HomeMy WebLinkAboutF101 - SENS ROAD BRIDGE CONSTRPCT
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H.C.F
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EL FRANCO LEE
JAMES FONTENO
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PROJECT LOCATION
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VICINITY MAP
DRAWING INDEX
. SHEET'ri0. DESCRIPTIOrI
I' PROJECT'LOCATIDN AND SIGN LA OUT
Z SOPOGRAPHIC AND STAKING MAP
'' BRIDGE PLAN RND PROFILE
4 TYPICNL TRANSVERSE SECTIONS 1VD
DETAILS
5 ABUTMENT CAP DETAILS
6 INTERIOR CAP DETAILS
� PILING AND WINGWALL DETAILS
B INTERIOR AND EXTERIOR BEAM DE AILS
9 BRIDGE GUARDRAIL ANC CONCRE" _COLLAR DETAILS
IU` PLAQUE DETAILS
i
HARRIS COUNTY FLODD CONTROL D� STRICT
HOUSTON , TEXAS
CONSTRUCTION OF 26TH STREET (BENS ROAD( BRIDGE {
OVER H.C.F.C.D. UNIT FIOI-00-00
�Q � � ,,
CHECX Q^ RECOMMENDED: � � � �(`�-CIC� i�...�
TOM A PARKER, PE' A: A. EY, NS,;TR., P.E.
..WATERSHED. CO-ORDINATOR ASSISTA VT DIRECTOR
TECHNIC L DIVISION
SUBMITTED: / �+ APPROVED: ��' � � ; /
G.lf. GRE P.E.
ENGR. CONT. MGR. J B. GRE N , p,g
D�RECT01
8l - ��02-
N
�i � _J �
I I�
I—_ OROCKEiT�_ I s
_. � � � � I�
. .. � � I
.. -.. p . II I ��OWIE
I m� �_
� � �---
lol � --� �
�I (� i <.IOL ��
I 6' � IB
I x � M� I D TDUP
I vI � � I ��._ MILLf
-�� � � �
--'-'��'-�-� � NORTH P. 6TflEET
I __._�
— I I ---- --- �------ Ii -- O�IST9EE: ClpSCC �_
—_—---__JfI L � w 'I I Iml
-- � I I � � - RD ;R��FID
NORTN P. STREET ------'- O 6R
� G.3p`
,.
BENCH MARK
VERTICAL DATUt1: .
NGS t40NUt•tENT N0. D 1205 —DISK SET TN TI TOP OF jHE EAST END OF
THE SOUTII CONCRETE HEADWALL OF A �l-CIIANNE CONCRETE CULVERT ON TIIE
SOUTfI SIDE OF IIIGHWAY 225 ANO APPROXIMATE Y 1.5 MILES WEST OF
IIIGHWAY 14G
ELEVATION 22.99 (191i3 ADJ.)
T.D.61. = CHISELED "X" ON TOP OF THE EAST SI E OF THE t•tOST tVORTiIERLY
lf3=it1(`II RCP, OF A SET OF 3, UNDER VALLEY VIEW 20AD, APPROXIMATELY 155
FEET NORTII OF TIIE CENTERLINE OF PLAlNQR00Y, RO/ ).
ELEVATION 19.�2
riUTES:
1. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNF�E IN ACCORDANCE WITH
THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS, PANT VI, CURRENT EDITION.
� I xl
��I _ IF -I
IZ ^� of
IPI - �I LpD-
u I p'w ' tw RR c<D�
o ms.os � PROJECT 10CATION
_. _ i � -
. .urns a ooK Rpnn _.I I I.. __. _ ----
. i _ . __ _. _ _ . _ _ _ __�..__ _. _ _ _. _._—___-_. _ __.__ ._.
1 _
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rr R pl
I PLn NRnooK flonD 'cC\
- - - � R �-; J \ � �Ni
-----
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--- ----- _ � I ��
__ __ _ s scr Rmr,E __1 8�
-- � I � I pI , - I I Si REETDDI.pSED \
__CLIZ Pe ETH LPNE � 1 <I II RI R�AFF C
I I � I _ _ �__ _ _ � � 60 . 30
I � ��T//
a
m
_�-J L_- � �__.._ __ ___._ _ _ __ _____ L STREET
NORTH ---- ---_----
-__- il--- __ _ __-_ _ _. __ _ _
_ L_____ __-__ -__ _ I -'mil
�_ -_- � __.- ___ ___ __ ____ _ _ ___ __.�- _� � - �- ___-_ �-� Q DETOUR
NORTH STREET _ _,____ --_ -- - -- __ _ —__- -_ � -- -_- I � H I - 1p!
o I •le'
I I ImI I If
II
III
� CJ
Y
��3���$�
Rer. Date Descrii ion App.
26TH STREET (BENS 20AD) BRIDGE
H.C.FC.D. 11NiT F OI-00-00
PROJECT LOI ;ATION
AND
SIGN LAY )UT
Design By: M.L.Z. !ob No: 192 )0 Sheet '
Drarrn Bj: J.G.R. Scale: I°= � J0�
ChecMed By : Date: of �0
LI�NDEV Eldl i1NEERS' INC .
1706 SEAS IST DRIVE'
Houston,T xas 77008
r50
(STA. 0 + 75,-295.989)
°I r r
� J
! A 4
L- III ip 1'
off
—CHJI tlH
N = 693,757.262
E = 3,255,275.737
t�
30' W/OE H.C.F.CO. EASEMENT
(Vo% /873, Pg.3B3 H.C.D.R.)
TOP OF BANK
17 2
11,8
TOE OF
3 DITCH
II- --
j1 9
TOE OF SLOPE
TOP OF BANK
i'.
