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Land Development and Planning Project Files_4410 Tranquility Dr._20200709_Application No. 20-0004TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Town Planner Ingrid Allen Building Department Applicant/Owner: David & Danielle Schneid Property Address: 4410 Tranquility Drive Property Control Number: 24-43-47-04-02-003-0110 Application No. 20-0004 Date: July I 0, 2020 REVIEW GIVEN TO SUBJECT PROPETY D Preliminary Review: [8J Final Review: Install and SeawallD Amended Site Plan Review D Other: AT THE JULY 9, 2020, MEETING, THE PLANNING BOARD REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE TOWN PLANNER DATED APRIL 6, 2020, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: D Denied [8J Recommendation to Approve D Approved with Modifications ( as noted) D Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, I.E., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. david a¥. 2kj6:09 EDT) David Axelrod, Chairperson IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: MOTION: Member DeMoss moved to approve Development Order Application No. 20-0004 as presented. Vice Chairperson Goldenberg seconded the motion. UPON ROLL CALL the motion passed on a 7 to O vote, unanimously. CLERK'S OFFICE USE ONLY: Transmitted to the Building Department: 07 /l 0/2020 APPROVED BY: Planning Board 07.9.2020 Application NO. 20-0004 File Attachments for Item: B. DEVELOPMENT ORDER APPLICATION NO. 20-0004 (DAVID & DANIELLE SCHNEID) APPLICATION BY SEATECH CONSTRUCTION FOR A SPECIAL EXCEPTION APPROVAL TO REMOVE A 160 SQUARE FOOT EXISTING DOCK, INSTALL A 820 SQUARE FOOT MARGINAL DOCK, INSTALL A SEAWALL CAP ALONG AN EXISTING 200 LINEAR FOOT SEA WALL, AND INST ALL TWO (2) SEAWALL RETURNS FOR THE PROPERTY LOCATED AT 4410 TRANQUILITY DRIVE. Page 142 Page 143 Page 144 Page 145 Page 146 Page 147 Page 148 4410 Tranquility Drive Palm Beach County None June 29, 2020 0 0.0085 0.0170.00425 mi 0 0.01 0.020.005 km 1:576 Created by: Palm Beach County µPage 149 Page 150 Page 151 Page 152 Page 153 Page 154 Page 155 Page 156 Page 157 Page 158 Page 159 Page 160 Page 161 Page 162 Page 163 Page 164 Page 165 Page 166 Page 167 Page 168 Page 169 Page 170 Page 171 Page 172 Page 173 Page 174 Page 175 Page 176 From:Joe Gilio To:Ingrid Allen Subject:Fwd: 4410 tranquility Date:Friday, June 26, 2020 3:30:02 PM Attachments:image002.png Please see below ---------- Forwarded message --------- From: Mallett, Kaitlyn <Kaitlyn.Mallett@floridadep.gov> Date: Fri, Jun 26, 2020 at 3:27 PM Subject: RE: 4410 tranquility To: Joe Gilio <joe@seatechconstruction.com> Good Afternoon Joe, I just wanted to let you know that if any return walls/seawall returns are located in uplands, the Department does not permit upland activities, therefore anything installed in uplands is not regulated. Please let me know if you have any other questions! Have a great weekend. Kaitlyn Mallett Environmental Specialist II Florida Department of Environmental Protection Southeast District – West Palm Beach 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 Kaitlyn.Mallett@floridadep.gov Office: 561.681.6658 SPGP Effective December 31, 2018 - For moreinformation:https://www.saj.usace.army.mil/Missions/Regulatory/Public-Notices/Article/1703359/state-programmatic-general-permit-spgp-v-state-of-florida/ Looking to file a Notice, Registration, or Self-certification? Need a permit determination fast? You can even submit a permit application and make a payment! Try DEP’s Business Portal. It’s easy and quick. Just click the button below. Page 177 From: Joe Gilio <joe@seatechconstruction.com> Sent: Friday, June 26, 2020 3:12 PM To: Mallett, Kaitlyn <Kaitlyn.Mallett@FloridaDEP.gov> Subject: 4410 tranquility Can you please call me about this project? Thanks Joe 954-702-0290 Page 178 Page 179 Page 180 Page 181 Page 182 Page 183 Page 184 Page 185 PUBLIC NOTICE APPLICATION NO. 20-0004 500 Feet Public Notification Boundary June 24, 2020 Dear Property Owner: PLEASE TAKE NOTICE that due to the Novel Coronavirus Disease 2019 (COVID-19) and Federal, State and Palm Beach County’s Declarations of State of Emergency, in accordance with Governor Ron DeSantis’s Executive Order 20-69, dated March 20, 2020, the Town of Highland Beach will be conducting its Planning Board Public meeting utilizing communications media technology via Zoom Communications, on Thursday, July 9, 2020 at 9:30 AM. Members of the Planning Board will not be physically present at Town Hall and shall be participating virtually. Live streaming of the meeting can be accessed on the Town’s webpage at https://highlandbeach.us/highland-beach-television-2. The following application will be considered: APPLICATION NO. 20-0004 BY SEATECH CONSTRUCTION FOR A SPECIAL EXCEPTION APPROVAL TO REMOVE A 160 SQUARE FOOT EXISTING DOCK, INSTALL A 820 SQUARE FOOT MARGINAL DOCK, INSTALL A SEAWALL CAP ALONG AN EXISTING 200 LINEAR FOOT SEA WALL, AND INSTALL TWO (2) SEAWALL RETURNS FOR THE PROPERTY LOCATED AT 4410 TRANQUILITY DRIVE. Agenda and backup material for the application are available on the Town’s webpage at https://mmportal6.teammunicode.com/. The Town of Highland Beach will provide for public participation by email. Public comments should be emailed to publiccomments@highlandbeach.us, which will be read into record during the corresponding portion of the meeting. Public comments will be accepted up until 9:30 AM on Wednesday, July 8, 2020. If a person decides to appeal any decisions made by the Board with respect to any matter considered at the meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based (FS-286.0105). Additionally, the Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to participate in the meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information regarding this matter, please contact the Town Planner at (561) 637- 2012. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT Page 186 SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared –]FL Elizabeth Bolin,who on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in . BROWARD/PALM BEACH/MIAMI-DADE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11720-Notice of Public Meeting, Town of Highland Beach 'r '"1 ac11, Thursday — July 9 Thursday,July 9,2020 at 9:30 AM Was published in said newspaper in the issues of;Jun 29,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,and that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,each day and has been entered as second class matter at the post office in BROWARD County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says that he or she has neither paid nor promised,any person,firm or corporation, any discount,rebate,commission or refund,for the purpose of securing this advertise ent for ubl' ation in h e said/newspaper. y. i&/ Signatur f Affiant Sworn to subscribed before me this: July 01,2020. Signature of Notary Public Name of Notary,Typed,Printed,or Stamped Personally Known(X)or Produced Identification( ) BRENDAN KOLASA OFFICIAL SEAL Notary Public,State of Illinois Sold To: My Commission Expires, Town of Highland Beach-CU00398185 November 23,2020 3614 So.Ocean Blvd. Highland Beach,FL 33487 Bill To: Town of Highland Beach-CU00398185 3614 So.Ocean Blvd. Highland Beach,FL 33487 Affidavit Delivery Method:U.S.Mail Affidavit Email Address: 6701206 TOWN OF HIOIHLNA.D BEACH PUBLIC MEETING PLEASE TAKE NOTICE that due to the Newel coronavirus Disease 2019(COV- ID-19)and Federal,State and Palm Beach County's Declarations of State of Emer- gency,in accordance with Governor Bon Cesantis's Executive order 2"9,dated March 20,2020,the Town Of Highland ,Beach will be conducting its Planning Board Public meetng utilizing communi- cations media technology Wa Zoom Com- munications,on Thursday,July 9,M0 at 9:30 AM, Members of the Planning Board will not be physically present at Town Hall and shall be participatfrig Artu, ally.Live streaming of the n wbrig can be accessed on the Town's webpage at https,./A gtdaWbeach,us ig dmd-beach telmAsion-2.The fallowing application will! be considered APPLICATION NO.20-0004 BY SEATECH CONSTRUCTION FOR A SPEC4AL E.XCEP- VON.APPROVAL TO REMOVE A 160 SQUARE FOOT EXISTING DOCK,INSTALL A 820 SQUARE FOOT MARGINAL DOCk INSTALL A SEAWALL CAP ALONG AN EX- ]STING 200 LINEAR FOOT SEA,WALL,AND INSTALL TWO(2)SEAWALL RETURNS FOR THE PROPERTY LOCATED AT 4410 TRAN- QUILITY DRIVE. Agenda and backup material for the application are available on the To wiYs webpage at https-j nportal6.teammu nicode`cow, The Town of Highland Beach will provide for public participation by ernall.Public comments should be emailed to pub- liccornmentsoffighlandbeach.us,which will be react into record during the corre- Winding portion of the meeting. Public comments will be accepted up until 9:.G4 ANS on Mdnesday,July 8,2020. If.a person decides to appeal any deci{- sions made by the Board with respect to any matter considered at the meeting, such person will need to ensure that a verbatim record of the proceeding is made,which includes the testimony and evidence upon which the appeal is based, (FS-286,0105).Addifi naCfy,the Town of Highland each does not provide such a recon i, In,accordance with the Arnericans with Disabilitis Acte persons who need special accommodation to participate in the meeting should contact the Tom clerk's Ofteat(561)2794548 at least 48 hours prior to the meeting, 9 you are hearing or speech impaired,please contact the Florida Relay Service at 1-8-955-8778 or 1-40D-95"771, Fa additional information regarding this rnaW please contact the Town Planner at(561)637-2012, TOWN OF HIGHLAND BEACH,. BUILDING DEPARTN ENT 06/29/20 6701206 Other Related Documentation for Development Approval Application # 20=0004 Property: 4410 Tranquility Drive From: Joe Gilio To: Inarid Allen Subject: Fwd: 4410 tranquility Date: Friday, June 26, 2020 3:30:02 PM Attachments: imaae002.Dna Please see below ---------- Forwarded message --------- From: Mallett, Kaitlyn <Kaitlyn.Mallett a.floridadeV.gov> Date: Fri, Jun 26, 2020 at 3:27 PM Subject: RE: 4410 tranquility To: Joe Gilio <ioegseatechconstruction.com> Good Afternoon Joe, I just wanted to let you know that if any return walls/seawall returns are located in uplands, the Department does not permit upland activities, therefore anything installed in uplands is not regulated. Please let me know if you have any other questions! Have a great weekend. Kaltlyn Ile . Environmental Specialist II Florida Department of Environmental Protection Southeast District — West Palm Beach 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 Kaitlyn. Mal lett(&floridadep.gov Office: 561.681.6658 SPGP Effective December 31,, 2 - For more information: https://www.saj.usace.army.miJMissions/Regulatory/Public- Notices Article/170�9/state-Droarammatic-aeneral- ermit-spcgp-v-state-of-florida Looking to file a Notice, Registration, or Self -certification? Need a permit determination fast? You can even submit a permit application and make a payment! Try DEP's Business Portal. It's easy and quick. Just click the button below. . . . ......... rtb From: Joe Gilio <joe(2seatechconstruction.com> Sent: Friday, June 26, 2020 3:12 PM To: Mallett, Kaitlyn<Kaitlyn.Mal lett@FloridaDEP.gov> Subject: 4410 tranquility Can you please call me about this project? Thanks Joe 954-702-0290 111d9rid Allen From: Ingrid Allen Sent: Wednesday, June 17, 2020 9:24 AM To: 'Joe Gilio' Subject: RE: 4410 Attachments: planner resubmittal 2_comments_6-16-20.pdf Joe Please see attached comments on your 6/11/20 resubmittal. Call me at 561-637-2012 if you would like to discuss. Thank you, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Joe Gilio <joe@seatechconstruction.com> Sent: Thursday, June 11, 2020 9:01 AM To: Ingrid Allen <iallen@highland beach. us> Subject: 4410 Good morning Ingrid Please confirm that this email is legible Thanks Joe 1 Joe: Below are comments regarding your resubmittal, date stamped June 11, 2020: 1. As previously requested, on the newly submitted sheet "typical seawall cap return," indicate (on sheet) whether seawall return is at grade or above grade (given that there is no legend, is not clear). If the seawall return is above grade, then you would need to revise the approved site plan (sheet A-1) to reflect the proposed location and dimensions to include height and length of the seawall return. 2. As previously requested, the proposed items and their dimensions need to be reflected on the approved site plan sheet Al. 3.The lower concrete dock detail shows a width of 7'11"; however according to the applicant's request, the proposed width of the lower dock is 4'. Please correct this inconsistency. 4. The upper concrete dock detail show a width of 7'11"; however according to the applicant's request and FDEP approval, the proposed width of the upper dock is 7'. Please correct this inconsistency. 5. As previously requested, please provide a response to each comment above and please provide both hardcopy and electronic versions of revised documents. 