HomeMy WebLinkAboutV 599 Sh74t I •..
„ PROP. 12 R. C. PIPE. FOR QQ QQ PROP12 R.GPiPE FOR 'm
STA, 168 +50 R, INV. 113.0' 0 STA. 168+50L. ; � at 12 RC — p ¢ — � PROPI2 R.C.
30 PR( PIPE.INV.ELE ELEV. it1. EL. , - � — p '•' •
-
p
n ; G•reoUA,10 L i Ve EL,
. e , 13'
6r -6" �_ _ 8r o" e a 18� Z•_4,i 5� -6rr 6� 5� /8 °..�. 24„
L-O-A A
FRONT ELEVATION SECTION A -A
FRONT ELEVATION SECTION A -A SCALE 3/8 "= I'
CONCRETE ENDS FOR PIPE CULVERTS SCALE: 3i8 "= I'- 0" CONCRETE END FOR PIPE CULVERT
STA. 168+50 N.C,H LEFT _INV ELEV. 110.0° TOP ELEV. 116A0' STA, 208+0 U0.1 -1. RIGHT INV. ELEV 126.4' TOP ELEV. 131.4°
STA. 168 +50 N.C.H, RIGHT INV. ELEV. 110.20' TOP ELEV, 116.20' SCALE 3/8 °` =1' -0"
SCALE t 3/8" =1' - 0"
I2 � A
;o CLEAR
a
o ¢L
D "
PROP. 12 R.C. PI PE. INV, 117.0 & Q
fall
G2oUN0 LINE EL. N
PROF PIPE ENCASEMENT
NO SCALE
- FRRME � COYER GROUT = �'•^ ='+-"
[F /N. GR
&SE.. 8RICK COURSES
RS R.Cq'O. TO 8R/NG MANNOIE
RIM TO ` REQA. FL,EYFT /ON r. P PRECAST REINFORCED
8 . • Z= D LONG. MANHOLE :CONE
v. 0 8
- i
Fie.
T'! P•
/O' %12" F74UMINuM
STEPS fi U.04y..61S f
7t'Fi Tai
8" 4-0 8"
PRECRST REINFORCED
CONC. MANHOLE : "BHRREL
n
4
"CLNSS �C CEMENT
CONCRETE. AIASONRY -
d EX/sr. 1vJfINHOGE.
.r
DETAIL OF SEINER MANHOLE
STA. 51+ 46
(MASS. AVE)
onv
w'.
"B ton Blne Ptint- 2001 -Q$,.
r
'
'
TYP.
OVARIES
\ \`
/ P
4
PROF PIPE ENCASEMENT
NO SCALE
- FRRME � COYER GROUT = �'•^ ='+-"
[F /N. GR
&SE.. 8RICK COURSES
RS R.Cq'O. TO 8R/NG MANNOIE
RIM TO ` REQA. FL,EYFT /ON r. P PRECAST REINFORCED
8 . • Z= D LONG. MANHOLE :CONE
v. 0 8
- i
Fie.
T'! P•
/O' %12" F74UMINuM
STEPS fi U.04y..61S f
7t'Fi Tai
8" 4-0 8"
PRECRST REINFORCED
CONC. MANHOLE : "BHRREL
n
4
"CLNSS �C CEMENT
CONCRETE. AIASONRY -
d EX/sr. 1vJfINHOGE.
.r
DETAIL OF SEINER MANHOLE
STA. 51+ 46
(MASS. AVE)
onv
w'.
"B ton Blne Ptint- 2001 -Q$,.
r