S 86�5648" W
0
0
30 4+00-NORTH BASELINE
N = 693,973.443
x I E = 3,255,463.802 -
6
114 15 ZO 14 20•29 20 1 17316'4 too
lass' 11�YI A 1Nv)
D� 21 I Z( .
x I W TOP OF BANK
Z'FI •' fL. 3 in
BARBED WIRE FENCE�K, _ Ig.O p5' HEAD WALL r'
g5T6of
6 06 6 G 55#
X III ,. 2. ' 2 ' I• ZI, 2
GIRT DRIVE I L I Z o -✓✓i :=,.!;•
2-24"R.C.P I �,
ti
fo. to
3'FU `t
i G.V. of Nut E/eu. _ /6.20 f.•
},
° /loop
ilk
off
��rr I � W �.' COD WALK WITH
1J P.P. r`-? m '' MIS a GUTTER
w
TOP OF BANK DITCH o f^ 21 252� B CG 20 9g a Zp Z0�2� C5 5�
O+") �' DITCH
t ^' J 2
TOP OF BANK/EDGE OF ROAD ' l lot
jo.
I of
for
/ }
16 8 17'1 la'6 ZO'08 Ip Z6 20'p2j7 pit 6 19.3
4' 28' 4
r ,,F'`
off,
A�� ,;-
5$ o o e,%
EDGE OF ROAD / TOP OF BANK 1 F ''• ` '' `! : ,fill :• S
I6 61 p� / i'; • 5 A 10' N'
24"R.C.P.jZA.,.? �1 6 91 • +12a1: 5 5
12i1 I (( DIRT DRIVE
BUR/ED ENTEX GAS LINE
11• �
11,6
11.6 0
ot
N8501626"E
18.6
1
30' W/DE H. C. F. C. D, EASEMENT
(File No. 593B23 HC.O.R. )
18.6
loot
PL A /NBROOK
r5
F�' 201R tool
` O16
I
13 • Q W I I.0' —• --
3 36"GM.P.
36"C.M.P DIRT DRIVE _ - EXIST IN G
DIRT DRIVE -� I BRIDGE DETAIL
I9 7 T B.M. BARBED WIRE FENCE
off
0, 1 6
"looJ8 a , 87 x x x x
if \
6
j 7 /5.35' N 86 ° 56'48 "E
s.37 4564 g8 14.38' iii 3,62' _ 1 oo
VERTICAL DATUM:
Zp 2 NB5°/6'26"E 85,62' 3+00-EAST BASELINE
I U. \ N = 693,781,999 NGS MONUMENT NO, D 1205 — DISK SET IN THE TOP OF THE EAST END OF
of %^,2+00-NORTH 4 a E= 3,255,574.717 THE SOUTH CONCRETE HEADWALL OF A 4-CHANNEL CONC ETE CULVERT ON THE
ofz+00-EAST 1 ^•� / \ \ SOUTH SIDE OF HIGHWAY 225 AND APPROXIMATELY 1.5 MILES WEST OF
f. •: N 693,773.760 4. I1'
Z7, E=31255,475,057 4.
j3' S" \ \\ - HIGHWAY 146
tall,(Ilit "';' i i ��\ \ so' WIDE Hc.Ec.O. EASEMENT ELEVATION = 22.99 (1978 ADJ. )
I Ili." (V°% 1445, Pg, 670 H. C D. R.1
I. g1 N \ a
:•. n
j8 T.B.M. = CHISELED IIX" IN CONCRETE WALK AT THE h IRTHWEST CORNER OF
PR --19 ,.-31' S \ BRIDGE AT 26TH STREET (SENS ROAD) AND H.C.F.C.D. UN T F-101-00-00
CHANNEL.
P \ IZ R�3 ELEVATION = 21.22
111 i�: �� 3 S7�
� ( 1 �l j 1 ' TOP OF BANK
N11. 5�liftoff
7 36" C.M.P �' D/TC�
36" C.M.P
a= F�' \
13 5 F L \ 9 TO F SLOPE 18
17• \ \ 4+00-EAST BASELINE
looloolft
N = 6932728,602
itI41% (Ile\ TOP OF BA N \ E = 3,255,659.268
W z, oWWool volt-
J
O 1B•I "\ j0•9off,
jto 5
O ,VW°,ril l8 p30 9 j6p j4 j2
1,9 1 1a.8 p 2j99
S C)
qZEn
TOP OF BANZ 5 S1j1�@dam-45
/
O/TCN cL) \ ,�, ^"- '^""Utitl
EDGE OF ROAD/70P OF BANK D 3 W \
0 a N \
r/OO i 0006 0 Q O
N86'56'48 "E L "� \
I
6 6'FL' :W O 8
�
`\ I I G.V. -Top Nut E/e� _ /5.27Wool
\
`ASPHALT PAVEMENT I (V
(50' WIDE) tooI ( ca 1 �1 Rev. Date De :ription App.
II""'"-24" R.C.P
26TH STREET (SU S ROAD) BRIDGE
SAN MH.� i /L' DITCH H.C.FC.D. UNIT FI01-00-00
I -S TM. M H.
STREET S/GN( 1` O I TOP OF BANK
01) "`Li-'J Ip "p k EDGE OF ROAD/TOP OF BANK TOPOGRAP @1IC AND
(STA. 0+24.17,-46.15') II , I z0• STAKIN( .MAP
I) I ( 30' / BARBED WIRE FENCE
j2 13.77 Design By: M.L.Z. Job No: 9200 Sheet e�
1y,a j9 4 Z 15 p.25 19.. 16,E 18' Ig,0 2
I P Drawn By : Scale: 1' = 20'
Checked By: Date of 10
' 0+00-NORTH BASELINE I
N = 693,574.077 - 5`3�l g$ LANDEV E VGINEERS, INC .
E=3,255,486.312
FNO. 4"x8" FENCE POST 17.06 S E AM IS T D R I V:E
(STA.--4+55.87,12.40') `Houston T -exas 77008
No Text
5' - 0"
1 � ELCEN FIG. 88 CONC. INSERT
� OR APPROVED EQUAL.IOCATE
AT 10 C-C BETWEEN BENTS.
SEE GUARDRAIL (TYP. EACH SIDE)
SHEET 9 FOR �
REINF. IN PARAPET / 3"0 PVC DRAIN
WALL. (la 2 % SLOPE
T
�� 8��
v
BARS 40I @ 12"O.C.
I' -II" � 4�-I"
��
TYPICAL TRANSVERSE QECK SECTION
BARS 501 @ 6"O.C.
/BARS 402 @ 12"O.C.
/ BARS 401 @ 12��O.C.