6. Additional comments may be forthcoming. Please contact me if you should have any questions on the above comments. From: David J. Schneid To: Fraley, Robert Henry (Trey) III CIV USARMY CESAJ (USA); Ingrid Allen Cc: scottCabnationalcustomhomes.net; joeCabseatechconstruction.com Subject: 4410 Tranquility Drive, Highland Beach, FL Date: Monday, June 8, 2020 4:07:26 PM Good Afternoon All: Please see below email I have received from Bertha A. Miller from the Army Corps of Engineers, Reolty Specialist in the Real Estate Division confirming that no easement applies to the above referenced property and no consent to easement is required. As such, this issue should now be closed and we can proceed on our project. David J. Schneid, Esquire Managing Partner Robertson Anschutz and Schneid, PL 6409 Congress Ave #100 Boca Raton, Florida 33487 (561) 241-6901 ext. 1246 Phone djs@rasflaw.com Email -----Original Message ----- From: MILLER, Bertha A CIV USARMY CESAJ (USA)[mailto:Bertha.A.Miller@usace.army.mil] Sent: Monday, June 8, 2020 4:00 PM To: David J. Schneid Cc: SAJ-RD-Enforcement Subject: RE: 4410 Tranquility Drive, Highland Beach, FL Mr. Schneid, This is confirmation that a Department of the Army Consent to Easement is not required from US Army Corps of Engineers, Real Estate Division, for the proposed work at 4410 Tranquility Drive, Highland Beach, FL 33487. There is no Federal Right -of -Way easement on subject property or that extends out in the Intracoastal Waterway. If you have any questions, please contact me. Respectfully, Bertha A. Miller Realty Specialist U.S. Army Corps of Engineers Jacksonville District Real Estate Division P.O. Box 4970 Jacksonville, FL 32232-0019 tel. 904-232-3727 email bertha.a.miller@usace.army.mi ... Be Counted, Highland Beach! Visit http://highlandbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. SEA -TECH CONSTRUCTIOi' A_ ING 1649 SW I st WAY # 0 , DEERFIELD BEACH, FL 33441 OFFICE: (954) 480-2607 FAX: (954) 480-6707 "aw.seatechconstruction.com June 10, 2020 RE: 4410 Tranquility Dr JIUN 1.1 ?020 JIGHLAND BC-4`1,1 DING DEPARTP1EN;T MARINE CONTRACTORS COMPLETE MARINE CONSTRUCTION SERVICES LIC. # 92-1326 - # U `I7787 SEAWALLS -DOCKS -PILES -BARGES -NEW -REPAIR -REPAIR INSURED BONDED 1. Elevation has been provided on revised sheet 2. Site plan is color matched. It has been placed over the approved 6/ 12/ 19 site plan and also blown up closer on an additional sheet 3. Survey provided 4. All sheets have had their elevations revised to 6.01 NAVD 88 5. FDEP approval is good, see attached emails 6. Awaiting Carol to call back with an appointment for hard copy drop off d) j MGmai I Joe Gino <joe@srate&46n6 4r tic Mo m > HIGHLAND BEACH 4410 Tranquility Drive, Highland Beach, FL 1 message David J. Schneid <djs@raslg.com> Mon, Jun 8, 2020 at 4:06 PM To: "Fraley, Robert Henry (Trey) III CIV USARMY CESAJ (USA)" <Robert,H.Fraley@usace.army.mil>, "iallen@high land beach. us" <iallen@highland beach. us> Cc: "scott@nationalcustomhomes.net"<scott@nationalcustomhomes.net>, "joe@seatechconstruction.com" <joe@seatechconstruction. com> Good Afternoon All: Please see below email I have received from Bertha A. Miller from the Army Corps of Engineers, Realty Specialist in the Real Estate Division confirming that no easement applies to the above referenced property and no consent to easement is required. As such, this issue should now be closed and we can proceed on our project. David J. Schneid, Esquire Managing Partner Robertson Anschutz and Schneid, PL 6409 Congress Ave # 100 Boca Raton, Florida 33487 (561) 241-6901 ext. 1246 Phone djs@rasflaw.com Email -----Original Message ----- From: MILLER, Bertha A CIV USARMY CESAJ (USA) [mailto:Bertha.A.Miller@usace.arniy.mil] Sent: Monday, June 8, 2020 4:00 PM To: David J. Schneid Cc: SAJ-RD-Enforcement Subject: RE: 4410 Tranquility Drive, Highland Beach, FL Mr. Schneid, This is confirmation that a Department of the Army Consent to Easement is not required from US Army Corps of Engineers, Real Estate Division, for the proposed work at 4410 Tranquility Drive, Highland Beach, F"i._ 33487. There is no Federal Right -of -Way easement on subject property or that extends out in the Intracoastal Waterway. If you have any questions, please contact me. Respectfully, Bertha A. Miller Realty Specialist U.S. Army Corps of Engineers Jacksonville District Real Estate Division P.O. Box 4970 Jacksonville, FL 32232-0019 tel. 904-232-3727 email bertha. a,miIler@usace.army.miI J U N 1 1 2020 HIGHLAND BEACH BUILDING DEPARTMENT 1 M(-Omail Joe GiIio < oe@seatechcon trnction.corn> RE: [Non-DoD Source] Re: 4410 Tranquility Drive, Highland Beach, Florida (UNCLASSIFIED) 1 message Pempek, Jonathan C CIV (USA) <Jonathan.C.Pempek@usace.army. mil> Fri, May 29, 2020 at 8:22 AM To: Joe Gilio <joe@seatechconstruction.com>, "Fraley, Robert Henry (Trey) III CIV USARMY CESAJ (USA)" <Robert. H. Fraley@usace. army. mil> CLASSIFICATION: UNCLASSIFIED Joe, If that is the case and the project meets all of the criteria for SPGP you can construct with the SPGP authorization. Sorry about the misunderstanding. V/r Jonathan Pempek -----Original Message----- MED EI��!ij';D; . Ji JUN 1 1 2020 HIGHLAND BEACH BUILDING DEPARTMENT From: Joe Gilio[mailto:joe(o.)seatechconstruction.con-R] Sent: Thursday, May 28, 2020 3:03 PM To: Fraley, Robert Henry (Trey) III CIV USARMY CESAJ (USA)<Robert.H.Fraley@usace.army.mil> Cc: Pempek, Jonathan C CIV (USA) <Jonathan.C.Pempek@usace.army. mil> Subject: [Non-DoD Source] Re: 4410 Tranquility Drive, Highland Beach, Florida (UNCLASSIFIED) Good afternoon Trey and Jonathan, I spoke with Anna Fraguada from the Real Estate division. She states that this is an abandoned easement. If that's the case, then there is no reason to say that the SPGP is invalid and we would not need an ACOE permit Please confirm. Thanks Joe On Tue, May 26, 2020 at 5:15 PM Fraley, Robert Henry (Trey) III CIV USARMY CESAJ (USA) <Robert.H.Fraley@usace.army.mil <maIIto- Robert. H.Fraley c@usace.army.miI> > wrote: CLASSIFICATION: UNCLASSIFIED Hi Joe, I am sending this screen shot along at your request. The highlighted area is the easement as shown in our resource tool that we utilize for evaluating projects. Thank you, Trey Fraley Project Manager, Biologist Regulatory Office US Army Corps of Engineers 4400 PGA Blvd Suite 500 Palm Beach Gardens, FL 33410 Phone: 561-472-3526 Office hours: 6:30 AM - 5:00 PM. I am in the office on Monday, Tuesday, and Thursday. I telework on Wednesdays and can be reached by email or phone at 561-406-4578 Please assist us in better serving you! Please complete the customer survey by clicking on the following link - Blocked http-//corpsr,.iapu. usace. army. rail/cm_apex/f?p=reg ulatory_survey CLASSIFICATION: UNCLASSIFIED CLASSIFICATION: UNCLASSIFIED HIGHLAND BEACH B�IILDING DEPARTMENT AERIAL PHOTOGRAPH (NOT -TO -SCALE) SCALE: 1" = 30' SURVEYOR NOTES -THERE ARE FENCES NEAR THE SOUTH PROPERTY LINE AS SHOWN. FENCE OWNERSHIP NOT DETERMINED. -DRIVEWAY CROSSES OVER THE EAST PROPERTY LINE AND INTO THE ROAD RIGHT OF WAY AS SHOWN. -DRIVEWAY CROSS OVER ANCHOR EASEMENT OF THE SOUTHEAST PROPERTY LINE AS SHOWN. LEGEND: A/C -AIR CONDITIONER AL - ARC LENGTH (C) -CALCULATED D.E -DRAINAGE EASEMENT (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINT OF COMMENCING P.B. -PLAT BOOK P.G. -PAGE P.U.E. - PUBLIC UTILITY EASEMENT R -RADIUS (R) -RECORD U.E. -UTILITY EASEMENT WM -WATER METER FF -FINISH FLOOR O.R.B. - OFFICIAL RECORD BOOK ELEV. -ELEVATION _ ,,. -FENCE # -NUMBER -ASPHALT -CONCRETE -PAVER/BRICK -WOOD LIGHT POLE -WELL -WATER VALVE fL -CENTER LINE E3 -CATCHBASIN �f -FIRE HYDRANT -POLE ® -MANHOLE -TOPOGRAPHIC ELEVATION POINT OF CURVATURE FOUND NAIL . AND DISC IPSM 5734 N: 751451.32 IE:961038.88 w - I CANAL U (PLAT) o 0 cm 495' I I WOOD IDOCK 4.1' I _O N LU w I U 2 O Y I J U � m Fn FOUND 5/8" IRON ROD- 3.5'N,0.4'W y FENCE 3.0' N 4410 TRANQUILITY DRIVE, HIGHLAND BEACH, FL. 33487 LAKE FO NU D NAIL X AND DISC PSM 5734 N: 751485.99 6g°15'0"�R) E:961054.16 PTO C"O?@) - 01 LOT 11 BLOCK 3 13661 SQUARE FEET Ch, 0.314 ACRES t ox*- EQUIPMENT Fl PAD ".- 23.4' 15.3' WOOD` o� DECK N 2559 23.4' c� S FF ELEV= 6.08' 13.7' VACANTLOT LOT 10 BLOCK 3 FOUND 5/8" a IRON ROD 0.1'S N: 751394.03 x E: 9611 75- 126° 53, 59 ��SITEBENCHMN 0 CHpFtD SET ELEV NA6T 1°o J U N 1 1 2020 HIGHLAND BEACH BUILDING DEPARTMENT FOUND NAIL AND DISC LB 6504 T L TRANQUILITY DRIVE 2( .2 R SIN gP K - SET MAG NAIL & DiSK ELEV=2:04� CUL-DE-SAC C-fl - �s 92 ASPHALT ROADWAY d. X°`� °� �G�G� gyp \ 5 P �N � FOUND NAtL—F FENCE \�,PAND DISC 2�25P�1 0.T N LB 5495 p 0.2'N N: 751346.41 E: 961141.40 SET 5/8" IRON LOT 12 I ROD AND CAP BLOCK 3 ADJACENT GARAGE "PINNACLE LB 8218" (UNDER EOEVT673Ti0N)I N: 751286.08 A rN, U 7.2' ao RESIDENCE #4410LU SQUARE FEET LU I.1 • E:961033.93 ADJACENT RESIDENCE (UNDER 1 CONSTRUCTION) FF ELEV= 7.42' PARENT BENCHMARK NAME= A 402 ELEVATION = 19.11 IN N.A.V.D. 1988 PALM BEACH COUNTY �� X X- C 1 PAVER BRICK DRIVEWAY 13 Curve Table Curve # Length Radius Delta C1 51.52' 40.00' 730 47' 59" C2 38.85' 50.00' 44° 31' 27" - ALL ANGLES AND DISTANCES SHOWN HEREON ARE 1301 H RECORD AND MEASURED UNLESS OTHERWISE NOTED LEGAL DESCRIPTION: LOT 11, BLOCK 3, BEL LIDO, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, IN PLAT BOOK 25, PAGE 97; TOGETHER WITH IMPROVEMENTS THEREON AND FIXTURES THEREIN. FLOOD ZONE: ILVVVVVVVVI ZONE: AE ELEV. 6 FT EFF: 10/512017 CERTIFIED TO: DANIELLE SCHNEID AND DAVID J. SCHNEID, THESE PEHIS uMENl WIFE AND HUSBAND :` WAS \ b2ED BY •`•. RAS TITLE, LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY 9W"28�¢: CANAL RETAINING WALL • 65' NAVD. W/ 4' TALL FENCE ABOVE VACANT LOT LOT 10 BLOCK 3 4410 TRANQUILITY D HIGHLAND BEACH, FI N VICINITY MAP FN. FLR. ELEV. = 7.00' N.A.V,D. FEMA ELEV. = 6.00' NA.V.D. NOTE : ALL EXISTING GRADE ELEVATION TAGS SHOWN ON SITE PLAN ARE BASED ON NAvD- ESTABLISHED MARKS BUILDING CODE ANALYSIS: NEW TWO STORY, SINGLE FAMILY RESIDENCE LOCATED AT 4410 TRANQUILITY DRIVE, HIGHLAND BEACH, PALM BEACH COUNTY, FLORIDA PROJECT DESCRIPTION TWO-STORY SINGLE FAMILY RESIDENCE TO AGGOMMODATE: 4 BEDROOMS, 5 BATHS, LOFT, I POWDER ROOM, I CABANA BATH, I THERAPY ROOM, LIVING ROOM, DINING ROOM, KITCHEN, PANTRY, WINE STORAGE, FOYER GAME ROOM AND BAR EXERCISE ROOM, MUSIC ROOM, MUD ROOM, 2 LAUNDRY ROOMS, (U 2-CAR GARAGE, (1) I -CAR GARAGE WITH STORAGE AREA, MEDIA CLOSET COVERED ENTRY, COVERED PATIOS, 5.5ZL COVERED BALCONIES, OPEN DECK A MECHANICAL ROOM APPLICABLE CODES/ACTS 2011 F.B.C. - RESIDENTIAL BUILDING CODE AUTHORITY HAVING JURISDICTION: CITY OF HIGHLAND BEACH PALM BEACH COUNTY, FLORIDA BUILDING AREA: TOTAL A/C BUILDING AREA: 1,141. 00 SQ. FT. BUILDING HEIGHT: 2 STORIES SINGLE FAMILY RESIDENCE: 30'-6" AFF. USER GROUP: GROUP R3 OCCUPANCY TYPE V CONSTRUCTION Sn E PLAN NOTES I. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS 2. FINISH FLOOR TO BE APPROX 35' ASV. CROWN OF ROAD 3. ARROWS DENOTES DRAINAGE PATTERN 4. POOL DESIGN 4 DRAWINGS BY OTHERS 5. LANDSCAPE DESIGN 4 DRAWINGS BY OTHERS 6. SOILS SHALL BE TERMITE TREATED 1. G.G. SHALL COORDINATE ALL RIGHT-OF-WAY CONDITIONS W/ DRIVEWAYS LEGALDE�CPoPTIAO LOT BLOCK[NG TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, IN PLAT BOOK 25, PAGE 91; TOGETHER WITH IMPROVEMENTS THEREON AND FIXTURES THEREIN. (SEE ATTACHED SURVEY) ME CALCULATION TOTAL LOT AREA . 13,660 SQ. FT. BUILDING AREA 5,44500 SQ. FT. DRIVEWAY, WALKWAY, POOL, POOL DECK AND WATER FEATURE 3,334DO SQ. FT. LANDSCAPE AREA 4SSIDO SQ. FT. N SITE PLAN, 1/5"•I'-0" REVISIONS t. 2. 3. 4. 6. 7. B. 9. 10. U I: 0 M M C/] E O �] z W � �w 0cU �?o a Q Z O z � x O n o vim,• C� U r C7 z a' r �D z E I- z o U ¢ r 7 i 0 p x Q W o 'u U z F � J z o r 04 p w °- 0 000 N .n ym V N W ' z i v u w W z E � E U c� - V y 0 G � Y N Q~ � r ■Y LICENSE P. AA2600IG45 UQ /W1 U 0 z z a d' � w QZ �° U Cn Fi•1 W U� U-1 CL aa%&9 !: 18063 SNAG A-1 PRINT DATE 5/I/201p 25' Setback 1 Seawall Elevation 6.01 NAVD Return elevation 6.01 NAVD 10' Seawall Return Canal 95' Pi ht of Way ( e. 25 P.6.97 7' x 100' Upper level Dock 4.5 x 200' Seawall Cap at 6.01 NAVD88 j 4' x 30' Lower Level Dock Post Construction Plan View: 1. Remove existing dock, piles, batter piles 2. Install 2001f new seawall cap with cap extension 3. Install Tx100' Upper Level Concrete Dock and piles 4. Install 4'x3O' Lower Level Concrete Dock and piles 5. (2) 10'seawall returns U V/ JUN 112020 HIGHLAND BEACH BUILDING DEPARTMENT 45' Setback Seawall Elevation 6.01 NAVD 10' Seawall Return �6.01NAVD tion DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 MPH co�z 7 � � r >177) ) �� r V v t DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 MPH 4811 A 10" O'C' HA wrticd to flb steel w/ twa he 6mi il w 69orld ptle mw �46' r� f !'. I � r '♦f f .1--7 rupicai nook 7' 11 " Property line / wetface - 1 ' 04a4 OS& wa4 60b�m W/ WWI 1211 + / Mk1Pauff18i* ma Cutter 2 Apia (Cop, K) drtAM M)", I ` MbeAAWC txW p4a pr&Arew� 50mol5 18" ►, 5cc��on 2411 IrtsIC6 Pock Foe Alan W. Garcia, P.E. Fla. Reg. #42564 JUN 11 2020 HIGHLAND BEACH BUILDING DEPARTMENT cidweI N, 1, Al mmrete to 6e SOX psi, 26 Am mpi orb, 2, Al del ra6w to Lv 4vdo 60, ,Or►ra9W 141 catractor to a prprlt rid, In uWay dmmw prior YV p (+tom 5 Cei Imo 8w-4 1 1 1 *J i 6.01 NAVD 8" Thick Cap Extension 09 WrtkA 1.2" 04, hA W d4Xkl Aid # � horumw 9" O.C. 36" Pic amwb* hmi (2) # Cap fmc # 5 0 24" D-C, ePOK4 dmi.5 kvcapmlh�", (6) # 4 conr �top -1 f Schneid � qhw; W, rC10 r k NW 1'�74 *ee Upper Concrete Dock DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 MPH II 1 2" x 1 , " hk►1 W/ 4 - # Cd a #� kOOP3 I \A at 10" - — Hook wr+ rcA to 46 iW �, W/ tgp1A irk %1 b� 71 1111 k Property line / wetface 8" twt cor&ete deck w/ # .- -- 121 ' 04, t WeV4 WO W/ �'' WW 1 �:, r i•ati � +�{�' i,��•„', �A�.:4 Ifs' + rah ti :Y :�r •1 .yi n�', •' �y '� � r�� I Wald pile N�� 5" �'Ao 48b, 12`i + l 1 " x12" caxrebe min PebtaIa 06 (Cap, K ) max Pabt4r 2� i drimm min,10' m baWment; 121, x 12" Cox &o Podgy rAtem p9.6 Arc e d midi, phi { 4. Kipp) drtm min, 10' e .'dok wk. �xtvnd pile prewowd Arat dq J fqplcal bock Section fl.t 9, 3M Ea" NoLov 1, Ail we'd to ba �000 p"l, 28 cIai c,mpr Armo1 2, A 9W re6r to W &wim 60, ?i1 albe 446d 017014 cured, 4, C067a r too &61h UOL4 +d&vav-d prior to ple dm", 14M-44 v:2.47701 6.01 NAVD Cap Extension # si WrWA I:2" oxc aid #�hwu" 3611 9" o,C r 711 �I �K, r'a vi, r lid aro nAIGap kskie bock File Alan W. Garcia, P.E. Fla. Reg. #42564 Pock ccxri dAw ( 2) #4 do,4 hAs and (1) dOw� ' f , W5 4 24" 04- 40N AA45 5�top - Ifox 11 E V/rE FD n�� j J U N 11 2020 HIGHLAND BEACH BUILDING DEPARTMENT �gnwr Aal W, 6W610, Pf. �4t� C4=k Crmk, r Lower Concrete Dock n n1 NAvn .0 pin pile, driven to refur w/ #5 hook bar and grout filled. Min. 3" int cap return Max. spacing 10' o.c. General Notes: 1. All concrete to be 5000 psi, 28 day comp. strength. 