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12th St.
33'
39'
0
0
0
41'
2000+00
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2001 +00 2002+00
2003F00
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U �W
Elan ! 3$ h m 1:
35'
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+ + +
41'0
Conc Wolk
4" n
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29'
33'
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33'i4
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4' Conc Wolk
29'
33;
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0
0
1
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4' Conc Walk
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0
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0
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0
U
0
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29
0
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24'
4 =
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1
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24' 24'
=G
W. 12th STREET
+a 35'
Conc Wolk
+ �1
33'
29'
23' _G 21 5'
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13'
29
31'
PLATE 1 PLAN • PROFILE B P R STANDARD
EUGENE DIETL.LN CO CHICAGO NFw YORK
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PLATE 1 PLAN • PROFILE B P R STANDARD
EUGENE DIETL.LN CO CHICAGO NFw YORK
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s
•
3
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gg°4
W
J
1L
O
age
0
1993+00
1
22' 5'x3' Squash
12th St.
6
1
18.3
1920
191Q
n
a
28 r
51x e' Conc. Box
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3
ti
+
c0
N
29':
Elw 1912.59
1994+00 1995100
i
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60
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1996+00
1997+00
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3$
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in
Id 20' 020'
4 Conc Wolk
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33
29
2
1
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35,
tom
13'
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',a 29 ll■&
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11
Conc Drive
,
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1
In
w
Y)
O
W. 12th STREET
'4)
Conc. Drive
1999f00
0
60
11
t
339' II
4' Conc WaIk
33' .
29'
1
Main _ 1 f3 01 = —G-- 22.5'
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0
2
co
11
8
11
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41,
PROFILE
•
— j
—-
J.
1997
•
g
Conc. Walk
1997
29'
33'
MOTE
Sot Paving Grades For
Manhole And Mkt Top
Elevations
• - _-- ` pt Q
t
0
1905
414.
/3
+00 F.L. Elev. 1908.29
+45
+50
+95 Connect Exist. 15"FL Elev. 1910.60
0
at
•
16.80.
Water Service
1.35
San. Sewer Service
NB
+00 Riser FLEIev.1908.26
+15 Connect Exist. 24" F.L. Elev. 1909.24
+51 Connect Exist. 24" FL Elev. 1910.50
+85
+86
f 00 FL. Elev.1908.20
•
11.42
e' Gas Moon — f
Woter Service
San. Sewer Service -,a
+01
0
+99
+00 F L. Elev. 19 08.14— i
+33
+34 --�
+84
0
•
1.113'
Gas Service —1
Gas Service
0
2
+00 F.L. EIev. 1908.08
+38
+61
•
•
+I
+09—W
+35
+i0
+14
0
•
•
+3i
8
+57
Conc. Wolk
Sta. 13+90
Build 24'Riser
FL. Elev. 1908.26
191
4-14
+311
0
17'
Sta.12 +45
Lower Water Service
Sta. 12+50
Lower San. Sewer Service
y►
+40
w-- +45
Sta. 12+95 „
Connect Exist. 15 Strom Drain.
Plug Down Stream Side
II
Conc. Drir•
Sta. 13+15 ��
Connect Exist.24 Storm
Plug Down Stream Side
+50
+70
Sta 13+01
Gas Main tobe Adjusted by Others
4th St.
"'erg
+35 _"_ =6
+30
Conc. Walk
+42
LS, 14+01
Gas Service to beAdJusted
by Others
4.0f
Sta. 124-00 to Sta.16+67.5
Remove and Replacf 520
S.Y. Exist Conc.Pav t.
Sta. 12 t00 to Sta.17+25.52
Install 526 L.F. 66' RC.P.
Water Service
San. Sewer Service.
440
Gas Service
17.20
San. SewerSsrvice
+74
+92 Riser F. L. Elev. 1908.02
•
•
Gas Service
8" Son.Sewer
+e3
+15
400
+00 Bend FL EIev.1908.02
_+.235..11 Elev. 1908.00
17.90
1
1e.22
+51
ane.
