residence located at:
LAT-Degrees:_27 Minutes: 19 Seconds:28.8856 CONCEALED FASTENES OR ATTACHMENTS
LONG-Degrees:-80 Minutes:20 Seconds:9.7207 ARE THE RESPONSIBILITY OF THE
SITE ADDRESS: 151 ne naranja ave Port Saint Lucie,FL 34952 CORRACTO)?l OF RECORD
COUNTY:St.Lucie
For:
Jeff Kiaas
151 ne naranja ave Port Saint Lucie,FL 34952
You have certified that the project you propose to construct at the above location meets all the'con Self-
Certification Process.A project that is built in conformance to those conditions(attached for rifere Ak-
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Florida Department of Environmental Protection State Programmatic General Permit,Section 10 of the Rivers and
Harbor Act of 1899 and Section 404 of the Clean Water Act.
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ADDITIONAL INFORMATION
This Self-Certification Process does not relieve you from the responsibility of obtaining other permits or authorizations
from other agencies(federal,state,Water Management District,or local)that may be required for the project. Failure to
obtain all applicable authorizations prior to construction of the project may result in enforcement.
If you have any problems with the attached documents,please call the ERP Coordinator at(850)245-8495 or by
e-mailing us at ERP_eApps@dep.state.fl.us.
Sincerely, Florida Department of Environmental Protection
Attachments:
FDEP Terms and Conditions
SPGP Terms and Conditions
SPGP Transfer Letter
Aquatic Vegetation Guidelines
Sea Turtle And Sawfish Conditions
��r�rrce
6 attachments
I1
noname
43K
20ff719d7c2ed8b2ac10713aecbc199d.pdf
52K
2e49c4ed30dl329dab39e56a1c4d42.pdf
55K
. AquaticVegetationGuidelines_1_01.pdf
81K
BOUNDARY SURVEY
PROPERTY
CORNER c<p 0
FALLS IN -9
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#151 ?p = 3.1
IRONP/PE coos• �1° '��o " PROPERTY
FALLS IN
WATER
FOUND 5/8' ® Q
FOUND PC " \IRONROD \ /0`jk�`�l
NAIL/DISC .`.. .: ' ; NO I.D.
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9 0
R=210.00
L=80.00' �•\ 0.g'
A=21°49'37"" �� LOT 4
BLOCK 39
FOUND
IRONRODB°
NOI.D.
1 r
Cl 13aao'vt J SURVEY NOTES
fVEL L)WECROSSING OVER PROPERTY
FOUND 5/8° LINE ON SOUTHERLY SIDE OF LOT
IRONROD
P.C. NO I.D. THERE ARE FENCES NEAR THE BOUNDARY
FOUND P-K AWL/DISC OF THE PROPERTY
25'B.R.L.:BUILDING RESTRICTION LINE
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S I` 01
��c Z I F l C A BO
No.6415 rF y SURVEYORS CERTIFICATE % T.
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I HEREBY CERTIFYTHATTHISBOUNDARYSURVEYIS �T T � �v
SURVEY
CORRECTDUNDER
SURYEY 4G.LLC SURVEY PREPARED UNDER MY DIRECTION- LJJ�E��V i.:m a jlr
�¢ NOTVAUD WITHOUT AN AUTHENTICATED ELECTRONIC ILB#7 3
F
STATEOF w SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL,
@�� F e e ORA RAISED EMBOSSED SEAL AND SIGNATURE SERkf1 ORIDA
h O R I o
�� Su Ey g, ��
Kenneth •Digitally signed by hfN ARY TRAIL,SUITE 102
Kenneth Osborne ^'=T PALM BEACH,FL 33407
Osborne /-Date:2017.0727 PHONE(561)6404800
(SIGNED) 23:09:08-"00' STATEWIDE PHONE(800)226-4807
KENNETH J OSBORNE pp�F q pc STATEWIOEFACSIMILE(800)741-0576
PROFESSIONAL SURVEYOR AND MAPPER#6415 cNOi'C0i.3Pt r��Vh d q WEBSITE bttpJ1iMetsurve*g.net
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LEGAL ESCRUYAON AND-CERT`FICAT164
Lot 5,Block 39,RIVER PARK UNIT NO.4,according to the Plat thereof,as recorded in Plat Book 11,Page 9,of the Public Records of ST LUCIE
County,Florida.
Community Number.120287 Panel.•12111 CO280 Sufi J Flood Zone.XIAE Field Work 712612017
Certilled To:
CHELSEA TITLEA DIVISION OF FIDELITY NATIONAL TITLE OF FLORIDA,INC.