_I
RAILING AND PARAPET WALL
SEE SHT. 9
_�
-v
- I c SIDEWALK DETAIL -�' �' '
t} SCALE 3/4"= I'-0"
5/8" CURO FiARUhESS
NEOPFENE PAD ENTIRE
CAP 'LENGTHS.
2�
''ABUTMENT
TOP OF PAVEMENT
��
#30 ROOFING BELT, 4" WIDE X FULL
LENGTH DF BEAM (TYP)
1'' EXPANSION JT. MATERIAL W%1°
DEEP SEALING COMPOUND BELOW
CONC. SURFACE. FULL WIDTH OF
BRIDGE. U5E ATWO—COMPONENT I C/L BENT
TRAFFIC GRADE SELF LEVELING ��
POLYURETHANE SEALANT,( SHEP- ///
CALK 55 OR EQUAL) (TYP) I r C/L 3/4" DIA. HOLE ® 6" O.C. (TYP)
1• 3 1 Z
' �� C/L
L 4" X 3 1/2" X 1/2" {'I'Yp)
1 /2" DIA. X 8 1 2' STUD
�, � ® 12" C.0 (TYP PRESTRESSED ] RESTRESSED
_ _ BEAM ] EAM
""_�/B.
L 2 i/2" X 2 1/2" X 1/2" (TYP)
3/8
�- 4" X 4" X 1/4" PLATE Pi (TYP) L 1"
3/B" (TYP) BEARING PAD
VDC �RAION �3/8" (TYP). PRESTRESSED
BOX BEADi 2"± _
ELEV. 18.39 (Typ)
INTERIOR BENT ARMOR JOINT DETAI: � A
SCALE 3" _ 1'-0" SCALE : 1 1/2' = 1'—p"
FILL W/TWO COMPONENT TRAFFIC CRADE SE) F—LEVELING
POLYURETHANE SEALANT, (S1iEP—CALK 55 OI EQUAL)
JOLNT FILLER EXTEND UP FACF OF
CURB AND OVER PARAPET WAL .
C/L ABUT.
C/L 3/4" DIA. HOLE ® i' O.C.:(TYP)
. L 4" X 3 ] /2" X 1 /2" 3 1 2" 1^ 3 1 2'
(TYP. BOTH APPROACFISS) c tl Cl/t L 4" X 3 1/2" 1/2" (TYP)
�. � 1/2" DIA. X 8 ./2" STUD
1/2" DIA. X B 1/2" LG. STUDS -j� �N ®� (TY �)
® 1'-0" C.C. (TYP. BOTH APPROACHES)
i/2" DIA. STUD ANCIlORS 3/8"
SFIALL BF, ELECTRIC ARC Ji L 2 1/2" X 2 i/2" X 1 /2" (TYP)'
END—{4ELDEU TO TILE 1 3 B"
ANGLES WITIi 3/8'
20' APPROACH SLAB COMPLETE FUSION. �. 4" X 4" X 1/4" PLATE P1 (TYP)
(TYP) 3/B,•
PRESTRESSED
APPROACH SLAB � BOX HEAM
ARMOR JOINT
I
SCALE 3" = 1'-0"
=o
z
t- �yy1
FOR WING WALL DETAIL x /o�M�i� �`^� J I t
SEE SHEET 6 w �' •
' 03
n- ¢ -
0 0� ..'
N0.5�12"O.C.
5�31 ��t$
N0.6�° 6"O.C. I ~
TIE •APPROACH SLAB '
I '\ � TO ABUTMENT
` (SEE SHT. N0.5) ,
TWO LAYERS 6'
30� ROOFING FELT '
JI
I
• -
COMPACTED CEMENT STABILIZED
-2" I�-0" SAND (2.0 SACKS/TON)
(PAYMENT FOR THIS WORK TO BE
INCLUDED IN THE TOTAL BID PRICE
FOR CLASS °A° CONC.)
p END ABUTMENT DETAILS
CI N.T.S.
0
REINFORCEMENT BAR
SCHEDULE FOR ONE 40=0" SLAB E1
SIDEWALKS
MARK
NO'
REO'D.
LENGTH
TYPE
DIMBNSIONC
WEIGHT
A
D
or R
501
160
I I' - 7"
120
1933
401
47
39'-8"
STR
1245
402
40
33'- 2"
STR
885
BAR
BENDING
DIAGRAMS
EY,AMPLE �
BAR BAR
SIZE LOCATION
I� a'-9'�
3'-0'
120
��'�TT'.""
�2-10 ;
ESTIMATED QUANTITY
SUMMARY FOR ONE 33'-0" SLAB
9 SIDEWALKS
ITEM N0.
DESCRIPTION
UNIT
QUANTITY
REINF. STEEL
l8.
406!
CLASS "A" CONCRETE (SLAB B SIDEWALKS)
CY.
2T
0
Rer. Date Dese iptioll App.
26 TH STREET (SEN; ROAD) BRIDGE '
H.C.F.C.D UNIT `F 101-00-00
TYPICAL TRANSVERSE
SECT IONS 8� DETAILS
Dtsi`a Bt: M.L.Z. Job N9: I �200 Skeet A
Dn�a. By : J.G.R. Setlt : AS NOTED' �T
Checked By: Date: ot- � Q
LANDEV E! IGINEER$, INC`.
1706 SEI MIST DRIVE ,
'Neustob,�exas-'7700"8
N
5'-0"
10"
I'-6" �16"SQ. PILE
SEE DETAIL SHT. 7
� PILE lt�T
:L�:�3.YiI3
4'w 2"
I
p"
2TI- 0"
ROAD
(L ABUTMENT
— FACE OF ABUTMENT WALL
BARS 801 (TYP.)
r--� r
4-2" 4 _2 4 -2'
7'- 6"
7 .SPACES AT 4'-2" = 29'- 2"
BEGINNING OR END OF ',BRIDGE
rE CAP et PILES.
r
PLAN — ABUTMENT NO. 1 AND NO. 2
SCALE 1/2 ' = I 4.0"
�i J J/•��•�� BARS 507
BAR 512 0
BARS 506
BAR 506�\ I BAR 511
c SECTION
BARS 40I
_- EL�V. —ABUTMENT NO. 1 A.ND NO. 2
• SCALE : I/2 t -0
4'-2"
D SECTION
2'-4" 2 1/2"SLEEVE CAST IN BEAMS 2'-4"
CONTRACTOR SHALL FILL OWL.
