HomeMy WebLinkAbout1148-1Off'
11115-7111 FS,
OC h I &R1DUE 5TA,16&4ft-1IPo!1T@ W 70�Q CHANNEL �TA.109 t 13.5 1 IriSR��cT(0`
N r—
_ _
57A, 167+14.2q
N1��5,20q.�t POINT @ R/vv i
-, 51 IP -2 CHORD Cot I17, �TA�� 18 (0 Cv.3.12 I
. LA`> O H T PLA N
kBRIDGE CROWN LINA No 5 4 AL e
C,H R R, -
N(08S)209.91
E 6a25,1 17 4 65
CHERRY AVE. NORTH
BRIDGE ALI6NMF-,NT
E. B. ----3
'V CO
A�t W
(7 '� �--- J
SLOPE; �.8��/�ks) Lu
BRIDGE. PROFILE AY CHF-RRY
NO �jGALE
12001 R4D.
i
1 11 CI�E�RY AVE, �vv 1 11
51-9 .,� 37-9
112301 RAD.
r
It 70� RAD
_07
51 1— 1k2 " CNO(2D L6NGTN
TUBULAR HANp RAILING
COW. BARRIER
TYPE 25
a
SEE OVA R,EXCAVATION NOTE
FOR FOOTINGS- 5HEET S-3
DATl1M �.L. = g0U.00
E L E V AT I ON AT � �w
12,22 R P,i 1&*' RAD
AST CURD LIAJE q
YV ,ISS r C u R)3 klAh5 ` �! _ �� r _-= EAST E DC E GRID
-WEST F.IDGE GRID 150P E CROWN LINE-GRAD'aS -.SHEET 5-3 _
GF3ACDF-S ---SHE= aT �- � 1 ! �P�o� RAP . (G4eklzi AVIF,)
�F3',,_5,vrLjBIJLAR
� PROFILE Cl -RADE
SHEE �- 3 PIAN�� RAILINC,
T
v � ET� B' ` . RI IR
A
CONCR � �
-, 00 �.
2` i. �LC�PE 3.r0°7o `^�LQPE3.�� 2�0 __-TY-2 5
.O �•�'-. s an—
p• .G, a P. 1'. 4.
000 oao o0 c 0° Oo0 o:.o...
GAS L1NE_� °.
- , 12 WA'TeR LINE
VARI E� 0.12 Or%E�' n
l� oN _ SEE LAYOUT FLAN -t VARIES Dhi . I�IC7GE
E9It76T- 6cK UN ( THIS 5HerT, PS -CK UWIT,5 .
2 Q 4'
5 @ 4.!-011 2OL011 8 (2 4'-0" t 32'0"
�����-G _pu . ;�� j, 011 9 ►i
SO -I O
TY.FICAL
Td,NGENj ep'+N mik DEGK UNI
11E�n E C T 1 0 q
L E- Iz 0 A,2
In
PLAN
SCALE y 1'' = 10
ACCE% 1zAHp
CRETAINING WALLS
ePHSET 5-G.
CONC. BARRIER
/8!0 4- %O. 3 �t3Cl7;
-7/9-86 rc
9/9./94
—EDGE 0r-- CURB
i
--�3RIPGE CROS IN �_I NE
INTM: SCT(06a nF k/w e-,-UKVE !
� Ac 4P 5r CAIN F..4,,11DC-4I
6HERI,Y AVE FW ----------
(R6Sw)5TA I8G+G3,12
I
GENERAL NOTES
--- -- d
CODE: DESIGN PER.A.A.S.H.T.O. STD, SPECIFICATIONS
FOR HIGHWAY BRIDGES- DATED 1977.
LOADS: HS -20-44
SOILS: SEE FOUNDATION AND GEOLOGIC INVESTIGATION
DATED MAY 17, 1982 BY LEIGHTON & ASSOCIATES.
MATERIALS:
CONCRETE: CAST IN PLACE CONCRETE SHALL ATTAIN
j A MINIMUM COMPRESSIVE STRENGTH f ' c = 3250 psi
114 28 DAYS.
PR' -:STRESSED CONCRETE: STRENGTH AT TRANSFER SHALL
i BE 4+.00 psi TN 2.8 DAYS. FINAL STRENGTH SHALL. BE
6000 p i IN 28 DAYS.