2. All steel rebar to be Grade 60. 3. Concrete shall be properly cured. 4. Contractor to obtain utiliY-800-432-4770. clearance prior to pile driving. Call Seawall Cap Return n.t.s. ALAN W. GARCIA, P.E. FL. REG. #42654 1PH LR I E U J U N 11 2020 HIGHLAND BEACH BUILDING DEPARTMENT Joe: Below are comments regarding your resubmittal, date stamped May 13, 2020: 1. You've added a new item to your request — "(2) 10 foot seawall returns" which were not part of your original submittal. On the newly submitted sheet "typical seawall cap return," indicate (on sheet) whether seawall return is at grade or above grade (given that there is no legend, is not clear). If the seawall return is above grade, then you would need to revise the approved site plan (see No. 2 below) to reflect the proposed location and dimensions to include height and length of the seawall return. 2. Previous comment number 1 not addressed - Submitted plan sheet (note there is no sheet number or title) that reflects proposed upper and lower docks in green and yellow respectively needs to be properly dimensioned and to scale. The proposed items and their dimensions need to be reflected on the approved site plan (approved by the Planning Board on 6-12-2019). Please provide approved site plan amended accordingly. 3. Please see my previous comment number 5 (emailed to you on April 20, 2020) regarding survey. As previously noted, survey needs to be prepared within one year prior to your submission and signed and sealed. 4. As previously noted in comment no. 6, pursuant to Section 6-128(b) of the Town Code, all seawalls west of State Road A1A shall be in excess of plus six (+6.00) feet elevation above mean sea level. You have indicated on the lower and upper concrete docks sheets, a 6.0 NAVD - revise accordingly. In addition, revise new cap extension sheet 1 to reflect height of seawall. 5. Note that I am still waiting to hear from Army Corps of Engineers (Trey Fraley) regarding the status of your FDEP approval (see my May 7, 2020 email- attached). 6. Please provide a response to each comment above and please provide both hardcopy and electronic versions of revised documents. 7. Additional comments may be forthcoming. Please contact me if you should have any questions on the above comments. "OECOYM5 n , 105 SEA —TECH n a b � �' i Fw. if �"� .+f S � 'i ¢. f F aa. tO:ia, - INCO MAY 132020 HIGHLAND BEACH BUILDING DEPA2TMFNT 1649 SW 1st WAY # 5 , DEERFIELD BEACH, FL 33441 OFFICE: (954) 480-2607 MARINE CONTRACTORS FAX: (954) 480-6707 COMPLETE MARINE CONSTRUCTION SERVICES LIC. # 92-1326 - # U I7787 wrwrwr.seatechconstruction.com SEAWALLS -DOCKS -PILES -BARGES -NEW -REPAIR INSURED BONDED May 13, 2020 RE: Schneid residence Address- 4410 Tranquility Dr Dear Planning, 1,2&3 Revised sheets have been submitted in 11 x 17 and are labeled: Post Construction Plan View, Lower Concrete Dock, Upper Concrete Dock and Seawall Cap Return. 4. FDEP with copy of drawing have been included 5. A sealed survey with the existing dock was provided. 6. 6.0' NAVD is called out on the Post Construction Plan View, Lower Concrete Dock and Upper Concrete Dock Plans 7. This letter Sincerely, Joe Gilio G3E5ENED OFFICE: (954) 480-2607 FAX: (954) 480-6707 COMPLETE MARINE CONSTRUCTION SERVICES www.seatecliconstruction.com SEAVVALLS-DOCKS-PILES-BARGES-NEW-REPAIR May 13, 2020 RE: Schneid residence Address- 4410 Tranquility Dr Dear Building Official, MAY 1. 3 2020 HIGHLAND BEACH BUILDING DEPARTMENT MARINE CONTRACTORS LIC. # 92-1326 - # U 17787 INSURED BONDED L 2) & 3 Revised sheets have been submitted in 11 x 17 and are labeled: Post Construction Plan View, Lower Concrete Dock, Upper Concrete Dock and Seawall Cap Return. Sincerely, Joe Gilio From: Building Code Official To: Inarid Allen Subject: RE: dock/seawall Date: Monday, April 20, 2020 8:34:49 AM Ingrid, I have the following comments for this project: 1. All drawings are scanned and not original PDFs, therefore making some verbiage illegible. 2. None of the drawings are signed and sealed by a registered design professions. Language specifically states the drawings were not reviewed by an engineer. 3. One of my concerns would be details for the elevation of the seawall meeting the minimum height requirement of 6' NAVD and at the same time letting the applicant know that the BFE was going up another 1-2' in the coming months. Sincerely, Jeff Remas - Building Official Town Of Highland Beach li Z I www highlandbeach.us From: Ingrid Allen <iallen@highlandbeach.us> Sent: Friday, April 17, 2020 8:58 AM To: Building Code Official <bco@highlandbeach.us> Subject: FW: dock/seawall In response to your email from yesterday evening regarding seawall revie\n Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us n J �-- <l �A- PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Ingrid Allen Sent: Tuesday, April 7, 2020 12:38 PM To: Building Code Official <bco(@high landbeach.us> Subject: FW: dock/seawall Jeff: Attached is a development order application to remove an existing dock and install new docks and piles and a new seawall. Please review and provide any comments. Thanks, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Joe Gilio <ioePseatechconstruction.com> Sent: Thursday, April 2, 2020 1:04 PM To: Ingrid Allen <iallen(@highlandbeach.us> Subject: dock/seawall Good afternoon Ingrid Please see attached for 4410 Tranquility Dr Joe Sea Tech Construction 954-480-2607 Be Counted, Highland Beach! Visit http://hiahlandbeach.us/census-2020 for more information. 25' Setback 1 / I 10' Seawall return Seawall Elevation 6.0 NAVD Z �r Canal 95' Rghf of Way (P.P. 25) p.9. 97) P.P.C.R.) Tx 100' Upper level Dock _ 4' x 30' Lower Level Dock 4.5 x 200' __-- Seawall Cap at 6.0 NAVD88 'Post Construction Plan View: �1. Remove existing dock, files, batter piles 2. Install 2001f new seaway cap with cap extension 3. Install Tx100' Upper Level Concrete Dock and piles 4. Install 4'x3O' Lower Level Concrete Dock and piles 5. (2) 10' seawall returns Seawall Elevation 6.0 NA DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 MPH E[� MAY 13 2020 HIGHLAND BEACH BUILDING DEPARTMENT M., z 0-0>� ca �- U Q) z r� DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 MPH PrN46 wwurwl 2,#8 45 at each Pilo iocA*rl N" "I 6C cai4m" twoq Into Pik v�5 +#� ��Cd 101' ox, Hoc� W/ twm 4tmoo pie �0' t"w Oak 711111 W/ ow, 'I.%" Z [211 4-/ N Kos) dow Mo., 10' M&mAc6cnt, 1211 x 011 Cmaete Poc� Umd' Pic pil, (Cap, 5i4 Kip-50 :24 " Ho A-mm m1n. 10' m4vAAmq* exw pled Mr 5trawd 161, hw4&1 Topical Pock 5ecticn Property line / wetface - *4,., T 0 110;� pock P1,16. Alan W. Garcia, P.E. Fla. Reg. #42564 c4dr" w4' 1, A 6c 2, Al 'Add, (C4 to 616 6r*44 60,1 C�radtd " 6e pr4 arej! C*rwto- to 06talm ' 4 ddway'd pror to Pic alrN"' U 1 Rax-02-4170' 6.0 NAVD88 Cap Extension 5 wTtic.A 17, at' md -# 5- ftrzaa 36 11 711 E C�LE �l t j,� � MY 13 2020 HIGHLAND BEACH _EUILDING- DEPARTMIE111 Palk ;tt 4 dm� kooks " (1) ��I ti�tw av a 24" ox. doow�!i 5 t4v -I f= 11 Schneid M'. W Cwcm' P4 42 2 RN 0* 5+rimt I Lmver Concrete Dock DESIGN IS PER FBC 6TH EDITION 2017, WITH WIND LOADS PER ASCE 7-10 170 Wr W , Il w/ Cow sw 0 I � � 1, oxi i1 M P16 �} Kipp) Imo, 1' } xw pie � o fHp Ical bock tl�t,9� m ph Ia' Mft Pater 12"x12«�a�P4 pis , � ) Mini 1' �. 6W Pj6 prsArewJ s4"� loll w , 5ection Alan W. Garcia, P.E. Fla. Reg. #42564 41 cairwta to k6lin Wltq dwaza B51 7" Property line / wetface 7' 11 " ?? e" �ep.i;tia' '{{'�'fFt'IS`,e"': {.a11''�t. 1(il {I �i�i�r'•+�;�•/,.��.I��f'Ir�''.e��'�J'FJ1 ;1•�`"t;N11 d, 'CF � ''S �. � .�1NY �e V 1 1 f r �•Y 1 �t r FiR 4n�' �4 F �.. F�� .; +' d { 1 F1f f it 7 •'li{ MAY 13 ZOZO HIGHLAND BEACH BUILDIfti� DE=PARTPY1EfVT Pmk am&-+4m �m ( 2) #4 c6w� ", aW ( 1) dmA kto cap fawl *5 %" a 241, O'C' emai &4-s iiv cap min -511, (6) #4 cm*w5 �*-1 faw awreid F I �� t 2h Al tW m6w to W aimd4 60, ! to r I�✓ s .•r Ower" 6.0 NAVD88 8" Thick Cap Extension and 5eowdl 4 P NjMff�u�w- W, 6ffda Pt NW �-T41 *eA Schneid p per U Concrete Dock [cL �-, [D- 45 cont. 12" o.c. 3" galy. sched 40 steel pin pile, driven to refuel w/ #5 hook bar and grout filled. Min. 3" int cap return Max. spacing 10' o.c. General Notes: 1. All concrete to be 5000 psi, 28 day comp. strength. 2. All steel rebar to be Grade 60. 3. Concrete shall be properly cured. 4. Contractor to obtain utiliY-800-432-4770. clearance prior to pile driving. Call Seawall Cap Return n1s. ALAN W. GARCIA, P.E. FL. REG. #42654 MAY 13 2020 HIGHLAND BEACH BUILDING DEPARTMENT DESIGN IS PER PBC 6TH EDITION 2017, KITH WIND LOADS PER ASCE 7-1 0 1 70MPH Owner: Schneid Contractor: Seatech Construction Engineer: Alan W. Garcia P.E. 4202 NW 54th street Coconut Creek, FL 33073 Typical Seawall Cap Return Sheet 1 of 1 Design By: AWG Drawn By: AWG Checked By: AWG Miami -Dade (Corporate) Office Broward Office Palm Beach Office mn 343 Almeria Avenue 100 SE 12th Street 1910 North Florida Mango Road Coral Gables, FL 33134 Fort Lauderdale, FL 33316 West Palm Beach, FL 33409 cap gavewnment Phone:305.448.1711 Phone:954.888.9882 Phone:561.508.0615 410 Tranquility Drive Dock Seawall Electronic Plan Review Results Project Information ____._._.__.....__._._._.W..__....._... w......... . ...... _.._......_____.___._..__._..__............ _................ ... .._...,... ___.__.._._____. Phase Submittal: 100% Construction Documents A/: Facility Name: 4410 Tranquility Drive Dock Plans Dated: 05/20/2020 Seawall Project Name: 4410 Tranquility Drive Dock Plans Received: 5/20/20 Seawall Project No: 4410 Tranquility Drive Dock eview5/27/20 Seawall Completed: Building Code: FBC2017 Review Status: Review Cycle Closed Out - Awaiting administrative approval ProjectDock Seawall Engineering Description: .........._.._._..............._..........._........._......._.._._..........._...................._............_.................._...._......._......................W........_..........w._......................._................._..._.............._.__.........•......_......................._......._...............__......_...........................................a.e....__.._....m Plan Review Summary ..__.......__..___.___..._.._........._..........._....................._.........................._..._.........._........_......__...._.....__.._._.�._._..........._..._......_............__...__._... Discipline Status Reviewer Email Phone License 00) Structural Disapproved Ivan Rodriguez irodriguez@capfla.com 3054481711 AR0012223 01) Building Not Applicable 02) Mechanical Not Applicable 03) Electrical Not Applicable 04) Plumbing Not Applicable 05) Gas Not Applicable 06) Engineering/Civil Approved Mohan Thampi mthampi@capfla.com 3054481711 PE42777 07) Fire Not Applicable 08) Roofing Not Applicable 09) Zoning Not Applicable 10) Landscape Not Applicable 11) Flood Plain Not Applicable Admin-Stamp Not Applicable Plans and specifications review is performed in accordance with the Florida Building Code, Florida Statuses and all applicable codes. Created with idtPlans_Review 4410 Tranquility Drive Cock Seawall Page 1 of 2 5/27/20 1. Engineering Mandatory CAP GOVERNMENT, Plans do not seem to have signatures. Provide plans, stamped & signed by a design INC. professional for review and approval. FS 471.003 (2) M, FS 471.025, FBC 107.2.1 CAP GOVERNMENT, Provide a site as per FBC 107.2.5 Site plan - INC. The construction documents submitted with the application for permit shall be Ivan Rodriguez accompanied by a site plan showing to scale the size and location of new construction 5/26/20 5:23 PM and existing structures to be demolished, distances from lot lines,...... and it shall be Express Workflow -1 drawn in accordance with an accurate boundary line survey. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structures and construction that are to remain on the site or plot. [Ver. 2] [Edited By Ivan Rodriguez] 3. structural calculations Mandatory CAP GOVERNMENT, INC. Ivan Rodriguez Provide signed and sealed structural calculations for design loads, piles, beams, slabs, etc. and 100% calculations for the entire project. FBC 1604.1 r,jer. 2] [Edited By Ivan Rodriguez] No closed Issues Found Created with idtPlans Review 4410 Tranquility Drive Dock Seawall Page 2 of 2 5/27/20 HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 637-2012 SUBJECT: Schneid Residence — Development Approval No. 20-0004 ADDRESS: 4410 Tranquility Drive ZONING DISTRICT: Residential Single -Family (RS) The Planning comments provided below are based on the Development Approval Application packet (DO #20-0004) submitted to the Town (electronically on 4-2-20 and by hardcopy on 4-8-20) requesting the removal of an existing dock, installation of a 820 sf marginal dock, and the construction of a seawall cap along existing 200 In. ft. sea wall. The property is zoned Residential Single -Family (RS) with a Future Land Use designation of Single Family. 1. Submitted plan sheet (note there is no sheet number or title) that reflects proposed upper and lower docks in green and yellow respectively needs to be properly dimensioned and to scale. 