Orly*
w
-
ti
+ole
11
O
Conc. Wolk
+41
4-o1
+04
Sto 13451
Connect Exist 24" Storm Drain.
Plug DownStreamSide.
+35
elk +47 +4,
Conc. Wolk
+53
•
1.1
i
174
I 1
a
1
.= �— —o— —
+17
+36
+97
Conc.
Draw
4-4.4
N
+II
a
+13—it
o
a �
•
+35
Conc.
Orly*
I
I
=To= =6=--- 7.11+6it
Sta. 16+675 to Sta 17+15
Remove 47 S.Y. Exist Aspl alt 6
Replace 15 Tons A.C. Pav t. —�•.
Sta.16+92
Build 24" Riser
FL. E Iev 1908.02
Sta 17+00
Install Bend ��
P I. Lt. A= 60° 40'22"
y
u
Sta 13+85
Lower Water Service
Sta. 13+86
Lowe r Son. Sewer Service
401.11
Conc.
Orly
+7s
+5$
Sta. 14+99
Gas Service to be Remove & Replaced
by Others
Sta. 15+33
Lower Water Service
Sta. 15+34
Lower San. Sewer Service
II
34
Fp
d
q
+44
+26
Sta. 15+84
Gas Service to be Removed
6 Replaced by Others
Sta. 16 +38
Lower San. Sewer Service
447.5
=
Sta. 16+61
Gas Service to be Removed
6 Replaced by Others
+74
Sta. 16 t74
Cross 8 San.Sewer
+44
- N
•+44
+10
+34
LiSta. 174-25.52
End 66" R.C.P. Begin Headwall
See Detail Sht.
FL EIev.1908.00
+16
+43
o a
(San. Sewer F. L Elev 1912.60)
+30 Tie FL. Elev. 1910.00
+51
c:_:)
.....-
19.05
Water Service
t 70 Riser FL. Elev. 1908.45
(San. Sewer Manhole FL Elev. 1912.84 )
+00 FL Elev. 1908.44
(San. Sewer FL Elev. ( 1912.94)
+10 Tee FL.Elev.1911.25
+47
Water Service
C`_
•
o
I&24
+48 _
+57
co
a
le" San. Sewer Service
• Gas Service
+70
+95 4,26
E
•
N
4
•
• Gas Sery ice
Water Service
+00 F.L. Elev. 1908.41 _
(San. Sewer EL Elev. 1913.28)
+49
o
co
e6
k
i e.so San. Sewer Service
Water Service
+50
+86
1
1
me l
San. Sewer Service
Gas Service
+95
•
Gas Service
+00 F.L. Elev. 1908.38
(San. Sewer F.L. E lev 1913.62)
+18
16.44
Water Service
•
1121
+19
+66
w
A
s
SI
.D
e
•
o
O
W
San SewerSery Ice
Water Service
+67
(+75 San. Sewer FL Elev. 1913.88)
San. Sewer Service
+98
•
Gas Service
+00 F.L.EI• t 1908.35
+42
18.12
1
San. Sewer Service
+47
•
Water Service
4-65
17.79
•
Gas Service
+00 FL Elev. 1908.32
+05
/7.44
Water Service
1-17
•
•
San. Sewer Service
+37
•
Go: Service
+84
•
17.11
Water Service
+97
•
San. Sewer Service
16.10
+00 EL Elev. 1908.29
Sta 6+70
Build San. Sewer Manhole
Intercept Exist. San Sewer
6 Plug Down Stream Side
F. L. Elev 1912.84
Sta. 6 +70
Build 24" Riser
FL. Elev. 1908.45
+46
fiffrommfaf .•=1•01
0
19.5'
7'
Sta. 6+3�
Install 66 x 15 Tee
Install 8 L.F 15' RC. P
Build 4' Inlet EL 1910.10
Sta. 6+5
Lower 6 Water Main
+03
+06
40
+44
Sta. 6+00 to Sta.9+75
Remove 542 S.Y. Exist. Asphplt &
Replace /85Tons A.C. Pay t.