Property Address:
151 NE NARANJA AVENUE
PORT SAINT LUCIE,FL 34983
Survey Number.299094
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ABBREVIATION DESCRIPTION:
SYMBOL DESCRIPTIONS:
A.E. ANCHOR EASEMENT F.F EL.FINISH FLOOR ELEVATION OR-B- OFFICIAL RECORDS BOOK
A/C AIR CONDITIONER F.I.P. FOUND IRON PIPE (P) PLAT
B.IA. BENCHMARK F.I.R. FOUND IRON ROD P.B. PLAT BOOK 0 =CATCH BASIN --ff—=MISC.FENCE
OR BEARING REFERENCE F.P.IC FOUND PARKER-KALON NAIL P.C. POINTOF CURVATURE I
(C) CALCULATED (L) LENGTH P.C.C. POINT OF COMPOUND CURVE =CENTERLINEROAD 0 PROPERTY CORNER
P.O.B. POINT OF BEGINNING I
A CENTRAL/DELTA ANGLE L.A.E.ALIMA. M ACCESS EASEMENT ®=COVERED AREA � =UTILITY BOX
CH CHORD L.M.E. LAKE MAINTENANCE EASEMENT P.O.C. POINT OF COMMENCEMENT I
(D) DEED I DESCRIPTION (M) MEASURED I FIELD VERIFIED PRC. POINT OF REVERSE CURVE 10-EXISTING ELEVATION`CJ�p =UTILITY POLE
DE. DRAINAGE EASEMENT MR LMNOLE P.T. POINTOFTANGENCY Yf I a
RAN RIGHT-OF-WAY �r =��T =WATER METER
D.H. DRILL HOLE NO NAIL&DISK DNl DRNE MAN
WAY MR NOT RADIAL (R) RADIAL/RADIUS = HO I LE =WELL
E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE S.LR. SETLRONROD I �.
F.CNL FOUND CONCRETE MONUMENT O,KL OVERHEAD UnLrTyLINES T.O.B. TOP OF BANK — ■—=METALFENCE —,.—=WOOD FENCE
U.E UTILITY EASEMENT I
PAGE I OF 2 PAGES
(M0TC05FWL EWrM0[JTPAG62) -
GENERAL NOTES:
S LEGAL DESCRIPTION PROVIDED BY OTHERS TARGE
T
2; THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER
RECORDED ENCUMBRANCER NOT SHOWN ON THE PLAT. OFS r Tp �'T T ;[�.
3) UNDERGROUND PORTIONS OF FOOTINGS,FOUNDATIONSOR OTHER IMPROVEMENTS j Vl�.
WERE NOT LOCATED.
4) AALLLLN�YARE TKO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT 893
ONLY VISIBLE ENCROACHMENTS LOCATED. ` E G FLORIDA
DIMENSIONS SHOWN ARE PLATAND MEASURED UNLESS OTHERWISE SHOWN.
LELEVATIONS
ERSHIP NOT DETERMINED. Ty 6250 N IWHARY TRAIL,SUITE 102
INDICATED HEREON ARE IN FEET AND DECIMALS REFRENCED TO N.G.V.D.1929 WEST PALM BEACH,FL 33407
gal TANCES,GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE PHONE(561)64G4800USTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOTLINES. STATEWIDEPHONE(800)2254807
S,DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVERSTATEWIDEFACSIMILE(800)741-0576
ITIONS, WE&5l4E hftaSRagetsusveying t�f
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HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
5 s 0
1
5
7 a
9 .�� I U.H.S. FLAT PLATE E.B.D. 9
1 5 4 G DIRECT DRIVE GEAR ppTIDN
DIRECT DRIVE OPTION OPTION
7 5 OPTION PILING SPAONO
II 4 1 4 I CAPACITY A B PE 34K NDEED
4 LB 150' 132' 8'To 10'DIA
3 7,0�LB 15M 144, 8'To IM DIA Piling Penetration
2 2 mocia LB 15M 15M 9'To 10,MA To Be,10 Into The
4 13A M LB IW W 9'To 10'DU Sand Bottom Or 5'
16.OM LB 1W 168' 9'To W BIA Into The Rock Strata
_ 2OAm La 168' 16W iM To IF ecommo
` 24At1a LH 192' 192' IM To 12' 6 Piles
-TO-O 1 $ A OU(-TOUR a aNrMt-M-CDM
1 2 3 4 5 6 7 8 9 10 11
Tap 2 Cradles DA* G,M Drive Flat Ri E.B.D. AA 11NS.
