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VICINITY MAP
D RAW IN G I ND EX
06*0
WAS
......................... .
SHEET N0. - DESCRIPTION
l PROJECT LOCATION AND'SIGN LAYOUT
2 TOPOGRAPHIC AND STAKING M P
3 BRIDGE PLAN AND PROFILE
�f
4 ~ TYPICAL TRANSVERSE SECTIOI AND DETAILS
=5 ABUTMENT CAP 'DETAILS
6 PILING AND WINGWALL DETAILS
7 INTERIOR AND EXTERIOR BEAT DETAILS '.
8 BRIDGE GUARD 'RAIL DETAILS
9 PLAQUE DETAILS (HCFCD STAI)ARD)
COUNTY JUDGE J'®N' Ll' Y
I-IARRIS COUNTY FLOOD CONTROL )ISTRICTNDSA HOU STON , TEXAS
PCT . EL FRIA NCO LEE
CONSTRUCTION OF VALLEY VIEW ' BRIDC E OVER
PCT 2 JAM'
bES FONTENO H.C. F.C.D. UNIT F
PCT 3 ELIZABETH L 0 CHRIST CHECX RECOMMENDED: t000 5
PCT
AY(///��/■TOM A. PARKER, PE W.A. VVANS,JR., RE.• L( E. Ai Li 1./ NSWATERSHED CO ORDINATOR ASSI'TANT DIRECTOR ! JR. TECI N CALL
Ho
C. F� Ci D. DIRECTOR J. SUBMITTED: APPROVED: 1 /l
B. GREEN U
Co Me C EN, P.E. J. l REEN , P.E.
ENGR. CONT. MGR. DRE( POR
-- _ �._ .
BENCH MARK
VERTICAL DATUM:
NGS MONUMENT NO. D 1205 - DISK SET IN THE TOP F THE EAST END OF
THE SOUTH CONCRETE HEADWALL OF A 4-CIIANNEL CONCF:TE CULVERT ON THE
SOUTH SIDE OF HIGHWAY 225 AND APPROXIMATELY 1.5 11LES WEST OF
If AWAY 14G
ELEVATION = 22.99 (1978 ADJ.)
T.Q.M. = CHISELED 'IX" ON TOP OF THE EAST SIDE OF HE MOST NORTHERLY
lB-TNCH RCP, OF A SET OF 3, UNDER VALLEY VIEW ROAD, 1PPROXIMATELY 155
FEET NORTH OF THE CENTERLINE OF PLAINBROOK ROAD.
ELEVATION 19.42
N
—_ GROGKETT� I
I �I I IN NOTES
I J I 1. CONTRACTOR SHALL PROVIDE CONSTRUCT ON
BOW'SIGNAGE IN ACCORDANCE WITH THE TEX S MANUAL
Izl �sl I I ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS, PART VI, CUR ENT
I EDITION.
' I \ MILLAM
I of M4-IDL
INORTH P STREET
NORTH —P. STREET �_ THRU TRAFFIC
---- RII- 4 I v r
jylll RII-2 IN I 98'x30
-- STREET
CLOSED
I LITTLE BROOK ROAD PROJECT
— // LOCATION _,_ _----- �\ —_---- TYPLA OI•RRICPOES H. C.F.C.O. UNIT FI01-O6-00 --
OI -- -- ------ -- -- --- ON WOODEN SKIDS
w/F ASH PS �— \
—_p LA1NBROON ROAD
UNIT F101-06-00 - PLOD
AINBRH R0�
-- H.O F.0 0. I I I \
o� STPEET II I I
I r CLOSEDRII-2J I f I I \
46x3d_ I
£ I \
I � �6UNSET RIDGE O
-1 I ImI
ELIZABETH LANE II
I I STREET CLOSED I I ----
nI THRU TTORAFFIC
I I I
-� --- •STPEET
RI-4 NORTH
60a30F
I�
X I DerouR
NORTH L STREET Io ;4Box IB-IDL I
- ' IIn
ylO
In
wa
o
Rev. Date Descr Ition App. <;
VALLEY VIEVA BRIDGE
H.C.FC.D. UNIT FII 1-06-00
PROJECT LC CATION
AND
SIGN U YOUT
Design By: M.L.Z. lob No: IE 300
Sheet
?S Drawn By: J.G.R. Scale: I11= 400'
Checked By Date: MAR :H`, 1988 of 9
LANDEV EN GINEERS, INCol
1706 SEA MIST DRIVE
Houston, e x a s =77006'
nvu. vc. i.n.