2. All hardcopy and electronic submittal documents must match. There are inconsistencies between the following hardcopy sheets and electronic sheets submitted. a. Sheet H1 provided electronically but not hardcopy (not sure why hardscape plan was submitted). b. Site plan sheet (A-1) was submitted via hardcopy but not provided in electronic submittal. c. The title description of the upper and lower concrete dock sheets varies between the hardcopy and electronic versions. 3. Section 30-68(h)(1) of the Town Code states that mooring facilities shall be located in a canal or waterway at least eighty feet in width. Provide surveyed measurements to scale demonstrating compliance. 4. FDEP correspondence you provided, dated March 12, 2020, references "attached drawings;" however, drawings are not attached as part of the FDEP correspondence. Please provide drawings in ledger size (11"X17") - note these typically include existing and proposed conditions (dimensioned and to scale) and dimensioned cross -sections. 5. FDEP correspondence indicates removal of existing 160 sf dock. The two (2) hardcopy surveys provided by applicant on April 8, 2020 (a 'boundary survey' and a 'boundary and topography survey') do not reflect the 160 sf dock and are not signed and sealed. Note that the hardcopy surveys and the survey provided electronically on April 2, 2020, do not match — they are three (3) distinct surveys. The survey needs to reflect existing conditions (not proposed) and pursuant to Section 30-33(f), the survey shall have been completed within one year of the date the application is submitted. Please provide correct survey. 6. Pursuant to Section 6-128(b) of the Town Code, all seawalls west of State Road A1A shall be in excess of plus six (+6.00) feet elevation above mean sea level. The applicant's new cap extension sheet 1 of 1 does not reflect height of seawall. Provide on sheet, height of seawall as provided herein. Note that according to the development order application checklist, all hardcopy drawings shall be provided in ledger size (11X17). 7. As part of your resubmittal, provide a response document that addresses all comments individually. 8. Additional comments may be forthcoming. Should you have any questions regarding these comments, please feel free to email me at iallen@high landbeach.us From: Ingrid Allen A-/i-c Carol/Lindsay: While I was in the office yesterday, I reviewed the hardcopy Development Order Application packet for the above -referenced address. Note that submittal is not complete, the applicant did not submit the following pursuant to the Development Approval checklist: 1. Ledger size copies of all drawings and detail sheets 2. Survey is not legible cannot read survey date or surveyor's report 3. In terms of proof of ownership, haven't we required a warranty deed for all development approval applications? They only submitted a property detail sheet from the Palm Beach County property appraiser. Let me know, we should have a warranty deed. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.hiRhlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Building Code Official To: Inarid Allen Subject: RE: dock/seawall Date: Monday, April 20, 2020 8:34:49 AM Ingrid, I have the following comments for this project: 1. All drawings are scanned and not original PDFs, therefore making some verbiage illegible. 2. None of the drawings are signed and sealed by a registered design professions. Language specifically states the drawings were not reviewed by an engineer. 3. One of my concerns would be details for the elevation of the seawall meeting the minimum height requirement of 6' NAVD and at the same time letting the applicant know that the BFE was going up another 1-2' in the coming months. Sincerely, �y Jeff Rernas ' Building Official Town Of Highland Beach h z//www highlandbeach u From: Ingrid Allen <iallen@highlandbeach.us> Sent: Friday, April 17, 2020 8:58 AM To: Building Code Official <bco@highland beach. us> Subject: FW: dock/seawall In response to your email from yesterday evening regarding seawall review for 4410 Tranquility Drive. Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Ingrid Allen Sent: Tuesday, April 7, 2020 12:38 PM To: Building Code Official <bco(@highlandbeach.us> Subject: FW: dock/seawall Jeff: Attached is a development order application to remove an existing dock and install new docks and piles and a new seawall. Please review and provide any comments. Thanks, Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 P. (561) 637-2012 F. (561) 278-2606 www.highlandbeach.us PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding town business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: Joe Gilio <ioePseatechconstruction.com> Sent: Thursday, April 2, 2020 1:04 PM To: Ingrid Allen <iallenC@highlandbeach.us> Subject: dock/seawall Good afternoon Ingrid Please see attached for 4410 Tranquility Dr Joe Sea Tech Construction 954-480-2607 Be Counted, Highland Beach! Visit http://hiahlandbeach.us/census-2020/ for more information. HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 637-2012 SUBJECT: Schneid Residence — Development Approval No. 20-0004 ADDRESS: 4410 Tranquility Drive ZONING DISTRICT: Residential Single -Family (RS) The Planning comments provided below are based on the Development Approval Application packet (DO #20-0004) submitted to the Town (electronically on 4-2-20 and by hardcopy on 4-8-20) requesting the removal of an existing dock, installation of a 820 sf marginal dock, and the construction of a seawall cap along existing 200 In. ft. sea wall. The property is zoned Residential Single -Family (RS) with a Future Land Use designation of Single Family. 1. Submitted plan sheet (note there is no sheet number or title) that reflects proposed upper and lower docks in green and yellow respectively needs to be properly dimensioned and to scale. 2. All hardcopy and electronic submittal documents must match. There are inconsistencies between the following hardcopy sheets and electronic sheets submitted. a. Sheet H1 provided electronically but not hardcopy (not sure why hardscape plan was submitted). b. Site plan sheet (A-1) was submitted via hardcopy but not provided in electronic submittal. c. The title description of the upper and lower concrete dock sheets varies between the hardcopy and electronic versions. 3. Section 30-68(h)(1) of the Town Code states that mooring facilities shall be located in a canal or waterway at least eighty feet in width. Provide surveyed measurements to scale demonstrating compliance. 4. FDEP correspondence you provided, dated March 12, 2020, references "attached drawings;" however, drawings are not attached as part of the FDEP correspondence. Please provide drawings in ledger size (11"X17") - note these typically include existing and proposed conditions (dimensioned and to scale) and dimensioned cross -sections. 5. FDEP correspondence indicates removal of existing 160 sf dock. The two (2) hardcopy surveys provided by applicant on April 8, 2020 (a 'boundary survey' and a 'boundary and topography survey') do not reflect the 160 sf dock and are not signed and sealed. Note that the hardcopy surveys and the survey provided electronically on April 2, 2020, do not match —they are three (3) distinct surveys. The survey needs to reflect existing conditions (not proposed) and pursuant to Section 30-33(f), the survey shall have been completed within one year of the date the application is submitted. Please provide correct survey. 6. Pursuant to Section 6-128(b) of the Town Code, all seawalls west of State Road A1A shall be in excess of plus six (+6.00) feet elevation above mean sea level. The applicant's new cap extension sheet 1 of 1 does not reflect height of seawall. Provide on sheet, height of seawall as provided herein. Note that according to the development order application checklist, all hardcopy drawings shall be provided in ledger size (11X17). 7. As part of your resubmittal, provide a response document that addresses all comments individually. 8. Additional comments may be forthcoming. Should you have any questions regarding these comments, please feel free to email me at iallen@highlandbeach.us Ingrid Allen From: Building Code Official Sent: Wednesday, April 22, 2020 2:23 PM To: Ingrid Allen Subject: RE: 4410 Tranquility Drive Ingrid, This is my official response. NGVD was established in 1929 based on mean sea level but was replaced by NAVD 1988 which was implemented in 1991. NAVD is also based on mean sea level but with a modern, more accurate measuring system. The Town of Highland Beach has FIRM maps that are all based on NAVD and the ordinance is question was amended in 2012, 2018 & 2020 and does not specify that the elevation is to revert to the outdated, antiquated 1929 NGVD. All elevations for any construction in The Town of Highland Beach will comply with elevations based on NAVD. Sincerely, Jeff Rernas Building Official Town Of Highland Beach http: L/ www.highlandbeach.us From: Ingrid Allen <ialien @highland beach.us> Sent: Wednesday, April 22, 2020 2:02 PM To: Building Code Official <bco@highland beach. us> Subject: 4410 Tranquility Drive Jeff: f I spoke with Joe Giglio yesterday, the authorized agent for the proposed seawall cap and dock at the address referenced above. One of my comments (see comment #6 attached) references Section 6-128(b) which states verbatim that all seawalls west of State Road A1A shall be in excess of plus six (+6.00) feet elevation above mean sea level. Your comment mimicked mine and included the reference to NAVD. Joe is telling me that mean sea level is NGVD and therefore is questioning why he needs to provide NAVD measurements. I am not sure his statement about NGVD is correct, your thoughts? Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach, FL 33487 RD E C E�Mrf APR 8 2020 HTGHEAMD HC 4410 Tranquility Drive BUILDING DEPARTMENT 1 inessage w.. Joe Gilio <joe@seatechconstruction.co > Lindsay Winters <LWinters@highlandbeach.us> Wed, Apr 8, 2020 at 1:53 PM To: Joe Gilio <joe@seatechconstruction.com> Cc: Ingrid Allen <iallen@highlandbeach.us> Hello Joe, Ingrid Allen, Town Planner reviewed the hardcopy Development Order Application packet for the above -referenced address. Please note that the submittal is not complete, the following was not submitted pursuant to the Development Approval checklist: 1. Ledger size copies of all drawings and detail sheets 2. Survey is not legible cannot read survey date or surveyor's report 3. A Warranty Deed Feel free to contact Ingrid Allen with any questions. Thank you. { Permit Tech. 17own Of Highland Beach a Building Department http://%ww. highlandbeach. us Be Counted, Highland Beach! °�° Visit http://highlar-idbeach.us/census-2020/ for more information. PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public CFN 20180483108 OR BK 30332 PG 130 RECORDED 12/2812018 09:46:19 Palm Beach County, Florida AMT 1,895,000.00 DEED DOC 13,265,00 Sharon R. Bock CLERK & COMPTROLLER Pgs 0130-0131; (2Pgs) [[RD E DEFD)T ti-ament Prepared by id Re um it),rDOZ020 DH A R 02 d Re L I APR 8 2020 Title Company, In Lo lbert Klein, Esq A9911, i Z020 Patch 6 100 Glad p.-�A, Ste 204, HIGHLAND BEAR"-H Boca RaV,80605 33434 BUILDING DEPARTMENT HIGHLAND BEACH UI L I Our File BUILDING DEPARTMENT Property ApRr-4s Parcel Identification (Folio) Nutiiber'A'4-43-47-04-02-003-01 10 Space above this line for Recording Data WARJUNTY DEED THIS WAft RANTYD dmade the day of December, 2018 by Carole Zion, a single woman, whose post o ress is 4313 Intracoastal Drive, Highland Beach, F114 33487 herein called the Grantor, S to Danielle Schneld and D- hneid, wife and husband whose post office address is c/o, Robertson, Anschutz & Schneid, P.L=ngress Avenue, Suite 100, Boca Raton, Florida 33487, hereinafter called the Grantees: (Wherever used herein the ferms "Gr. tot ' and "Griintee" include all the parties to this instrument and the heirs, legal representatives and mysigns of individua s, , successors and assigns qfcorporations) (�rbr-an in consideration I P W I T N E S S E T H.- That the Granto f d' onsiderafion of the sum ol'TEN AND 001100'S ($10.00) Dollars and other valuable considerations, recelp reef is hereby acknowledged, hereby grants, bargains, sells, aliens, r-=ises., releases, conveys and confirms un Grantee all that certain land situate in Palm Beach County,, State of Florida, viz.: '�A-0 e'� Lot 11, Block 3, Bel Lido, according to th'r plat thereof, as recorded in Plat Book 25, Page 97, of the Public Records of Palm Beach County, Florida. SUBJECT TO restrictions, reservations, covenants and casements of record which are not reimposed by this deed; and taxes for the year 2019 and subsequent thereto; and all applicable zoning ordinances. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining TO 11 AVE AND TO HOLD, the same in fee simple forever. AND, the Grantor hereby covenants with said Grantees that the Grantor is lawfully seined of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. and that said land is free of all encumbrances, except taxes accruing subsequent to December ' ) 1, 20 IS. File No,. 2180005 1,TF CFN 20180483108 BOOK 30332 PAGE 131 2 OF 2 IN ITNESS WHEREOF, the said Grantor has signed and scaled these presents the day and year first above written. S, s I d deliv in the presence of: .:*Ge (41 gru'r e '-v -n Witness #?tp;�dd acne (Sea]) Carole Zion Witness YYSig -- Witness #2 PMted fWnie 0 State of Florida County of Palm Reach The foregoing instrument was ackil e before me this day of December. 2018, by Carole Zion, who is personally known to me or has prod as identification. SEAL NO A Krinted Notary Name My Commission Expires: LORRI 3. KOLSERT KLON MY COWSSION # GG 151724 EXPIRES: CMober 29, W21 File No 2180005 t1f 6criaA Notev 1, All cmaetd to be 0000 psi, 28 c* comp, -Arm#. 