HomeMy WebLinkAboutFile9063 HWY 0083Anti - Spalling Comp
L6 v 1 apo 6„X 13 ; Type V4-5
10'5 4nCl7ors, ,�. 2„
2 -Per Piece of Curb CD �,End of 2 -Ply Membrane
-�'Waterproofin 9
Construction Join — Top of 22 Saituminous
Concrete Pavement
Out Mor tar
A!5 0d
�P=
CURB DETAIL AT SAFETY CURB
SCALE: IIIZZ I1-0”
Lon9iludinol Reinforcement
I Y2"CL.
A4-1
2Iz'Bi1c4mmous Conc_
Pavement
NEU-MAL. AX14i
OF GOiZ2:1J6sA710k 4i
Consir lion Jo,
End of 2 -Ply Momhra
Woterproofing
Main Reinforcement
2E11.11
-STAY-IN-PLACE FORM DETAIL
"
SCALE: 11/2= I' -O"
Fxisfing Girder
LU1191 dire pn NFnv�nvnnnt
stay -tri -Place Fa
(See Alo t'e / )
/1 0 Q,t,,,-� ,,r !o"W fe- pcvQmertf
Lorxgitudinul ReInforcement
e
!e e
ReInfo rce,rner' �.�
f'uf A'1LT1 Powder Driven
4`ast&n&r D,V 72M OrZgaa/
or fastener Spacir�9� cSee Table.)
BUILT-UP STEEL SECTION TIMBER STRINGER
BRIDGES 14.62,13.79&13.26
(BRIDGE 8.Iq ONur) SECTION A - A
SCALE: 11/2= i'-0"
WOTE42 : /. C0171raCtor Sha// Use Stay -1n - Place For/97s
For Bridges /4.6 2) /3,79) /3.26, q 3.m.
2. Optional For Bridges 10.85 4 12.16.
3. tZ.EMOVABLE FDIEM--v �>HALL 13E Uri ED 'roZ
it
28 Neoprene _
Compression Sea/ Top of 2%z" Bituminous
41- 0" F, Concrete Pavement
--
Z Para1/e l fo Gon il` —
� k'einf 9 Ls 7 x 4 x
ig
Gi MAIN
,s
,Ex
2Gl�tLs' j .
n
Belles/ _ 8n s Bor 4-0 Lg.,
p P' .It
DETAIL A
SCALE :11/2= 1'- 0"
'�� o. o ° o 4 t 3 CL, A. A ,Alf Ea. Side of LF,
(leaded Anchor Studs 4' 3'' C to G of Bar.
%"0 6"Long, 12"0.C. 7 TI —3"CL. ciTAY- iQ- PLACE
(Addlfkeinf,) I ,/ FC)2MS Foto S21DlsE6
Existing Paralaef —•� L/02 -o 14.
Y( EE UO -r 0. I j
a
o.
e.°.oao
Loo,
%.6'n
Top of 2%a" Bituminous
Conc. Pavement
�_unc. Slob
SECTION D -D (SHEET B7)
SCALE: I"= 1'-0"
For 1Fe1'nf ,4ndDefad Not
Shown, See Detail I. A j
Exisfinq StPEI Bm.,
Girder or 71mbPr Str
End of Bearings or -
Framing Members.
Existing t3tranite
Abutment.
Tor Paper Joint (2 Layers) Top of
Wall to be Troweled to a Smooth
Finish Parallel to Profile Grdde.
5@l2 4
'To Be Determined
—i 2„CL. ) V/7 The Fie* Id.
T
1
t �' \Drill v Holes in Existing
— Gronite Abutment For Reinf.
DETAIL 2
ALTERNATE DETAIL FOR NEW BACKWALL
AT ENDS OF BRIDGE DECK
SCALE:ii2=1-0”
Torpoper JoinMLovers)-
Top of Parapet To Be
TYPICAL DETAILS
PUB RD.
8TATE
FED. AID PROD. N0.
flSCA4
SHEET
TOTAL
DIY. NO.
EACH SECOND 7ROU01-4
YEAR
NO.
SHEETS
I
MASS.
19
83
95
y-ln-Place Form (See Note /)
BRIDGE
FASTENER SPACING
/4.62
EACH TeOUGE-1
13.79
EACH THIRD T,20UGP
13.26
EACH SECOND 7ROU01-4
Cross Hatched Area
To Be loafed W/MI'araffirl
/„ /"
r2 x 2 -LC- Gro o ve,
F11 With doint Sealer
Groove
Note`: Joint Sealer To
Be Some color As Concrete.
r Padius Groove
PARAFFIN JOINT DETAIL
N TS
Top of 2%9-" Bituminous
Concrete Pavement
Troweled IU A Smooth%Granite Backwall "--End of 2 -Ply Membrohe
Finish Parallel To Profile Vaterproofing
Grade
LCut Existing Granite Bac�wo//s
Where RequirE'd,
(EL .=Finish Grade -(2%2' +Slab Thickness +1'f 1")
DETAIL 1 For ALfernafe Detail, See petaif 2 .
DECK DETAIL AT EXISTING GRANITE BACKWALLS
SCALE: I%2= I' - 0"
(BRIDGES 14.62,13.26912.16,10.85,8.19,7.64,7.19, 6.91 8r 5.93)
MINUTEMAN BIKEWAY
1 1 ISSUED FOR CONSTRUCTION 1
SHEET B-3 -OE 15 SHEETS