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Home My WebLink AboutEngineering Submittal Revision-DigiCert, River Park Marina Dock & Gangway w VCWM Railing 8.12.20 m so `t cEldred rn m 3 Indian River 1\ Estates 4 Bartow St o ti z b E Easy St (n os � v rS� tx PROJECT SITE Nov Mi;rnsnla �. Kitterman Rd nth.0 MN Archer"Ave' ,Ovd. n, s � F Tilton Rd '5 � w Ferefs bA L %Rita Dr d rn NW Kilpatrick Ave Dyer Rd beta West d uy River Park 'SW Violet Ave m 815 Rr R17M Club Blvd Sit ' SUS[Lakehurst Dr ST. LUCIE COUNTY 5 su 1 ao m C�3 6tl5 an PROJECT SITE Macquilten-Rd- Lo M IkIE Beach-A*• ��`\\�w1A G. jjVT //4. i 615 Port St. Lucie NE c�urfsitle Ave - N Ap Tilton R = 087 zz OF ; o W ris pr to pR sta.Dr -NEI Floresta 5 /////ONAL ECG �'ti'� 1111 I I l 111 Dyer Rd _ This item has been electronically signed Q m C •," 1� _ �`and sealed by Bowdoin G.Hutchinson,P.E. co !i=using a Digital Signature and Date. Printed SE 0 copies of this document are not considered ISLE' signed and sealed and the signature must be verified on any electronic copies. �River Park DN.c-CIS st-florida,'I-Fort Fierce„o= wc oin G. iomq opt o W O n n1 U i n S o n Date:2020.08.12 18:58:37-04'00' SECTION 22,TOWNSHIP 36 SOUTH,RANGE 40 EAST Adobe Acrobat version:2020.009.20074 Environmental Location Map I St. Lucie County ervlGeS, 1'1C. 500 SE Prima Vista Boulevard Port SW Yellowtail Avenue i St Luce Port Saint Lucie,FL 34953 Port , Florida PCN#3422-331-0000-000-2 Phone:772.215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: N.T.S. JUNE 2020 SHEET 1 of 8 laty+�d'- t IL or - l7 t PROJECT SITE ��r ti ■ r r _ F ! 41 t — �, ...: 96. Environmental 2018 Aerial St. Lucie County services, Inc. 500 SE Prima Vista Boulevard 1901 Sw Yellowtail Avenue Port St Lucie, Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com Scram: N.T.S.T JUNE 2020 SHEET 2 of 8 NORTH FORK ST.LUCIE RIVER WATERSODY WIDTH VARIES 210't-430't NORTH PIER MEAN HIGH WATER AT TOE OF EXISTING RIPRAP SOUTH PIER MANGR VES —————_� � ANGR oves i � 7 1 ��\ 31.5. � S � I NOTES: 1. ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2.EXISTING NORTH PIER TOTALS 1,164.51 SQ.FT.-INCLUDES 140 SO.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3.NORTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER AND MANGROVES-5'X 14,EACH ACCESS 4.EXISTING SOUTH PIER TOTALS 1,337.5t SO.FT.-INCLUDES 175 SO.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 5.SOUTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER-5'X 22'AND 5'X 13' Environmental Overall Existing Plan View St. Lucie County ;. SYe�'V1Cfr Inc. 500 SE Prima Vista Boulevard 1901 S Yellowtail Avenueue Port St Lucie, Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-8794520 www.disenvironmentalservices.com SCALE: 1"=60' JUNE 2020 SHEET 3 of 8 NORTH FORK ST.LUCIE RIVER WATERBODY WIDTH VARIES 210't-430't NORTH PIER (SEE SHEET 5 6'X 20'PIER SECTION TO BE CHANGED FOR DETAILS) FROM FIXED TO FLOATING IN SAME LOCATION AND SAME MEAN HIGH WATER AT DIMENSIONS AS EXISTING PIER TOE OF EXISTING RIPRAP _—— SOUTH PIER (SEE SHEET 6 i FOR DETAILS) MANG VES 21.5, / GROVEG� ♦ r ../� I ass• ♦♦ � i \ 6 ` ♦ 7 I ♦♦\ /� 31.5' / � S• NOTES: 1. ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2. PROPOSED NORTH PIER TOTALS 1,087.5t SQ.FT.-INCLUDES 140 SQ.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3. NORTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER AND MANGROVES-5'X 14,EACH ACCESS 4. NORTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION-NO MANGROVE IMPACTS PROPOSED 5. PROPOSED SOUTH PIER TOTALS 1,337.5t SQ.FT.-INCLUDES 175 SQ.