(STA. 9 + 16.1 l ,40L56� LT. )
_ 4+00-NORTH BASELINE
' N = 693,777.595
E =3,252,025.716
20.4 iO.tj1.2 2060810 •p62
I I I +
M
TOP OF BANK � /
0 FL
t y0 I
42° R.C. P.
2�
L / T T EEBROOK ROAD (so � W/DE)
SAN MH � �
R/M 20.37 I
2(/2'iV6Sl/L6 � 2p 6 � W
MA/L G� �
_ FND. //2"/.R. (STA. 3+35.00,40.52� Lt) BOX j
' /.' // /��/��/ Q
� � 30. 0' -'' f0.5
:{
21.2 ��
1r)��
L
1 `�t
1`(� ` n,
1r5V��< � I�
1�
t./ � �(�•
r. '
30� H.C.EC.D. R.O.W.
Voi. 6766, .Pq. 295 H.C.D.R.
WODO
CHA/N L/NK FENCE
a
¢
I,a
WATER
METER
Q
O
N
1 j1.I
� �, � �, �� " TOP OF BANK
ntV"^�'`' ?i 20.2 -~ 20.6---20.6 200 11
v ,� r o
_ i6.
0+00-EAST BASELINE � TOE OF SLOPE
N= 693,567.487 = 3-4B��R.GP
E=3,251,836.362 EAST BASEL/NE
N87°01�33��E �1 19.6--_ p,l 6..
2 b ----- 20, 3
-X� 1p _ TOP OF BANK m
n o
30� H.C.F.C.D. R.O.W.
METAL SHED Vol. 6655, Pq. 227 H.C.D.R.
20.6 I 20'6
r�
PL A /NBROOK
TOP OF
i �'
_,-, � JJJ
�,.1��
20,9
GUY W/R
ROAD (so' W/DE J
�O/RT OR/VE
STREET S/GN'�
SAN. MH
R/M 20.3.E
2 (/2 )J/l1. 43
2(B"INJ/3. B2
- ,. ... _.. MA/L BOXES
h
0
z
i t ,4
,- TOP OF BANK
€ O/TCN
2t • 2 20,0
N=
E=
-. Q
W z
3 Q
m
m W
88 �Z •p8 20
o_
NI
MA/L BOX
ti
N
Q ��
ZI
g6 10
��. �n
FND. I/2�� LR. j
(STA. II+16.37,19.43�RT.)
j
8 L
�I� I9
p0 � 20 t9. �
� 24" R. C.P I j
' � /�O/RT OR/Vf � �
FL1
I
• I
I
TOP OF BANK I
¢ D/TCN 7
-,I
i ti �
��/riiC/�^+
'I
1 I8.)020, I 20.3
,�
k j
WATER METER /
' k I
,. a
\ L I
� 43 P.P I
`\l FND. I/2° LR. IN CONC.
J�" I � i. 2p,85 � (STA.3+19.26,E45.02�LT.)
�P I CONC. OR/VE �" 30� H.6EC.D. R.O.W. i
� � f� ",: Vol. 6495, pg, 190 H.C.D.R. BARBED W/RE FENCE '
I :.�:;; ;
�� .,
�--t X X X
N87°01'2p� 99.77�(CALL 100�)
// TOP OF BANK
11� 120 O 20.2 J' 19.8 �- 19•--F'
0
O 3
� F . T.B.M. � 8 TOE OF SLOPE
'f• ------------IB•---
)12 F"1 4 - - - - - - - - --t6.6 FLOW
6 • ... t6.3w•�-�
,.,F L _ ----- ---16• --------16.5
-te:�
19.4��
2p.
�y
m o 16 P,� BARBED
x •� t8r� �
'-' I �)
h p O
? � �, � B��R.C.P
R �+ �w IB�I51 FL
� � I
e ,'•
y \ I
Q i ) TOP OF BANK
W
y�j I ¢ D/TCN i�(i
O
� o a
'21 p9 0 •30 21. �.1 19.22 I.5 20,6
+ GUY W/RE
2(0 O i'i
3 I WATER VALVE (Tap E/er. = 20.B3J
zl I � I=�S.W.BT. PEDESTAL
/2'�
r 2 2 C�
Z I
O_
)-
v
Z
d
U
2 •92t � 2 .33 ZI
4T OR/VE�
-X-
-WATER METER
�--CHA/N L/NK FEN
�' p+-GAS METER
¢ D/TCN
p0.1
€ o/rcN VERTICAL DATUM:
a+oo-EAST easEUNE NGS MONUMENT N0. D 1205 -DISK SET IN THE TOP OF TH :EAST ENO OF
N= ss3s88.zat THE SOUTH CONCRETE HEADWALL OF A 4-CHANNEL .CONCRETE (ILVERT ON THE
�'---- 20. 5 -20 • t E=3,252,235.623 SOUTH- SIDE OF HIGHWAY 225 AND APPROXIMATELY 1.5 MAE: WEST OF
TOP of BANK HIGHWAY 146
'�� ELEVATION = 22.99 (1978 'ADJ.)
