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NOTES'
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BEGIN RE7AMWC WALL
TOP OF WALL= 497.21 �, --
L 4
' 80770M OF WALL = 489.8! Y .��> ,L�1Li "� I ,• �- I d
�7 � (7� N= 7011x91.85 yl J 1 � y
STA 39 +08.14, 1200RF
WSTALL J%2) 77LW577NJN -/
r
(D
X j
!
ALNlNu I \ 1 Lim
OF P.i0POsN. `� l '^'� <
WALLa19T 90 1 1 coN1L" rz7P ltaa ,/ = 1.J -- -'�� cn p
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M 1 fv
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f - INSrA L 25' scr Q
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ELEPHCWE \� \ � �� .. ", t3i0D \ ' U p0 7 3 45x00 YT — -� W Q
EMU \ j i m Q'
i
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-
� I
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2-1 2 2 .- ; 71 2. 2 V-15' 2-
CDNDUIT RUPS 1 #3 STIRRU;
Q3 TIES W/ #3 TIE:
F' STIR UPS (2: TIES IN SET-)
TIES
2 / I
I'l C kA
RAIL IN S ETS) %
CONDUIT 6
17
"�� _ ry ry � � 1 • _ I N 6 6 r � I I .�
7
7
(12) 17 SIDEWALK—�
Z's
SIDEWALK IIDEWALK
(E) #7 D Ow ELS (6) p DOWELS 1�7
L 11 FIRT VIEW I r I &w.
(12) F7 DOWE �_%, CHAMFER (TYP)
i 1 J 'I
FIRT VIEW XT WW _L FRT VI
#7 7'-0' NOTE:
I.-C
USE (5 NO W
=ER POLE NO T SHOWN FOR C STRAIGHT Al BANN POLE NOT SHOWN FOR Of" q RAIL 0
REFER TO ST-11 FOR INNER P O L E I WWI_R WW4 REFER To ST-11 FOR BANNER POI,
LOCATIONS. '-0 LOCATIONS, 4�. RAIL L 0
} TYPICAL • 72 w l
COLUMN AT BRIDGE
COLUMN AT APPROACH SLAB C LUMIN OR LLJ
P C
COLUMN OR EDESTRAL o CD C-5
r. AL SEE ELEVATION jA ` C-) — U)
w m <
SEE W fi
SEE 8' JOIk'r
10" ELEVATtO 1. ELEVATION I iv POLYETHYLENE rL RAIL E
SLEEVE WRAP , v— P�,(,_SA
4' 4' 1 J j
30
S (ON
S u C-)
OPENINOPENINGS a 12" CHAMF AT E
03 ST1
E DETAIL
T '-4 SEE DETAIL (5) #3 STIRRUPS LAj
w _I-
v
(4) SMOOTH C
W (6) #6 CONT BARS m
TOP OF
SIDEWALK TOP OF SID
SIDEWALK ENALK
SIDEWALK DIETAIL
w (4) #6 DOWELS I:
WWI-L NOTE: F_
-Y- CHAMFER Crl) AT JOINTS SHALL BE p,,UOCED=,jOINT LL SEALANT WITH j
im %- CRAMFER (TyP) BACKER ROD COLOR (F 5
, I T I E L SHA MATCH RAIL
I Iii (4) #6 - V-11" COATING. SEE A1.111 _TAJL5 (Iw) ON SHEET
(4) 16 DOWELS J SIMILPA DETAILS.
j� STRA BARS AT 57- 1.) FOR
4 WW1 -R & WW4
L PANEL -.1 _U
APPROACH SLAB a EXPANSION JOINT AT RAIL p
T ry
q RAIL RAIL AT TYPICAL RAJ 1/2
# EKP JOINT (4) 4."- ANCHOR
RAIL AT BRIDGE -0' BOLTS 15' DIAM7EP
--e- COL Z
BOLT lRCL:E
(SJPP WITH
S
DEIAIL
C.