13 % " I" 13U2Is HOLES AT FIX, END WITH NON 13 V2" •I" 13V2"
SHRINK GROUT AND AT EXP
6" 71/ " END WITH ONE PART, NON -SAG, g" 7(�"
POLYURETHANE JOINT SEAL-
11- 5 3/4'' BAR 505 — ANT MEETING ASTM C- 920-79
(SHE(P- CALK 70 OR EQUAL.) SE DET. e
MAT'LN(ENDTIRE LENGTH 1 5
I'-fi' AT EXP, END ONLY)
cL PILE
N
42 BARS 504 2 LAYERS 30 LBS. I
10 \ i w ROOFING FELT I
N Ll
�0NBARS 505 I 0 �oawBARS 502 ( _ a BARS 502 3 ,EI
w F BARS 503 I Y o
TrT
o
Oi W �. BARS 701 BARS 701
t — coo tj BAR 801
N N M
i
w BARS 501 BARS 501 I
2"- _ � I 2,�C ` N
N (TYP) ( — STRANDS PILING BARS 401 r I (TYI .)
N I BARS 701 BARS 701
w
T2°PILING BREAK BACK
3"CL.@ END LINE (TYP.)
A SECTION B SECTION— EX BAN —END
s N.T6. s N.T.S. (AB JT. NO. 1)
2' - 4"
SLEEVE CAST IN BEAMS r!t
CCNTR.4CTOR SHALL FILL DWL, 6" 71/2"
HOLES AT FIX. END WITH NON- E
SHRINK GROUT AND AT EXP ENC SEE DET, e
WITH ONE PART NON -SAG, P01_YUR- 5
ETHANE JOINT SEALANT MEET!.NG I"
ASTM C-920-79
(SHEP-CALK 70 OR EQUAL.)
_ am
0 0a 2 LAYERS '30LIBS. I
511 d0 ROOFING FELT
N¢ II
Y BARS 502 I I
g a BARS 503
m
bo Ln 506 BARS 701•
BAP, 801
BARS 501 (0
rL 2 CL,
BARS 401 I (TYP) N
BARS 701
el SECTION —FIXED .END
NO. 2)
REINFORCEMENT BAR SCHEDULE FOR ONE AB
ITMENT CAP 1r/WINGWALL-
DIMI
NSIONS
MARK
REO'D.
LENGTH
TYPE
WEIGHT
A
E
C
D
or R
401
36
8'-8"
109
1'- II
% "
2'-i
4°
208
501
2
40'-2°
105
36.6°
1'-
i'
84
502
2
36'-8"
STR
77
503
27
5'-2"
105
0'-7"
2'-
1/2"
146
504
14
7'-3°
105
0'-7"
S' t
106
505
B
4'-7"
STR
38
506
20
2'4'
104
1'-2"
1'-
"
49
507
20
6'- 4"
STR
174
508
4
8'- 5"
108
1'- 2"
7'-
35
509
12
9'-6°
STR
119
510
18
5'-0"
105
0'-10"
2'-
I 84
511
4
14-0"
105
0'-6"
6'-
1"
58
512
14
12' 6"(AVG)
105
0'-6°
5'-9'1
6'y
183
701
8
40'-6"
105
36'-7"
I'-
I"
662
801
6
2' 44"
STR
50
BAR BENDING
DI
tGRAMS
B��
B�
F = .i
104
105
)8
109
ESTIMATED QUANTITY
IUMMARY
ITEM N0.
DESCRIPTION
UNIT
QUANTITY
REINFO_RCING STEEL
LB,
2073
_
CLASS "A" CONCRETE
( ABUT.)
CY.
1&0
I
0.
Rev. Date Des ription 11pp:
96TH STREET (SEN 3 ROAD) BRIDGE
H.C.F.C.D UNIT FIOI-OO-00
ABUTMENT CAP DETAILS
Skeet
Design By: M.L.Z. lob 114: 9200 5
Drawn By: J.G.R. , Scale: A NOTED
Checked By: Date: of 10
g`g C LANDEV E lGINE'ERS INC.
1706 SE A'MIST'DRIVE.
Houston, - Texas 77008
N
_�
rL DOWEL
OE. PILES,
37�- 0��
18� - 6�� I8,- 6��
� ROAD 8� BRIDGE
PLAN - BRI.DGE INTERIOR -BENT NO. 1 AND NO. 2
SCALE � I/2 i -0
a
ELEV. -INTERIOR BENT NO. 1 AND NO. 2
SCALE : 1/2" = 1'-0�� - - _
I��EXPANSION JOINT MATERIAL w/t��
DEEP SEALING COMPOUND BELOW
CONC.SURFAGE FULL WIDTH OF BRIDGE.
USE ATWO- COMPON ENT, TRAFFIC
GRADE SELF LEVELING, POLYURETHANE
SEALANT.(SHEP-CALK 55 OR EQUAL.)
L 4"x 3'�x3/g� CONT.—�
5/B��x 6�� 50 DURO HARDNESS NEOPRENE-�
PAD ENTIRE CAP LENGTH
_�
�N
_'
3%g JCL.@ rE
TOP OF PILE -'
N
-4��
2 I/2°SLEEVE CAST IN E EAMS
"
CONTRACTOR SHALL FILL )WL.
HOLES AT FIX END w/NO I -SHRINK
GROUT AND DWL. HOLE i AT EXP
END w/ONE PART, NON—: AG, POLYUR-
ETHANE JOI NT SEALAN ',MEETING
/ ASTM C- 920-79 (SHEP� CALK 70
OR EQUAL.)
I #4ia� 12�� BRIDGE DECK LAB REINF.
EL 4��x I/4� x 0�-4�� w/ONE I/2�� DIA.
NELSON STUD CAST IN EAM.
4—BARS 701
BARS 801 (TYPICAL EACH BEA 1 EXTENDED TO
2�� OR 4�� OF DECK `. LAB.
BAR 502 (SEE CAP PROFILE FOE SPACING )
2-BARS 501
i
EXPOSED STRANDS (TYP.)