W/RE FENCE I X I r o u _ ..,,.o�, �., ,,..., .... -...., _- -.'- ---- --
�' �
5/B"/.R. (STA.-6+84.30,19.54�Rt.)
ai
10��
5'- 0��
4�-I°
SLOPE I'�
- __- _---y------
-�`� 3��0 PVC DRAIN ��
d' SPACED ia1 10�
-'
I
-II°
_
SLOPE %g�% FT.
��
Y
37' - 0"
• - 27� - 0„
a
� BRIDGE
SYMMETRICAL
(�� ELEV. 21.25
����
�2�SPACING (TYP.)
(7
SLOPE I/g%FT.
-►
`--�
= aa'-�"
TYPICAL TRANSVERSE DECK SECTION
SCALE � i/2" = I'-0"
$ -0
10�� 4�- i.. i.� -
I
GRINNEL FIG152CONC. INSERTS
OR APPROVED EQUAL. LOCATE BARS 501 @ 6��O.C.
AT 10� C-C BETWEEN BENTS.
SEE GUARDRAIL (TYP. EACH SIDE )(FOR BARS 402@12��O.C.
(SHEET 8) FOR REINF. 3)q" RfJD) •
IN PARAPET WALL � BARS 401 @ 12°O.C.
3�� PVC DRAIN(o� 2% SLOPE ( / _-(
- 'co
- 8�� L_
_ F-- I u
v -
_' FUTURE - �� `��
- CLEVIS HANGER � '
(BY OTHERS)
BARS 401 @ 12��O.C. �
I i'_ I i�� FUTURE 6�� WATER LINE I � ,
t0� 4-I '
i;
B SIDEWALK DETAIL
L} SCALE 3/4"= I'-0" _
RAILING AND PARAPET WA
SEE SHT. 8
u
- �
... _..
_�
'v
_�N
N
1/2� NEOPRENE PAD
��, PBUTMENT
I�- 6�
2�
lo"
6�-1. %2��
PROP TOP OF CU
SEE DETAIL
����
5�- 0��
,�
6 V2��
SLOPE I��
_ ,.�.
— — „ �
3��0 PVC DRAIN
SPACED (a) 10�--_----
ELEV. 19.35 10" ��•�' •
�-APPROACH SLAB
B CURB DETAIL � _
i�-II° 4
N.T. S.
L4"x 4��x3/g�x 27�
L 3 %2�x 3 %2�� x 3/g x 27� WELDED TO w/ %2� 0 STEEL
L 2��x 2��x 4/4 �x 37� WELDED TO END PLATE ROD ANCHORS G� 12��
NOTE- ANGLES TO BE WELDED IN FIELD AFTER EA. APPROACH SLAB
PROPER�FINISHED CAMBER OF BRIDGE
SPAN HAS BEEN ESTABLISHED.
I
�3/4�0HOLEna 6��--- I SEALERED JOINT
)ACH SLAB 1/2' x 81/2� NELSON I/2� E DE�i AIL E
STUD Cod 12��WELDED TO L 4 SCALE NONE 4
x 2
V
O Z � I ��'
- �
v
I/4
w� I�� PREMOLDED EXPANSION I
- w � JOINT MATERIAL
• o r � F� ?
a ' to
a a m I/4 ��
o {
t-: '
i
FOR WING WALL DETAIL x � ,� � , � �•` ,,
SEE SHEET 6 w 1
� EXPANSION JOINT DETAIL �yngn�G
a SCALE � 3'• - I•- 0"
o r '� r a
t� U,
6�� TOP OF PAVEMENT N0.6� 6°O.C. 5��3"� � }�
j
- o
'.. ra
\ '
. 2�-0��
• 6"
2 LAYERS 30�
ROOFING FELT
�i
. I
COMPACTED CEMENT STABILIZED
I'-2�� I'-0�� SAND (2.0 SACKS/TON)
- (PAYMENT FOR THIS WORK TO BE
INCWDEO IN THE TOTAL BID PRICE
-4 FOR CLASS °A° CONCJ
c END ABUTMENT DETAILS
4 N.T.S.
REINFORCEMENT BAR
SCHEDULE FOR
ONE 40=0�� SLAB 9 SIDEWALKS
MARK
NO'
REO'D.