IN iy, (2) COLE J (SEE NOTE AT 7,/'ST-12) e ES)
LIGH, -OL-
P! IV SMOOTH D WEL
L,: E - -EC I I'D
WITH
. v
El
id LE ROOFING FELT
; IN �')
TYP I I L tCTctICAL CONDUITS I'-D" a t�4 a' (ONESIDE O
2' -1 ONLY)
LIGHT/BANNER POLE
AN
TIES
r7l
0 NOT TO SCA-1
i IE —, ; _�Y. t7yr)
13 TIES
L
7yP L
(6) #
9 4 (2) f
#7 1 . "R�
.. I i 'lop of S IDEWALY 7 , , - j
S
F3 5 7
ST -12
/2'.1 -0
C %wcp (y EXPANSION JOINT AT
WINGINALL AND COLUMN
Fon, SUBI,41-rTAL
N SECTION SEC "7E 31.7-17-1-
sg SECTION SE CT ION _
4j
FVo
t
Uf.i I.
L ... I
x�° I
5.11 of Fla
H DEFINITION
T
x� I •,� III y -' 112 °p H : 19' N • 1 20*
BARS A
H > 1 4
BARS Ai • U .1 .5—
oa::- D .1
A, Y. I t
U IS" from po,nt r-
12, loeor J in, t1 112
B A
B
Lj
SEC 7 ONS
4'
ARS AS I BA As
LOrn 141 2
1H 1. :I�; 1 1 B' -5 1•
U
BARS As
BARS A4
L 41
D
A
BARS D, H , T u
ARS F Q
Al as J
u Al,
A�
- 7
H
PART14L A'4LL ELEVA
L
J-1
L -1
L 4
BARS Ar BARS B
I
11 m All r-1-19 "'.1 6'.F. A.. rD . . ..
.. ..
BARS U
D.
Brian. n,wAror
RETAINING WALLS
RW I (H) A
PROPERTIES
HLIM'UNLINU t�iLitL FUH ONE .5Z' PANEL (DESIGN A)
-
ITY
n,,Ir 111—
I - - I
I- ?E -i- - '
'5 -611, - 2! .11- 21 ... �, - 9 '
'r I . " ,.. ',� I 1 11, 12 W
og S3
o ~ Y�o
Wot
F.
W
Z
x� N
t
Y
AS DETAILED FRONT FACE VERTICAL
ALL HEIGHTS BACK FACE SLOPED
16csis for payment)
ALTERNATE STEM SLOPE DETAILS
Walls with slopes other than those shown may be used after
a th Eng a Sw .hall not be less than shown
In pp Tabl al o by n Sheet 1. +n No payment will be mode for excess
concrete due to changing of slope of wall stem.
4 " 2 l� .
I F
i
i
II K % l
min
PVC WATERSTOP TYPE "A PVC WATERSTOP TYPE "B"
Note= Dimensions and shapes
on monufacturer. depending
Type "A"
Use spacerfa. stems
f nequo. thickness
Type "B"
Typo "A" o
Waters lOD i
V °\ �
Wale -stop U_ space' for Stems
.. �.! Inequai thickness
�
,�
l 1
IIf
Bars F Y'
— �
Edge .. wall
Etlge of wall
I
Dip x 3' -D"
smooth dowels 1
Compre mle plcy I
Sors F
I I \
at 1 ' - 0" p -e
Isppnge, e[c.: 11 1
•B x 3'-0"
Z O:
_._._._._._ ___
r
................................. _ _ _ _ --------- \ _
Type 10
P
1\
'
dill erence in lop
ient
E pan ei.n
\P' l.C. Polyethylene
of footing elevailgns
is lest than 6'.
l
Joint mat' —�
leevc r wr p with
30• afing felt
I
Face of wall
y4" chamfer
9
\ —Face of wall Y." chamfer
EXPANSION
JOINT
CONSTRUCTION JOINT
4 " 2 l� .
