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Home My WebLink AboutOverall Dock Plan View�1 1 1 1 \ 1 , 1 � 1 , 1 � 1 � \ PROPOSED 14'± X 14'± 1 BOAT LIFT (BY OTHERS) � 1 1 , 1 , 1 1 1 \ 1 1 1 , 1 , 1 1 1 1 1 ` 1 � 1 � 1 `-00 1 ` 10 1 Ix 1� 1 1m 1 ` \ Iv 1 ` 1 1� , \m 1 ` 1 ` 1 ` 1 ` I,r 25 �1 1 ` 1 1 \ 1 go'EXISTING` APPROXIMATE ACCESS TO BE REPLACED BY RAMP 1 MEAN HIGH WATER l 1 1 1 1 ` 1 ` 1 q �NG'(N ` SNORE oAt L.F - '"NOTES'** N PROPOSED WORK IS TO CONSTRUCT 1,448 SQ. FT. DOCK (INCLUDES REPLAC M T OF EXISTING ACCESS AND STAIRS WITH RAMP LANDWARD OF MEAN HIG TE , INSTALL A BOAT LIFT (BY OTHERS), AND INSTALL A MOORING/ RED DECK DESIGN LOADS TO MEET 2020 FBC - 7TH EDITION: R 65' UPLAND RAM FL WIND LOAD AS PER ANSI/ASCE 7-16 SPEED = 170 MPH _ L (SEE SHEETS 2, 3 & 8) EXPOSURE = D IMPORTANCE FACTOR = 1.0 -ALL DOCK PILES 8"0 MARINE PILES -MIN. PENETRATION 8' INTO RIVER BOTTOM AND 6' - 10' 1 . PENET TION INTO FIRM SOIL FOR RAMP AREA OR AS NECESSARY TO PROVIDE ADEQUATE BEAR NG STABILI -ALL MOORING PILES 9"0 MARINE PILES AND BOAT LIFT PILES 10"0 MARINE PILES -MIN. I_bl 0' 20' 40' 8' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILI ALL PILINGS BELOW MEAN HIGH WATER TO BE WRAPPED IN INDUSTRY STANDARD, INERT, NON -LEACHING, SYNTHETIC MATERIAL GRAPHIC SCALE HAND RAIL WITH GUARDS LANDWARD OF MEAN HIGH WATER AND ROPE HAND RAIL FOR 230' WATERWARD OF MEAN HIGH WATER p .,.j, - INDIAN RIVER WATERBODY WIDTH 8,600'± I 16' I 10, 1 1 1 1 1 \ 1 \ \ 1 1 1 PROPOSED 12'± X 30'± \ 1 MOORING AREA \ qoR G.2 "921 ST. Lucie County, Permitting C®®F. ` ui it -" \ 1 I t 6li CIP®U e- 1 1 1?s Environmental Services, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 ` 1 1 1 1 1 1 1 1 OVERALL DOCK PLAN VIEW Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 Paul Welch, Inc. 1984 SW Biltmore Street, # 4 Port St. Lucie, FL 34984 APR 1 2 7021 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: III =40' APRIL 2021 1 SHEET 1 of 7 1-1/2" 0 GRASPABLE HAND RAIL DFFSET FROM 2" X 6" WITH BRACKETS 2" X 6" VERTICAL RAIL (TOP RAIL) HAND RAIL DETAIL - TOP VIEW N.T.S. 2" X 2" PICKETS < 4" SPACING LANDWARD OF MHW (2) 5/8" SS THRU BOLTS PER PILE 2" X 8" P.T. CROSS TIE 2" X 6" P.T. RAIL CAP 2" X 6" P.T. TOP RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE 2" X 6" P.T. BOTTOM RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE 34" - 36" e / 2" X 6" P.T. DECKING 1/2" SPACING BETWEEN DECK BOARDS WATERWARD OF MEAN HIGH WATER 2" X 8" P.T. STRINGER (24" O.C. MAX) VARIES -----------4---I------1----MHW- EXISTING GRADE 8"0 MARINE PILE (10' O.C. TYP.) 2" X 8" P.T. CROSS BRACES RAMP DETAIL - SIDE VIEW "'NOTES... V, = 3' -ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS -ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION FOR RAMP VARIES 6' - 10, INTO FIRM SOIL OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY CROSS