Lift Dean ppferr DFt Board CdW Post SHaF� Gfar Grar; Dear Gear
Cap owmfl Y kem0f (PT) St.. 'hDs Motor Rotor motor Motor
Stu Stitt Carpeted Height Strf HP. HP.I HP. H.P.
2 Ea. 6'H x 4N C2 EoJ Cd EN Q EOJ (2 EaJ
4SOOL 4H x 45 x,,p�gg/19 U) 3/4 HP. 3/4 HP. 3/4 HP. 1 HP.
2V x 23 x 132'! 120/20A IM20A 12VM
15V LD. .03 Vt./Lfn Ft. 5/16' 240/10A 240/20A 240/10A 240/I0A
60H x 4'W SYT, 51 C2 W O.EeJ l2 EN (2 E.3
7A N x 144,2 1 Port 1 HP. 1 HP. 1 FLP.
2 V C5 EoJ `a 1I HP. 120/20A 120KP 1 1/2 HP.
Iw L 4,70 Vt Aln Ft L.XWx144, e�i 240/10A 240/10A 240/10A P401M
•_' I I , 69 z J7 � � 2'Shcd g C2 E J C2 EnJ (2 w (2 E0
10AOlIi 85 x IBM 2 E 3/4 HP. 3/4 H.P. 3/4 HP. I H.P.
/eMStainless Steel Piling Mount Bracket 1 6.18 WtAJn Ft (4) 6061-76 > 224/110A 2 �/1M 240AOA
6'-8' C2 EaJ (2 EoJ
With 2-3/8' Bolts Connecting The x J7 8'H z 5'V 5/�, ALUM
x.41/25
Bracket To The Assembly. 13AODt P-719V x 350'! Ia" 1 H.P. 1 1/2 HP.
2-3/8'x3' Stainless Steel Lag Bolts x Lo. A2 Wt✓Lh Ft. SST. 240/1(A CP Ea.) 240/10A
Into The Side Of Piling x U11f0'H 6'V x10,Rd44 2 Part �+ C2 EaJ 1 Ce EoJ
PILE MOUNT DETAIL �A00a VA x" a CarPfted 56 1 40/ �/A 1 40 0A
ISO,Lo.PA4 VtJLtrh F. 240/l0A E40/IO) -
�c 1D'H x 6N 24�dh (2 Ea.)
20A00 3.73 V x.41125 'xlMxl68 C4> C6 Ea.) 1 1/2 HP•
LOGY L 4 Vt✓Ltrh Ft Care- 3/16' 10' 2'Solid 240/10A
z x %P9 x103d SST. 6061-T6 N/A (2 Ea.)
24 X741V x 192•! Carpettd ALU. 1 1/2 NP.
192'L Vt✓Lh F 3 Port 240/IOA
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THE WOK SPECIFIED HEREIN HAS BEEN DESIGNED L ALL WORM SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS IF THE 5th EDITION 2M4 FLORIDA BUILDING CODE
NOTE
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO VE HSTAND WIND LEADS ASSOCIATED WITH WIND SPEEDS OF V.n=180 MPH,Von v I"MPH C3 SEC.GUST)EXPOSURE'V
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGH/WALL METHOD,THE LI TING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS IF VW-90 MPH IN EXPOSURE'C'ON 80 MPH IN EXPOSURE'D'.