+69
H6 4 Conc Wolk
7+00
Sta. 7+57
Gas Service tobe Removed E.
Replaced by Other
+16
Sta. 7470
Gas Service to be Removed
E. Replaced by Others
+47
+52 ' =—f5 *5 --i
1- 5-ra= =3= == =7= = i
+70—_0= =i_ = G= _0 =0= =C— �_
+SI S --S- S
+15��
Sta. 8+49
Lower Water Service
ata 8+50
Intercept San.Sewer Service
& Plug Down Stream Side
+K
Conc. Drive
Gras
Conc. Drive
+42
Sta. 8+95
Gas to be Removed
& Replaced by Others
Sta 9+18
Lower Water Service
+04
1
I
N
•
11
' Conc. Wel k
+94
+96
1'
11
+16
Sta. 17+19
Install 66 x15 Tell
Install ?3 L.F. 15 R.CP.
Build 4 Inlet FL.1911.35
4-42
+
Sta. 17+47
Lower Water Service
Sta. 17+48
Intercept San. Sewer Service E.
Plug Down Stream Side
+e8
�11� t�lf s—FT T♦ �
=a= =`
i—.+51
l
—=6=
Is'
—6— — +62
Sta. 7+95
Lower Water Service
Sta. 7+96
Intercept San. Sewer Service E.
Plug Down Stream Side
Conc. Drive
Gross
Coma Drive
+0s
+10
+28
+37
1r+.lpso
Sta. 8+86
Gas Main to be Removed
& Replaced by Others
0= =G= _ _6 _ +77
+81
499
Sta 9+19
Intercept San Sewer Service
E. Plug Down Stream Side
+4+I7. --41—r
Sta 9+66
Lower Water Service
+37
+46
+51
+41
Conc. Drive
Conc. Dnve
Sta. 9+98
Gas Servioe to be Remove
& Replaced by Others
+18 =a= =43=—
+00
+03
+26
Hedge
Conc. Drive
+22
+3a
+41
Sta 6 +00 to Sta 'R+75
Install 375 L.F. 8 V.C.P
Sanitary Sewer
—-1---S-—t-113+ is
+27
Conc. Drive
+36
+43
=6= =G+39
+41
Sta. 9+67
Conc.Drive Intercept San. Sewer Service
C. Plug Down Stream Side
+59
gy
Sta 9+75
Build San. Sewer Manhole
FL Elev. 1913.88
= =G= —6= =G= moi= =G +33
Sta 6+00 to Sta.1g,+00
Install 600 L.F 66 R.C.P
+10
+27
406
+10
Sta. 9+75 to Sta. 12+00
Remove and Replace 250 S.Y.
Exist. Conc. Pav t.
+39
+e5==C=
.ta. 11+05
Lower Water Service
+79
Conc. Drive
Leta 11+17
Lower San. Sewer Service
Sta. 11+37
Gas Serviceto be Adjusted
by Others
+29
.'•
•
•
+
7
+37
+41
Conc. Drive
+43
*+47
•
•
•
+AR
+6'ti Sta.
Lower Water Service
Sta 11+97
Lower San. Sewer Service
i
w
19'
•
+31
i4e=
11
11
11
Conc Dnve
Sta 10+42
Lower San Sewer Service
s—
—s
S +42
Sta. 'e '
Lower Water Service
Sta. 10+65
Gas Service to be Removed
E. Replaced by Otters
+94
11
11
•1111111111r •=1111111111
+46
4-61
N
11
—�N
3—
W 4-47
= =G +67
�==6490
+05
S +17
Canc. Drive
+54
Groes
Conc. Drove
+33
+44
+62
rn
0 -4
C
• M
0
0
a1
F00 FL. Elsv.19 .
0
(O
01
(San. Sewer F.L. Elev. 1910.56)
1-24 Connect 18" R.0 P. FL. eft 1911.75
1.25
+47
Gas Main ---0r
6" Water Main
+97
17.85I
Gas Service
+00 F.L. Elevr:1908.62 +02
(San. Sewer FL Elevr: 1910.90)
IT 75
Water Service
11
17.61
•
17.36
+03—ir
+90
+00 FL Elev. 1908.59
(San. Sewer 1L.EIsv.1911.24)
+26
San. Sewer Seryice -1
Gas Service
WaterSsrvlce
+27
+73
8" V.C.P. of 0.31
66" R.C.P.
