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HomeMy WebLinkAbout2002 - Expansion Project North Pier & Boat Docks_ \ REVISIONS DATE GENERAL NOTES, 1, CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK 2. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE C❑NDITI❑NS BEFORE STARTNG C❑NSTRUCTI❑N 3, CONTRACTOR SHALL BE RESPONSIBLE FOR L❑CATION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HRS IN ADVANCE OF CONSTRUCTI❑N OPERATIONS 4. ANY DISCREPANCIES FOUND ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTI❑N OF THE PROJECT ENGINEER BEFORE COMMENCING OR CONTINUING CONSTRUCTION 5, NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH❑UT PRI❑R APPROVAL OF PROJECT ENGINEER 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN, FL 7. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORKPLACE IN THE VICINITY OF THE PIER AND SHALL PROVIDE A SUITABLE BARRIER TO PREVENT INGRESS TO THE PIER DURING C❑NSTRUCTI❑N 8. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIAL SCRAP TURBIDITY BARRIER AND OTHER CONSTRUCTION DEBRIS AT THE COMPLETION OF CONSTRUCTION 9, AT LEAST 48 HRS ADVANCE NOTICE FOR ANY REQUIRED INSPECTI❑N NOTE SEE TECH, SPEC, FOR NOTES ON DEMOLITION OF EXISTING PIER AND ENVIRONMENTAL REQUIREMENTS SHORE LINE GENERAL CONSTRUCTION NOTES: 1. "ROUGH CUT' LUMBER SHALL BE USED ON ALL MEMBERS IN THE SUBSTRUCTURE WHILE "DRESSED" LUMBER IS TO BE USED ON THE DECKING AND SHALL BE DRESSED AND SHALL BE SURFACED ON FOUR SIDES 2. ALL DECKING PLANKS TO BE CONSTRUCTED WITH BARK SIDE UP 3, TOPS OF HAND RAILS SHALL BE RADIUSED AS SHOWN ON THE DRAWINGS, SANDED AND FREE OF SPLINTERS 4. ALL BOLT HOLES SHALL BE DRILLED A MINIMUM OF 1 1/2" FROM ANY EDGE 5. C❑UNTERB❑RE OUTSIDE STRINGERS ON BOAT DOCKS TO HIDE 1/2" THREADED RODS AND NUTS 6. PIER AND BOAT DOCK PILINGS SHALL HAVE A MINIMUM IMBEDMENT OF 6 FEET IN THE LAGOON BOTTOM 253'-2" MATERIAL SPECIFICATION: 1. ALL WOOD SHALL BE NO. 2 KD PRESSURE TREATED SOUTHERN PINE OR EQUAL EXCEPT ALL DECKING PLANKS AND HAND RAIL SHALL BE NO. 1 KD PRESSURE TREATED SOUTHERN PINE OR APPROVED EQUAL, 2. MAIN PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA, OF 10' 3. FINGER PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA, OF 8' 4, PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD C-2, THE PRESERVATIVE USED SHOULD BE A WATERBORNE PRESERVATIVE SUCH AS TYPE B OR C OR EQUAL AS COVERED IN FEDERAL., SPECIFICATION TT -W-535 & AWPA STANDARDS P5, C2 & C14. PILING TREATMENT SHAL BE 2.5 BENT AND STRINGER TREATMENT SHALL BE 0,60 DECKING, RAILINGS AND MID -POSTS SHALL BE 0.25 4. ALL CONNECTORS SHALL BE MARINE GRADE STAINLESS STEEL WITH THE EXCEPTI❑N OF LAG SCREWS OR TAP CONS WHICH SHALL BE HOT DIPPED GALVANIZED WHERE SPECIFIED ON THE DRAWINGS. 