.LENGTH
TYPE
A
IM I N
D ENS 0 S
B C D or R
WEIGHT
501
160
I I' - 7 •'
120
1933
401
47
3B'-6'•
STR
1245
402
40
33'-2"
.STR
865
BAR
BENDING
DIAGRAMS
BAR
EXAMPLE � �
SIZE BAR LOCATION
��
3' 0' 2'-10„
t20
ESTIMATED
QUANTITY
SUMMARY FOR
ONE 40�-0�� SLAB 9 SIDEWALKS
ITEM
N0.
DESCRIPTION
UNIT
QUANTITY
REINF. STEEL
l8.
4063
CLASS •'A•' CONCRETE (SLAB 9
SIDEWALKS)
CY.
- 27
_!
w n, -
�Q
a � 8��
o ��
_'
N
V
_ ro
'v
iV _V =\ _ _
� DOWELS-'r �
� PILESI
BARS 506
CL 16��50. PILE
SEE SHT.6
r-
a'_
7� -6��
` 37'- 0��
a
� ROAD
,ABUTMENT
FACE OF ABUTMENT WALL � � CAP a PILES
BARS 801 (TYP.) BEGINNING OR END OF BRIDGE
r � - � /!� t-- � r-
�_' _ - - - -
L_ - _' �-
4�-2�� 4�-2�� 4� -2�� 4�-2�� 4�-2° 4�-2°
'
7�- 6�� 7�-6�� 7�-6��
7 SPACES AT 4�-2�� = 29� - 2'�
PLAN — ABUTMENT NO. 1 AND NO. 2
SCALE � I/2 ' = I'-0"
2 BARS 50
c SECTIO_N
5 SCALE�1��= 1�-0"
507
512
506
511
BARS 401
- � - ELEV. -ABUTMENT NO. 1 AND NO. 2
SCALE : I/2 = 1 -0
' ��_-z Zino
� SECTION
rj SCALE � I"= I'-0°
ill
509
9ARS 511
:TeT:Z.Yd3
I �- 3 3/4� BAR 505 -\
i�� PREMOLDED EXP.
- �'- MAT'L.(ENTIRE LENGTH
� AT EXP. END ONLY)
�. PILE �
- - &CAP N
10�� , BARS 504
�;
N
� BARS 505-
BARS 502-
� p Cil
- w �.
m � �°
� -
N LV M
I Z _��:
3��CL.@ END
4 g
I
1
i
2'- 4„
2-4 3°SLEEVE CAST IN BEAMS
CONTRACTOR SHALL FILL DWL.
I° 131/2�� HOLES AT FIX. END WITH NON- 13 !'2° •1° 13 y2��
SHRINK GROUT AND DWL.
6" 7y �� HOLES AT EXP. END WITH 6�� 7�`L��
ASPHALTIC MASTIC BEFORE
POURING DECK SLAB. ,� D
1 S E DET, e
I
2 LAYERS 30 LrBS. �
� ROOFING ,)=ELT I i �
I I oa Ili_ v a
I I o BARS 502 I( 3�
I ( N � BARS 503 I ( � � p
-- � -
- {
BARS 701BARS 701
BAR 801
I I
BARS 501 BARS 501
._..__� -I---�._._ '
i � 2"I � N
STRANDS PALING BARS 401 i � (TY �.) j
I BARS 701 BARS 70i �
_ � i
;rl
�2��PILING BREAK BACK
A SECTION
5 N.T.S.
3�� SLEEVE CAST IN BEAMS
CONTRACTOR SHALL FILL DWL.
HOLES AT FIX. END WITH NON -
SHRINK GROUT AND DWL. HOLES
AT EXP. END WITH ASPHALTIC
MASTIC BEFORE POURING DECK
SLAB.
2
Qm
oa
2�-4��
I�- I I/2� I�-I I/2�
L. 6�� 7I/2��
/ ( SEE DET, e
4
o �-� 2 LAYERS 30LFBS. I I
aN ROOFING FELT I i I
a I -
J � I ( a
J '
C
Y BARS 502 � I
p a BARS 503 � �
m
'v
N
BARS
701
BAR
801-
BARS
501
BARS
401
BARS
701
5
\N
N
I I (TYP)
i
BI SECTION —FIXED END
5 ".TS. .(ABUT. NO. 2)
REINFORCEMENT BAR SCHEDULE FOR ONE AB
fTMENT CAP
w/WINGWALL
MARK
RN��D
LENGTH
TYPE
DIMI
NSIONS
W`IGNT
A
E
C
D or R
401-
36
8�-S°
109
I'- II % °
2'-�
I/2"
4°
208
501
2
40�-2"
105
36'-6°
I' -I
i'
gq. ,.