San. Sewer Servlc
17.1
Gas Service
+00 EL Elev. 1908.56+02
(San. Sewer FL. Met 1911.58)
O
0
tel
_ _
'1
mit Water Service
+03---r
f20 (San. Sewer Manhole FL Elev. 1911.65)
+54 Connect 24" E, 364 R.C.P. EI. v 1908.54
a.....0
San. Sewer Sery ice-'
+86
�_
..•
Water Service
+87 -/
San. Sewer Service—
11.71
Gas Service
+00 FL. Elev. 1908.53
( San. Sower FL. Elex 1911.92)
+12
+38
Gas Service
+77•�
16. .
Water Service
f 78 -�/
.
+00 FL EIev.1908.50
(Son. Service F. L. E Isv.1912.26)
+46
17.27
San. Sewer Sery ice .
Water Service
+47—�
+80
+91
1754
•
San. Sewer Service %
Gas Service
Water Service
+92–�
+00 F. L. Elev. 1908.47
1774
San. Sewer Service
(San. Sewer F L. EIev.1912.60)
N
+15.5
Sta. 0+24 Lt.
RemoveE.Reloy 13 L.F. Exist.
18"RC.R Connect to 66"R.C.P
Plug Down Stream Side
12th St.
429
+33
+68
s
4' Canc. Welk
+03
3na
.z
w
M2 (4.4.)
+35
+59
Conc.
Drive
T
1
fl
1
1
1
I
I
1
1
1
1
1
•
s
Sta .0+25
Gas Main fobs Removed E. Replaced
by Others
Conc. Wolk
Sta. 0+j7
Lower 6 Water Main
+61
Sta. 0+00 to Sta., +00
Build 600 L. F 66 C.P
+35
+54
4...0.
T
+loss.—s= == wif ==9=a
Conc Dive
+a
1
1
+43
+J
saes
+73= __= T ==f1 = _me_ _7
Sta. 3+20
Build San.SewsrManhole
FL. Elev.1911.65
+01
Conc Drive
Sta. 3+52 "
PI Exist. 36 Storm Drain
a'
01
GO
N
18.2'
a
y
+15.5
+29
+33
Sta. 0+97
Gas Service tabs Removed E. Replaced
by Others
Sta 1+ 02
Lower Water Service
4' Conc.%lk
=T==et=T+14
+27
Sta. I +03
Intercept San SswerServic
E. Plug Down Stream Side
Conc. Drive
S ta. 0 +00 to Stijl. 6+00
Build 600 L.F.8 V.C.P.
San. Sewer
+9c
1+00
+34
+51
Sta. 1+90
Gas Service to be Removed E. Replaced
by Others
==$_4=.—.4—= 7
71
+21
4-35
fk,
Sta 2 +26
Lower Water Service
Sta. 2+27
intercept San. Sewer Service
E. Plug Down Stream Side
+3c
Conc. Drive
27
11
+60
di
G4
+15
4
441
Sta. 0+00 to Sta. 6+00
Remove 86T_S.Y Exist. Asph. E.
Replace 282 Tons A.C.Pav t.
Sta. 4+12
Gas Servive to be Adjusted
by Others
N N
A 0
+39
+55
Sta. 2+73
Gas Service lobe Adjusted
by Others
Sta. 3+02
Lower WaterSe
Sta. 3 +03
Intercept San Sewer S.rvics
E. Plug Down Stream Side
Conc Drive
+20
4-30
Sta. 3+54
Remove 40 L.F pest. 24" Storm Drain
Relay 8 LE 24 storm Drain Lt.
Build 25 L.F 36 R.0 P Rt.