BRACES TO BE INSTALLED ON EVERY OTHER SET OF PILES ALL PILINGS BELOW MEAN HIGH WATER TO BE WRAPPED IN INDUSTRY STANDARD A INERT, NON -LEACHING, SYNTHETIC MATERIAL`` �� 2" X 6" P.T. DECKING WILL BE ATTACHED WITH #10 SS RING SHANK NAILS X 3" 2" X 2" PICKETS NOT ALL SHOWN FOR CLARITY PICKETS LANDWARD OF MEAN HIGH WATER - REMAINDER OF RAMP NOT REQUIRED TO HAVE GUARDS RAMP DETAIL Paul Welch, Inc. 1?sEnvironmental 1984 SW Biltmore Street, 114 Services,Inc. Daniel Fitzpatrick Port St. Lucie, FL`34984 I 7003 S. Indian River Drive APR 1 2 2021 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Fort Pierce, Florida PCN# 3412-502-0008-000-1 Paul Welch, PE No. 299451 Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: AS NOTED APRIL 2021 1 SHEET 2 of 7 10' O.C. (TYP.) 2" X 8" P.T CROSS -TIE ABOVE DECK LINE PILES 8" P.T. STRINGERS 3" P.T. DECKING 'ACING BETWEEN DECK BOARDS RWARD OF MEAN HIGH WATER I.T. STRINGER ) 5/8" SS THRU BOLT YP) PER PILE -NOTES- ALL 8"0 MARINE DOCK PILES FOR RAMP - MIN. PENETRATION VARIES 6' - 10' INTO FIRM SOIL OR AS TO TY ALL 8"0 MARINE DORCK PI EDE SO OI R ACCESS OTHER THAN RAMPADEQUATE BEAINGLI MIN. PENETRATION g dC 1' 2' OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY ,I 2" X 6" P.T. DECKING NOT ALL SHOWN FOR CLARITY DECKING WILL BE ATTACHED WITH #10 SS RING SHANK NAILS X 3" GRAPHIC SCALE _ AI I HARnWARF OKI THE nF(:K ANn RFI OW TO RF rPAnF Ann f(1R RFTTFRI SC 1?s Environmental S ervices, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 RAMP/DOCK ACCESS PLAN VIEW DETAIL Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 Paul Welch, Inc. 1984 SW Biltmore Street, Port St. Lucie, FL 34984 APR 1 2 021 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 11I = 21 APRIL 2021 1 SHEET 3 of 7 (2) 5/8" SS BOLT (TYP) PER PILE 2" X 6" P.T. DECKING 1/2" SPACING BETWEEN DECK BOARDS WATERWARD OF MEAN HIGH WATER 2" X 8" P.T. STRINGER 5/8" SS THRU BOLT 2" X 8" P.T. CROSS -TIE 2" X 8" P.T. CROSS BRACES 8" 0 ABOVE DECK MARINE PILES (MAX) SUBSTRATE 46 • 11 3'± 5'± MHW --------- jaw - VARIES `*'NOTES"" -ALL 8"0 MARINE DOCK PILES FOR RAMP - MIN. PE�TION VARIES 6' - 10' INTO FIRMS L OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY ALL 8"0 MARINE DOCK PILES FOR ACCESS OTHER THAN RAMP - MIN. PENETRATION 8' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY DECKING WILL BE ATTACHED WITH #10 SS RING SHANK NAILS X 3" ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS CROSS BRACES TO BE INSTALLED ON EVERY OTHER SET OF PILES ALL PILINGS BELOW MEAN HIGH WATER TO BE WRAPPED IN INDUSTRY STANDARD, INERT, NON -LEACHING, SYNTHETIC MATERIAL 11?s Environmental S ervices, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 DOCK ACCESS CROSS SECTION VIEW Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 0' 1' 2' GRAPHIC SCALE Paul Welch, Inc. 1984 SW Biltmore Street, # Port St. Lucie, FL 