2 CL
i
BREAK PILING BACK I2�� AND LI AVE
STRANDS EXPOSED FOR TIE TO ;AP.
4-BARS 701
-i_
�-2�� PILING BREAK BACK LINE
16°�i P.S. CONC. PILING
� , �
TYP. SECTION -INTERIOR NO. 1 AND NO. 2 �
N.T.S.
NOTES
1. ALL REINFORCING STEEL TO BE GRADE 60
2. ALL CONCRETE TO BE CLASS "A"
3. CALCULATED PILE LOADS =46.1 TONS/PiLE(INTERIOR
4. CHAMPHER ALL EXPOSED CORNERS 3/4"
UNLESS OTHEP.4IISE SHOWP;.
5. DESIGNED FOR HS20 LOADING IN ACCORDANCE
WITH AASHTO SPECIFICATIONS
13 TH EDITION (1983 )
6. CALCULATED PILE LOAD AT ABUTMENT
CAPS = 31 TONS /PILE
rn .
..
REINFORCEMENT
BAR SCHEDULE
FOR ONE INTE
210R CAP
MARK.
REQ'D.
LENGTH
TYPE
DIMENSIONS
WEIGNT
A
8
C
D or R
501
2
40'-2"
105
36�-6"
I'-10"
84
502 -
36
6'-10"
109
I'-iil/2�
2'-II ��
4"
332
701
8
40'-7"
105
36'-7"
2'�-0"
664
801
16
2'-4"
STR
100
BAR
BENDING
DIAGRAMS
zu
105
109
ESTIMATED
QUANTITY SUMMARY FOR ONE IN
ERIOR CAP
ITEM
N0.
DESCRIPTION
UN
f
QUANTITY
REINFORCING STEEL
LI
1180
CLASS "q"
CONCRETE (BENT)
C:
8.3
0
Rn. Date Deser Rion Bpp.
26TH STREET (BENS ROAD) BRIDGE
H.C.F.C.D UNIT FIOI-00-00
INTERIOR C� P DETAILS
Oasign Br: M.L.Z. lob N4:-15 200 Sbeet s
D��xn B7 : J.G.R. Sale : A,S VOTED
Checked By : Ddte: of -` IO
�ANDEV ENGINEERS, INC
<1706 SEAMIST DRIVE;
Houston, exas 77005
i
I" CHAMFER
OR I" RAD.
4" 14 SPA. AT
--- 4 SPA . AT I "
SEE BRIDGE ELEVATION FOF
SPIRAL HOOPING
= 3'-6° 6° SPACES
CUT STRANDS FLUSH WITH ENDS
2 '/2 "
- N
0
OPTIONAL F
SEE TABLE
^�«T�ESSING
c
I° CHAMFER OR
I" RAD. (TYP.) -
SPIRAL HOOPING
TYP. SECTION THRU PILING
0.7 L 0.3�
L ---�
r
I —POINT PICK - UP
USE THIS
PROJECT
2°
DETAIL OF PILING
14 SPA. AT 3° = 3'- 6°
4 SPA. AT 1°
4" (� 2"
1 ° CHAMFER
OR I° RAD.
BARS 507 C+ 12"O.C.
EACH FACE
� R.O W.'�
I' ,
- --3 7� - - - -------611 I� 13_�V6'�-.Y
EXPANSION JOINT MAT�L. �
,.,, . �, ......�.. . �...,.... ...... �.., � '� I
0 53/ " 4"SIDEWALK � _i.- fl
�� rWo �
o ( �COICRETE
- _� � -s—r�- SIDEWALK
' ,WING WALL
SPIRAL HOOPING IF OPTIONAL HOLE IS �� �-APPROACH
USED, PROVIDE A 2' SLAB _ _ -
" 14 SPA. AT 3° 6° SPACES 2° SOLID END AT EACH END a
�� BARS 509 Q 12"O.C.
AND A 1 1 VENT HOLE BAR 510 7CEMENT STABILIZED o �
= 3'-6° NEAR THE TOP OF PILE. EACH FACE SAND
.. -
I ten'- n" eooanecu m ea
•� 6 BARS - '
PROVIDE ONE FOR EACH
EXFOSEC STRANC
m 12�� B
_ N j
_ _ __ BREAK BACK PILING ' ' - I/2�� 7
�� TO EXPOSE 10° OF � i
- -- - _ _ o
,__- STEEL STRANDjS ' � N - �' ,
11 �" I" � VENT HOLE 16" S0. PRESTRESSED
� _ _ MIN. CLR.
-_ _ CONC. PILE A
_ __— 7
e WING WALL SECTION
CUT BACK 18" IN LENGTH` 7 SCALE � 3/-4 I 0 PLAN -WING WALL TYP.
TOP OF PILE AS DRIVEN TO EXPOSE aSTRANDS NT.S.
PILE BUILDI-UP DETAIL
NOTES FOR ABUTMENT & WINGWALLS
1) Cost of work &materials required to c instruct pile cap at
0.21E 0.58 L 0.21E
w �—rt ABUTMENT wingwall to be included in Bid Price f rr 16 inch square
prestressed concrete piling
1' - 2" 7'_ g" 2) All reinforcement .steel to be grade 60
�— —, 3) All concrete to be Class "/("
.. BARS 4) Calculated pile loads at abutment. cap 31 Tons/Pile
L 2-508
. B 5)Calculated pile loads at wings = 10 T< is/Pile
2— POINT PICK-UP 7 gARg 6) Chamfer all exposed corner 3/4" unless otherwise noted
' 2-507
7)
8)
Designed
Desi
for HS 20 loading
n in accordance with
1983
A A
S I
T O
bridge
TABLE OF ELEMENTS FOR PRESTRESSED CONCRETE PILING
Pile
Area of
�/I6°-250k
7/16'- 270k
'�/2'�- 250k
%2��-270k
Size
Pile
Hole
I
Wt.
Strands
Strands
St►onds
Strands
"D°
Sec.
Size
In.4
Lb./Ft.
No.
Fi
Ff
No.
Fi
Ff
Nam.
Fi
Ff
No.
Fi
Ff
Sq. In.