I F
i
i
II K % l
min
PVC WATERSTOP TYPE "A PVC WATERSTOP TYPE "B"
Note= Dimensions and shapes
on monufacturer. depending
� Dowel
Bars F
PARTIAL ELEVATION PARTIAL SECTION
SHOWING WATE RSTOP AT FOOTING JOINT
OUn'einforced .Glass "C' Concrete when g. refence r• u u. x
vations m less than 6'. Omit when Dowel Bors F -an be
placed batwean odjOc"l footings with 4" cover top ono D.11am.
of
Face of v. ol:
wall Type 10
Weterproolinq
— WO er pOaofing rv i M �';
I _
i
I
H
JOINT AND WATERSTOP DETAILS
Face of
Wall —
4" weep holes at
16' may (slope
to drain) 1c
hardware to lh
centered behind
opaninq
Finished
Crane
Top of
ondlslurbed -f--
or compacted
soil —
Place toe and
key against
disturbed soil
Finished grade
r rl4
I
2'
—Filter
/ oterial
Concrete coarse
I Ga
a ggreg a te
2or 3
�4 la If pipe .....drains
— pre req ked. he
nowline t
d nets
shall be .s Shawn
elsewhere in the plans
`:g: and the can<re[r coarse
;w aggregate shpllbe
iol rv' .I, _ima tely cente-ea
n Lhe uh.erdrain pipe.
c ran f� 1 If pipe derdrain5
are used, omit w o hates.
DRAINAOE DETAILS AND
EXCAVATION DIAGRAM
gate A� st-- c—se cggregete of tris Ieve!w er veep .ales re sec.
Note e Use c 'e0.te tc here with fitter mg£eriaiaagve -h _tlerasami a.e uses.
GENERAL NOTES:
Walls are Designed assuming nil weight of
oil• 120 pct, and coefficient of —tat
earth pressure - 0.33.
Walls ore designed to provide o minimum factor
of solely against sliding of 1.5. The undisturbed
or comDac led soil depth in front of wags, from
botiom of Key up. shall not be less than
Kw Fl • I
Retainin w g ails are to be platen a
grades up rein 1c with th fabling vet, with no
ghanges m rein fo r cing sleet- Stee per grades
can occommatl.tetl by shortening Bars netB
blind in tl increasing length of legs of Bc t rs U by he
same omoun L. No change in Quantities willbe
in v oll-of
11 taming ails may ba plgcetl on Horizontal
Curves by adjusting lengths of foa"na Bors T
and H. Minor revisions of Concrete Ouontilies
may be r q'ir 4.
Designed n eardonce with current AASHT^.
Standard antl Mterim Sae c ificalions.
Aleoncrete to be Class "C ".
Al reinforcing steel to be Grade 60.
Texas Deportmenf of Transparfe.lon
8.1age Dle&on
RETAINING WALL
MISCELLANEOUS DETAILS
R 2
r.�a,
Face of
Wall
Typo "A" o
"8" Waters top
Equal
I
t
c o
/-- woterp 0 aarinq
t
is 9"
6
I
6..
I Z at
Z O:
BARS 2 f•5)
2 , a _ a
Type 10
Omit 9- 2 her
Wot erprcolin9
dill erence in lop
1
I I
of footing elevailgns
is lest than 6'.