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 6. SOUTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER-5'X 22'AND 5'X 13' 7. SOUTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION 8. PROPOSED SOUTH PIER TO HAVE 6'X 20'FLOATING DOCK SECTION AND ASSOCIATED RAMP 9. NO MANGROVES ON LANDWARD SIDE OF SOUTH PIER 10.DECKING TO BE FIBERGRATEO DECKING Environmental Overall Proposed Plan View St. Lucie County Services, Inc. 500 SE Prima Vista Boulevard 1901 SW Yellowtail Avenue Port St Lucie Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=60' JUNE 2020 TSHEET 4 of 8 NORTH FORK ST.LUCIE RIVER WATERBODY WIDTH VARIES 210't-430't MEAN HIGH WATER AT TOE OF EXISTING RIPRAP 72' _ 6' f * ' MANGROVES4 6' 21.5, / r 8_,.MANGROVES r r 14'TO ' a 22, MHW _ I5 I 15 I NOTES: 1.ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2.PROPOSED NORTH PIER TOTALS 1,087.5t SQ.FT.-INCLUDES 140 SO.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3.NORTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER AND MANGROVES-5'X 14,EACH ACCESS 4.NORTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION-NO MANGROVE IMPACTS PROPOSED 5.RAILING TO BE INSTALLED ON LANDWARD SIDE OF PIER 6.DECKING TO BE FIBERGRATEO DECKING 1?1; Environmentai Proposed Plan View North Pier T St. Lucie County i Services, 1n 500 SE Prima Vista Boulevard 1901 SW Yellowtail Avenue Port St Lucie Florida Port Saint Lucie,FL 34953 PCN# 3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=30' JUNE 2020 SHEET 5 of 8 NORTH FORK ST.LUCIE RIVER WATERBODY WIDTH VARIES 2101-430't 8' S•5' �e 7 ' rs. 3g 6' 18.5, FL ATING — MyTO 31.5' DOCK w 13'TO MHW 15' MEAN HIGH WATER AT RAMP TO TOE OF EXISTING RIPRAP FLOATING DOCK NOTES: 1.ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2.PROPOSED SOUTH PIER TOTALS 1,337.5t SQ.FT.-INCLUDES 175 SQ.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3.SOUTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER-5'X 22'AND 5'X 13, 4.SOUTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION 5.PROPOSED SOUTH PIER TO HAVE 6'X 20'FLOATING DOCK SECTION AND ASSOCIATED RAMP 6.NO MANGROVES ON LANDWARD SIDE OF SOUTH PIER 7.RAILING TO BE INSTALLED ON LANDWARD SIDE OF PIER 8.DECKING TO BE FIBERGRATE®DECKING Environmental Proposed Plan View South Pier St. Lucie County :,.. Services, Inc. 500 SE Prima Vista Boulevard 1901 SW Yellowtail Avenue Port St Lucie Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=30' JUNE 2020 SHEET 6 of 8 PIER VARIES 21.5'-38' s VARIES 2't-3.5' MHW M081------- --- ------ -------- SUBSTRATE EXISTING RIPRAP NOTES: 1. ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2. PROPOSED NORTH PIER TOTALS 1,087.5t SQ.FT.-INCLUDES 140 SO.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3. NORTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER AND MANGROVES-5'X 14,EACH ACCESS 4. NORTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION-NO MANGROVE IMPACTS PROPOSED 5. PROPOSED SOUTH PIER TOTALS 1,337.5t SQ.FT.-INCLUDES 175 SQ.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 6. SOUTH PIER ACCESSES LANDWARD OF MEAN HIGH WATER-5'X 22'AND 5'X 13, 7. SOUTH PIER ACCESSES TO BE REPLACED IN SAME LOCATION 8. NO MANGROVES ON LANDWARD SIDE OF SOUTH PIER 9.DECKING TO BE FIBERGRATE®DECKING Environmental Typical Pier and Access Cross Section View St. Lucie County L Services, Inc. 500 SE Prima Vista Boulevard 1901 SW Yellowtail Avenue Port St Lucie Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=5' JUNE 2020 SHEET 7 of 8 Lr 20' _ _ _ _ I+ RAMP ] FLOATING DOCK I (LENGTH TO BE DETERMINED) G MHW MLW ----------- --"-'------'-'-'-"----'------'--------"�-_-- __-___-_-__---____ - --�__-_ 2'1 SUBSTRATE NOTES: 1.ELEVATION DATUM IS MLW MLW=-1.30 NAVD 88 MHW=-0.19 NAVD 88 2.PROPOSED SOUTH PIER TOTALS 1,337.5t SQ.FT.-INCLUDES 175 SO.FT.OF ACCESSES LANDWARD OF MEAN HIGH WATER 3.PROPOSED SOUTH PIER TO HAVE 6'X 20'FLOATING DOCK SECTION AND ASSOCIATED RAMP 4.RAILING TO BE INSTALLED ON RAMP TO FLOATING DOCK ]Environmental Floating Dock Cross Section View St. Lucie County ,. Services, Inc. 500 SE Prima Vista Boulevard 1901 SW Yellowtail Avenue Port St Lucie Florida Port Saint Lucie,FL 34953 PCN#3422-331-0000-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=5' JUNE 2020 SHEET 8 of 8 r� 2"X 6" TOP CAP FASTENED WITH (2) 3"SS SCREWS LLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLL L L LLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LL • LLLLLLLL LLLLLL _LLLLLLLLLL� � � � � � � � �� p� � � � � I I I I I I I I.LLLLLLLL LLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LL.. LLLLLLLLLL LLLLLLLLLLLLL -LLLLLLLLLL " OPENING V/NYL COA TEDLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL s LLLLLLLLLL LLLLLLLLLLLLLLLLLLLL. .LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLL _LLLLLLLLL LLLLLLLLLLLLLLLLL'-LLLLLLLLLLLLLLLLLLL'!