502
2
36'-8°
STR
77
503
27
5'-2"
105
0'-7°
2'-
I/2°
146 ''
504
14
T-3°
105
0'-7°
3'-�
'
106
505
8
4'-7"
STR
38
506
20
2'-4°
104
I'-2°
1'-;
'
'' 49
507
20
5'- IO°
STR
122
508
4
5'-II°
I08
1'-2°
4'-
25
509
12
7'-0"
STR
88
510
12
5'-O"
105
0'-10"
2'-
63
511
4
14'-0"
105
0'-6"
6'-
�
5g
512
10
12'-6°(AVGJ
105
Q-6°
5'-9'fi
a�'
130
701
8
40'-6°
105
36�-7°
i'-
i°
662
801
8 _
2'-4°
STR
r� t
BAR BENDING
DU
GRAMS
8I�
104
BLU
105
---�
I
5-``�
S
��'
;I_ A I
109
ESTIMATED
QUANTITY :
JMMARY
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
REINFORCING STEEL
LB.
1906
CLASS °A° CONCRETE
(ABUT.)
CY.
13.0
I" CHAMFER
OR I" RAD.
THIS `PROJECT
�--
0
BARS 509 Q 12"O.C.
EACH FACE
io
iV
BREAK BACK PILING
TO EXPOSE 10" OF —'--
STEEL STRANDS
16" SQ. PRESTRESSED--_
CONC. PILE
I7
9:. R.O.W.
�I'�
EXPANSION JOINT ytAT�L. ' I
i
!-4"SIDEWALK � 1-1
--�- I r ►�
,�
��
�\ � APSROBCH
8AR 510 ��EMENT STABILIZED
SAND
- O �'
"MIN. CLR.
s WING WALL SECTION
g SCALE�3/— 4 I-0
—ft ABUTMENT
i
a WING WALL DETAIL
6 N.T.S.
4 14 SPA. AT 3" = 3'- 6"
��
4 SPA. AT I"
CUT STRANDS FLUSH WITH ENDS
T
�yA
2 Y2 ��
- N
0
OPTIONAL F
SEE TABLE
r,orcrcEcclNG
c
1" CHAMFEF OR
I" RAD. (TYP.) -
iPIRA� HOOPING
BRIDGE ELEVATION, FOR
SPIRAL MOORING
6" SPACES
DETAIL OF PILING
SPIRAL HOOPING
2"� 4d)I" 14 SPA. AT 3" 6" SPACES
= 3� 6"
� 6 BARS — ' '
PROVIDE ONE FOR EACH
EXFO�EC STRANC
14 SPA. AT 3" = 3'- 6"
4 SPA. AT I" -
4" 2"
I° CHAMFER
OR 1" RAD.
BARS 507 G� I2"O.C.
EACH FACE
IF OPTIONAL HOLE IS
USED, PROVIDE A 2'
-.2" SOLID END AT EACH END
'-- AND A I° � VENT HOLE
NEAR THE TOP OF� PILE.
������-�
�ii/��� '
TOP OF PILE AS DRIVEN
I�
TYP. SECTION THRU PILING PILE BUILD-UP DETAIL
0.7E _ 0.3E 0.21E 0.58E 0.21E
L � I L
I -POINT PICK-UP .. 2- POINT PICK-UP
CUT BACK 18" IN LENGTH'
TO EXPOSE STRANDS
TABLE OF ELEMENTS FOR PRESTRESSED CONCRETE PILING
Pile
Area of
-�/16"-250k
�/I6'-270k
a/2��-250k
%2'�-270k
Size
Pile
Hole
I
Wt.
Strands
Strands
Stronds
Stronds
" D"
Sec.
Size
In.4
Lb./Ft.
No.
Fi
F}
No.
Fi
F}
Nam.
Fi
F}
No.
Fi
F}
$q. In.