2, All staff rd6w to 6s 4,viv 60, cmhov to &60 A4 dw&xe Prix topic drom, Cal{ HM-4N-4110' (,� W-7 12" 9W, 481, 1141, W/ 4-#cal 6-0 a #?5 kxpp:� A to Ox, �._._____ Hook vertical to sk sW IWO fqcp,/ W/ typical hock bars, pry Lliv 8'' thck retaimmol wall 711111 # ti ck catreta dad, w/ # 4 MCI 12" ox., ach way Wviom W/ cow, O'C' Pock amftt4w lu" 2) # 4 down hW;6 Aid ( 1) 610Wel 14 provide add ai a 24" ox. epN do eig 2,#8 krs Ntvld Pile WitOCMM101'' (6) #4004LO6 at each pile locatw. 51, W 48b, top - I fare pe" 4WI 66 W-oq Into pile Out6166 pock Pile 12" K 12" CAWdtd Min Deer 18 * (Cir, M Kos) Max Pattar 29 drtM Ir""' 10' Mtb&"AnMt' 12"X 112" C4MeO 190d� rd*'d Pild Prd'AxOMW A -Sid!' 241, into slab. drtw min, 10'a-beddma� VxW pile praWswd Waido 161, *,o4eb, �X' ravd, rk Oro 5caw-Al GeV Schneid C#itradm 5eatadi Cmoxwt4w PA I I (- . -;;� Pile erminw; fiev W 114:202 (xcmu�Crmk, rL ?�5 Man W, GarclQ' P,E. Fla, Reg, #42564 r V Lower Concrete Dock AM Pimftft OWWNAW L APR HIGHLANE, BUILDING DEPA 12" x 12" , 48" h , W/ 4-#0 wrv(A berg hops A 1O" ox. wr'�Cd to $46 sw Wetfaee/ W/ tgpa hook bars, i` 11" �ropi°r�u LI►t� e" thkk Cm arm dea w/ # 5 12" of,, OS& W04 bock m W/ v i co441'1. �i ire �~ r Rt•, �:415;�., � t��. .f, �+,,.,�I��,t �ot� .��.? ,�t ��,. t` /�,.� Pro4o addl anal 248 s extend pile at each pile 6-,a , 3" inio slab, �.arg si�il !as caaan.,ar} W~hl into pile *wu6 12" x 12" C.onm*o pile ( Gap, M Kips) Aqw mint 1O' a bawmemb. OxW pie pre*keomd 9VA1 s 241, 1* slab, 12" 4-1/ Min Batter 16 Max Gutter 2� 12" x 12" (zwete pvdC pie ( Gap, M K4*) drtm msn.10' end. extend pile prastr~stands 011 w "I fix, ravel, NO mid 5mmeil Cap ingkL NA Foe Alan W. Garcia, P.E. Fla. Reg. #42564 Gwmrd Note% I , Ai aweto to be 5000 psi, 28 e* camp, Ar, 2, Al del ro6w to ba 4vw6 60, 5. Cmvte ShA W pr erl4 0*011 4. Cc�tr/�{ ctor tt of /amain ut!ltt��/c�l/��a/r�/tnca //� r(� J�(/ �J "to pile .R i•ig4 � I r�/v -02-4 / I V , a'l thick m Wdl #y wrt;ci 12" ox, home "W dais, end # 5 horl 9"' ox, Pock camas hr Poo (2) #4 dowel hog 6 and (1) "b r& cap fmc, #� %"w 0 24" ox. tpmq dowel ►rto cap mh 5" , (6) #4 part mii a top ^ I face D DD A PR 8 2020 HIGHLAND QEACH BUILDING GEpgRTMt:NT Yluvre a � U� 25' Setback\` 7' x 100' Upper level Dock 4' x 30' Lower Level Hoek 4.5 x 200' Seawall Cap Post Construction Plan view ,,4,�, c4o,,p 1 Remove existing dock, piles, batter piles 2. Install 2001f new seawall cap W,A+�5 -icy 3. Install 7'xl 00' Upper Level Concrete Dock and piles 4. Install 4'x30' Lower Level Concrete Dock and piles 14" 45' Setback I aka � I it n r7i >�� z�� > 0(0 I N "V �� I ro c`, I I APR $ 2020 I' 8UILOING, DEPART ENT I ( 12' Note: Cap Over Pour Shall be poured against sound, structural seawall cap. Remove any spalled or cracked existing cap concrete. 6 V mac'' a �fV t - #5 continuous top of new cap 14-24" typically #3 hook bar DESIGN IS PER FBC 6TH EDITION 2017, WITH @ 24" C.C. WIND LOADS PER ASCE 7-10 170MPH GENERAL NOTES: 1. All concrete to be 5000 psi. 2. All steel to be grade 60. 3. Min. Concrete cover to be 3". 4. All concrete to be cured properly. 5. Contractor to obtain utility clearance prior to pile driving. Call 1-800-432-4770. x 2" precast concrete pile i embedment 10' w/ 10 i bearing capacity �ated at each king pile. tend prestressed strands 18" into new cap. 1. 18 deg. batter angle. ix 25 deg. batter angle. of batter piles = 25 Alan W. Garcia, P.E. Fla. Reg. #42564 Owner- sc_�nei Contractor: Sea Tech Const. 1 Engineer: Alan W. Garcia, P.E. 4202 NW 54th Street Coconut Creek, FL 33073 New Cap Extension Sheet 1 of 1 Design By: AWG Drawn By: AWG Checked By: AWG APR 8 2020 HIGHLAND BEACH (LDING DEPARTMENT laor iRANOEACH HIGHLAND BEACH, FLORIDA �>.? �_. CANAL .. - \\ __ D9'•B° rimmf WALL LEFYTHJ __ -- -- .-- -- '---� (BALL. LENGTH) (BALL. LENGTH)EBB THAN THAN 2m>• LE55 THAN 2mf ` �,�� PROVIDE ELECTRICAL 4 PLUMBING-- Gf WALL LENGTH OF WALL LENGTH DOCK PEDESTAL j — STUB -OJT FOR FUTURE BOAT LIFT IXISTNG CO4CI�TE li 65' (UNDER SEPARATE PEWIT)'V p Ail SEAWALL CAP -�- M 25' ¢ w ry ❑. -- „ 1... ----- -------------- - BY OTHERS) R=SO.00' O u �- NO1043'58"E 162.25' Q nN o:' a --� a Z S — PROVIDE ELECTRICAL - - ` •\` - -- �Y V PLUMBING STUB-OUNTAINMIRE FEATURr FOR 17g 48 VICINITY MAP � J F (WIDER SEPARATE \` a m -.. � I POOL DECK 4 m o g W5- p( PERMITI \ I I PST OTHERS) e i ABLE - - -- --I -- - - --- -- --- --- -- i w a �' •\ A`p i r T OTHE J I A -0' D O 239' D Z E \ H' Z ( rF OTHERS) POOL SUN SHELF h a TYP • EQUIP. P I PSr orrERs) EGG' �'.\ $ 6o f F, O ' 2 POOL/SPA SPRINKLER EQUIP. �_______ _ — — — — —. — — ' — — — — — — — — — _ _ _ _ _ _ / fr \ \ - Z LANDSCAPE y I'. OPEN DECK ♦ \ - = F BUFFER (TTPJ - �'Y REFER TO CML ENGINEER PLANS a - ' = A/C h W/DISO FOR SITE DRAINAGE CALC.'S L z rjr E EV : m'-0'• 1 1 T 5 TYP. • EQUIP. P y / F NTPLACE / OU R FIN. PLR. ELEV. - 7.00' N.A.VD. FROFV ED RETAINING WALL \ FEMA ELEV. - 6.00' NA.V.D. W / a_O-•(\�EQ _ _ __ 129'-S" (OIERALL EUILDM DIMENSION) _ TOP s 65' NAVD. NOTE . ALL EXISTING GRADE ELEVATION TAGS 8HOWJ CN O �W 4' TALL FENCE ABOVE SITE PLAN ARE BASED ON NAND. ESTABLISHED HARCS RETAINING WALL - o N W 4' TALL FENCE N�� A,� FLOOD ZONE ABOVE A LOT -II- BLOCK 3 z� ♦ ��TbA?. THIS PROPERTY 18 LOCATED IN FLOOD ZONE AE, BF • EL r N N I �. �• \ 6.0 N.SVD.. ACCORDING TO FJRM. (FLOOD INSURANCE = O x < PROPOSED 2-STORY CBS D q°� a `'' RATE MAP) EDDEcnvE ON OCT. amn 8 CONST. BLDG. FOOTPRINT 2 ��k � z E �\ APE BUFFEReYPjA/C -2 W/DISC RR E"— T� v E10 APR 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT LANDSCAPE RIPPER (TTPJ ErER'iENCY GENERAOR LOT 12P�BLOCK3UNDER [CONTRACTOR TO VERIFYLOCATION PRIOR TO MST. CONSTRUCTION 7.42' FIN. FL. ?g� ROOF PITCH 1{:li BUILDING CODE ANALYSIS W F•, E ♦ . ♦ : 11,NEW TWO STORY, SINGLE FILY RESIDENCE LOCATED AT AM . I ELEV..m'-0" (�ID0' N.A.vDJ / \ ErPVe 441m T , FLO L A DRI /E, HKGHI.AND BEACH. PALM BEACH = a REF. FLOOR SLAB _ SOLAR TUBE ,m G' 1 CONTM'RRID TYPICAL OF 4N 3 A/C •4 PROJECT DESCRIP ofpc• TION Y�r CC TWO-STORY 5MGLE FAMILY RESIDENCE TO ACCOM IODATE: 4 Op`%I• BEORCO MS, 5 BATHS, LOFT, I POWER ROOM, I CABANA BATH, / G ✓ Q I THERAPY ROOM!, LIVING ROOT DINING ROOM. KITCHEN. - - ♦ PANTRY. FOYER GAME ROOM, BAR EXERCISE FDOM. MUSIC F ELECTRICAL METER —I-. • ') ROOT, MD ROCM, 2 LA NDRY RCOMS, 0) 2-CAR GARAGE, (U S I 1 r [_DA COVERED ENT WTH STORAGE AREA MEDIA CL05ET ■■ - (CONTRACTOR TO VERY LOG. O --I J COVERED ENTRY, COVERED PATIOS, 05AL COVERED O I j A WFP4L PRIOR TO INSTALLATION) ELEV., m'-m" BALCONIES, OPEN DECK G MECHANICAL ROOM 'k�� o - -� r wTAIN P.MP - WINE APPLICABLE CODES/ACTS LICENSE k' iA26C01043 F� G \ oPB+7 //`\ / \ I� F916IIA4M � A ♦ -(BT OTHERS) XO,IffRB)GL. TO VERIFY INSTALLATION m MOTORCOURT (BY oTHERB) \ \ 151 -- o \\ �i'—�6 R=40.00' ' A-] L=51.52' ` ❑54 CATCH BASIN A=73°47'59" MTT"R TRANQUILITY DRIVE 2.4� CUL-DE-SAC ASPHALT ROADWAY I 26S' \ d RAT A/C W DISC. 20I1 FBL. - RESIDENTIAL BUILDING CODE �FER ;n J AUTHORITY HAVING JURISDICTIONS V.: 0'-m° OTT OF HIGHLAND BEACH f ,Q TTP. •EQUIP. PAD 4� PALM BEACH COUNTY. FLORIDAt•C A/C 31WDIK 'gn LANDSCAPE BUILDING AREA: BUFFER (TYP.1 b0�,' TOTAL AJC BUILDING AREA: 1001. mm SO FT. JCAN T-' d' BUILDING HEIGHT: V ALOT U ,8•. 2 STORIES SINGLEA6 FAMILY RESIDENCE: 3m'-- AF 1. MINT 11 �V USER GROUP: LOT 1O GROUP R3 OCCUPANCY BLOCK 3 TYPE V CONSTRICTION SITE PLAN NOTES P/WLINE PAVER ISIL CONCRETE \\ CONCRETE Wi4G 5 OCHT. RESTRAINT (SEE NOTE'�""' SIDEWALK SIDEWALK PAVER BLOCK P BARD BEDDING �16_E E A A RESTRAINT SECTION A -A CONCRETE HEADER CURB 'EDGE OF ROADWAY PAVEMENT 1 - 6" COMPACTED LIME ROCK 2 - ALL SOLID CONCRETE PAVING UNITS FAST COMPLY WITH ASTM DESIGNATION C936-82, WITH A MINIMfM CONCRETE CO'IPRESSIVE STRENGTH OF 36m® P91 i PAVER BLOCK DRIVEWAY DETAIL A _ NOT TO SCALE D IE DD 2020 S ROAD a i1c. O N EACH U wzvoRTMENT T. GC- SHALL COORDINATE ALL RGHT-OF-WAY CONDITIONS W/ DRVEWAYS Q+ T - LEGAL DESCRIPTION Az �� 9 a LOT II, BLOCK 3, EEL LIDO, ACCORDING TO THE RAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE O ❑-I } Oj CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, IN PLAT BOCK 25, PAGE 91: TOGETHER WITH IMPROVEMENT& THERECN AND FIXTURES THEREN. U r^I J (SEE ATTAC4g SURVEY) V SITE CALCULATION TOTAL LOT AREA • B,AB4IDm SQ. FT. BUILDING AREA 5319IDm SC. F. DRIVEWAY.WALKWAY POOL, POOL DECK AND WATER FEATURE 404000 90 LANDSCAPE AREA 3AnI Sa PR. 3 eco �- N SITE PLAN SCALE: I/8"•I'-m" I 9 PfC,,g1 1 LfflE L 7 11, &,OCK (Aa, 4 PG_ 97P.t3 V? J £BEARIAiG si�sls 401 rsy 9 k, Y ry ig 4rs £ [� LAKE LOT M BLOCK 3 (AR 2.A Mc 97, AB.C.R sia 9eav < LOT 9, BLOCK 3 P r TRANQUILITY DRIVE zs>: %�raswt+o rvcai'TrFts ,;4"'--••--• _ _W.._.,.1�,.,.,.»� r��•r F{tt� f3F-�t#AY LOT t 4, BiLOCK 3 v �'• gbi zu w '� � Aft 3 �� ` \ YSi•9� �.�' .......... [ _. ..»..... � .� RkIt' AM : t � w � eF'ar. &iJrrirexk" p,s�.;uf• '1 '� „a 5,3 I t ; « " LOT 12, BLOCK 3 � LOT 13, BLOCK 3 (J',(t A F'o' 9%: F€ r—v, # (Aa 21 rw• 9Z P.AWr.J ti[ 1 RUSK9 . Xv.. rra 70 j t � I # # t # �t CANAL i a i V, £ �S 1 su f GRA€sttr SCALE .N FEET r NOTE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) 'i� f CATCk ft45dN -� eY.L.�iCat irrLITYfR' l Win It Off . fr. fixM iE UAVATM +�. CVOM ssr; ro SURVEYOWS REPORT. 1. Reproductions of this Stetch are not ,,did without the stgr!otw'e and the original rased seat of es Florida liccsad Sorveyor and Maypar. Additions or de€etions to this s veY map or' etyort by other than the n'£griog poe-ty #s prohibited withcr<,rt written cor£sent of Bte s€ryti: q party. 2. No Title Ophlon or At>strart to the suh,*t proyer'tx has been provided. it is passible that there ore Deeds, Easements, of other €nt£trurnwitsf £recorded or unnxorded) which may affect the s�jby'ect property. No s-trch of the Public Records has been made by the S,trveyvr. I The trend description shown hfsroar is in accord with the Warranty Deed recoded in Gf€ield€ Records Boa. 3D336, Papa 130 of the Public pecords of Palms Beach Csranty, norda. ro 4. No underground inTroverrsents wera looted. " 8. Distances rod crow shown hereon are in accord with the plat aml/or deed of retard and agree with the survey mRasurernenfs, unless othee noted, Beorin$p are aswmpe, used at the north lire of Lot 11, Stack 3 having a bearing of S45307E. r 6. The property describers her'ean. lies wrthsi Flood Zone AE i11l. 01 as Shown on the federal Emergerscr Monagement Agency (FEMA) Flood triwronce Rats May (FIRIA) Number 12,099C.098%, Community rotate€ *lumber 125111 06h`S9 F, doted 1D�ltal2f 17. 7. Efevationr shown Fenaon are ir: feet and based on the North Amarkan Vorticai Datum of 1988 MAW' 1988). 8, Beinchmorli. Description: National Geodetic Survey Benc itnork, Desivation Z 312, P#D A02675, Flasvotian - 3.71 feet (WAVD 1988), 9. Symbols shown herefsrs and in the legend may have been en urged for clorAy- These slnsbos have, been plotted at bhe cuter of the tis€d location and may not represent the actual shape or size of the feature. 10, This reap is fntended to be diW-ayed at a scale of 1 240 11, Property Addrevat 4410 Tranquility Vrive, 8ighland Search, Florida. 12. Abbreviation Legend: A/C = Air canditioner C = Caicufatedi A _ Central Angle r = a) c'ar£ter{sne: CONC. m Ckwiaete; EL. _ Elevation; EQU!". - Equiperier'; F.B. = 643 Boos; L Arc Length; L.B. = t.;wensed E mirsass MS - Measured; NAYD - North Arnerican Tort€rot Ddtufn: OW = Cwhead Wires; P = Per Rsseord Plat. P B. = Plot Book: PAG R = Palm Beach County Records, Pa. Page; F.L.S. » Professional Land Surveyor; P.S.M. m Profoss ibtoi Ssneyor & Mdgter; 4 Radius; W/CAP = Iffith aurv@ywrs Cap. LAND DESCRIPTION; Lot 11, Black 3, BEL UDO, wi ordir:g to the Map of Plot thereof as recorded in Plat Boar 2.5, Page 97. of the Public R*e Ords of Palm 83woh County, Florida, Said lands situate in the Total of Hioland Beach, F'am Booch County Florida and containing 11,484 square feet, more or lass. CERTIFICATION: i ? EK13Y CERTIFY tfrat the ottarfred ttoindary Survey of the herean descr'i.Led property is Erne and correct to the bosit of my knowledge and belief as surveyed in the field under my direction, i FILRIM mi1FY that this tsnundcxy Survey meals the Standards of practice set focth in Chaplet 5J-17, Florida Administratbc Code, FL=-juant to Chapter 472, Florida statutes. Date: ___------.._. JCftN T< Pa..S. Dfif;` m, Florida Registration No. 4409 AMPOM & AS of .ATES, ING: LB, No. 3=) ECEN ED y > " I O : 4 APR 2020 ?r i n HIGHLAND BEACH m 0 ILDING DEPARTMENT rt� APR 0.6 2020 HIGHLAND BEACH BUILDING DEPARTMENT David Schneid 4410 Tranquility Drive Highland Beach, Florida 33487 Ron DeSants Governor Jeanette Nefiez Lt. Governor Southeast District Office Noah Valenstein 3301 Gun Club Road, MSC 7210-1 Secretary West Palm Beach, FL 33406 561-681-6600 March 12, 2020 DEVELOPMENT ORDER # Re: File No.: 50-0385046-001-002-EE File Name: Schneid Dear David Schneid: ao - 000el On February 21, 2020, we received your request for verificat' n of exemption to perform the lk tov- fed following activities: (1) remove the existing 160 sq. ft. dock2) install an approximately 820 sq. t ft. marginal dock; and, (3) construct a seawall cap over -pour along the existing 200 In. ft. ' seawall. The project is located in the Intracoastal Waterway, Class III Waters, adjacent to 4410 Tranquility Dr, Highland Beach (Section 4, Township 47 South, Range 43 East), in Palm Beach County (Latitude N 26' 23' 52.11 ", Longitude W 80' 4' 7.19"). