Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
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