FEINF,)RCING�'_'E .. SHALL CONFORM TO ASTM 615 GRADE 60
60,000 psi)
PR57914WdN10 STRANDS SHALL_ CONFORM TO ASTM A416 AND
SHALL BE 1/2 INCH DIA. GALVANIZED SEVEN STRAND MIRE
�41'FI-I AN ULTIMAFE STRENGTH OF 270,000 psi .
L
INDEX OF APPLICA15.LE eTATE FANOARD
PLANS, I`181 USED 6Y REFERENCE
DWca, Na TI TLE
Flo - 21 JOINT 5E,41.5
5II - 51 TU5IJLAR HAND RAILIN��
511-53 CONCRETE 13ARRIeR � TYPE 25
BFIDC:iE
IbINDEX
SHIT: No,
T17LE
S;- I - -
GENERAL.
i
5-2
C5EN ERAL.
PLAN (CHERRY AE - g5OuTH)
5M 5
Fo1i N OATI O N
PLAN 4 DECD ELEVATION ((;HEP -RV AVE
5-4
AbUTM�.NTG
(CHERRY AVE. No.)
5- E)
AbUTMEqT5
(CHERRY AVE, 45o.)
5-6
ACCES-5 RAMS'
RETAINIHC9 WALLS (CH E.RkY AVE: - W0, A �,O• )
5- 7 -
BRIDGE DETAILS ( CHERRY AVE. No, 8 So.)
5-8
FOLLOW CORE SLAB UNIT - PLANS (GHERRY A I� .- No. 9 $rip)
' 5-9
PRESTRESSED
HOLLOW CORE CONC, UHIT- DETA(L,l (CHERRY AVEW
5 - 10
FRESTR865ED
HOLLOW CORE'. COMC. UNIT t. D rAI L5 ( CHERRY AVE,
5-11
-X;
_"
--
A�
�3RI1265 (BECK GROWN LINE
1
5R DGE DEC I< 91W LINO TANGENT)
Off'
11115-7111 FS,
OC h I &R1DUE 5TA,16&4ft-1IPo!1T@ W 70�Q CHANNEL �TA.109 t 13.5 1 IriSR��cT(0`
N r—
_ _
57A, 167+14.2q
N1��5,20q.�t POINT @ R/vv i
-, 51 IP -2 CHORD Cot I17, �TA�� 18 (0 Cv.3.12 I
. LA`> O H T PLA N
kBRIDGE CROWN LINA No 5 4 AL e
C,H R R, -
N(08S)209.91
E 6a25,1 17 4 65
CHERRY AVE. NORTH
BRIDGE ALI6NMF-,NT
E. B. ----3
'V CO
A�t W
(7 '� �--- J
SLOPE; �.8��/�ks) Lu
BRIDGE. PROFILE AY CHF-RRY
NO �jGALE
12001 R4D.
i
1 11 CI�E�RY AVE, �vv 1 11
51-9 .,� 37-9
112301 RAD.
r
It 70� RAD
_07
51 1— 1k2 " CNO(2D L6NGTN
TUBULAR HANp RAILING
COW. BARRIER
TYPE 25
a
SEE OVA R,EXCAVATION NOTE
FOR FOOTINGS- 5HEET S-3
DATl1M �.L. = g0U.00
E L E V AT I ON AT � �w
12,22 R P,i 1&*' RAD
AST CURD LIAJE q
YV ,ISS r C u R)3 klAh5 ` �! _ �� r _-= EAST E DC E GRID
-WEST F.IDGE GRID 150P E CROWN LINE-GRAD'aS -.SHEET 5-3 _
GF3ACDF-S ---SHE= aT �- � 1 ! �P�o� RAP . (G4eklzi AVIF,)
�F3',,_5,vrLjBIJLAR
� PROFILE Cl -RADE
SHEE �- 3 PIAN�� RAILINC,
T
v � ET� B' ` . RI IR
A
CONCR � �
-, 00 �.
2` i. �LC�PE 3.r0°7o `^�LQPE3.�� 2�0 __-TY-2 5
.O �•�'-. s an—
p• .G, a P. 1'. 4.
000 oao o0 c 0° Oo0 o:.o...
GAS L1NE_� °.