34984 APR 1 2 "2021 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1" = 2' APRIL 2021 I SHEET 4 of 7 M 10' 8" 0 ABOVE DECK � MARINE PILES 18' (TYP.) 16" O.C. (MAX) f`... j 1' X T GRATED DECKING (2) 2" X 8" P.T. 2" X 8" P.T. STRINGERS CROSS -TIES J?j 7 16" O.C. (MAX) DOCKACCESS (SEE SHEETS'3 AND 4) 1 (2) 2" X 8" P.T. CROSS -TIES (2) 2" X 8" P.T. STRINGERS 16" O.C. (MAX) (2) 5/8" SS THRU BOLT (TYP) PER PILE ...NOTES`** ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY 1' X 5' GRATED DECKING NOT ALL SHOWN FOR CLARITY DECKING WILL BE ATTACHED WITH #10 SS RING SHANK NAILS X 3" 12S Environmental S ervices, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 DOCK PLATRMI PLAN VIEW DETAIL Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 0' 1.5' 3' GRAPHIC SCALE OadlIANIch, Inc. 1984 SW Biltmore Street, Port St. Lucie, FL 34984 APR 1 2 2021 Paul Welch, PE No. 29945 Phone:772-216-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1"=3' APRIL 2021 1 SHEET 5 of 7 (2) 5/8" SS THRU BOL (fYP) PER PILE (2) 2" X 8" P.T.STRINGERS (2) 2" X 8" P.T. CROSS -TIE 2" X 8" P.T.STRING (16" O.C. N 1' X 5' GRATED DE 8" 0 MARINE PILINC ***NOTES**' -ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION V INTO RIVER BOTTOM OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY - DECKING WILL BE ATTACHED WITH #10 SS RING SHANK NAILS X 3" -ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS -ALL PILINGS BELOW MEAN HIGH WATERTO BE WRAPPED IN INDUSTRY STANDARD, INERT, NON -LEACHING, SYNTHETIC MATERIAL � .3il 1.5' 3' Ad® GRAPHIC SCALE Environmental qs DOCK PLATFORM CROSS SECTION VIEW S erV1CeS 1Y1C. 19o1 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 Paul Welch, Inc. 1984 SW Biltmore Street, 14 Port St. Lucie, FL 34984 APR 1 2 2021 tt Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 wwwr.dlsenvironmentalservices.com SCALE: 1"=3' APRIL 2021 1 SHEET 6 of 7 5' (MIN.) LANDING "'NOTES"" ALL HARDWARE ON THE DECKAND BELOW TO BE GRADE 304 (OR BETTER) SS ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION FOR RAMP VAIRES 6' -10' INTO FIRM SOIL OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY PICKETS LANDWARD OF MEAN HIGH WATER -REMAINDER OF RAMP NOT REQUIRED TO HAVE GUARDS CROSS BRACES TO BE INSTALLED ON EVERY OTHER SET OF PILES -ALL PILINGS BELOW MEAN HIGH WATER TO BE WRAPPED IN INDUSTRY STANDARD,®� INERT, NON -LEACHING, SYNTHETIC MATERIAL - ROPE HAND RAIL ALONG BOTH SIDES OF ACCESS FOR 200' WATERWARD OF MEAN HIGH q-sEnvironmental S ervices, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 OVERALL RAMP Daniel Fitzpatrick 7003 S. Indian River Drive Fort Pierce, Florida PCN# 3412-502-0008-000-1 0' 10, 20' -91I RAPHIC SCALE Paul Welch, Inc. 1984 SW Biltmore Street, 14 Port St. Lucie, FL 34984 APR 1 2 '2021 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: III =20' APRIL 2021 1 SHEET 7 of 7