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project qualifies for all three. However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior- to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Kaitlyn Mallett at the letterhead address or at 561-681-6658, Kaitlyn.Mallett(fFloridaDEP.gov . wwt v. floriclaclep. �o v Project No.: 50-0385046-001-002-EE Project Name: Schneid Page 2 of 5 1. Regulatory Review — VERIFIED Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(5)(b) and (12)(d), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re -verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- NOT REQUIRED The activity does not appear to be located on sovereign submerged lands, and does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review - APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit V-R1, and a SEPARATE permit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 26, 2021. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 19 of the SPGP V-RI permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project. Special conditions required for your project are attached. A copy of the SPGP V-Rl with all terms and conditions and the General Conditions may be found at https://www.saj.usace.armv.m.ilCMissions/Re ug latory/Source-Book. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter- 18- 141 F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be Project No.: 50-0385046-001-002-EE Project Name: Schneid Page 3 of 5 final and effective until a subsequent order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28- 106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency Clerk Qdep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). Project No.: 50-0385046-001-002-EE Project Name: Schneid Page 4 of 5 The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.571 F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency —Clerk (Wep.state. Rus, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Project No.: 50-0385046-001-002-EE Project Name: Schneid Page 5 of 5 EXECUTION AND CLERKING Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Jeffrey Meyer Environmental Manager Southeast District Enclosures: Attachment A- Specific Exemption Rule Special Conditions for Federal Authorization for SPGP V-RI General Conditions for Federal Authorization for SPGP V-R1 Project drawings, 6 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP — Jeff Meyer, Kaitlyn Mallett Joe Gilio, Sea Tech Construction, 'oe d-,seatechconstruction.com Additional mailings: Matt Mitchell, Palm Beach County, Environmental Resources - mniitchell@pbc o� vorg Ingrid Allen, Highland Beach - iallen(cr),highlandbeach.us FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. Clerk March 12, 2020 Date Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating -related Work — (b) Installation of private docks, piers, and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2. No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. (12) Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization — (d) Installation of batter piles, king piles, or a seawall cap, used exclusively to stabilize and repair seawalls, provided they do not impede navigation. Rzdemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History New 10-1-13, Amended 6-1-18 Special Conditions for Federal Authorization for SPGP V-R1 Note: JAXBO (Jacksonville District's Programmatic Biological Opinion), referenced throughout, may be found online in the Jacksonville District Regulatory Division Sourcebook, or at htt://cdml6021..coritentdin.ocic.or ,,/ut.ils% jetf:ile/collection/ �16021coll d.11`57'7.. p------ -- --- -- ---------..........._..............g...--..........................--.-.-......_......................... _.1..............._......_..._.................................I-----.._..._ _-- The SPGP V-Rl instrument and all attachments may be found online through the Sourcebook, or athtt...................... ......._...._......_.._..............._.__......... ... In addition to the conditions specified above, the following Special Conditions apply to all projects reviewed and/or authorized under the SPGP V-Rl. Special Conditions for All Projects 1. Authorization, design and construction must adhere to the terms of the SPGP V-R1 instrument including the Procedure and Work Authorized sections. 2. Design and construction must adhere to the PDCs for In -Water Activities (Attachment 6, from PDCs AP.7 through AP11, inclusive, of JAXBO) (Reference: JAXBO PDC AP.1.). 3. All activities performed during daylight hours (Reference: JAXBO PDC AP.6.). 4. For all projects involving the installation of piles or sheet piles, the maximum number of piles, sheet piles or concrete slab walls or boatlifl I -beams installed by impact hammer per day is limited to no more than 5 per day. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized (Reference: Categories D and E of JAXBO PDCs for In -Water Noise from Pile and Sheet Pile Installation, page 86.). 5. Projects within the boundary of the NOAA Florida Keys National Marine Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs AP.14 and Al. 6). 6. Notifications to the Corps. For all authorizations under this SPGP V-RI., including Self - Certifications, the Permittee shall provide the following notifications to the Corps: a. Commencement Notification. Within 10 days before the date of initiating the work authorized by this permit or for each phase of the authorized project, the Permittee shall provide a written notification of the date of commencement of authorized work to the Corps. b. Corps Self -Certification Statement of Compliance form. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the "Self -Certification Statement of Compliance" form (fNtachntt >?) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self -Certification Statement of Compliance" form. The description of any deviations on the "Self - Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. c. Permit Transfer. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terins and conditions, have the transferee sign and date the enclosed form Attac.:.hmcnt_ 2. . d. Reporting Address. The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to the following address. (1) For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL, 32232-0019. (2) For electronic mail: SAJ-ILL) En1'i) �c emcnt(u usace.�zrrnv._m1l (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ- 2015-02575 on all submittals. 7. The District Engineer reserves the right to require that any request for authorization under this SPGP V-R1 be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP V-Rl does not automatically guarantee Federal authorization. 8. On a case -by -case basis, the Corps may impose additional Special Conditions which are deemed necessary to minimize adverse environmental impacts. 9. Failure to comply with all conditions of the SPGP V-R1 constitutes a violation of the Federal authorization. 10. No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Applicant/Permittee or other party on the Applicant's/Permittee's behalf, shall conduct a search of known historical properties by contracting a professional archaeologist, and contacting the Florida Master Site File at 850-245-6440 or SiteFile@dos. state.fl.us. The Applicant/Permittee can also research sites in the National Register Information System (NRIS). Information can be found at htt):%/www.er.nl-)s.@/i.i_i/rescai-ch. a. If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245-6333 and the Corps Regulatory Project Manager to assess the significance of the discovery and devise appropriate actions, including salvage operations. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7. b. In the unlikely event that human remains are identified, the remains will be treated in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall immediately cease and the local law authority, and the State Archaeologist (850-245- 6444) and the Corps Regulatory Project Manager shall immediately be notified. Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps. 11. The Permittee is responsible for obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations governing compliance with these laws. The Permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 12. For Projects authorized under this SPGP V-RI in navigable waters of the U.S., the Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 13. The SPGP V-RI will be valid through July 26, 2021 unless suspended or revoked by issuance of a public notice by the District Engineer. The Corps, in conjunction with the Federal resource agencies, will conduct periodic reviews to ensure that continuation of the permit during the period ending July 26, 2021, is not contrary to the public interest. The SPGP V-RI will not be extended beyond July 26, 2021, but may be replaced by a new SPGP. If revocation occurs, all future applications for activities covered by the SPGP V-RI will be evaluated by the Corps. 14. If the SPGP V-RI expires, is revoked, or is terminated prior to completion of the authorized work, authorization of activities which have commenced or are under contract to commence in reliance upon the SPGP V-RI will remain in effect provided the activity is completed within 12 months of the date the SPGP V-RI expired or was revoked. Special Conditions for Shoreline Stabilization Activities 1. Shoreline stabilization materials must be placed by hand around red mangrove prop roots (Reference: JAXBO PDC A1.3.). 2. Living shorelines can only be constructed in unvegetated, nearshore water along shorelines to create tidal marshes or mangrove habitat for the purpose of shoreline erosion control or aquatic habitat enhancement. Native plants can be placed along the shoreline or between the shoreline and the living shoreline structure (Reference: JAXBO PDC A7.4.). 3. Living shoreline structures and permanent wave attenuation structures can only be constructed out of the following materials: oyster breakwaters, clean limestone boulders or stone (sometimes contained in metal baskets or cages to contain the material), small mangrove islands, biologs, coir, rock sills, and pre -fabricated structures made of concrete and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth sawfish, or sturgeon (Reference: JAXBO PDC A7.5.). a. Reef balls or similar structures are authorized if are not open on the bottom, open -bottom structures with a top opening of at least 4 ft, and reef discs stacked on a pile are pre- fabricated structures are designed in a manner so that they do not trap sea turtles. b. Oyster reef materials shall be placed and constructed in a manner that ensures that materials will remain stable and that prevents movement of materials to surrounding areas (e.g., oysters will be contained in bags or attached to mats and loose culteh must be surrounded by contained bagged oysters or another stabilizing feature) (Reference: JAXBO PDC A7.2.). c. Oyster reef materials shall be placed in designated locations only (i.e., the materials shall not be indiscriminately dumped or allowed to spread outside of the reef structure) (Reference: JAXBO PDC A7.3.). d. Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). e. Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). f. Other materials are not authorized by this SPGP V-RI (Reference: JAXBO PDC A7.5.). 4. For living shorelines, only native plant species can be planted (Reference: JAXBO PDC A7.1.). Special Conditions for Docks, Piers, Associated Facilities, and other Minor Pilinu- Supported Structures 1. For temporary structures associated with marine events. Upon completion of the event, these structures must be removed and, to the maximum extent practical, the site must be restored to pre -construction elevations. Water depths in the area of marine events must be deep enough to support at least 5 ft of water depth under the keel of a vessel and between the keel of a vessel and Endangered Species Act listed coral colonies, if present, when transiting to the mooring areas (Reference: JAXBO PDC A2.1.4.). 2. Educational Signs. For commercial, multi -family, or public facilities, and marine events, signs must be posted as described below (Reference: These replicate JAXBO PDCs A.2.2 and A.2.2.1 to A.2.2.3., inclusive, within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, starting on page 112.): a. (A2.2.) For commercial, multi -family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook -and -line captures. The most current version of the signs that must be downloaded and sign installation guidance are available at: (httl?;Jls-o.nmfs_roaa,goti/11-otected_resources/section _7roected=sl_educational_s igns/index.htinl). The signs required to be posted by area are stated below: (1) (A2.2.1.) All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. (2) (A2.2.2.) Projects within the North Atlantic right whale educational sign zone shall post the Help Protect North Atlantic Right Whales sign. (3) (A2.2.3.) On the east coast of Florida, projects located within the St. Johns River and those occurring north of the St. Johns River to the Florida -Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida -Alabama line. 3. Monofilament Recycling Bins. For commercial, multi -family, or public facilities, monofilament recycling bins must be provided as described below (Reference: The below replicates PDC A.2.3 within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, the PDC itself on page 113 of the JAXBO.): a. (A2.3.) For commercial, multi -family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: (1) (A2.3.1.) Be constructed and labeled according to the instructions provided at llttp:myfwc.corn. (2) (A2.3.2.) Be maintained in working order and emptied frequently (according to http ;'/mrrp.myf 'c_coin standards) so that they do not overflow. 