Sta. 3+86
Lower Water Service
Conc. Drive
1►
+12=#= =_=__ ==co==t
+15
425
Conc. Driv
.MI di
+===—= =--
Sta. 4+77
Lower Water Service
Sta. 4+78
Intercept San. Sewer Service
C. Plug Down Stream Side
+14 —
N N
+a2
+57
Conc Dnve
19 P
a►
87
+01
4
4
4
4
w
Sta. 3+87
Intercept San. Sewer Service
E Plug Down Stream Side
Sta. 4+38
Gas Service to be Adjusted
by Others
__ _=9__4==4==+26
==•__# =x445
Conc Walk
+
+83
+55
+59
+77 Ile
Conc. Drive
73c ==-4r---= == = =w==i+D9
r
d
r
Sta. 5+46
Lower Water Service
Sta. 5+80
Gas Service fobs Removed
F. Replaced by Other
71
ill
+eo=n=4=4== ==•_
-19.—.— s W
VI
N
ut
a.
'7
w
ii
Sta. 5+47
Intercept San. Sewer Service
E. Plug Down Stream Side
+99
+99
-x+46 447
Conc. Drive
+89
Sta. 5+91
Lower Water Service
+88
s
+55
+66
------L1---9-1—+92
Sta. 5+92
Intercept San. Sewer Side
E. Plug Down Stream Side
K
Williams Ave.
N
1
N
O
8
gN)
Bellevue Ave.
#./
39'
.;
It\
a_ \
5:\‘
4\C -k a_
i 39'
•
•
7
g
,
N
a
N
a
\s/skres\
4
F •
/
13'
i r 30'
7/
.0
N
0
N
/\
a
a \*4ik
26'
a
a
00
'm
+r
5
a
_ .1\0
ir
at
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Briggs Ave.
Saunders Ave.
N
4
Webster Ave.
8
N
0
0
8
N
0
0
N
8
N)
0
a
io
4`
er
d*
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g. Baltimore Ave.
4
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Hewett Ave.
NOTE BOOK
NO.
GRL E' CHEC(SD
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S'RUC "URE NCIAZIONS CHP -C-0
i
Wit UDR I ALIGNMENT CHECKED
RT. OF WAY ChECKED
t29 it W i
Iiom ve t. El 118 87
+73 End ReNis Bu sr E1,18.49
18
9
*00l Gu
ter FL 18.57
+ 5OY G
tter El.
/8.72
*00 Gutter El. 18. 87
t50 Gutt
er 4 19.101
*00 Gutter El. 1947
•
0
i
t24 End f eturn Gutter E1.19
& E119.73
•
•
470 A.BalievueAve. LE1.19.87
+77- End proiect Mgot Fxi st
•
6-
=0=
+54
41 1'.
+43 03
4-4
11
•
46.
4-44
1.52
-141
•
44-79
48
Sta.2009+16 Id Rt. Pow
Pole to belletaceted * Others
4
4-32
0 -
+83
•
0
+15
5- 12:18241 Trees
re Wass
2 Ty
0
tO
o
118.2009 +43 to Ste.2012 +54
Rows 3414L.F. Exist Cjab
+45
-S 6 SR1:11:"1".ild1.09154+164SS.1.411:Pit.t:C..111141Welkik 4
442
2.7
t:"IrF7).\s:,
4
Co n
Remove and Replace 31 LE
Exist Curb L Gutter
+to
Sta.20105 16' RI. Power
Pols to be Relocated by Others
<1( ,_)), ts, .4
Sta. 2009+00 jo Sta.2012 +771
Build /3 Tons 3 A.C. Pavit.
eLS
eklo
+7, St9. 20,Iff7,4 Bqllevlut
+77
r t15
et. T;A:feti
Isat
1
I 14
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22
tr'''.1)
10.
+51
t 42
wq.4.4- Vence
IP is
t
NSAA
g.