° H"
Kips
psi
Kips
psi
Kips
.psi
Kips
psi
f0
189k
779
8
174k
716
8
202
831
6
173
715
14"
194
NONE
3t 10
202
I6"
254
NONE
5340
265
12
227
714
12
26C
820
10
252
794
8
231
728
I8"
32�2
NONE
8600
336
16
302
751
14
304
755
12
302
751
10
289
718
18"
258
9"*
8280
269
12
227
703
12
260
807
10
252
781
8
231
717
20"
39d
NONE
13150
415
20
378
760
18
391
785
14
353
709
14
405
813
20"
30�
II"p
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"p
24890
414
g
3��C�, o specifications
BARS 511 �
BARS 512 CONSTRUCTION
JOINT
USE THIS =o �
PROJECT _ _ �a_'sl EWALK
� I- -- — o
�r
BARS 506
BAR 701 I
GENERAL NOTES FOR CONCRETE PILING I � BA_RS 510
BAR 501 I I'-6 __
I. CONCRETE FOR PRESTRESSED PILING SHALL BE NATURAL AGGREGATE CONCRETE -� �� i14 xl'-4°(8 EACH CAP) Q
RELEASE STRENGTH (f'ci) = 4000 P.S.I. t0 I -
MINIMUM COMPRESSIVE STRENGTH 28 DAY (f'c) = 5000 P.S.I. -' � - io Rer. Date Des riptioe App.
N � �
2. ALI_�CORNERS SHALL_ BE CNA.MFERED I" OR TOOLED TO I" RADIUS BAR 701 � � I -� a 26TH STREET (SEN i RC)AD) BRIDGE
- -- - -,
3. ALL DIMENSIONS RELATING TO REINFORCING OR PRESTRESSING STEEL ARE TO CENTERS OF BARS OF STRAtJDS 6-509 PILE CAP CONSTRUCTED
3°CL. BARS � WITH EACH WINGWALL(TYP.) H.C.F.C.D UNIT FIOI-00-00
4. SPIRAL HOOPING SHALL HAVE A MINIMUM DIAMETER OF .207" BAR 506 I_g'
,� (SEE NOTE I THIS SHEET)
,�
5. PILES SHALL BE DRIVEN USING A HAMMER HAVING A MINIMUM ENERGY RATING OF I9,500 FT. - LBS. TO TIIEIR FINAL TIP 16°SQ.PRESTRESSED P � L.I. N G A N D WING WALL
CONC. PILE
ELEVATION � DETAIL S
6. COVER TO THE CENTER OF STRANDS MAY BE 3-I/2" AT THE CONTRACTORS OPTION
7. STRAND LOCATION SHALL BE SYMI+IETRICAL ABOUT THE AXIS OF THE PILE WITH NO MORE THAN .ONE STRAND DIFFERENCE BETWEEN ANY ' A WING •WALL DETAIL sk��t 7
-. Dasita BY: M.L.Z. Job No; 9200
TWO ADJACENT STRANDS 7 N T.S. .'
r Drava 87r: d.G.R: Scale: l" 20'(H),I"=2'(V)
• 1,
8. CONTRACTOR MAY DRILL PILOT HOLES 2/3 DEPTH OF EMBEDMENT AND DRIVE FINAL I/3 DEPTH MAXIMUId DIAMETER OF PILOT HOLE ^���..��'�"'""VU�,v�'
SHALL NOT EXCEED THE MINIMUM DIMENSION OF PILING AND CONTRACTOR WILL BE RESPONSIBLE FOR THE FIRST IO FEET OF BUILDUP �,;,, Cheeked By: Date: of 10
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 � LANDEV E �IGINEERS, INC'.
STRENGTH (f'c) OF 4000 P.S.I. AT 28 DAYS - ,~�
1706 SE4MIST .DRIVE
5(3(1 �'�� Houston Texas '-77008
. ��
-_�
39'— 11 °
39'— I I"
3'o& 11 IY2'`1 9'-0 y " 12° II'- II" 12' 9'-01/ " 3foolly 3'—III 9'-0 12° II'— 11 12" 9'-0 If 3'7III
OMIT GROUT KEY
THIS 'SIDE ONLY 6
0
-- --- _ LjrEND
—)t"'toot -- ------
O iv LATE I I END PLATE ' o iv ( END PLATEEND PLATE
otool
Z %2"x 0'-4" 1 1 ISHEAR CONNECTION I 1: FL 4"x 1/Z' x 0'-4" Z _ FL 4"x %2' x O'-4" I , ( SHEAR CONNECTION (�' fL 4"x II/ 0'-4"= ETAIL BELOW) (SEE DETAIL BELOW) o - (SEE DETAIL BELOW)o I I l o (SEE DETAIL BELOW-----J ----- L-------) v L----- ---� — L-
- --
N - —
- - i
�21/2°0 DWL.
6"IHOLE 6I►-
6"
JodiTO MISS
13'- 6° 12'- I I" 13'-6" STRANDS 13-.6 12 w i l" 13'0`6°
EXTERIOR BEAMS TYPE B-1 INTERIOR BEAMS TYPE B-2
N.T.S. N.T.S.
4.
w"
2"
NELSON STUD
4~ x i/z" x 4" -f
TYPICAL - PLATE P1
(NTS)
1/2.0 4
� F•---
took
4- f/2" DIA. X 4"
4" X f/2" X 5 1/4" LG. NELSON STUDS
TYPICAL — PLATE P2
(NTS)
"� DO
4CH E
TENT
f" 2.. f..
