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HomeMy WebLinkAbout20231022 Ver 1_More Info Received_20231018 (3)/ � I I � I ° I � u I I Ia / . NOTE: 1. DRAWING IS BASED ON PRELIMINARY INFORMATION RECEIVED FROM CLIENT TO DATE AND SHOULD BE CONSIDERED CONCEPTUAL IN NATURE. DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES Q 2. SCOPE DEPICTED IS FURTHER ARTICULATED WITHIN CORRESPONDING COST SUBMITTAL, ALL ITEMS IN THE COST SUBMITTAL SHALL BE CONSIDERED GOVERNING INFORMATION 3. DRAWING DOES NOT INCLUDE WATER OR FLOOD INFORMATION, YBC RECOMMENDS THAT LOW CHORD ELEVATION IS TO BE 12" OR GREATER ABOVE 100—YEAR FLOOD ELEVATION fl P F—mommomw TREE PROTECTION FENCE �GW \ %noun TPF -- TPFmm�TPFTPF� ROAD S PROPOSED 40'-0" YORK TIMBER BRIDGE � Ij STREAM TOP OF BANK BUILDING \ \\ TPF \ A SIDEWALK PLAN- OVERALL SITE LAYOUT SCALE: NTS \\ \\ h k \ I � \ I YORK BRIDGE CONCEPTS PIIE PREMIERTIMBER BRIDGE COMPANY 2423 BRUNELLO TRACE LUTZ, FL 33558 WWW.YBC.COM 800.226A178 NOT SE CLIENT/CONTRACTOR: ZEYN UZMAN, PE 305 CHARLESTON GREENE MALVERN, PA 19355 ENGINEER OF RECORD Lu a a 1 O Z O LLJ L" O Lu 0 °U LU zZ oo = I— m ID LL W OLL Z U Q ��a�soz� ate- W� U UMZSLOW LL, xN,W�¢00,�>=aWaUaN SUBMISSION INDEX REV # DATE I BY DISCLAIMER: 1. ANY UNDERGROUND EXISTING UTILITIES LOCATED WITHIN 5'-0" OF THE BRIDGE MUST BE HAND —DUG AND EXPOSED PRIOR TO YBC ARRIVAL 2. ALL WET UTILITIES BEING DIRECTIONALLY BORED ON SITE, TO COMMENCE AFTER BRIDGE CONSTRUCTION DRAWN BY: V. FALZONE DATE: 9/26/2023 PAGE NAME SITE LAYOUT SHEET NO: 100 \39'-0��8"f 0 TSIDE PILE 9'-8"t O.C. O O O ROW A 7 ROW B — - -Hn' U \ \ ROW C w a- 0- ow I � Cl) ROW D N I-- O I:ZoPim ROW F 18'-87 » f 9'-8" t O.C. O.C. CLEAR \ SPAN 1 \ SPAN 2 NOTE: 1. DRAWING IS BASED ON PRELIMINARY INFORMATION RECEIVED FROM CLIENT TO DATE AND SHOULD BE CONSIDERED CONCEPTUAL IN NATURE. DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 2. SCOPE DEPICTED IS FURTHER ARTICULATED WITHIN CORRESPONDING COST SUBMITTAL, ALL ITEMS IN THE COST SUBMITTAL SHALL BE CONSIDERED GOVERNING INFORMATION 3. DRAWING DOES NOT INCLUDE WATER OR FLOOD INFORMATION, YBC RECOMMENDS THAT LOW CHORD ELEVATION IS TO BE 12" OR GREATER ABOVE 100—YEAR FLOOD ELEVATION \ O 5' —0%„± CLEAR STREAM TOP OF BANK 6'- O \ SPAN 3 O WINGWALL PILE O w w w w J_ J_ J_ _J d 0- � d �m �m �m �m W N W N W N W N m— m— m— m— PLAN- PILE LAYOUT SCALE: NTS 101 YORK BRIDGE CONCEPT PIIE YRE.MIER TIMBER BRIDGE COMMA 2423 BRUNELLO TRACE LUTZ, FL 33558 WWW.YBC.COM 800.226A178 THIS DRA— IS THE PROPERTI OE IORK $RiOOE CONCEPT$ INCUSE, RE U E. OR REPRODUCTION OF THIS DRANING FOR SHY PURP CLIENT/CONTRACTOR: ZEYN UZMAN, PE 305 CHARLESTON GREENE MALVERN, PA 19355 ENGINEER OF RECORD cn Lu O Z O LLJ L" O Lu 0 co oU J zZ LL Q�U ooLL Up ~ Z \ > Z J z U JOz� Q J - J WZj�P UIY UM '� c°o�NwIL�Q�I� O �Q=moo O=O aV) �SW> aw"aUaaN SUBMISSION INDEX REV # I DATE I BY DRAWN BY: V. FALZONE DATE: 9/26/2023 PAGE NAME PILE LAYOUT u YORK BRIDGE CONCEPTS I'IIE 1'l1EMIElt 'I'I ll lil?11 RIIIOGE COMPANY 2423 BRUNELLO TRACE LUTZ. FL 33558 WWW.YBC.COM 800.226A178 THIS DRAW "1 11111 IIIIIITI 1111- BRIDGE ...-IT. IN. THR NGT TS-1 El III RENDERED, ANY RIGHTS SO GRANTED ARE NoNTEANSFE—LE 11 .I YORK Co CLIENT/CONTRACTOR: ZEYN UZMAN, PE 305 CHARLESTON GREENE MALVERN, PA 119355 ENGINEER OF RECORD 40'-0"f BRIDGE LENGTH TOP OF DECK TIMBER GUIDERAIL TOP OF DECK ELEVATION 730.00" TIMBER DECK SYSTEM ELEVATION 730.00" TIMBER STRINGER BACKFILL AND BACKFILL AND COMPACTION COMPACTION BY OTHERS BY OTHERS V) L`LJ 0 0 0 o O 0 0 = o o Ek -- v � E5 zZ Aj-il it I I I I � X = I ===1 k O I I I I —III III— I I I I I� I II I I IIIIIII I III —III III —III III —III IIII III FI I I I I 1=1 III El I F� I IEI I I -El I I I I rl LLJ Lu w o TIMBER PILE CAP Co TIMBER PILE CONCEPTUAL GRADE U J o oz H5 ABUTMENT TOP OF BANKS TOP OF BANKS H5 ABUTMENT o Q w 0 z > &�Q_joOZ� ELEVATION 724.00 RIP RAP BY OTHERS " w z W pp — UL(j(n w w O �¢= N o 0 O= O� a Cn �'>=waa 0- a_c NOTE: 1. DRAWING IS BASED ON PRELIMINARY INFORMATION SUBMISSION INDEX RECEIVED FROM CLIENT TO DATE AND SHOULD BE REV # DATE BY CONSIDERED CONCEPTUAL IN NATURE. DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 2. SCOPE DEPICTED IS FURTHER ARTICULATED WITHIN CORRESPONDING COST SUBMITTAL, ALL ITEMS IN THE COST SUBMITTAL SHALL BE CONSIDERED GOVERNING INFORMATION DRAWN BY: V. FALZONE DATE: 9/26/2023 3. DRAWING DOES NOT INCLUDE WATER OR FLOOD PAGE NAME INFORMATION, YBC RECOMMENDS THAT LOW CHORD PROFILE- ELEVATIONS LAYOUT BRIDGE ELEVATIONS ELEVATION IS TO BE 12" OR GREATER ABOVE 1 SCALE: NTS SHEET NO: 100—YEAR FLOOD ELEVATION 201