5. NAILS SHALL BE 16c1 STAINLESS STEEL RING SHANK SUBMERGED LAND LEASE BOUNDARY 12' (TYPJ MATCH LINE DECKING ,I�12,+/_ BEGINNING OF _ Ilk - -BEGINNING RAIL ADA ACPASSING (SEE SHEET 3 E D R "' SUBMERGED LAND LEASE TRANSITION DETAIL) �0 l o o HANDRAIL '4`-4'/ 4' 14' 7 O O O O 2)' MATCH �-7'-5'--;--7'-5"4 . LINE ,-7-7 7 8"-7,' 5'-2'0.C. (TYPJ J❑,C, RAMP DOWN .�-11'-5" .�' l' 11'-5"--�!' (TYPJ 16" ❑.C, ❑,C, ' 16' Is i a O O O O HANDICAP BOAT DOCKS ACCESS PIER 238'-2" FINGER PIER 43'-4' O,C. SUBMERGED LAND BOAT PIER AND BOAT DOCKS LEASE BOUNDARY f =s HANDRAIL 11'-5" ❑,C s FISH CLEANING - TABLE .�' 14' O.C. TOP RAIL 3)' FISHING/ ❑BSERVATI❑N PLATFORM Z J I ---I U V J 0 n< LJ- f z X i Q n ►L C::� pq 7C � W LJ- Q El O O \ O O O O � = O O O O 43'-4' O,C. SUBMERGED LAND BOAT PIER AND BOAT DOCKS LEASE BOUNDARY f =s HANDRAIL 11'-5" ❑,C s FISH CLEANING - TABLE .�' 14' O.C. TOP RAIL 3)' FISHING/ ❑BSERVATI❑N PLATFORM Z J I ---I U V J 0 n< LJ- f z X i Q n ►L C::� pq 7C � W LJ- Q El l_LJ I�I w \ C � = U W � 0 t _11 Y z � GC I- Q '-' W Cj� F- W � � J Pq W v�zz � Q H E:l 2 >- Ln Fcu pq W 0 (T) d- (p, II) o I CL1 QF') `D 00 1 n D1 CO `D Lo LF) -- Lo W ED X C� LL DRAWN BY � BAJ APPROVED DATE 5-21-01/8-4-02 SCALE AS SHOWN JOB NO. SHEET 2 OF 7 GENERAL NOTES: 1. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK 2. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTNG CONSTRUCTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HRS IN ADVANCE OF CONSTRUCTION OPERATIONS 4. ANY DISCREPANCIES FOUND ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE COMMENCING OR CONTINUING CONSTRUCTION 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF PROJECT ENGINEER 6, ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN, FL 7. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORKPLACE IN THE VICINITY OF THE PIER AND SHALL PROVIDE A SUITABLE BARRIER TO PREVENT INGRESS TO THE PIER DURING CONSTRUCTI❑N 8. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIAL SCRAP TURBIDITY BARRIER AND OTHER CONSTRUCTION DEBRIS AT THE COMPLETION OF CONSTRUCTI❑N 9, AT LEAST 48 HRS ADVANCE NOTICE FOR ANY REQUIRED INSPECTION NOTE: SEE TECH, SPEC, FOR NOTES ON DEMOLITI❑N OF EXISTING PIER AND ENVIRONMENTAL REQUIREMENTS SHORE LINE GENERAL CONSTRUCTION NOTES; I. "ROUGH CUT" LUMBER SHALL BE USED ON ALL MEMBERS IN THE SUBSTRUCTURE WHILE "DRESSED" LUMBER IS TO BE USED ON THE DECKING AND SHALL BE DRESSED AND SHALL BE SURFACED ON FOUR SIDES 2. ALL DECKING PLANKS TO BE CONSTRUCTED WITH BARK SIDE UP 3, TOPS OF HAND RAILS SHALL BE RADIUSED AS SHOWN ON THE DRAWINGS, SANDED AND FREE OF SPLINTERS 4. ALL BOLT HOLES SHALL BE DRILLED A MINIMUM OF 1 1/2" FROM ANY EDGE 5. COUNTERBORE OUTSIDE STRINGERS ON BOAT DOCKS TO HIDE 1/2" THREADED RODS AND NUTS 6. PIER AND BOAT DOCK PILINGS SHALL HAVE A MINIMUM IMBEDMENT OF 6 FEET IN THE LAGOON BOTTOM 253'-2" MATERIAL SPECIFICATION: 1. ALL WOOD SHALL BE NO, 2 KD PRESSURE TREATED SOUTHERN PINE OR EQUAL EXCEPT ALL DECKING PLANKS AND HAND RAIL SHALL BE NO. 1 KD PRESSURE TREATED SOUTHERN PINE OR APPROVED EQUAL, 2. MAIN PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA, OF 10" 3, FINGER PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA, OF 8" 4, PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD C-2, THE PRESERVATIVE USED SHOULD BE A WATERBORNE PRESERVATIVE SUCH AS TYPE B OR C OR EQUAL AS COVERED IN FEDERAL SPECIFICATI❑N TT -W-535 & AWPA STANDARDS P5, C2 & C14. PILING TREATMENT SHAL BE 2.5 BENT AND STRINGER TREATMENT SHALL BE 0,60 DECKING, RAILINGS AND MID -POSTS SHALL BE 0.25 4. ALL CONNECTORS SHALL BE MARINE GRADE STAINLESS STEEL WITH THE EXCEPTION OF LAG SCREWS OR TAP CONS WHICH SHALL BE HOT DIPPED GALVANIZED WHERE SPECIFIED ON THE DRAWINGS, 5, NAILS SHALL BE 1601 STAINLESS STEEL RING SHANK 12' <TYPJ DECKING �,� 5` , • . _l2'+/- —mol BEGINNING OF ADA PASSING HAND RAIL SUBMERGED LAND SPACE PACE L 0' / 4'-4'I 0 HANDRAIL A-4'0 0 0 0 0 2)' MATCH *-7'-5"-,k---7'-5" LINE 5'-2"0.C. (TYP.) , � RAMP DOWN 11'-5" " II 6 D.C. 16„ - � D.C. � .i 11❑.0 �I' CTYPJ .� 16' EO.C. • M *4l 4' D.C. 0 0 0 0 o o HANDICAP -4' D.C. BOAT DOCKS SUBMERGED LAND LEASE BOUNDARY 11 s 182'-2" ACCESS PIER FINGER PIER 0 0 i s a s 0 0 t s 0 0 • �s , V s ! 0 0 BOAT PIER AND BOAT DOCKS F-ISHING/ ❑BSERVATI❑N PLATFORM STRINGER SUBMERGED LAND LEASE BOUNDARY I � MATCH LINE HAND RAIL INTERFACE SEE _DETAI DECK TRANSITI❑N FROM ACCESS PIER TO BOAT PIER TRIM TOP OF STRINGER FOR PROPER ALIGNMENT START OF RAMP -- DROP BENT AS NECESS. TO ACCOMMODATE RAMP SLOPE OF 1" PER FOOT DETAIL "A" ,f--- / Z - 0 2 � /REVISIONS I DATE Z M E7 V �-► I � D TOP RAI z � HANDRAIL11'-5" ❑.0 x Q 3) W � H , BENCH FISH CLEANING ry TABLE Z 14' CL Q 3 O.C. 0 F-ISHING/ ❑BSERVATI❑N PLATFORM STRINGER SUBMERGED LAND LEASE BOUNDARY I � MATCH LINE HAND RAIL INTERFACE SEE _DETAI DECK TRANSITI❑N FROM ACCESS PIER TO BOAT PIER TRIM TOP OF STRINGER FOR PROPER ALIGNMENT START OF RAMP -- DROP BENT AS NECESS. TO ACCOMMODATE RAMP SLOPE OF 1" PER FOOT DETAIL "A" ,f--- / Z - 0 2 � /REVISIONS I DATE Z M E7 V �-► U � D z � x Q Q W � H � Q ry Q Z W CL Q 3 0 W W CL ry Z U a z � '—' LTJ C� ~ W O ~ L LTJ v�zz H Q >- Lo OJ Pq of W 0 CJS tr- LO o I CLJ M `D cc) I Lo M co `D 11) W � D X Z Q CL L % DRAWN BY BAJ APPROVED DATE 5-21-01/8-4-02 SCALE AS SHOWN JOB NO, SHEET 3 ❑F 7 DIMENSIONS: SECTI❑N VIEW OF 252' ACCESS PIER SEGMENT OF MAIN PIER 40' G' / 0. C. °� MHW LAGOON BOTTOM PILINGS SHALL BE IMBEDDED 6' MIN, IN LAGOON BOTTOM 3'-4' 0 0 0 0 MAIN PIER 5' BENT MHW \/ LAGOON BOTTOM PILINGS SHALL BE IMBEDDED 6' MIN, IN LAGOON BOTTOM SECTI❑N VIEW OF FINGER PIER SEGMENT OF MAIN PIER FINGER PIER BENT (TYP.) 3'-4' 0. C. 4'-4" iFINGER PIER STRINGER (TYP.) 1) 0' lam• FINGER PIER BENT (TYP.) i 7'-5' (0, C.) FINGER PIER STRINGER (TYP.) FTOP OF PILING UNDER DECK (TYP,) MAIN PIER ( 7'-5' (0. C.) 4'-4' i I HANDRAIL t 4'-4' 5' 0. C. STRINGER (HANDRAIL F B❑VE) \ (❑.C.) (❑.C.) G' J/ C❑.C.) NOTE: HANDRAIL EXTENT 16' RAMP BEYOND L� L 6' MIN, EMBEDMENT VIEW A -A MAIN PIER LAGOON BOTTOM NON -ADA FINGER PIER (SAME BOTH SIDES OF MAIN PIER) `� MHW TYPICAL ADA FINGER PIER FRAMING (SEE SHEET 2 FOR ADA FINGER PIER LOCATI❑N) 2)' REVISIONS DATE ALL BENTS 2X10 NOTE: SEE SHEETS 2 OR 3 FOR ALL STRINGERS 2X10 TREATMENT SPECIFICATI❑N PILINGS, MAIN PIER 10' DIA. PILINGS, FINGER PIERS CL 8" DIA, MID-P❑STS 4X4 LL MAIN PIER DECKING (250' ACCESS SECTION) 2X8X4' MAIN PIER DECKING (FINGER PIER SECTI❑N) 2X8X6' � Q FINGER PIER DECKING U 2X8X4'-4' H HANDRAILS 2X10 MID -RAILS U 2X4 FASTENERS i BENTS TO PILINGS (2 EA.) 3/4' S,S, THREADED R❑DS, NUTS AND WASHERS � � STRINGERS TO PILINGS (1 EA.) 3/4' S,S, THREADED RODS, NUTS AND WASHERS MIDDLE STRINGER TO BENTS TOE NAIL 16d S.S. RING SHANK NAILS MIDDLE STRINGER OVERLAP 16d S.S. RING SHANK NAILS MID-P❑STS TO STRINGER 1/2' S.S. BOLT, NUT AND WASHERS HANDRAILS TO PILINGS 1/2' HOT DIPPED GALV, LAG BOLTS PLUS 16d S.S. NAILS HANDRAILS TO MID-P❑STS 16d &S. NAILS MID -RAILS TO PILINGS AND MID-P❑STS 16d S.S. NAILS DECKING TO STRINGERS 3' S.S, DECK SCREWS D.C. r R112° 41–\\ - — } 45° 3'-6' (TOP OF C HANDRAIL) " 41- III _ff ° n G ADA FINGER