"H"
Kips
psi
Kips
psi
Kips
psi
Kips
psi
14"
194
NONE
3110
202
10
189k
77.9
8
174k
716
8
202
831
6
173
715
I6"
254
NONE
5340
265
12
227
714
12
260
820
10
252
794
8
231
728
18"
322
NONE
8600
336
16
302
751
14
304
755
12
302
751
10
289
718
18"
258
9"a
8280
269
12
227
703
12
260
807
10
252
781
8
23Y
717
20"
39a
NONE
13150
415
20
378
760
18
391
765
14
353
709
14
405
813
' 20"
30�
II"4
12430
316
16
302
798
14
304
802
12
302
798
10
289
763
24'�
574
NONE
27380
598
28��
529
736
24
521
726
20
504
702
18
520
725
"20
378
762
18
391
787
14
353 711 14 405 815
24"
397
15°4
24890
414
GENERAL NOTES FOR CQNCRETE PILING
1. CONCRETE FOR PRESTRESSED PILING SHALL BE NATURAL_ AGGREGATE CONCRETE
RELEASE STRENGTH (f'ci) = 4000 P.S.I.
MINIMUM COMPRESSIVE STRENGTH 28 DAY (f'c) = 5000 P.S41.
2. ALL_ CORNERS SHALL BE CHAMFERED 1" OR TOOLED TO 1" RADIUS
3. ALL DIMENSIONS RELATING TO REINFORCING OR PRESTRESSING STEEL ARE TO CENTERS OF BARS OF STRANDS
4. SPIRAL HOOPING SHALL HAVE A MINIMUM DIAMETER pF .207"
5. PILES SHALL BE DRIVEN USING A HAMMER HAVING A MINIMUM ENERGY RATING OF 19,500 FT. - LBS. TO THEIR FINAL TIP
.ELEVATION
6. COVER TO THE CENTER OF STRANDS MAY BE 3-i/2" AT THE CONTRACTORS OPTION
7. STRAND LOCATION SHALL BE SYMMETRICAL ABOUT THE AXIS'OF THE PILE WITH NO MORE THAN ONE STRAND DIFFERENCE BETWEEN ANY
TWO ADJACENT STRANDS
8. CONTRACTOR MAY DRILL PILOT HOLES 2/3 DEPTH OF EMBEDMENT AND DRIVE FINAL 1/3 DEPTH. MAXIMUM DIAMETER OF PILOT HOLE
SHALL NOT EXCEED THE MINIMUM DIMENSION OF PILING AND CONTRACTOR WILL BE RESPONSIBLE FOR THE FIRST 10 FEET OF BUILDUP
PER PILE FOR PILING NOT MEETING LOADING REQUIREMENTS � •
9. CONCRETE FOR PILE BUILD-UP SHALL BE NATURAL AGGREGATE CONCRETE, CLASS "F", AND A MINIMUM COMPRESSIVE
STRENGTH (f'c) OF 4000 P.S.I. AT 28 DAYS
39�- I I ��
3�-III � 9�-01/�� 12° III -II° 12 9�-Oy�� 3�-I
OMIT GROUT KEY
THIS SIDE ONLY
� — — — — r — -- ----)
o a � END PLATE _ .. K, � , � ( � END. PLATE '
Z _ R 4��x I/4��x 0�-4�� ( � SHEAR CONNECTION I I fC 4��x I/q� x 0�-4��
o - I (SEE DETAIL BELOW) (SEE. DETAIL BELOW)
0
-N (--------J, ------ ,�--------)
��:
f
' (TO MI:
EXTERIOR BEAMS TYPE B-1
N.T.S.
- o"
39"- I
I"'
3�-I11 " 9�-0 �� 12° 11�-`I I° , 12° 9�-0 3�-II
� I
_�
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� trND PLATE
END PLATE
z
fE 4��x %4� x 0�-4�� i
i'
' I
SHEAR CONNECTION R_ 4°x I/q�x 0�-.4��
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6
iS STRANDS)
I3'- 6��
12�-11'�
13�- 6��
NTERIOR BEAMS TYPE B-2
N.T.S.
4�� 4��
L. 2�� L. I _�� 2„- 2�� .
(k %4 �x4'x4° '�
/4 TYP.
I/2�0 x 6��
NELSON STUDS
END PLATE DETAIL
N.`T.S.
N
i
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N
,
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a
w
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a-,
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CH END ALL BEAMS.
)TMENT N0.2
EXP.)
BOX BEAM. LAYOUT FOR BRIDGE
N.T.S.
rL__
L J- - -
L�"._----__
��je,x3 a��x0�-4"—�
��
v� '`
i
_ � N I �8„
M
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�. 14- %2� � 270k STRAND
DEBOND 4 STRANDSQ 4�-0��—�
FROM EA. END
---t�
__�!J
c
� _ _ ii
^'
I
I I
I I
I I PACK JOINT W/GROUT
I ( AFTER WELDING
PLAN
�a
SECTION
GENERAL NOTES
4�-0�� NOM.