•
+15
NOTE, BOOK a.._ c f
5 M s
No. c FUCTUv'E NC7A11C'. r..E"..cn
r
RT, OF WAY CHECKED
(
ID
0
+00 Gutter E1. I x.08
' I _
+15 End R turn utterELIT.06 $,EI. 1753
t
•
+60 t Brif4 Ave. t. E 1.17.70
-
+05 End Itstuph Guttn17.01 t 1.17.0
1
1
150 Gutter E1.16.138
✓r
L 1
,.*QQGutt.f EL 1703
1 1
1
1
446 End f istu!n G u ter CI 17. 7 t.E1.17197
37 nd Riturn,Guttlr ELIrl$0
t,E1.18.3Q
+50 Gutter E1.1.85
L
a
0
-I
+00;Gut* El. 18.05
.+50 Gut tot El 19.1
t84 kind RRtutrn
G utt
El 1826
!E( 18.76
Ste. 2003+00 to $ta.2 3+45
Am
sevs 11� L.F Exist .
guild 31 L.F Weed Curb
Build 31 LF Curb Wall
-
Sta. 2003+45 $s &Rt.10>U Rt.
Remove and Replace 39 L.F.
gide. Curb I. Gutter
4Conc Wa l
+36 .
Join
L Sta. 20
+ 62
Join
r v M
Ft r
is Sta. 200371-57 Briggs Ave
• 1 I _ yi
=(
lx /
+25
. 4
s
5 1-62
4" M
Shot. 2003+ 75 61 to 100 Rt.
Remove and Replace 39 L.F.
1' - J.
•.4
0
0
•
C+95
Adjust Watervalvs
1
Manhole to Grade
+19
•
4.
4
+ '5
r'9
+3 0
•
r
+444
•4�5
Conc
Drs
Sta. 2004+54to Sta. iNfarnr
IMmovs 66 S.Y.Exist. DrIvs
Build 34 S.Y. 6" PCC. Drive
Sta. 2003+00 to S ta. 200+00
Remove 1256 S. ( xlst Pavt.
Build 2015 S.Y. 8 PCC Pav t.
.2005+23 19 Rt Power
Phis to be Relocated By Others
0
•2!
Sta. 2004 +87 to Sta. 2006+Ti
Remove 3T6 L.F. Exist. Curb
Build 278 LF littoral Curb
• 4)
Conc
•45
Sta. 2005+3; to eta. 2006 to46
Rsmovo 4-6 1012 Trees
Remove 4-1211o24" Trees
Remove 54 LF Bushes /140111— +.,.
/5 5
.y
•9t'
• .j
+41
/
C) N
O c)
0 0Sta400
0
Sta. 20051-T6 to Sta. 2006+01
Rsmays 50 S.lt< Exist. Drive
II I Id 24 S.Y. 6 P. C.0 Orly*
. 5
But ie i i 3 3ilG�al�v 9+00
4
r
O U)
= 0
o M 0- o
c
cn o �c
3
CD
Adjust Manhole .Grade
76
4/ ,
111
f
/ja
cr
/ .
Itl t `u
11
g
Maty S o. 2 Q 6+92 Sp s A
t
w w---.-0--4:w--w-
Join
CC_ Sta. boos+s
Join
>n
Sounders Ave
6
61
Remove 5L.F.
4Conc Walk
• „9
- •
+2?
cr : to. . & +07 to Sta. ' •
move 230 L.F. Exist.Curb
Id 36 L.F. Integral Curb
BiiId 164 LF. Curb Wall
•4r
+w
• —4
0
• 4
•
♦ .5
• 54
+5•
NN
C-)
10
.d.J. +09 16 Rtlk
'bite lobs Rsbcated
By OttisrU
U)
o
= 0 0
0 d `�
c
401
3
m
1 Car
Garage
•25
Sta. 2008+11 to Sta. 2008+26
Remove 22 S.Y• Exist. Drive
Build 12 S.Y. 6" P.C.C. Drive
+4—.
•69
• 4
• )3
I Story
Brick
House
Sta. 2008+75 and Sta. 2006+93
Power Pole to be Relocated by Others
4
•
J.