PIER 0 o SAME AS OPPOSITE SIDE SECTI❑N VIEW OF 252' ACCESS PIER SEGMENT OF MAIN PIER 40' G' / 0. C. °� MHW LAGOON BOTTOM PILINGS SHALL BE IMBEDDED 6' MIN, IN LAGOON BOTTOM 3'-4' 0 0 0 0 MAIN PIER 5' BENT MHW \/ LAGOON BOTTOM PILINGS SHALL BE IMBEDDED 6' MIN, IN LAGOON BOTTOM SECTI❑N VIEW OF FINGER PIER SEGMENT OF MAIN PIER FINGER PIER BENT (TYP.) 3'-4' 0. C. 4'-4" iFINGER PIER STRINGER (TYP.) 1) 0' lam• FINGER PIER BENT (TYP.) i 7'-5' (0, C.) FINGER PIER STRINGER (TYP.) FTOP OF PILING UNDER DECK (TYP,) MAIN PIER ( 7'-5' (0. C.) 4'-4' i I HANDRAIL t 4'-4' 5' 0. C. STRINGER (HANDRAIL F B❑VE) \ (❑.C.) (❑.C.) G' J/ C❑.C.) NOTE: HANDRAIL EXTENT 16' RAMP BEYOND L� L 6' MIN, EMBEDMENT VIEW A -A MAIN PIER LAGOON BOTTOM NON -ADA FINGER PIER (SAME BOTH SIDES OF MAIN PIER) `� MHW TYPICAL ADA FINGER PIER FRAMING (SEE SHEET 2 FOR ADA FINGER PIER LOCATI❑N) 2)' REVISIONS DATE z `E Q � Q °—� LO ~ W ED _J pq LL W H Q Q H F1 7 - Ln Ln cu Pq r -i (1j W (—) ---1 0 0 Q� pp� n O I cu 0', \D 00 1 `D U-) LF)� `.0 W Lo 0 X Q n I. DRAWN BY BAJ APPROVED DATE 7-20-01/8-6-02 SCALE 3/8"=1'-0" JOB NO, SHEET 4 OF 7 i V J CL W LL U (�n V J � Q W U H LL_ E-1 U U Ur i U � � IU I� z `E Q � Q °—� LO ~ W ED _J pq LL W H Q Q H F1 7 - Ln Ln cu Pq r -i (1j W (—) ---1 0 0 Q� pp� n O I cu 0', \D 00 1 `D U-) LF)� `.0 W Lo 0 X Q n I. DRAWN BY BAJ APPROVED DATE 7-20-01/8-6-02 SCALE 3/8"=1'-0" JOB NO, SHEET 4 OF 7 i 12'-0" 0. C. I 0 0I CENTER LIGHT BOX BETWEEN PILINGS LIGHT B❑X (24' ❑,CJ SEE THIS SHEET FOR LOCATION J 3'-4' I 1 3'-6" ACCESS PIER ELEVATI❑N SCALE, 3/8'=1'-0' .' 5'-2" 11'-5' O.C. ♦ 3'-4" 0 0 f'_ - - 1iz­ 4'-0 3/8" CENTER MID -RAIL BETWEEN BOTTOM OF HANDRAIL AND DECK f `_ f I MHW LAGOON BOTTOM 1 I I� I DIMENSI❑NS; TOP 2"X10"X6 1/2' SIDES 2"X10'X6 1/2' BACK 2'X10'X14' FRONT (SEE DETAIL) LIGHT BOX DETAIL SCALE, 3/4'=I'0' MHW \ / LAGOON BOTTOM / X / / / /x K \�\�\�\may\ \�\�\�� /\\i\\i\ �i\\r\\i\\r\\\r\�\ r / / 6' MIN, PILING / IMBEDMENT IN LAGOON BOTTOM OPENING TO ADA OPENING TO RAMP BOAT DOCK/ FINGER PIER BOAT DOCK PIER ELEVATI❑N SCALE, U MAIN PIER (BOAT DOCK SECTI❑N) 4' L 1„ FRONT DETAIL � REVISIONS DATE 1 LIGHT FIXTURE ENERTR❑N TECHN❑L❑GIES, INC. MODEL 7900 W -L 0 0 (l 0 COUNTERB❑RE BOAT DOCK OUTSIDE STRINGERS TO HIDE HEX NUT AND THREADED ROD (TYPJ 1 C J 4- f BOAT D❑CK/FINGER PIER ELEVATI❑N SCALE: 3/8'=I'-0' NOTE; ADA FINGER PIER ELEVATI❑N IS ON SHEET 4 ELEVATIFINS i Co \� U-) Cn CLJ Q � U 7 F7 0 H z Q V o <E L1J L� m CLI I G1 0 LLI CL >- f-0'jP4 �—+ U Lo LTJ 0 3 -- Q LL_ � w ry U r W LJJ I--� / n ry \ \ DRAWN BY BAJ APPROVED DATE 7-21-01 SCALE AS SHOWN JOB NO. SHEET S ❑F 7 J / I/ Co \� U-) Cn CLJ m 0 z Q �(T) L0 o '—' FWD Q�J W L1J L� I CT�`D CD Lo LF) CLI I G1 >- f-0'jP4 �—+ U Lo LTJ 0 z 0x I a_ -- Q LL_ DRAWN BY BAJ APPROVED DATE 7-21-01 SCALE AS SHOWN JOB NO. SHEET S ❑F 7 J / I/ A A STRINGER HAND RAIL INTERFACE Imo" NECK H❑RIZ, STRINGER 4' -TO -6' PIER INTERFACE 7/-7" .0' O.C. START OF RAMP ' 16' 7'-7' G'-8" .' 5'-2' i D.C. END OF RAMP ' 5'-2' i \LJ -------- 0 O o a SET ELEVATI❑N OF BENT FOR 1"/1' SLOPE NOTCH H❑RIZ, - STRINGER © U Cly 3/4 e 21-6# ��— 2X4 UNDERSIDE FRAME HANDRAIL 11'-5' ' D.C. lip 3'-4' 'X11 SLOT e II 3'-8' MEAN es HIGH WATER 3'-2" DECK \r/\//y \/ \\! \ \ \\r\\� \r\r�� / OPENING TO ADA RAMP r� VIEW A -A FISH CLEANING TABLE SCALE: 3/4"-1'-0' Y- /3 -- p z_ \ REVISIONS DATE � r W F-1 Pq I—I Q � C X H W � Q \y/ W Q U W z W ~' W Q > H CL Q n/ z <E � W � U Q n/ J W � v�zz H Q LL Q H 0 7 - Lo L oj U 0 O 0� Lf� o 1 0-1 0-1) ,'D 03 1 CO `D L^ W� ox = Q n i, / DRAWN BY BAJ APPROVED DATE 8-12-02 SCALE AS SHOWN JOB NO. SHEET 6 ❑F 7 f f REVISIONS DATE -4- 4X4 NAILER FOR 2X8 RAIL i AND MID -RAIL FASTENED TO BENT AND STRINGER MID-P❑ST FASTENED TO STRINGER 2X10 STRINGER 2X8X6' PIER DECKING (1/2' SPACING BETW, BOARDS) PIER STRINGER 2X10 BENT-\ �l BENCH DETAIL 14'- 2' 0. C. MID-P❑ST FASTENED TO BENT AND STRINGER HANDRAIL 7-7 PIER BENT­��A TOP RAIL--`� m FRAMING PLAN DECK ANGLE BRACE 2X8 SUPPORT ■ 2X8X14' PLATFORM DECKING (1/4" SPACE BETW, BOARDS) E/ 28'710'0,C, 30'70'0,A, D.C. 2X10 PLATFORM STRINGER 2X10 TOP RAIL 2X10 SUPPORT RAIL MID POST 2X4 MID -RAIL 3'-6" I I I 5'-0' / 10'-3 5/16' % 10'-7 5/8' f uamm, i/ VAF:IES LAGOON BOTTOM X\%\% r 2x8 SEAT BACK X6 SEAT EX6 suppbR'T \\ 4 SUPPORT II i _/10'-/_ PILINGS SHALL BE IMBEDDED 6' MIN, IN LAGOON BOTTOM ELEVATIONS ?-/z-,IZ Co Lo 0� CLJ m z � Q � Q '-' LJ L LJ J <1 � LL LTJ 0 H Q 1 Q H LI J QV J oJ �--� CLJ LTJ 0 0� LF) 0 I (1J C) `D CO I Ln (T) CC) W Ln L0 '/� W Ln U Z: ox = Q n LL DRAWN BY BAJ APPROVED DATE 8-3-01/8-12-02 SCALE 3/8"=1'-0" JOB NO, SHEET 7 OF 7 I/ 0 n / X CL� Q L1J v J Q n� Ll- W C Q Inn 3 Q LJ_ o W I I LD � � z � '—' H U W (^ V J LJ' Co Lo 0� CLJ m z � Q � Q '-' LJ L LJ J <1 � LL LTJ 0 H Q 1 Q H LI J QV J oJ �--� CLJ LTJ 0 0� LF) 0 I (1J C) `D CO I Ln (T) CC) W Ln L0 '/� W Ln U Z: ox = Q n LL DRAWN BY BAJ APPROVED DATE 8-3-01/8-12-02 SCALE 3/8"=1'-0" JOB NO, SHEET 7 OF 7 I/