HomeMy WebLinkAbout3061-9FINISHED SURFACE CITRUS
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1395
1390
1385
lmi.Ttl
1375
Elk ■r 0 . 9
HORIZ: 1"=40'
VERT : 1 "= 4'
1390
1385
tilt .11]
_Z GRADED SWALE
10 11 +28.93 END PIPE m 1+14.33 END P
1383.39 INV.
MIM'
LINE "A" 72" RCP
SEE PROFILE -LEFT HEREON
171 +10.00 (L STORM DRAIN
END VERTICAL SHORING
END DOUBLE 10'x8' RCB
10+31.69 B.C.
BEGIN PIPE
2 170+85.20 DBL 10'x8' RC
10+20.66 LINE A
ELEV R=1381.46 INV.
SEE THIS SHEET FOR PROFILE
4TERAL "A-2"
1
AVENUE
m
9
NJ EXISTING R/H
4 t �
i
t..
`- GRAPHIC SCALE
?t 20 0 10 20 40
s
-EXISTING
--------------
EXISTING TRAFFIC
EXISTING EP.
(INS)
1 inch = 20 fir.
STORM DRAIN CURVE TABLE
t M U) 1
/W S it_'
wE�EST_f � AN � R �ESL \
s,
I
3
�- NSTRUCTION S
Z
U
,.,_z of ... ;-- � t._:` �.:� � — M W
_ . _ AIL
v> 2 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1 AS SHOW ON SHEET 5
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_ - - 3 �' CITRUS AVENUE
{ - - - x. i s x a 0 w o c�
1375 137 w a a z co co 6 CONSTRUCT BULKHEAD PER DETAIL 1, AS SHOWN ON SHEET 4
s _+ +
` 14
8 INSTALL 72" RCP, 1350-D
3 , i - J 0D r
` ...
- 9 INSTALL 24" RCP, 1350-D
Al,10 INSTALL BRICK AND MORTAR PLUG PER DETAIL 3, AS SHOWN ON SHEET 2
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" 1 - 12 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1, AS SHOWN ON SHEET 5,
�(; ��: MODIFIED FOR DUAL INLETS
IN THE EVENT THAT THE EXISTING WATER VAULT IS 13 GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2
1+00 2+00 1+00 2+00 DISTURBED DURING CONSTRUCTION, THE CONTRACTOR 14 TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT IN PLACE AFTER RELOCATION.
SHALL REMOVE VAULT AND REPLACE AFTER STORM DRAIN CONSTRUCTION
TO THE SATISFACTION OF THE DISTRICT ENGINEER 15 PROTECT IN PLACE
LINE "B" LAT AA -1" LAT "A -Z" 19 REMOVE TRAFFIC SIGNAL AND POLE, PEDESTRIAN BUTTON, SALVAGE, REPLACE AFTER RCB CULVERT HAS BEEN CONSTRUCTED
LEGMD 20 SAWCUT AND REMOVE AC PAVEMENT
SCALE SCALE SCALE 21 INSTALL 60" RCP 1350-D
HORIZ: 1"=40' HORIZ: 1"=40' HORIZ: 1"=40'
VERT : 1 "= 4' VERT : 1 "= 4VERT : 1 "= 4' INDICATES A.C. PAVEMENT SAWCUT AND REMOVAL 23 CONSTRUCT 48" CMP RISER PER PROFILE, SHEET 9
24 TO BE REMOVED
DATE: I VUV 1 V W J
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