� Dowel
Bars F
PARTIAL ELEVATION PARTIAL SECTION
SHOWING WATE RSTOP AT FOOTING JOINT
OUn'einforced .Glass "C' Concrete when g. refence r• u u. x
vations m less than 6'. Omit when Dowel Bors F -an be
placed batwean odjOc"l footings with 4" cover top ono D.11am.
of
Face of v. ol:
wall Type 10
Weterproolinq
— WO er pOaofing rv i M �';
I _
i
I
H
JOINT AND WATERSTOP DETAILS
Face of
Wall —
4" weep holes at
16' may (slope
to drain) 1c
hardware to lh
centered behind
opaninq
Finished
Crane
Top of
ondlslurbed -f--
or compacted
soil —
Place toe and
key against
disturbed soil
Finished grade
r rl4
I
2'
—Filter
/ oterial
Concrete coarse
I Ga
a ggreg a te
2or 3
�4 la If pipe .....drains
— pre req ked. he
nowline t
d nets
shall be .s Shawn
elsewhere in the plans
`:g: and the can<re[r coarse
;w aggregate shpllbe
iol rv' .I, _ima tely cente-ea
n Lhe uh.erdrain pipe.
c ran f� 1 If pipe derdrain5
are used, omit w o hates.
DRAINAOE DETAILS AND
EXCAVATION DIAGRAM
gate A� st-- c—se cggregete of tris Ieve!w er veep .ales re sec.
Note e Use c 'e0.te tc here with fitter mg£eriaiaagve -h _tlerasami a.e uses.
GENERAL NOTES:
Walls are Designed assuming nil weight of
oil• 120 pct, and coefficient of —tat
earth pressure - 0.33.
Walls ore designed to provide o minimum factor
of solely against sliding of 1.5. The undisturbed
or comDac led soil depth in front of wags, from
botiom of Key up. shall not be less than
Kw Fl • I
Retainin w g ails are to be platen a
grades up rein 1c with th fabling vet, with no
ghanges m rein fo r cing sleet- Stee per grades
can occommatl.tetl by shortening Bars netB
blind in tl increasing length of legs of Bc t rs U by he
same omoun L. No change in Quantities willbe
in v oll-of
11 taming ails may ba plgcetl on Horizontal
Curves by adjusting lengths of foa"na Bors T
and H. Minor revisions of Concrete Ouontilies
may be r q'ir 4.
Designed n eardonce with current AASHT^.
Standard antl Mterim Sae c ificalions.
Aleoncrete to be Class "C ".
Al reinforcing steel to be Grade 60.
Texas Deportmenf of Transparfe.lon
8.1age Dle&on
RETAINING WALL
MISCELLANEOUS DETAILS
R 2
r.�a,
Page 1 of 1
Keith Marvin - FW: Bethel Rd - Coppell Rail Detail Submittal
From: "Kim Entrekin" <Kime @JRJPaving.com>
To: "Keith Marvin" <KMARVIN @coppelltx.gov >, "Caleb Thornhill" <bct @ free se. com>
Date: 8/4/2010 12:34 PM
Subject: FW: Bethel Rd - Coppell Rail Detail Submittal
Attachments: Bethel Rail Details IOAug04.pdf
From: Dean Dumke
Sent: Wednesday, August 04, 2010 10:46 AM
To: Kim Entrekin
Subject: Bethel Rd - Coppell Rail Detail Submittal
Importance: High
Kim,
Please forward the attached Submittal for the Coppell Rail to be used on this project. Please forward to Keith Marvin,
Coppell, and Caleb Thornhill, Freese Nichols. In speaking with Keith today, he felt that emailing him and Caleb at the
same time will assist in expediting the process in getting these back.
Also, Keith is still need a log on everything we have submitted showing what we are waiting on approval and what has
been approved.
Thank you,
Dean Dumke
Sr Project Manager
#469- 223 -7879
JRJ PAVING, L. P.
From: Laura [mailto:laura @ntbridge.com]
Sent: Wednesday, August 04, 2010 7:20 AM
To: Dean Dumke
Cc: steve @ntbridge.com
Subject: Bethel Rail Detail
Importance: High
Dean,
Attached is NTBC submittal on the rail details for your approval. If you have any questions let us know.
Thank you,
Laura Chance
Contract Coordinator
North Texas Bridge Co., Inc.
Phone: 972 - 924 -3557
Fax: 972 - 924 -4713
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4C 595 E5FCity_... 1/12/2011