/55'
_'6�
+94
ra 2007+34 to §7o.2
rngve 3-6 tip 12 Trs
moo 3-12 to 24' TI
+44
Q 0
=G= +53
-••••••-•••••-•-
•••-
+00 Gutter El. 17.05
+50 Gutter El 16.91
+87 End Return Gutter El. 16.80 t. EL 17.30
+32.5 tt Webster Ave. t El 17.29
t0
5
c
L
+78 End Return Gutter El. 16.78 t. El. 17.28
+00 Gutter El. 16.83
+50 Gutter E1.16.96
+00Gutter EI.17.08
+50 Gutter E1.17.20
+00 Gutter EI.17.08
0
0
•
M
O
•
0
•
rn
0
Sta. 1999+00 to Sta. 2000 +17
Remove 156 L.F. Exist. C. E. G.
Build 3E1 L.F. Integral Curb
Build 101 L.F. Curb Wall
Sta.1S99 +84 to Sta. 2000+1
Remove 196 S. F. Exist Walk
Build 140 S.F. 4 P.C.C. Wolk
w<0
N
cn
15 5'
15.5'
11
11
11
11
111
4'Conc Wolk
I.5'
Sta. 2000+17 61'Rt. to 90' Rt.
Remove S. Replace 29 L.F.
Exist. Curb E. Gutter
+11
+34
Join
Webst
Ikto
+
+60
+ss
+34
+31
+SG..r' r..� rrir WIMP --moi
+11
ZastAc N il- __+19
Join
Webster
-s +34
(Conc.)
Sta. 2000+48 61 Rt. to 90 Rt
Remove 6 Replace 29 L.F.
Exist. Curb E. Gutter
sit
C.
0
Conc. Wolk
50 W
+60
+64
Adjust Water Valve
Bac to Grade
Sta. 2000+48 to Sta. 2000+77
Remove 228 S.F. Exist. Walk
Build 132 S.F. 4" P.C.C. Walk
Sta. 2000+73 24' Rt.
Relocate Fre Hydrant
Sta.22N0+73 27.5' Rt.
Lwmr6 Feedertb 1908.00
15 5' T 15.5'
1
W +19.6
+30=6— =m mr 1
Sta. 2001+34 to Sta. 2001+85
Remove 128 S.F. Exist. Walk
Build 128 S.F. 4" P..0 C. Walk
+80
Conc
Dave
+69
Sta. 2001 +47 to Sta. 2001+72
Remove 55 S.Y. Exist. Drive
Build MSY. P.C.C. Drive
Sta. 1999+00 to Sta.2003+00
Remove 833 S.Y. exist.
Build 1319 S.Y. 8' P.C.C.
Sta.1999+00 to Sta. 2003+00
Saw Cut 431 L.F. Exist. Pavement
1
4
Conc Walk
Conc. Drive
4 Conc Walk
15.5 • 15.5'
4
+64
+66
+80
+14
S t a .1999+00+00 to Sta. 2003+00
BuIId 14 Tons 3" A.C. Pav't.
Conc.
Drive
Sta. 2000+ 48 to Sta. 2003+00
Remove 264L.F Exist C.&Cj,
Build 60 L.F. Integral Curb
Build 214 L.F. Curb Wall
1
i
1.5'
* B.C.
+73 ==6=
1
15.5' "' 35.5'
+10
+2T
1993+00
22' S'x 3' Squash
12th St.
1920
1915
1910
1905
i
1994+00
t
1995+00
t_
t
IH
1
0
0
4 it
O +
+5.0
0
996+00
i
i
r
1 9+00
i
V
j
in
0
+
W I2th STREET
no
N
46
e
281 w +,2r
Elw M12.3f
g .,4.Q
+'j
A30
M �Q
1f 8'°A lei
5'
4' Conc. Wa I k
23
16
4,+ ,�
191/--,
Conc. Is.
v
== _ =0= =0= =0= =cam
32'
28' 28'
=@.
4.
o EMI. A16.43 *` "
'-0 -400 L1►r1C�I�L=--11 =6= —6— -- 6— --0-- —6— =6--- —6...
