HomeMy WebLinkAboutFDP201700002 Plan - Approved Floodplain Development Permit 2017-02-28DECK P
507.72
0 5 10 20
506.14 SCALE IN FEET
1
1
0
045 40
N.T.S.INSET
504.10
PREDRILL POST AND TOE NAL FROM BOTH SIDES
JSE CALV. NAILS/ DD NOT SPLIT POSTS
8.0" (AJl/ LAG�/LL POST
USE FLAT AND LOCK WASHER
5 POSTS EACH SIDE 5.5` O.C.
5.- 8 BARS 2.Q', O.C. 18" IN LENGTH
`\
GROUT S.O''- INTO EXISTING ABUTMENTS
\
15' BELOW WF BEAMS
-
1.00,
EXISTING ABUTMENT
REBAR PATTERN FOR BOTH ABUTMENTS AND WINQY0\LLS
#4 BARS FRONT AND BACK 1.0' SIDE
TO SIDE AND TOP TO BOTTOM 7.0'()FF \
/\/R EXPOSED FACES AND 3.0- OFF
EARTH CONTACT SURFACES
1.0' WALL THICKNESS
|.V #o/ un*vo- ocmmu WINGS
AND NORTHERN ABUTMENT
4`OO'
9.0"
1-Fi, w
J" DIA. WEEP HOLE FORMED
WITH NON R|DgD TUBING
w------ 12-00' ------�
T. 2"V8"»8"CAP3 CENTERE[
P.T. 2"X8" RAILING
P.T. 2"X0° POSTS 5'5" O.C.
GALV. NAIL RAILS & CAPS
2.0' ON WINGWA
OTE: DRIVEWAY WILL BE 10.0' IN WIDTH
3.0" OF COBBLE WILL BE REMOVED FROM DRIVEWAY
AND REPLACED WITH 2.0^21/ & 1.0" OF BBROWN RIVER STONE
5-#8 BARS GROUTED 1.0' INTO BEDROCK
LENGTH TO EXTEND TO
3.0" BELOW TOP OF CONC. ABUTMENT
NEW DECK & BOLT PATTERN AS SHOWN
EACH OAK 2"X12" ROUGH SAWN BOARD
WILL HAVE 10 S.S. ROUND STOVE BOLTS
WITH A FLAT WASHER TOP AND A LOCK
SEE INSET WASHER BOTTOM.
FOR ECURING
POST TO DECK NOTE: 1^ ALL CONCRETE WILL 3,000 PSI MIN.
2. ALL TIMBER OF BRIDGE WILL BE PRESERVED WITH VD0T SPEC. PRESERVATIVE
COLOR OF PRESERVATIVE WILL BE CHOSEN BY OWNER
APPROX. 5.50' NORTH SIDE STREAM
\PPR0X'4.0'S0UTH SIDE STREAM
KOD|PYIED TOE
2.5' ON ABUTMENT
PPn_W7FW
HORIZONTAL SCALE: 1"=10`VERTICAL SCALE: 1"=10'
' EACH WALL
AOO
�~
0
92.49
NOTE: POST SIGN- WEIGHT LIMIT= 34 TONS
/
2.59 NOTE: 10, OF CLASS U RIP -RAP
�^ �v.ALONG 3TR.EANK ON BOTH SIDES AS SHOWN R
,.'. "��*`'ovv
CR
0
9 SECTION
OF AREA TO BE
CLEARED
LEARED IN STREAM
3.0" OF AGGREGATE WILL REPLACE EXISTING 3.0" OF COBBLE
ON 10 FOOT WIDE DRIVEWAY. AGGREGATE WILL BE TYPE 21A ^O
-
�R p
t�B�
/]/*U`
)-\
AL�
E
N
T'
2"X27' OAK DECKING ON BRDGE=4,5 SQ.FT.
2 ABUTMENTS 10.81"X1.5"=16.22 SQ. FT.
TOTAL = 20'72 3U. FT. TO BE ADDED
IN
�-S
ECT+|O
N
MORE REMOVED THAN ADDED= 30.39-20.72= 9.67 SQ. FT. OK
492.2491.8
491,12
w3
45.00`TYP. EACH YN(WALL
80U bt_UKuUK vY||H #0 uaK�:) Z.o U.U. |nL ruUmu ur 1nt wumknoc
WILL BEMONOLITHIC WITH THE Y|NGWALLS WHICH WILL HAVE STANDARD
VDOT WINGS WITH FOOTINGS
15.
0
REVISIONS
DATE
FEBRUARY 13, 2017
APPROVED
by the Albemarle County
TDe-partMent
Date Z�oj
File
515
0�fo-Vlp` op
au IL anom
ic
Uc, No. 005649
16-030-00
DWG. NAM E
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