HomeMy WebLinkAbout1321-2A L TEaNQT/V
' coNsr• Ioiivr (rYP)
• _' CON57 JO/NT (TYP)\�
"AN
N
80-
FUTUQL-
C47C1I ,BasiN
70
# 7 gAe (0 /i "O. C,
/0 1
406 BAe@ /4"OC,_/5i_9%2ii
0 B .BAQ @ /B'/oc, d 4 3AR @ /4 //oc
# 4 43A- R 14- "OC
/'- 9
• e • •
IN
d BAR @ /8 "oC h�,d BARS P /8 /OC (TYP
. 4 BARS g /8'Oc
(TYP) 4 84 RS (,P /8 //Oc
(TYP) .
3 %''CzEQa
� 4 BAQ @ l8 DG
-#-d A4 RS @ /�g //0C
7 (7��)
8 E34 R (P /8'�5 C.
-d d 8.4R (P /8 C
5 BGQ 6) 1,4//0,5�
C.
W416ARS CO) /8 0.C.
TYP
DOUBLE 10'x 8'R.B.C.
PLUG END SOL/D
DOUBLE
/0 "Y 8'QBC
S70R" OQ,4/N
STEEL DETAIL
SCALE I/
70
146
C,o �
CONST. ✓ s. NO.3
A = -'31D° 6 = /8" C= .2
D - /0',V 8' "C
S- (6.00
• I SM. 19.19/.82
F
60 �o
CONST..9-3,. 67/-,' /8'/ -ICP
1750 • '
® gl 49
�.9
go•
PROFILE '�E��
CONST &0
C✓.J7CH SS/N
CONST. /0L F /8''acp
r
/0/
QOQ D
k1W L/NC
��rUaE I
CONNEG'T/0N,' I�OUBL F
/O'x8/"wc
4 STD- m DON
PL LIG CND
SOLID \
80
CONST ✓ s. No. 3
A=90* ,B=/8"C=2'
� (o
F I� D _ /OxB RBC
9p' S -GG 32
\QP S7A . /8/20
` GQ
•
S z„
0®
2 ''CLEAR
70 70
CONST 14167 LIc
/7.8'O,0 sc�LE
"F"]
� �� NORlz , ! "_ dO '
PROFILE F VeRT ,_ 'd'
PROFILES
,UDIJBLC /0 XB �
,, 8c S7OR/I'l 0PA//ti1 .CONST. WIVC. COL"R ,NONQ/!T/•//CAZLY '
w/N ,/. S. N0. '3'.
_
70
CONS7- ✓. S NO, 3
D = /O k8',QBr'
PROFILE "H"
p� -4-d p /2'/DG
Js //0 .3
r rL 11@1!1• o /
�-
90°
O
CNCCaLLa s
DETA/L•
A n , n .-. � � /1 � / f / � � fir. _ / � -7
FUTURE
CONNECT/ON
70 - --
F ,
00 ��
�V Q ��
c�L �
60--
BtiI SEL /NE ROAD
R/0t/ UNE
DOUBLC-
S7OR/I�/ A924/1V
PL UG EVD SOL /D
--,S= O- 1370
Co V-57. ./ S. NO.3
D - /0 "'r'g BC
5= 68_ DO
ST4 20 6S
COAX57.4 6.7 Lc 2d'/RCP
/7SO O
PROFILE "G"
pf L SS/(�
R I-
26229
OF CA�j��?
eo
6®
DOUBLE 10'x 6 R.B.C.
STEEL DETAIL
SLdLE /`=2
•
o
V` #tel BARS 4P
C. (TYP.)
8SAR @P 17110C -
� 4 ,BAR @ /7 "OC .
�'8 8A R Q /4''0, c. h
/8'/OC (7Y10) F//LET (TYP. )
CONST. JO/rVT'
TYP/G4L) (OPT/oNQL )
--� � aAQs C /8 0. c .
•#8 84 Q @ /7'/D. CAL TPRN4T/f/F
• `_ CON�ST,JD//VT
2
1 (BAR //00', J� -34'��
5 tQ Ca /01%.c' -/5 ,9, „ 3%4��CLEdQ A'Q corvsT.
-
LL
d 34/ZS 0 /B'/o. 0. (7YP.)
rOY7 e • _
d 2 _¢ 2_¢ 7 AR o C.
/O / '
I! 9
4
'22 -
DOUBLE RBC TRANSITION SECTION
SCALE 2'
RECORD DRAWING
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the pares that
Intend to use same,
-5;rRUGTUQA L DES/GN
HS 20 - .tel =STD. L0.4 D/NG,
UrV/T STRESSES = /,S :x,000 PS/, /c /800 PS/, /> = 9 -Ac ' _ 4e� P-51FOR CONC,P�T� //1/ 28 OA YS
I lc =3// l!S/, /y = �0 !lS/, rI = 9, STD. ORALTC/16, /3 fL-•/NFORC/r(/O °STEEL .
J N 38//—OD
8' BAR 0 /4 "o C.