- , 12 WA'TeR LINE
VARI E� 0.12 Or%E�' n
l� oN _ SEE LAYOUT FLAN -t VARIES Dhi . I�IC7GE
E9It76T- 6cK UN ( THIS 5HerT, PS -CK UWIT,5 .
2 Q 4'
5 @ 4.!-011 2OL011 8 (2 4'-0" t 32'0"
�����-G _pu . ;�� j, 011 9 ►i
SO -I O
TY.FICAL
Td,NGENj ep'+N mik DEGK UNI
11E�n E C T 1 0 q
L E- Iz 0 A,2
In
PLAN
SCALE y 1'' = 10
ACCE% 1zAHp
CRETAINING WALLS
ePHSET 5-G.
CONC. BARRIER
/8!0 4- %O. 3 �t3Cl7;
-7/9-86 rc
9/9./94
—EDGE 0r-- CURB
i
--�3RIPGE CROS IN �_I NE
INTM: SCT(06a nF k/w e-,-UKVE !
� Ac 4P 5r CAIN F..4,,11DC-4I
6HERI,Y AVE FW ----------
(R6Sw)5TA I8G+G3,12
I
GENERAL NOTES
--- -- d
CODE: DESIGN PER.A.A.S.H.T.O. STD, SPECIFICATIONS
FOR HIGHWAY BRIDGES- DATED 1977.
LOADS: HS -20-44
SOILS: SEE FOUNDATION AND GEOLOGIC INVESTIGATION
DATED MAY 17, 1982 BY LEIGHTON & ASSOCIATES.
MATERIALS:
CONCRETE: CAST IN PLACE CONCRETE SHALL ATTAIN
j A MINIMUM COMPRESSIVE STRENGTH f ' c = 3250 psi
114 28 DAYS.
PR' -:STRESSED CONCRETE: STRENGTH AT TRANSFER SHALL
i BE 4+.00 psi TN 2.8 DAYS. FINAL STRENGTH SHALL. BE
6000 p i IN 28 DAYS.
FEINF,)RCING�'_'E .. SHALL CONFORM TO ASTM 615 GRADE 60
60,000 psi)
PR57914WdN10 STRANDS SHALL_ CONFORM TO ASTM A416 AND
SHALL BE 1/2 INCH DIA. GALVANIZED SEVEN STRAND MIRE
�41'FI-I AN ULTIMAFE STRENGTH OF 270,000 psi .
L
INDEX OF APPLICA15.LE eTATE FANOARD
PLANS, I`181 USED 6Y REFERENCE
DWca, Na TI TLE
Flo - 21 JOINT 5E,41.5
5II - 51 TU5IJLAR HAND RAILIN��
511-53 CONCRETE 13ARRIeR � TYPE 25
N OTE
51�E: 16RIOGE ALIGNMENT PLAN
FOR LAYOUT DATA s
E D G P- OF CURS
,83TG, 9196/6`rf
-- CONC. BARRIER
10
BFIDC:iE
IbINDEX
SHIT: No,
T17LE
S;- I - -
GENERAL.
FLAN (CHERRY AVE -NORTH)
5-2
C5EN ERAL.
PLAN (CHERRY AE - g5OuTH)
5M 5
Fo1i N OATI O N
PLAN 4 DECD ELEVATION ((;HEP -RV AVE
5-4
AbUTM�.NTG
(CHERRY AVE. No.)
5- E)
AbUTMEqT5
(CHERRY AVE, 45o.)
5-6
ACCES-5 RAMS'
RETAINIHC9 WALLS (CH E.RkY AVE: - W0, A �,O• )
5- 7 -
BRIDGE DETAILS ( CHERRY AVE. No, 8 So.)
5-8
FOLLOW CORE SLAB UNIT - PLANS (GHERRY A I� .- No. 9 $rip)
' 5-9
PRESTRESSED
HOLLOW CORE CONC, UHIT- DETA(L,l (CHERRY AVEW
5 - 10
FRESTR865ED
HOLLOW CORE'. COMC. UNIT t. D rAI L5 ( CHERRY AVE,
5-11
LOGS of TEST SORtH&S (CHERRY.AVS Na._ -----
N OTE
51�E: 16RIOGE ALIGNMENT PLAN
FOR LAYOUT DATA s
E D G P- OF CURS
,83TG, 9196/6`rf
-- CONC. BARRIER
10
y