4'- 0" NOM.6 It �
�
„
4 N0.6 CONT.
M< c�
1 \
27Ok STRAND
DEBOND 4 STRANDS(a 4'-O"�
FROM EA. END
5" 3' 611
6 EQ. SPACES ' 6 EQ6SPACES Vl
1.4" = 1'-4"
TYPICAL BEAM SECTION
BUR
1. ro�
SEE DOUBLE— BEVEL
GROOVE WELDING DETAILS
X 5" FILLET WELD REINFORCING
PLATE (TYP) 3/8.. GROOVE WELD
f/2" DIA 4" LG. NELSON STUDS
WELDE TO 4" PLATE P2 (TYP)
1/2" DIA, 4" LG. NELS N STUDS
4"X1/21"XS 1/4" PLATE P2 (TYP) WELDED TO 4" PLATE,P2 (TYP)
SECTION SHEAR CONNECTOR
(NTS)
SEE DOUBLE —BEVEL
4 �„ X f» X 5" ROOVE li'ELDINC DETAILS
2 2
PLATE (TYPJ F. FILLET WELD REIN
3/8" GROOVE WELD
1/2" DIA.I 4" LC. NELSON STUDS)
WELDED TO 4" PLATE P2 (TYPJ
i/2" DIA. 4" LC. NELSON STUDS
4"Xf/2"X5 1/4" PLATE P2 (TYP) WELDED TO 4" PLATE P2 (TYP)
PLAN SHEAR CONNECTOR
(NTS)
' I"°VENT HOLE
CTR. EA. VOID I)
10— BOTTOM CORNERS OF ALL BOX BEAMS SHALL BE CHAMFERED 3/4" TOP OF BOXES SHALL
PRESTRESSED CONCRETE 90X BEAM GENERAL NOTES:
1- coxcRETa. I
CONCRETE 'TO BE HARDROCK ( 150 p. c. f. ). TYPE I OR TYPE III CEMENT.
RELEASE STRENGTH = 4000 Rs.i
MIN. COMPRESSIVE STRENGTH 28 DAY (f c ) = 5000 p. s. i
2— PRESTRESSING.
A —PRESTRESSED STRANDS SHALL CONFORM TO ASTM A 416 — 80 . 1/2" DIA 270 KS.L
UNCOATED -SEVEN —WIRE STRESS —RELIEVED STRAND. '
INITIAL TENSION Pi = 28.9 KIPS/STRAND. .
B STRAND SPACES ARE CENTER TO CENTER
C- STRANDS WITH BOND BREAKAGE SHALL BE TIGHTLY WRAPPED WITH A WATERPROOF
ADHESIVE TAPE OR PLASTIC TUBING MAY BE USED PROVIDED BOTH ENDS OF THE
'SEAM OF THE TUBE ARE SEALED WITH A WATERPROOF TAPE,
3— REINFORCING STEEL
BARS CONFORM TO ASTM A 615-82 (S1) GRADE 60
B DETAILING — CONFORM TO A.C.I. DETAILING MANUAL 315-80.
C— REINR STEEL SPACES ARE CENTER TO CENTER, BAR DIMENSIONS ARE OUT TO OUT.
4— MISCELLANEOUS STEEL.
A— PLATES AND SHAPES — CONFORM TO ASTM A 36
B— BOLTS T CONFORM TO ASTM A-307.
C— WELDING SHALL CONFORM TO THE to STRUCTURAL WELDING CODE AWS D1.1-82,
BY THE AMERICAN WELDING SOCIETY, LATEST EDITION.
5— NEOPRENE PADS SHALL CONFORM TO ASTM D 2240 AND D 412. 50 DUROMETER
6— THESE BOX BEAMS HAVE BEEN DESIGNED FOR HS 20-44 IN — SERVICE LOADINGS.
DESIGN FOR THE STRESSES CAUSED BY FABRICATION, TRANSPORTATION, LIFTING,
OR ERECTION IS THE RESPONSIBILITY OF THE CONTRACTOR
DIA. NELSON STUD ANCHORS SHALL BE ELECTRIC ARC END —WELDED TO THE PLATE
WITH COMPLETE FUSION.
@— PROVIDE CONCRETE INSERTS IN PRESTRESSED CONCRETE BOX BEAM FOR CONCRETE
FORM SUPPORTS.
9— FINISH OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH ITEM i08 PRESTRESSED
HAVE A ROUGH FINISH UNIFORMLY 0.05 DEEP.
NOTE
:
OMIT
GRO T`KEY ON
EXT. SIDE DF EXT.
BEAMS ON _Y.
t
I
PLATE P2
BA.R NK C
REBAR DETAILS
BAR MC A an SPACING - 6 AT "A" 6 AT 6°
BAL. TO CTR. AT J °
BAR
»r
WEL HOLES AT � 0
ND ALL BEAMS. Rer. Date Des iption App.
26TH STREET (SEN: ROAD) BRIDGE
CONCRETE GIRDERS. PARAGRAPH 108.4D OF THE SPECIFICATIONS,
N0.2 (EXP)
H.C.F.C.D UNIT FI01-00-00
INTERIOR' a EXTERIOR
\/
BEAM I►ETAILS.
BOX BEAM LAYOUT FOR BRIDGE `o
- v
� �
No S. Sheet,
Design By: M.L.Z. Job NI: 1 1200 8
Drawn By: J.G.R. Scale: I 20`(H),I°=Q'(V)
G
Checked By: Date: of 10
LANDEV EllIGINEERS, INC
1706 'SE. MIST 'DRIVE`
Houston Texas 7700a..
41
�HNy
7 s � N
aLt
.EEVE
'ALL
iLEEVE
TS &
iHERS
BURR THREADS AFTERI
ADJUSTMENT. TACK WEL
NUTS AND WASHERS.
GUARDRAIL DETAIL
N.T.S.
H
z
W
m
t-
2
GUARDRAIL POST SPACING DETAIL
N�T.B.
6° F
�� �
:K WELD
80LTS
SHERS
BARS
i" C. C. (MAX)
3ARS (CONTINUOUS
N EXPANSION JOMIT'S)
IIDE FACE
IDEWALK
31/2" z .I88�� WALL
GALV. PIPE SLEEVE
---3�� STD. GALV. PIPE RAIL
( WELD—� `TACK WELD
,(; 3 �� x .188° WALL
GALV. PIPE SLEEVE
�� STD. GALV. PIPE RAIL.
STACK WELD
I��� R,s
1SE P_'s
INTERIOR _r PAST DETAIL
N.T.s.
12 12
min, min
New Concrete
Collar
New Pipe ��� I
�= E
Class A Concrete
ELEVATION
Asphalt Felt
Existing Pipe
4 -;b4 Circular Ties
�4 Bars
Existing
Pipe
��
IZ
II � 9�� 1
�n-�
ti
't
7u In
� x 1 /q
SLOTTED HOLES
BASE PLATE DETAIL
N.T.8.