INNER RESPONSIBLE TO RELINE BRAT FROM LIFT RRONG WINDSTORM EVENT IN EXCESS Vafd AS CALIITED BELOW,PER FBC 3105=STRUCTURES DESIGNED TO IE READILY
REMOVED OR REPOSITEOED BURNING PERIODS IF MGM WIND VELOCITY SHALL BE POSTED WITH A I W-M.E AND READILY VISIBLE DECAL ON PAINTED INSTRUCTIONS TO BE THE
OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF BURNING SUCH PERIODS ff TIME AS ARE DESIGNATED BY THE U.S.]WEATHER IAREAU AS
BEING A HURRICANE WARNING OR ALERT.THE LIFT OWNER SMALL BE NOTIFIED OF THESE CUDITEEM BY THE PERMIT HOLDER.M WARRANTY.EXPRESSED OR IMPLIED,12
CONTADM HEREIN Vafd MAY BE CALCULATED BY THE FOJ.OWONG FORMULA-Vasd o V U■Vuit.DESIGN OF BOAT VDND LOADING HAS SEEN PERFORMED WITH THE FOLLOWING
RATIDS AS CEWDI ET BY OTHERS D/z-3,s/h o D.75,FOR A Cf of Lfi MAX"WHERE H IS THE HEIGHT TO TON OF BRAT,B IS HdZBONTAL DMISEX AND S IS VEwnrAL
DI ENSM
CERTIFICATION Or BOAT LIFT TO EHOSTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTFERSi ENGINEER SEAL CERTIFIES ASSEMBLY 13F LIFT
IDLYTHIS,
IS PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMO IN THE DESIGN W®PD.ES SWILL BE
SEASONED WOOD WITH G-&W OR BETTER.SHOULD ANY SPEMIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN,IBA STANDARD FMELD CONDITIONS,ADDITIONAL SPECIFIC
ENGINEERING NAY BE REWIRED AS DETFRKI ED BY THE BUDJIIING DWMTIR AND PGWOTTING CONTRACTOR.CARE SMALL HE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
TONS DETAIL AS THIS IS HOT A SITE SPMW=DRAWING,IT IS THE RESPOSOILITY OF OTHERS TO DCRE THE INTEGRITY OF DNSTALLATIOH TO M H=STRIK:PJF-
ALUMINUM
MATERIAL,6M T6 ALUMINUM IJ
ALL WILDS ARE MIl 1/4'FULL FD.LET VELD USING 5556 FILLER ALLOY.ALL WELDING MUST MEMO TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
VERIFIED BY OTFERS•THE C NTRACT13R IS RESPONSIBLE TO MUTE ALUMINUM!EMBERS FROM DISSIENLAR METALS TO PREVENT cTECTMI YSIS.
FASTENERS
ALL ANCHORS TO BE HLTI BRAND DR MFR EWNALENT.ALL BOLTS SHALL BE HOT DIPPED GALVAIOZED,132 STAII&M STEEL,L MEET THE REQUIREMENTS IF ASIA A304 WITH
HARDENED WASHERS AND HEX NUTS WASHERS SHALL IE USED BETWEEN VmD L BOLT HEAD L BETWEEN WOOD L NUT.WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SWILL BE EQUAL TO OR GREATER TWIN KLTI KWIC BOLT O OR RED HEAD THRU BOLTS.EMBEDMENT DEPTHS SPECIFIED HEREON ARE DEPTHS INTO SOLID SUBSTRATE
AND DO HOT INCLUDE THICKNI=OF STUCCO OR OTTER FDIISHM
ALIMENM MEMBERS M CONTACT WITH CONCRETE ADD V®SHALL BE PROTECTED BY'(UPPERS BITIMDDUS PAINT'OR POLYETHYLENE TAPE UMW (ULTRA HIGH M13LECU.AR
WEIGHT)IL7 Me OD.30 nJ MIL TOTAL THICKNESS III ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER FLOIZO A BUL131M CODE,
80 CONSULTING ENGIEERSAC.HAS NOT VISITED THIS.QBSITE ffUWTMN CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS BID
CONSULTING ENGIEERS.INC.SHALL HOT BE MELD RESPONSIBLE OR LIABLE IN ANY WAY FTDN ERRONEOUS 13R DHACCURATE DATA IR iEASUREENTS.WOW SHALL BE VERFIED
PRIER TO CONSTRUCTION.
BLB CONSULTING ENIDSERSAG.SHALL BE NOTIFIED AND GIVEN ION OPPORTUNITY TO REEVALUATE OR V=UPON DISCOVERY OF ANY INACCURATE DFNiNATBN PRIOR TO
MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN IDLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at aL INIENNI'IES L SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS L DAMAGES ICLUDING LEGAL FEES L APPELLATE FEES RMILTING FROM 14ATOIILL FABRICATION.SYSTE R I ERECTIN L CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,i FEDERAL CODES L FORM DEVIATIONS OF THIS PLAN.EXCEPT AS EXPRESSLY PROVIDED IN HEREIN,W
(ERTIFICATMH OR AFFIRMATIONS ARE INTENDED.
THIS SPECIFICATIfAY_iKEtGQWONLY,AT'MM NAME ANDAD ;�31 y�
VOID VN���HG`I mHuR�ANE SMWER NAME g8 Copy
NAMEt
ADDRESS. P r flii=Y Ate= aermu'ez, PE. DATE,
CITY�O.ckt' STATE - ZIP, Reg. Floridn No. 55141 _ 7
HURRICANE-BOAT L-TF i S _ =
3301 S.E. S(at er-"rS-treet - B&B Engineers,
Stuart, FLorida-._34997 N.2237 Woods Edge Circle
(772)-781-2556._ = ' Orlando FL, 32817
Fax (772)-781-4854 " 1