HomeMy WebLinkAbout1582.1*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
DATUM
N.O.S.
DATUM
Sta. 3+70 Rt, 15.3 CONSTRUCT CEM. CONC.
INSTALL CURB INLET, TYPE 8 CURB t GUTTER Rt. 16' 0 Lt. 16'
TOP INLET = 285.02'
CONNECT TO TYPE IC C.B.
AT Lt. 16' WITH 32'-6'' CONC. PIPE. j
CONSTRUCT CEM, CONC.
SIDEWALK 4' WIDE
_Ln
INSTALL 125' - 8" CONC.i
PIPE.
r-- 10' EASEMENT
Sta.1+20 Rt, 16
EX. C.I. To be
Connected by others.
0
_JMATCH EX. SIDEWALK
/ Sta. 1+235
f Sta. I+ 31� Rt.6°
ADJUST EX. SAN. W.
TOP M-i = 286.30'
_ ' ' EXISTING CEM. CONC. SIDEWALK 4' WIDE
- I - - -- --- I + 50 � F 52 I -,O -�t - -- _ 286.25 - - 1+2 � 6" C.I. (T.J_) WATER
v 3t77— 3+50 3+00 -- — -co `n ��6.57'
w r - O N S EXISTING SAN. SEWER
0
0- 285.60 / 285.67 285.8) s
Ir
16
0 2+50 (\J j �2+00 / EXISTING
285.92' � `�. _ N 286.05' �J� I t 00 ASPHALT 0+ 50
o _ —
w INSTALL 235'- 12'' CONC. PIPE STORM LINE
PAVING
- ST
EXISTING CEM. CONC. SIDEWALK 4' WIDE'
Sta. 1+344 Lt.146
?
STA. 2+00 � ZSTA. I +58 ADJUST EX. STORM NH. ; � j .
Sta. 3+70 Lt. 15.3' 6 STUB 6 STUB TOP M-1 = 286.02'
` --- INSTALL CATCH BASIN, TYPE IL cn Lt. 16
TOP GRATE = 285.02' - EX. C 2I
STA. 2+57 (RT. 5-) . To be
ao
INSTALL 8" LAMPHOLE CONNECT TO EX. W. X \� Connected by others.
w 5
I MATCH EX. SIDEWALK
Sta. 1+262
i
1329 Dayfor7 Ave. /1/E. /323 Dayfor7 Ave . l v. E
- - 10' UTILITY
EASEMENT
TYPE 1T C.B
DESIGN PROFILE
286' GRADE = -0.25`
_-a E
284'
2 8 2'
278' \---INV. = 280.52'
276'
3 +50
tv SAL
12 CONCRETE PIF
3+00
PLAN
SCALE I"= 20'
BEGIN PROJECT Sta. 1+25
50' V. C
N,r�
i- -� + Ln
O �
aJ
(� cc N
N
�, � EXISTING ROADWAY
�
> v o- w
STA. 2+57 a�
I ARADWOl C
2+50 2+00
PROFILE
SCALE : HORIZ. I"= 20'
VERT. I"z:2'
1+50
SAN, SEWER M1
DTTOM = 282.29'
STORM NH
1+00
0+50
]E3[ 7[ 7[.1[. C R ST
0+00
M)
a
TZ002I'i
STREET EXTENSION
N.E. I3th PLACE
(DAYTON AVE. N.E. )
Ron Jensen 1 1- 8- 71
R.E.J.
AS SHOWN
302 1-12
look 140%
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