2�- 6��
4 N0.6 CONT
M< C�
I 0 VENT HOLE
CTR. EA.VOID "
TO MISS STRANDS
.n.n...,....
N
� �NI
M< A
5�� WK g
6 EQ. SPACES 6�� 6 EQ. SPACES
= 16�� = 16°
-TYPICAL BEAM SECTION
N.T.S.
� N
-_____-L�1 I/2�0 x 6��
----_ ---r.y ^NELSON STUDS
-------t� (TYP.)
�N!ELOED PLATE
CONNECTOR
�s,:
�-SE;;L JOINT CONT.
TO PREVENT GROUT
LEAKAGE
SHEAR CONNECTION DETAILS
N.T.S.
1.
CONCRETE FOR PRECAST CONCRETE BOX BEAMS
SHALL BE NORMAL WEIGHT (HARDROCK) WEIGHT
150 Lbs./C.F.
AT RELEASE f'ci = 4000 PSI
At 28 Days f'c = 5000 PSI
2.
PRESTRESSING STRAND SMALL CONFORM TO
ASTM A-416, �" �, 270 STRAND, WITH INITIAL
PRESTRESS OF 28.9K/STRAND.
3.
REINFORCING STEEL SHALL CONFORM TO ASTM
A-615, #3 and #4 GRADE 40, AND #5 AND
LARGER GRADE 60 UNLESS OTHERWISE NOTED.
4.
REINFORCING STEEL AND PRESTRESSED STRAND
SPACES ARE CENTER TO CENTER. ALl BAR
DIMENSIONS ARE OUT TO OUT.
5.
ALL STRUCTURAL STEEL SUCH AS ANGLES AND
PLATES SHALL CONFORM TO ASTM A-36.
6.
FINISH OF ALL CONCRETE SHALL BE IN ACCOR-
DANCE WITH P.C.I. AND A.A.S.H.T.O. RECOM-
MENDATIONS, LATEST EDITIONS.
7.
DESIGNED FOR HS 20-44 LOADING IN ACCOR-
DANCE WITH A.A.S.H.T.O., LATEST EDITION.
;,
%�
i
t ,
s�3�1 ��
NOTE:
OMIT GROUT KEY ON
EXT. SIDE OF EXT.
BEAMS ONLY
3� - 4� 3' - 4"
MIN.180°
�� HOOK
N0. 4
o N0. 4 �
BAR MCA BAR M< 8
3�-0°
9�� �� 10° 4� 9°
N0. 4
BA.R hM1t C
REBAR DETAILS
BAR MC A & 8 SPACING - 6 AT 3° 6 AT 6"
BAL. TO CTR. AT 12�
BAR M< C - 12 ° o.c.
Nee.
Dete
Deseri
•tin
A,,.
VALLEY VIEW
BRIDGE
INTERIOR
-H.O.F. C.D. UNIT FIO
AND
BEAIe� DE1
-06-00
EXTERIOR
AILS
Desip 1
let N3 19;
�0
Sbtt .T
>if 9
Dn�e 1�:
Seeb: NS.
.
CYeeMei D
Dete:'MARi
H,1988
C�
LANDEV EN
1706 SEA
Houston 1
GINEERS, INC .
MIST DRIVE
rxats 71001
--
��
o
L UJ "
GUARDRAIL POST SPACING DETAIL
N}T.8.
ILL
.EEVE
ALL
ILEEVE
rs a
iHERS
BURR THREADS AFTERI
ADJUSTMENT. TACK WEl
NUTS AND WASHERS.
GUARDRAIL DETAIL.
N.T.S.
`„<x,�,.,
.�,
6" F
)LTS
:RS
RS
. C. (MAX)
5 (CONTINUOUS
:XPANSION JOMITS)
FACE
WALK
IZ
II a 9n I "
�"��•
~
'�
SLOTTED HOLES
BASE PLATE DETAIL
N.T.S.
W c
m
a _ S' EEL PLATE (MMi. i/8" THK,
• � M U( V4" TI!!1(.-USE AS
R BULKED FnR VERTICAL
A AK►ST1tAENT)
SI-UM PLATE DETAIL.
N.T.a.
1�- " i�-4"
8" 31i�" x .188° WALL
GALV. PIPE SLEEVE � � "
3" STD. GALV. PIPE RAIL
d WELD TACK WELD
3 iZ� x .188° WALL I ' -
GALV. PIPE SLEEVE
-- -- ---- ',�" STD. GALV. PIPE RAIL ice" � � --- — _ -- -- _ — --- 1 -�" R
as � _ __ ___ _�� '
WELD TACK WELD
1�" R's
1SE !.'s
11+ITERIt�R._P�ST DETAIL END POST DETAIL_
N.T.B. N.T.B.