SHJM PLATE DETAIL
N.T.B.
END POST DETAIL
N.T.B.
6�.t
mint
SECTION
TYPICAL CONCRETE COLLAR DETAIL
N. f. S.
END OF RAIL � 3° RAIL
�\ � DRIVE PIN � �2 %�� PIPE SLEEVE
1 ��
I„ EXPANSION JDINT
12" �� 12"
SPLICE AND
EXPANSION JOINT DETAIL
N.T.B.
�r �-.
31�r1 �g
B-�4 Bors
"4 Circular Ties
n
TEFL. PLATE :(MIN. I/8" THK.,
U1X 1/4" THK.- tISE AS
EQUIRED FOR VERTICAL.
d>viUST)dENT)
.— Ir(4" �
0
Rer.
Date
Deser
itios
Epp.';
26TH STREET (BENS
ROAD) BRIDGE '
H.C.F.C.D UNIT
F 101-06-00
BRIDGE GU�.RD
RAIE
AND CONCRETE
;OLLAR DETAILS
Dui;s
By: M.L.Z.
lob N4: IS
Z00
Sbeet
of �
9
Dnea Br:
J.G.R.
Scale:l��= .0`(H1,1°=2�(V)
Ckeeked Br:
Dater
L.ANDEV EN
GINEERS, INC
1706 SEAMIST
DRIYE'
Houston.
exas '77008 .
1
r•�r.
i
PI 1C�i;E
ii
c:
•-� 1 i
B'-0"
;r
'�
ROAD C
LOS.�'D
.FROM 1._8.•
a
TO
t-.
• ,.
s/4" m
., .
i •=`e ��
—_____ _ .
z i5/rs " -T
�.
2.75/Y6 " �-1—
.NOTE: ALL ARROIIS 6" do 7" ,LETTERS REQUIRE--J_
REFLECTOR BUTTONS.
DETAIL (A )
s'-s" �
5" 5'-11..
�"
N � T T K
� i �/ V R _—
p
4 sja'•
s"
- � .., 2 "
__ _.__._
5fifi DJS'TAll, A
i 7"
,7 'I"
k s i ':
�".`
--:�__-----_� _ e._o..
3. I " EYTE'RIOR CRADd A D PLYl1'OOD
- -_-- �_
s
2"X 8••
v
>z'-0 ••
IfIN. i8'-0 "� MAX.
-,
�r�
..
• ,.
� �
- ,.. ,
��
••�. �tlHih--�1
SIDE ELEVATION -- BARRICADE
�____�___ s' �,,.. .
'-- s�"
/
s/4 ~ --
' ///T//' (�/y''�, , T � T
R .
z"
�" '
- - YOUR BOND FUNDS A T y6''ORK
�" _ •
r
S .1�IARRIS �'OUNTY FLDO.D .
..� CONTROL D.�STR.�C�
."
DRAINAGE I�fPRO VE�ENTS
s " 30 " s0 ..
4'' ' ' �� JON LINDSAY G�OUNTY JUDGE
� 1 1 �'
r I f f 3,_•
r. L`Q�[�lISSION�RS
�� .a'L J�'RA1�0 L��' AL'?'. > �LIZ.lBb'?'H
�. cHRtsT �: s L ®��
8- :_: JA,�f.SS �NT�1Vn AC'Y'. � : ; � .�. LENS, JR.
.
---DI��l�iG'TOR. �
'� -' G.EN.�RAL CONTRACTOR � — ;CONTRACTOR' � �
$ 1, P" S INANE � s,8..
.__ SIGN DETAILS
PA.:IN.T SIGN BOARD HITS AND LETT
.<
-SIGIVP (2 SIGNS REQUIRED )
3/4 "
1
ERS .BLACK
'
..
c s/� -
M
3-8/�"
- 8
GENL'R�4L NOTL'S � �
i.- SIGNS SHALL BE CONSTRUCTED OF i/dTAL OR OF N0. 1 YELLoII PINd OR BETTdR
SURFACED ALL SIDES, AND EXPlJSdD EDGES SQUARd. '
�� ,
z.- SIGNS SHALL Bd PAINTED IIITH AN APPROVED BRAND OF 1►HITd PAINT FOR Ld'TTdRS
„ EXCEPT FIdLDS OF THd "SLOT/" SIGN NHICH SHALL Bd STANDARD FEDdRAL YELLOIC
3.- ALL SIGNS REQUIRL:.VG REFLECTOR BUTTONS SHALL Bd TA'0 _
OF ONE INCH BOARDS (FACE BOARDS SHALL BE HORIZONTAL), OF �ETAL.ROR OF
ACETAL AND LUMBER.
4.- STRIPING AND LETTERING SHALL BE OF FIRST CLASS IIDRKMANSHIP REFLECTING
UNITS SHALL BE CRYSTAL (COLORLESS) GLASS LENS REF
MANUFACTURED BY THE CATAPNOTE CORP, TOLEDO, OHIO, OR THE CROTES AS ,p•�
MANUFACTURING CO. BELLYUE, KENTUCKy, OR EQUAL. BUT?`ONS OF i/z INCH °s•E
DIAMETER SHALL BE PLACED AS REQUIRED BY DETAILS.BUTTON SPACING IN LETTERS
SHALL NOT EXCEElb 1 3/4 " CENTER TO CENTER. DATE.•
5.- SIGNS SHALL BE dlOUNTED ON 4"X4" .POSTS IFIIICH EXTEND 5'-0" ABOVE THE
GROUND, OR ATTAT,'HED TO BARRICADES 1VHEN DIRECTED.
6. - BARRICADES SHA 'L BE CONSTRUCTED OF CLEAR, SOUND LUMBER CUT TO
DIMENSIONS SI' 'N Ol.' DETAILS, &SURFACED 2 SIDES; BARRICADES SHALL BE
OF FIRST CLA; `ORKMANSHIP , & SURFACES SHALL BE PAINTED iTITH AN APPROVED
BRAND OF iPt +-.TNT TO SECURE .THOROUGH COVERAGE AND A UNIFORM'_IPHITd
COLOR- IN N,
SHALL LESS THAN TiTO COATS ; BE USED. THE PAINT FOR
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