4. North Atlantic Right Whale. The attached North Atlantic Right Whale Information Form (Attachment 27) describes the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales. (The FDEP or Designee will attach this document to their authorizations for a dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of North Atlantic right whale critical habitat as measured in a radius from the center of the nearest inlet to open ocean described by Attachment 29, the North Atlantic Right Whale Educational Sign Zones (from Section 2.1.1.4 of JAXBO, pages 31 and 32, inclusive) (Reference: JAXBO PDC A2.4.). 5. Aids to Navigation. Aids to navigation must be approved by and installed in accordance with the requirements of the U.S. Coast Guard (i.e., 33 C.F.R., chapter I, subchapter C, part 66, Section 10 of the Rivers and Harbors Act, and any other pertinent requirements) (Reference: JAXBO PDC A2.5.). 6. Lighting for docks installed within visible distance of ocean beaches. If lighting is necessary, then turtle -friendly lighting shall be installed. Turtle -friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: h_qp.//m:yfN:�,c.com/�.'it.(Ilifeh.abitats/matiaged/sea-turtles/lighting/ (Reference: JAXBO PDC A2.8.). 7. Construction Location. Project construction shall take place from uplands or from floating equipment (e.g., barge); prop or wheel -washing is prohibited (Reference: JAXBO PDC A2.9.). 8. Regarding submerged and emergent aquatic vegetation, the design and construction of a Project must comply with the following: a. A pile supported structure (i) that is located on a natural waterbody (i.e., outside an artificial waterway that was excavated for boating access and is bordered by residential properties) and (ii) that is within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia north of Ponce Inlet), will be constructed to the following standards: (1) Must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling -Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" updated November 2017 (Attachment S_). (2) In addition to (1), above, IF the project is within range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), THEN the design and construction shall comply with, in some cases, the more restrictive requirements within paragraph 8.c., below (Reference: JAXBO PDC A2.17). b. For all other- Projects, (1) Within the range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), the presence of submerged aquatic vegetation will be determined utilizing the "Submerged Aquatic Vegetation Survey Guidelines" (Attachment 7). If no survey performed, aquatic vegetation, including Johnson's seagrass, will be presumed to be present for purposes of this Special Condition. (2) Outside the range of Johnson's seagrass but within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia County north of Ponce Inlet) and within tidal waters, the presence of seagrass and tidal freshwater submerged aquatic vegetation will be determined using the. "Submerged Aquatic Vegetation Survey Guidelines" (Lkttat&igicnt=.7) unless a site visit or aerial photography observes absence during the growing season (if water depth and clarity allows) or aquatic vegetation has not been found in the vicinity in the past. (3) Pile -supported structures, IF aquatic vegetation is present (including seagrass, tidal freshwater submerged aquatic vegetation and emergent vegetation), THEN must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling -Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat" updated November 2017 (Attachment 5). (4) In addition to (1) to (3) above, IF the proposed dock or proposed structure is within range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), and IF the proposed dock or proposed structure falls within the following scenarios, THEN the design and construction shall comply with, in some cases, the more restrictive requirements within paragraph 8.c.,below. (Reference: The following replicates "Scenario B" as defined within A2.17., PDCs for Docks or Other Minor Structures of JAXBO.): (i) Dock replacement in the exact footprint (i.e., same location/configuration/size) as the previous dock and: (a) within Johnson's seagrass critical habitat with No current seagrass survey (completed no earlier than 1 year before submitting the application); or, Johnson's seagrass under the dock; or, Native seagrass, other than Johnson's seagrass, under the dock; or, (b) within the Range of Johnson's seagrass (outside of critical habitat) with No current seagrass survey or,Johnson's seagrass under the dock, (ii) New docks or dock expansions and: (a) within Johnson's seagrass critical habitat; or, (b) within the Range of Johnson's seagrass (outside of critical habitat) with: No current seagrass survey (completed no earlier than 1 year before submitting the application) or, Johnson's seagrass within property limit. c. The following additional restrictions apply when required by paragraphs 8.a.(2) or 8.b.(4), above (Reference: The following replicates the "Dock PDCs for Scenario B" within A2.17. PDCs for Docks or Other Minor Structures of JAXBO.): (1) To avoid and minimize impacts to Johnson's seagrass and native, non -listed seagrasses to the maximum extent practicable: (1) The dock must be positioned to avoid and minimize effects to Johnson's seagrass. (ii) Over any area that contains Johnson's seagrass or native, non- listed seagrasses, the dock shall be oriented in a north -south orientation to the maximum extent that is practicable to allow maximum sunlight under the structure. (iii)If practicable, terminal platforms shall be placed in deep water, water -ward of Johnson's seagrass beds or native, non -listed seagrasses beds or in an area devoid of Johnson's seagrass or native, non -listed seagrasses. (iv)Piles must be spaced a minimum of 10 ft apart in any area that contains Johnson's seagrass to minimize direct impacts. (v) Piles shall be installed in a manner that will not result in the formation of sedimentary deposits (e.g., donuts or halos) around the newly installed pilings. (vi)No covered boat lifts are allowed over any Johnson's seagrass. (2) Decking options: Deck surfaces (parallel with the water) that are located waterward of the MHWL must be constructed of grated materials or plank construction or a combination of the both methods (e.g. plank decking on the walkway and grated decking on the terminal platform). These decking options are described below: (i) For grated decking: (a) Height requirement: The surface of the structure, including the dock walkway (the over- water narrow portion connecting the terminal platform to the shore and any over -water ramp required for access) and the dock, must be a minimum of 3 ft above MHW when constructed with grated decking. (b) Size limitations: The dock walkway is limited to a width of 4 ft. The terminal platform is limited to a total area of 160 ft'. Marginal docks are limited to a width of 5 ft. The 5 ft width restriction is measured from wet side of the seawall. For example, if a seawall cap is 3 feet overwater then the dock would be limited to 2 feet. (c) Material description: Decking materials shaped in the form of grids, grates, lattices, etc., to allow the passage of light through the open spaces. These materials must provide a minimum of 43% open space. (ii) For plank decking: (a) Height requirement: The surface of the structure, including the dock walkway (the over- water narrow portion connecting the terminal platform to the shore and any over -water ramp required for access) and the dock, must be a minimum of 5 ft above MHW when constructed of plank decking. (b) Size limitations: The dock walkway is limited to a width of 4 ft. The terminal platform is limited to a total area of 120 ft'. Marginal docks are limited to a width of 5 ft. (c) Material description: Deck boards may be constructed of any material. Deck Boards must be installed to provide a minimum of a 0.5-in gap between individual deck boards. d. Aids to Navigation in Acropora critical habitat. The distance fi•om Aids to Navigation (ATONs) to ESA -listed corals and Acropora critical habitat shall ensure there are no impacts to the corals or the essential feature of Acropora critical habitat from the movement of buoys and tackle. The appropriate distance shall be based on the size of the anchor chain or other tackle to be installed to secure the buoy to its anchor, particularly when the design of the ATON does not prohibit the contact of tackle with the marine bottom. In all cases, buoy tackle will include flotation to ensure there is no contact between the anchor chain or line and the marine bottom (Reference: JAXBO PDC A2.10.). General Conditions for Federal Authorization for SPGP V-R1 The time limit for completing the work authorized ends on July 26, 2021. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner on the enclosed form and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Further Information: 1. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, orlocal authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing orproposed Federal projects. 2. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or Construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 3. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form. 7. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation or alteration. Department of the Army Permit Transfer for SPGP V-R1 PERMITEE: PERMIT NUMBER: ADDRESS/LOCATION OF PROJECT: (Subdivision) DATE: (Lot) (Block) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized bX Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, FL 32232-0019. (Transferee Signature) (Date) (Name Printed) (Street address) (Mailing address) (City, State, Zip Code) STANDARD MANATEE CONDITIONS FOR IN -WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on -site project personnel are responsible for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the FWC Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772- 562-3909) for south Florida, and to FWC at Imperiled Species (&myFWC.com f. Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) must be used (see MyFWC.com/manatee). One sign which reads Caution: Boaters must be posted. A second sign measuring at least 81/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. Questions concerning these signs can be sent to the email address listed above. CAUTION:. MANATEE HABITA, IDLE SPEED/ NO WAKE .ilkn a manatee is within 50 feet rc:X'. activitiesall in -water �t*T OPCp ASrATES Of UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water -related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior- agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implernented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ff radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. h. Any collision(s) with and/or injuries to any whale, or sturgeon occurring during the construction of a project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at (727-824-5312). i. Reports to NMFS's Protected Resources Division (PRD) may be made by email to takereport. tunfsserO.no aa. ov. j. Sea turtle and marine stranding/rescue organizations' contact information is available by region at http://www.n.mfs.n.oaa.gov/.pr/health/networks.htm.. k. Smalltooth sawfish encounters shall be reported to http://www.flmnh.0 fl. edu/fish/sharks/sawfisli/sawfishencounters. html . 1. All work must occur during daylight hours. " NE MPMd 1-151ECEWEO s APR 0:6 2020 ' TOWN OF HIGHLAND BEAC HIGHLAND BEACH DEVELOPMENT APPROVAL APPLI DEPARTMENT Application # DF—VP PMENT ORDER # I request a hearing regarding the terms of the Zoning Ordinances o t e Town of ighlan Beach. This request relates to the property and zoning requirements set forth in this application. Address: PCN- 4� t 3 Z4 ;i3 1-( o'-( 0-1.. 00-'> o if Full Legal Description of the Proper [as described in the deed] or reference to an attachment: g4e Zoning District: I What is the location of the installation? ❑ Intracoastal Waterwav (ICW) °9Interior Canal/Basin ❑ N/A Name: �h t��C S C hG, Phone: 57 t((S - Z21� Fag: Mailing Address: CP40 cl C1 i 6Q 4�cc 13 4 f 8 Email Address: J Name: J�K �C,� o�S�✓�-.t�h� Phone: S� _ta* „�(p6� Fag: C1J 1 - �g� (p 70 '1 Mailing Address: � � � � S S Email Address: ARC.JEIITECT�DESIGNER INFORNIATTON , ; ._, Name: 0^ � CS Phone: 1 �Y_ �DY, � Fax: Mailing Address: `{-La -Z. r1f 6-) SJ,Cans c V-e-,t t< FL 3 0- Email Address: Provide a detailed description of the project application (use additional pages if necessary): s o L,4c 4 pl�r- IJ_ I give permission to the members of the Town Commission, Planning Board and staff to inspect the property for the purpose of this application. I declare that all statements made herein are true, based upon the best available information. Willful false statements may jeopardize the validity of my application or any decision issued thereon. I have fully read the information outlining the Board procedures artd application requirements. With this application, I am submittin the necessary supporting aterials listed. Applicant's Signature: Date: Building Department Use: Date Application Received: 4 - � tr)ON) Received by the Town Clerk's Office: Received By: Date Public Notices Mailed: Date Legal Advertisement Published: 3 M Date: Building Department 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 Payer/Payee: SCHNEID, DANIELLE/DAVID 4410 TRANQUILITY DR. HIGHLAND BEACH FL 33487 Receipt Number: RCPT2020-414 Cashier: Carol Holland Date: 04/09/2020 Fee Description Fee Amount Amount Paid Fee Balance Planning Board Fee $1,500.00 $1,500.00 $0.00 ATTORNEY CONSULTATION FEE $500.00 $500.00 $0.00 ENGINEERING REVIEW FEE $500.00 $500.00 $0.00 $2,500.00 $2,500.00 $0.00 CHECK 12036 $2,500.00 Total Paid: $2,500.00 Printed 04/09/2020 11.11:00 by Carol Page 1 of 1 Property Detail Location Address 4410 TRANQUILITY DR Municipality HIGHLAND BEACH DEVELOPMENT ORDER D�0,woW(l Parcel Control Number 24-43-47-04-02-003-01 Subdivision BEL LIDO IN 10 D �C[EO V JEZ) Official Records Book 30332 Page 130 Sale Date DEC-201 8 APR 0 6 2020 Legal Description BEL LIDO LOT 1 1 BILK 3 ........................................................................................ H. IGHLAND BEACH.............................................._.......................... .........................BUILDLNC-DEPARTMEiVT.................................................... Owner Information ....................... ........................ _. Owners Mailing address SCHNEID DANIELLE ROBERTSON ANSCHUTZ & SCHNEID PL C/O 6409 CONGRESS AVE STE 100 SCHNEID DAVID J & BOCA RATON FL 33487 2853 .............. .... ....... ....._..................... _............ .... ...... .................... Sales Information .................. ....... ......... .......... ........ ............. ................................. ........... .._.....__._ Sales Date Price OR Book/Page Sale Type Owner DEC-2018 $1 ,895,000 30332 / 001 30 WARRANTY DEED SCHNEID DAVID J & JAN-2014 $1,500,000 26571 / 00906 WARRANTY DEED ZION CAROLE JUL-1 996 $100 09385 / 00029 QUIT CLAIM BRUCE BARBARA A MAY-1982 $335,000 03734 100207 WARRANTY DEED MAR-1981 $288,000 03491 / 00949 WARRANTY DEED JAN-1979 $230,000 03087 / 01959 . .................................................................................................................................... ......... ExemptionInformation- .... ».... _»...M».._..:»:»..:,::..:..»..:...........:.w.....::M..»».....:.........:...».»».»».._»::.x..:..».M....».»..»...»...»» ».».» .».» .:x.M:...:w...m..,::_.......:..._..»,... No Exemption .. information available ............... .................... ........................................... .................................. .................................................................................................................................................. ................ ................. ........... . ...> PropertyInformation ......................................... ..... ..._ . ............... ............................ .............................. ........ ............. ...... _-....... .......-_ Number of Units 0 *Total Square Feet 0 Acres 0.3 134 Use Code 0000 - VACANT Zoning RS - Residential Single Family ( 24-HIGHLAND BEACH ) Appraisals..................................................................... _ Tax Year 2019 2018 2017 Improvement Value $1 59,390 $147,030 $164,000" Land Value $1 ,725,000 $1 ,542,449 $1 ,468,999 Total Market Value $1 ,884,390 $1 ,689,479 $1 ,632,999 All values are as o f January 1 st each year ......... ........ .....__. ............................... ...... ............. ....................................... ........ .............. .......--_. Assessed and Taxable Values Tax Year 2019 2018 Assessed Value $1 ,884,390 $1 ,224,997 Exemption Amount $0 $50,500 Taxable Value $1 ,884,390 $1 ,1 74,497 Taxes...... . ... . . ..:..... ......... ..... _... Tax Year 2019 2018 Ad Valorem $32,994 $1 9,991 Non Ad Valorem $1 75 $1 75 Total tax $33,169 $20,166 Dorothy Jacks, CFA, AAS PALM BEACH COUNTY PROPERTY APPRAISER www.pbcgov.org/PAPA .............................. 2017 $1 ,199, 801 $50,500 $1,149,301 2017 $19,879 $172 $20,051 ............................ jEVELOPME RECEOORDER # pO" ot)oWrEn y fo; APR 0.6 2020 Town o each Building Deportment *3616 South Ocean Blvd., Highland Beach, Florida 33487 Webslte: www.highlandbeoch.us a Phone: 561-2784540 • Fax: 561-278-2606 AUTH9RIZED AGENT AFFIDAVIT it _ , I the Owner, hereby grant authorization to ee '� Authorized Agent, to act in my behalf with the Town of Highland Beach Building Department while conducting activities related to obtaining permits`` ese. activities specifically include signing all -documents requiring signature of "contractor" to i"o wC�j n�,`�nt� �� Icy �i`��(� Authorized Agent, is to be considered an agent of my business f e and therefore the signature of said agent is binding and causes me to assume all responsibilities connected to or associated with the signature as they may relate to my contracting business. (� i i �.� owner, relieve the Town of Highland Beach of, Q+ and agree to hold the Town of Highland Beach Building Department harmless from, any and all responsibility, claims or other actions arising from or related to the Department's acceptance of the above ttl , td /• agent's signature for permit -related activities. !further understand that it is my sole responsibility to grant and terminate any such authorization and to ensure that the Wartment eives timely notice of anV such grant or terrni U Signature o _ 0 -11-1 State Certification or Registration Number County Certification Number (if applicable) ***PLEASE NOTE: BOTH SIGNATURES MUST BE NOTARIZED*** Notary for Owner's Signature: The foregoing was acknowledged before me this C day of .,i4$L ay _ 196 fs • s My COMMiS8ioN 6 GG 36M 17, 2.W as identifica an. .,;so,;;�o� gam y bary pubiisc th+detwrhers Notary for Agent's Signature: State of Ro ( ( a_ County of InAtprregoing wnowled d before me th .�L�,(0- day of a)9 0 rl' _ i entificati .n. Notary Public Signature Notary Public Signature _Z^Pn CIA CW10 Print, Type, or Stamp Name of Notary Print, Type, or Stamp N FITSCHEN CORAL •: MY COMMISSION # GG1 aoo91 The Building Aepartrrent, ropy require a contractor or Gcensa"holder to personally apply for or obtains buiidin Of. ZithstasN+rt=P August 31, 2021Y authoricuion allowing another person to apply for or obtain any permit on behalf of a contractor, qualifier, or 11 ens 1 2019 me, or who produced who 25'Sec 75� 00' (P) Z3111 4.5 x 200' Seawall cap ,post Construction Plan View: 1. Remove existing dock, piles, batter piles .2 stall.2001f new seawall cap In Tx1 00' Upper Level Concrete:DocR ,,and piles: Dock 4. Install 4'x3O' Lower Level Concrete 46 &gftck YdY IMP 9� _r'n 7t C:3 9 I M r— 0 M z 4 0 M 0 M M 0 Lr,.Al Y b-42sz1v NOTE ELEVAPONS $HOWN HEREON ItAn fee, BASED ON THE NORTH AMEPJCAN VERTICAL DATUM OF IM PAZ WAYD 19M) Auxx J, LEGEND WAU A RTI LOT 91 BLOCK 3 f LQ'r ;O� aLca tv _-tw�ato t* 'wmg *"Y rr� '�t nanas suwvorx -4 AM— vftm, w0m -Wwt '!� 11" b$C' ;tvvv I 4,41 (vwwao orcart d Em- 4 'Amfw a.Ak Aw 'm =4'rd vm� v* wo—Ak., 04to r�w-"rleq ir.." Mkw X 'mon gwv�ft scn* 30_%=s i� 11*0 fWc Rvao C IA r�wid�. '4" --VR" row �ww' '-" n _lmltrd *'�w Im oat %Zw oft4 '-�s morl � #* , _Xwomwm� �M*m '_Alsv*lw �"*ksmk &weov ffw X, v%fto, 3,kez" * btarMq of W'X^171, M, 9' 4w,* AE k x ou Of IRAN" *'"m rAr*m yw A mg.m5rim.- - 11-", �w Cps v« E 5r mmy N�� uvr wow*W "'X Ow LOT 41'sa.44K 3 ivwoe ow pk4L 4 -o Om "otw of tv 60.1 wo*n =4 nct nwm'w''V* xt"w v=* 'm' Z�i�ft ov *A4, lookn Pz"1Wm�4 440ft** 4410 T,-W$WR 4��4*014 &W* PKVift, twive AN* A'T Aif AM: LWKP Xl% owl 0~44, =x4c - C'�kvee EL zww'�=; OW, FAL FW sof*4 L 000'NoO WOW, p - Pw ptt'v� vw'.1 tx 9 - Put ftk' P14A, 0 sw"A"�w W�r_Ap ft-, rt 4 LOT 12, SL= LA** 09MOMPTM* 5 Wmt V, kNom A Wt. Ml '. mo P4 LOT 13, &00( 3 j tft ll#P,4 W*W# ('"K, mwo w ?vw um W-1 W*&�r w'j -Wt ".-m Ift stwft'*&.- M" P-miko ve- sm W a 4MtW JZA vllt 111 A 0-11 -%14 MM im Note: Cap Over Pour Shall be poured against sound, structural Seawall cap, Remove anyspalled or cracked exist�ing cap concrclAe. top of new cap #5 continuous I 14-24 typically #3 hook bar I DESIGN IS PER FBC 6TH EDITION 201-7, WITH @ 24i3 WIND LOADS PER AE 7-10 170MPH ------------ GENERAL NOTES, 1, All concrete to be 5000 psi. 2. All steel to be grade 60. 3, Min, Concrete cover to be 3". 4. All concrete to be cured properly. -5. Contractor to obtain utility clearance prior to pile driving. Call 1 -800-432-4770, x 12" precast con 1crete pile i embedment 10' vil 10 bearing capaCity at at each king pile. 'end prestressed strands 18" into new cap. 1. 18 deg. batter angle. x 25 deg. batter angle. 25 of batter piles = -- ... ..... .. Alan W. Garcia, P.E. Fla. Rego #42564 I m Wap HOA wltui to 096 $W, W/ uPkA hgck W", t w HIM 102 Q, RIQ men 1 1 Irsik Vai Fie Alan W, qer4ra, Ole. Fla, Reg #4ES64 8 , , 'tkick *on VW411 rro4o at &A+ pie 4 it A, -4 at 10" ox, Hwk wrtcA to m&,AW W/ 4J64 6A 6", loop, .......... M mz�fr� . I , re. prvp� �WIV4hll ihck reL*m wSif r 12,vx, w4ch " Wo W/ !�l 1 r4w, Alan W, GQ'rcld'��Z ftFICA coast* pqc� Fla. Reg #42564 r. V*Wft.W AiwftAft avow0hW weGRRy u1K1 Y\ .. ..::� �:.. .,.:. � _ "'-e I DP I ° �` I S�GL 4 5A a-®• � He'lov em / \ \�\ � � Odo POOL E=1 ENT F_RFY SITE AND LOCA-ON D- WITw CON-RACTOC RteYE lL POOL FIN WED -DE r0 A oIC �F_IOT4 W TH PROPOSED CO, LECTION EnFJSED HATCw _� eua4 I J / / `�� ,y- \EEN, AREA `BNOR \�\\\ \ \ \ \ -.r b'8Tf �eail0a .. ��• / / n4 T Ln°r.°.°�° RESIDENCE #4410 / LOT 11 PLEASE NOiE- 1l�-��I I . ERIF:' LCKATIpJ D ELE VAT:GN CF Ex STING 5E. IL PRI'-`R TO X •�� \ AN \ \ \ \ \ S • �Y � � � ...n 1 ? {,?.Y•e � e�•� / / / T PROVIDEE°TRIC- FO.R CSC LIGHING P L GuT— SNOG.C' L TINS .1 tl P.JWER POETS - -VIE. B CLIENT PROVIDE SHO- DRAW NGS OF DOCK FOR RENEW PRIOR TO CONSTRICTION _ PRONDE WATER I O RCEM E BIB$ AS RECUESTED Br CLIENT \ _ _ T R E 1HE + ..� // L•OR\ N^E EA a -N R` GATE FENCE TO MEET CODE :tltb R'I HE GHT OF -y P ER51F L NGS u TH OWEP 'O CC —ICTION \ / / ,^.i % \ I oil // / -ROT GE aE ® -�J6 _ - //I—GA-E N x r PROVIDE A.L 9HOP DRAi:MGS 'O-ANDSCAPE A ITECT \ \ 1 - - _ - _ _ w � _ _ _ - _ . ✓/ / -CA -11Ecl AND AP-ROVAL -C:CR TO C—TR 71- \ PA3 COM5 ARE CON INEER_LY Sr: A. IN L CATI NIB. �S POOL GATEFEhCE TO HEFT CODE=� -j Ili 11.2 CONSULT CIVIL ENGINEER FOR FMAL DRA ry LOCAT Q.S, ONANT TT -ER VOL'YE FOP SAFE-" BARRIER \rv�• q REOJ REMENTS .—IN —PPE S TE9 PRr` DE '-ELP-GL^5 NG E ,I -® \T CONS DERJTION 3 RCN:P --OFF SHOULC BE N.:LUDEC IN ENS NEER3 $ELF -LOOK n:G GATE 4 N / , / C4GJLATONS. SEND ENGNEERS CWANAG£ SOLUTION TO LANDSCAPE ARCHITECT 'O CCMffIRn THAT W ER ND P -E LOC-T DNS DO NC' CGTFL Ci- W TN PL_M+T MAiEC AL CR C'-HER CES GN ELGMENTp ME TECT TO D VERIFY A.L EXET. GGLADES!NPR-D -OR TO ONTACT LCONSTPLCT ?.. C ANDSCAPE ARCH : 4Ct15F DISCREPANCIES SE EN EY1ST N, LD N 2 VER+ COND • ONS GR-C NG PO NT5 ON H,-CDC PLAN A PRCP ED GRADES FCR HACCS E ELEMENTS AND LANDSCAPED AREAS VERP. IC-E55 4- PA —INS MATERIALS AND TILES PRIOR TO C. STR11C-Ip1 4- HARDSGHPE E �9 S S / / SURFACES TO BE FL0 W TH -ENT HARDSCAPE }IRFH E9 LESS J ERWISE l NOTED. GRADE P IN On RAN NDICA'E TOP OF e N SHED SIIRFKE eN Cw �\ ',. . �_ 11 op,9• _JADES i^ — H, LCOO I- EL J CEIENSE� T DEu LxS R /�/• �,b. l5. 4l'S9• c4rw - •p � \ \ / / 4 Bnew Y� / ,1 Qa q "TER METER - . ASPHALT PAVQENT TRANQUILITY DRIVE 50' RIGHT-OF-WAY II2 (P8. 25, PG. 91, PB.C.W q . 6. Il 6A �eli 0 I I I CAUTION: PLEASE NOTE ctnlroa«sn.Il••<uro nl TRr�srawua T«ma w«nom •ny m•ro«I«a THIS DRAWING HAS NOT BEEN REVIEWED ero•nn:amt. utWry tomtenle•«1un•aakP.Keaea ov lnawt«. ma cmeaa« BY A STRUCTURAL ENGINEER REFER TO VENDORS FOR ALL INSTALLATION •Hal n..q.enms Tn nenc Fn«It R•mnaw«x. me Lwexopa Acnnea .na«ownar•nan ea•rna rc>oonamnyt«ww o«r«meewlln«n oe�In.e «•w�n9• VERIFY WITH STRUCTURAL ENGINEER MATERIALS AND PROCEDURES/FOLLOW ALL me conma«yndl Sa roRRnylele T«en tnena•low«k. ana •aauon.l coR to wna. PRIOR TO CONSTRUCTION MANUFACTURERS INSTALLATION INSTRUCTIONS e• a yawn a un•WnarRee waM an« to recept dcamlll di «avNq It m In•Wmnl oM •ervke tnPlTknOt tD DY Went wlelane Dulgn, Inc, AyL/a KNg Lana•tapa AMritecluro. KM aeM KYOWgn, al rpnle ra•«rM -,l u net le ee ra«Feuue In p«I « n NWe eilntut Pgrae wdllen F«miWu. FlnrW rael•Vn[itn lA 10.58. Entry Fountain Layout NORTH l REVISED FOR CLIENT REVIEW 08/01/2019 0 4 8 12 16 20 NOT FOR CONSTRUCTION SCALE P - B' 0' NORTH P 561-243-1873 F: 581-243-1874 E-MAIL: •tudloekyMeMpnteuncam Krent L. Wieland. FL Reg LA 1039 Carl. d Au1NDri2elron LC26000275 Comm NO. 1ww n►T KDWc HARDSCAPE LAYOUT Bhaet H-1 DEVELOPMENTORDER # an-oW y IECfF- �M7f�! {-iIC-.1H�_� _ HEC0WF--FD) APR 0 f 2020 HIGHLAND BEAC"I BUIL ING DEPARTMENT TOWN OF HIGHLAND BEACH 3616 South Ocean Boulevard Highland Beach, FL 33487 Building Department Telephone (561) 278-4540/Fax (561) 278-2606 DEVLOPMENT APPROVAL SUBMITTAL CHECKLIST Submittal Requirement Date Staff (Other requirements may apply, see Chapter 30 of the Highland Beach Code) i Received i SUBNIIT EACH OF THE DOCUMENTS ON PAPER AND ON EITHER CD, E-MAIL, OR THUMB DRIVE I Development Approval Application $2,500.00 nonrefundable application fee Affidavit of Authorized Agent (if applicant is not owner) Deed or other Proof of Ownership Architectural elevations, dimensioned site plan including required setbacks, location of walk and driveways, location of pools etc.(ONE LEDGER SIZE Drainage Plans and drainage calculations (ONE LEDGER SIZE SET) r ! Landscape and Irrigation Plan (ONE LEDGER SIZE SET) { Sealed and Signed Survey (one year old maximum) I �� j Separate application required for Construction Trailers, Sales Trailers and or Storage Containers, and signs, etc. i One complete application j Site Lighting Plan Detailed written Description of Site Plan/Special Exception 1 set of ledger size color renderings of each elevation of the house. Paper and digital. You will be required to submit 12 sets of ledger size plans when you are notified by staff that your project is scheduled for public hearing. 1 r 0., ,o i F (ci 191 J •r '`� f� � b> zU)m zoo Oof ., O Z Z U) Z U) LL Q d °Qn ip �z 3 Cd CSC o00 �'� �� S W W N # > O LL Q 0 OCD Q r ® __ /1/ r-L i Lo U) \� LQ � C) CO r^^�� }' L`S < 1 I \\\� \ 11 i LLJ 0 Q W F W W D w LLLL N OD Q o 0 O O d o Q rn 00vo O� c� o q < (JD �a � O � _ l r F 00 a� ti ^ 000 N N^ d 0 W W �LL v°? wQO }O qYo r M CD LU LL QLL. 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