+ . . . I
. , . ,
is,.
0
Y
' ti
r t• 1, w
q
. . . . . . ' . .. - . • . -- . - - . - . . . - H . . . . . S . . . . :. .. . _. H -. . - :. H
IN: GIYAI.1, 11 !s% Q t ' E a/V- {•. HARRIS COUNTY FLOOD . CONTROL D I S T ICT 9,M1- - It
K... . ._ . I . . .. . . . N A E . .. c. . . . ..S T 1 - . . . . : . . ...... . : - - '. .- ...... .... ..... . .-.-. . ........i-. .. ....-. . ..•. . . ... . . .. . . - H
y- - , - - : .- :�_ , rr^.:.. �/� ~ . .. . ... ... . • Sri . . •"H}: N N
Ho ,
1 : 9 - . 1i� h th t
TOP OF S1BF. W .;t.'r: C ® UNTY S� UD E s/e A I a 0 4
I %a O
JAN LINDSAY - - I q
1 /r I ,
7 .
hie' I ` 0
FRONT VIEW
COUNTY. COMMISSIONERS MMM w }
1/a` j
PRECINCT 1 PRECINCT `
s/e ai
1 /a U tiPRECINCT 3 ]PlECIC
�/r F
1/C
ELIZABETH L • IT E • ® ,
I F,• I
COUNTS A �JDITOR
sir o w : w
q
I q q
• LA 1 / N,
O a K'
1/a• ; b ., . � •
f 11
1 /e - - - - . - - - -: 1
DISTRICTDIRECTOR - - -: - .- - - - - . - -- - - - -C. : -. - - :. : i-- < _ .. - - - - -- - -;- .- .-- . -
8/ 18
i
s/la' y
I /6
9/IC
;zl
SIDF }ti' :\ r..fi NTRA� T ® R �/a
9/
A
ri
A - - - - - - - - - -- - ( . - -- ------
A
/ 6/ 16'
1
4 i
/t� DARD .�NCHOR
( TOTAL OF 4 STD . ANC' } iORS i s/4' %lk
i a IN
•
SIDE VIEW a
- - - - - -- - - --- - - - - -- - - - - -- - --- - --- --- ----
POSITION OF PLAQUE D4TE
13" • 3
.•
xv- - - - - - - - - . - - - - - . - - - - , , .- - -- ; _
- - - - --- - - -- --- --- ---- --------- - ---- --- --- -- ----------------
OTES '' •
THE CONTRACTOR SHALL, SUBMIT A RUBBING OF TILE` PROPOSED PLAQ1 ' E TO - - - - - - - H - - - - - - - - - - : i - -- - :
- - - - - - - . - - - - - - - - - •: . - ---- - ------------- -- - -
THE H . C :F . CM . FOR APPROVA - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - - --- -- - ---c-- --- ---- - - ---------------------------- - ----- -- - -
L PRIOR TO -,FINAL CONSTRUCTION
THE DISTRICT RESERVES THE RIGHT TO MAKE NAME CHANGES AT THAT TIME
THE PLAQliE SHALL BE CONSTRUCTED OF : CAST ALUMINlM , OR BROW BRON 'LF,
HEFT NUMBER
IF NO STANDARD WINGWALL IS PROPOSED ," ` THE PLAQUE WILL BE MOUNTED - - - - - . - - - - - - - - - - - - - - - - - - : -. - - . - - --
- - - - - - -- - - - - - - - - - - - '" •" - FLUSH ON THE BRIDGE OSUPERSTRUCTL'RE ` SIDEWALK AT THE LOCATION - - - - - - -- - - - - - - - - - - - _v - - - :: :- -Y . -- - .:--- - . -: - - -- - - -- - -', z - -- - :----
- DIRECTED BY THE ENGI1'JEER .
_ .
• - - - - -- - - - - - - - - - - - - - - - - - _ (_ _ _ - - - - - - - - - - - - - , - - - --. - - - ,- . - - - - - - - -- - - - .-( j_----------< I
rs,:. ;
6PLAQCE
- • - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - -- - - - - - - - - --
- -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - -- - - - - - - --- - - • _ - - - - --- - - - - - - ------ -- ----------------------
iI
-.. : - - - - - . - - - - - - • - - - - - - - - - - - , - - - - . - S - . - - - - . : : : ; , , • t - v -; : - - - - : c
r,
,.