�2 L LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL•. _LLLLLLLLL GAL VANIZED WIRE MESH-LLLLLLLLL LLLLLLLLLLLLLLLLL.. LLLLLLLLLLLLLLLLLL--_�.L .LLLLLLLLLL LLLLL LLLLLLLLLLLLLLLLLLLLLLLLL_LLLLLLLLLLL LLLLLLLLL��L�� LLLLLLLLLL LLLLLLLLLLLLLLLLLL. LLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLL .LLL: LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LLLLLLLLLi Li iLLLLLLI IL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL'.LLLLL1LLLLLLLLLLLLLL LL LLLLLLLLLL .LLLLL LLLLLLLLLLLLLLL.LLLLLLLLLLLLLLLLLLLLLLLLLL - - .LLL LLLLLLLLLLLLLL.LLLLLLLLLL_LL.LLLLLLL-L_Ll �-'- .LLL .LLLLLLLLLLLLLLLLLLLLLLLLLLL - .LLL LLLLLLLLLLLLLLLLLLLLL .LLU LLLLLLLLLLLLLL .LLU LLL.LLLL LLL 2"X 8" SIDE RA/LS 4"X 4" UPRIGHT FASTENED 2"X 10" WITH 112"SS SOL TS, NOTES. —1:12 MAX/MUM SLOPE _ MIN. 10"DIA. —2"X6" TOP RAIL 0 JO' 2.5 CCA TREA TED —2"X8" SIDE RA/LS PILES TYPICAL —4"X4" UPRIGHT ® 8' O.C. —42"FROM DECKING TO TOP CAP I� aw BOAT;D W%L!f Pf?OFIL E FBenchmark Engineering River Park Marina the Treasure Coast LLC oo (`E [3Owdoin G, Hutchln5on Aquatic Structures Division 5 JPrima Vista Blvd FLU$ 70878 Delaware Ave. Fort Pierce, FL 34950 � Port Saint Lucie, FL 00 o 0 WM �VARYS j- 42" c� � O O CIOC n C � �Z^ o ^ o Cr1 fD ? K =sue a � � � oo a^ � O �v 1,4 � � Op ti Epp a Q li '�1rt w O Z Z p C (10 Fn v Qr) r D m PQES 12' 0.C. MAX. Co N EACH WA Y 0 St. Lucie County PUBLIC WORKS DEPARTMENT O CODE COMPLIANCE DIVISION 2300 Virginia Avenue b o) Q Q DD Fort Pierce,FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi-family),residential addition,any accessory structure requiring a building permit,and any nonresidential structure. This Certification shall not apply to interior renovations(provided that no exterior structural walls,columns or other components are being affected)and certain other minor building permits. For further assistance,please contact the Building Inspection Office at(772)462-2172. Project Name River Park Marina Street Address 500 E Prima vista Blvd. Permit Number Port Saint Lucie,FL Occupancy Type Construction Type Certification Statement: I certify that,to the best of my knowledge and belief,these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St.Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 17 Edition with 2010 Supplements and ASCE 7-10 2. Building Design is: Enclosed: Partially Enclosed: Open Building: X 3. Mean Roof Height: N/A Roof Pitch:N/A Internal Pressure Coefficient:N/A 4. Width of End Zone: 1 1 Wind Speed: 170 (3 sec.gust) 5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1 6. Wind Exposure Classification:D Adjustment Factor for Exposure&Height: 1.21 7. Components&Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF 8. Components&Cladding Wind Pressure on Wall Zone 4 60.6/-64.1 5 70.1/-74.5 PSF 9. Components&Cladding wind Pressure on Overhead Garage Door N/A PSF 10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A PSF 11. Shear Walls Considered for Structure? Yes X No (if No,attach explanation) 12. Continuous Load Path provided? Yes X No (if No,attach explanation) 13. Are Component and Cladding Details Provided?Yes X No (if No,attach explanation) 14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF As witnessed by my seal,I hereby certify that the information included with this certification is true and correct,to the best of my knowledge and belief. Name: BOWDOIN G. HUTCHINSON Cert#: PE#70878 Design Firm: BENCHMARK ENGINEERING TC Date: 5/14/20 SLCCDV Form#020-00 SEAL Revised 5/18/09(CL)