29
•
0
V
C
8
M
+
8
`e
If
if
if
tf
1999f00
4' Conc. Welk
4" Main
if
0 �1s �s .-= G=- ..i ,___.e= =22.6'
33'
29'
0
i)
S')
a
6'x e Conc. Sox
Join
in
n
foci
I
* '
In
Join
in
if
Y Z
1
In
10
3'
0
�a
a
1—
Limits of
Const. x
1-
+
X
2K
le
It
X
0
Z
O
C/1
Pd
iC
U k.
-.Li
SM
IA
N
di o -a2
Ir •
0
x
CLW
A•
J
w
Ch 0
2aCl)
moi.
8.
2
e
Z
5i
a
Exist Pav't. t
4D
+18 End Return G
8
ti
+00 Gutter E
Gutter Sinpe = +0.365 %
+00 Gutter El. 17.36
+50 Gutter E1.17.55
8
m
W
fti
W
P
C:
7
I
3
$)
at,
++ F4 N
t +
:+
Y
- Y
kt
•r M
Ors 340
2ND
Of N N
e—
Os Nirm
•
Note: All Curb f Gutter to be
Removed 1 ?solaced
Shall be 30
29'
33'
8
id
W
2
N
W
g
0
x
W
f
A
Lit
i
8
Gutter Slope = -- 0.294%
Gutter El. 17.20
+00 Gutter EI.1T.05
13'
Hewitt Avenue
T.B.M. # 1 "X" Painted on Curb 19' Rt.
S ta. 15+00 E Iev.1916.7I
T.B.M.#2 F/H 31' Rt.
Sta. 12+95 EI v.1917.78
T.B.M# 3 "X" Painted on Curb 19' Rt
Sta. 12 +00 Elov 1916.86
T. B. M. 4e 4 "X" Painted on Curb 19' Rt.
Sta.9+00 EIev 1918.53
T. B.M. #5"X " Painted on Curb 19' Rt.
Sta. 6+00 Elev. 1917.93
T.B:M.#6"X" Painted on Curb 18.7' Rt.
Sta.3+00 E Iev 1917.08
T. B.M.#7F/I20' Lt.
to. 0+27 Elev. 1921.21
12th Street
T.B.M.408 F/H 24'Rt.
Sta.1992+91 E Iev.1920.00
T.D&M.#9"X" Pointed on Curb 15.5' Lt.
Ita.1996+00 Elev. 1917.62
T.B.M.#10"X" Painted on Curb 15.5' Lt.
Sta.1999+00 Elea 1917.41
T.BM# 11 F/H 24' Rt.
Sta.2000+ 73E1ev.1920.53
T.B.M. I2"X"Sta.2003�gn+.1917.41
T.B.M#I3 X Marked on Slab 17 Lt.
Sta. 2003+87 Elev 191776
T. B M.4'14"X"Painted an Curb 15.5' Lt.
Sta.2006+00 Elev. 1917+93
T.B1M.# 6 ' Mill In Pole 24' Rt
Sta.2007+16 Elev. 1918.66
T. B.M #16 "X" Painted on Curb 15.5' U.
Sta.2009+00 Elev 1918.80
T B.M.#17"X" Painted on cyrb15.5' Lt.
Sta. 2012+00 Elev. 1919.77
ONEERONG DEP RT'
PLANS FOR CONSTRUCTION OF
PROJ. M330 <22)
STORM DRAINAGE and ROADWAY IMPROVEMENTS
12th STREET and HEWITT AVENUE
Sta.1993+72 Begin
12th St. Paving
rash St
End Hewitt Ave.
Storm Drain
14th St.
13th St
Sta.0+00 Begin Hewitt Ave.
Storm Drain
a
12th St
A
c
W a
F••• c
N_
O.4
Ny
d-
y N
Sta. 2012+91 End 12th St.
. Storm Drain
INDEX TO SHEETS
to
�TCAL IDNEGTp�p����ION
Ip- gVINO 6RADE�Spnd Profiles
13-I8 STORM DRAIN PLANS and d PROFILES-�2EyVIgtTAVE.
n
NOTE:
I. ALL R.C.P. STORM DRAIN TO BE CLASS I