•
(7YP)
coNs r xINr
(0PMIAVIAL)
A L TEaNQT/V
' coNsr• Ioiivr (rYP)
• _' CON57 JO/NT (TYP)\�
"AN
N
80-
FUTUQL-
C47C1I ,BasiN
70
# 7 gAe (0 /i "O. C,
/0 1
406 BAe@ /4"OC,_/5i_9%2ii
0 B .BAQ @ /B'/oc, d 4 3AR @ /4 //oc
# 4 43A- R 14- "OC
/'- 9
• e • •
IN
d BAR @ /8 "oC h�,d BARS P /8 /OC (TYP
. 4 BARS g /8'Oc
(TYP) 4 84 RS (,P /8 //Oc
(TYP) .
3 %''CzEQa
� 4 BAQ @ l8 DG
-#-d A4 RS @ /�g //0C
7 (7��)
8 E34 R (P /8'�5 C.
-d d 8.4R (P /8 C
5 BGQ 6) 1,4//0,5�
C.
W416ARS CO) /8 0.C.
TYP
DOUBLE 10'x 8'R.B.C.
PLUG END SOL/D
DOUBLE
/0 "Y 8'QBC
S70R" OQ,4/N
STEEL DETAIL
SCALE I/
70
146
C,o �
CONST. ✓ s. NO.3
A = -'31D° 6 = /8" C= .2
D - /0',V 8' "C
S- (6.00
• I SM. 19.19/.82
F
60 �o
CONST..9-3,. 67/-,' /8'/ -ICP
1750 • '
® gl 49
�.9
go•
PROFILE '�E��
CONST &0
C✓.J7CH SS/N
CONST. /0L F /8''acp
r
/0/
QOQ D
k1W L/NC
��rUaE I
CONNEG'T/0N,' I�OUBL F
/O'x8/"wc
4 STD- m DON
PL LIG CND
SOLID \
80
CONST ✓ s. No. 3
A=90* ,B=/8"C=2'
� (o
F I� D _ /OxB RBC
9p' S -GG 32
\QP S7A . /8/20
` GQ
•
S z„
0®
2 ''CLEAR
70 70
CONST 14167 LIc
/7.8'O,0 sc�LE
"F"]
� �� NORlz , ! "_ dO '
PROFILE F VeRT ,_ 'd'
PROFILES
,UDIJBLC /0 XB �
,, 8c S7OR/I'l 0PA//ti1 .CONST. WIVC. COL"R ,NONQ/!T/•//CAZLY '
w/N ,/. S. N0. '3'.
_
70
CONS7- ✓. S NO, 3
D = /O k8',QBr'
PROFILE "H"
p� -4-d p /2'/DG
Js //0 .3
r rL 11@1!1• o /
�-
90°
O
CNCCaLLa s
DETA/L•
A n , n .-. � � /1 � / f / � � fir. _ / � -7
FUTURE
CONNECT/ON
70 - --
F ,
00 ��
�V Q ��
c�L �
60--
BtiI SEL /NE ROAD
R/0t/ UNE
DOUBLC-
S7OR/I�/ A924/1V
PL UG EVD SOL /D
--,S= O- 1370
Co V-57. ./ S. NO.3
D - /0 "'r'g BC
5= 68_ DO
ST4 20 6S
COAX57.4 6.7 Lc 2d'/RCP
/7SO O
PROFILE "G"
pf L SS/(�
R I-
26229
OF CA�j��?
eo
6®
DOUBLE 10'x 6 R.B.C.
STEEL DETAIL
SLdLE /`=2
•
o
V` #tel BARS 4P
C. (TYP.)
8SAR @P 17110C -
� 4 ,BAR @ /7 "OC .
�'8 8A R Q /4''0, c. h
/8'/OC (7Y10) F//LET (TYP. )
CONST. JO/rVT'
TYP/G4L) (OPT/oNQL )
--� � aAQs C /8 0. c .
•#8 84 Q @ /7'/D. CAL TPRN4T/f/F
• `_ CON�ST,JD//VT
2
1 (BAR //00', J� -34'��
5 tQ Ca /01%.c' -/5 ,9, „ 3%4��CLEdQ A'Q corvsT.
-
LL
d 34/ZS 0 /B'/o. 0. (7YP.)
rOY7 e • _
d 2 _¢ 2_¢ 7 AR o C.
/O / '
I! 9
4
'22 -
DOUBLE RBC TRANSITION SECTION
SCALE 2'
RECORD DRAWING
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the pares that
Intend to use same,
-5;rRUGTUQA L DES/GN
HS 20 - .tel =STD. L0.4 D/NG,
UrV/T STRESSES = /,S :x,000 PS/, /c /800 PS/, /> = 9 -Ac ' _ 4e� P-51FOR CONC,P�T� //1/ 28 OA YS
I lc =3// l!S/, /y = �0 !lS/, rI = 9, STD. ORALTC/16, /3 fL-•/NFORC/r(/O °STEEL .
J N 38//—OD