HomeMy WebLinkAboutD-234401rB 3
0
REMOVE EX. 18. PIPE
AND SDMH.
PLUG PIPE ENDS.
RE >TORE ASPHALT /
CB 3A /
CON STRUCT ASPHALT CURB
RnIND CORNER TU
N �B.
I! Adjacent Ground Level. 8. Contractor shall restore all landscaping. surfacing, ASPHALT RESTORATION
= i ® ` j and struct .res disturhed by construction. Use Typical Trench Patch (City Detail H032A) For All ,Areas.
\� 4. Field Adjust Type 1 CS's To Locate At Low Points,
�EJ
I
n 'Flow Lines, And To Clear Existing Utilities.
'� �� a m ( 5. Maintain Minimum 12 Inch Horizontal Separation Betw.ee.n.
ECK D FOR COMPLIANCE
12 Inch Water Maly. And Type 1 CB's. Carefully Excavate
to Water Main To Verfy Separation Where Needed. T ITY STANDARDS
v
8n _ Maintaini Minimun, i2 Ircl-1 Veriicui Sepurutian Between Date °'b
12 Inch Water Main And Stormwoter Pipe Where Possible.
.; Contractor shall identify any sap -otion lee than 12"
Date
I a for review by City. V vVJ PLAN VIEW — 1. " =20' Date
7. Minimum 6 IncF. horizontal separation between CB's ^nd E ^° Line-
~gam
70
I
_ la
� a
I I I 60
I 0]
50
I�
i1 i i
LJ
!IIII�I 40
I
NEW 18" SE IE 417
1
5 +30.46
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6 +00
Swio- a7 -, :o t
_ECEND
4g t e Mete
I
Tnitcr to �� w_I
E sting San to - r M Ill
nq Water Ma;n
-
°
New storm a Plc
L P Underaroun• Pow—
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j N SIDE N 4vlt t15 E= .E 0,
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c6 2A ASPHALT PAD
VA' GRATE /SLOPE TO GRATE
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GB 2
. 40TH ST.
a
CB 1
New Storm Pipe - 18"
— — — — — — — — — — —'— — — — — — — — —
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12 "CONC. W. =6413
12 "GONG. S — =64. 64.20
8 "GONG. 60
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s
12" CPEP N IE 64.0
PLUG 12" W AT CB
_
14
I
j NOTES:
I EXISTING SINKHOLE
EXCAVATE AND
JE
REMOVE � CTC'vS OF
PIPE.
1. All Type 2 CB's Shall Have Solid Locking Lids.
BROKEN I�' CONC
PLUG UPSTREAM
AND DOWNSTREAM ENDS
ba
7 type t CU Profiles Are Along Pipe Lines .
RESTORE ASPHALT.
I
a L
z All CB Thall Be net 0.1 Feel Below
rB 3
0
REMOVE EX. 18. PIPE
AND SDMH.
PLUG PIPE ENDS.
RE >TORE ASPHALT /
CB 3A /
CON STRUCT ASPHALT CURB
RnIND CORNER TU
N �B.
I! Adjacent Ground Level. 8. Contractor shall restore all landscaping. surfacing, ASPHALT RESTORATION
= i ® ` j and struct .res disturhed by construction. Use Typical Trench Patch (City Detail H032A) For All ,Areas.
\� 4. Field Adjust Type 1 CS's To Locate At Low Points,
�EJ
I
n 'Flow Lines, And To Clear Existing Utilities.
'� �� a m ( 5. Maintain Minimum 12 Inch Horizontal Separation Betw.ee.n.
ECK D FOR COMPLIANCE
12 Inch Water Maly. And Type 1 CB's. Carefully Excavate
to Water Main To Verfy Separation Where Needed. T ITY STANDARDS
v
8n _ Maintaini Minimun, i2 Ircl-1 Veriicui Sepurutian Between Date °'b
12 Inch Water Main And Stormwoter Pipe Where Possible.
.; Contractor shall identify any sap -otion lee than 12"
Date
I a for review by City. V vVJ PLAN VIEW — 1. " =20' Date
7. Minimum 6 IncF. horizontal separation between CB's ^nd E ^° Line-
~gam
70
I
_ la
� a
I I I 60
I 0]
50
I�
i1 i i
LJ
!IIII�I 40
I
NEW 18" SE IE 417
1
5 +30.46
I
6 +00
Swio- a7 -, :o t
_ECEND
4g t e Mete
•.
Tnitcr to �� w_I
E sting San to - r M Ill
nq Water Ma;n
Y
°
New storm a Plc
L P Underaroun• Pow—
I It'T 'Wrier 3 1 Tal Fnrr.�
Id
U er3ro0
rEXI� c f_ _E a
j N SIDE N 4vlt t15 E= .E 0,
8M 634-61B _
—N .ASP,..
SEE TIPICAL DE n- -1
( 1
739 +8835
- - - <
l 4A r`.1`r
+J'
CB d
1 -B REMOVE rX r6
B
-L, N N� AN NATAL'.. N. N -I:
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uii
of
I
CB 2 TYPE 2 48" < MvVE EX. CB
STA. 7+27, 18 R CB 413 TYPE IL
C83A TYPE 1 STA 9 +85 24' R
RIM EL 67 n REMOVE 1
o W tE 61.5 EX. STORM PIPE RIM EL IOt.O ST 4 T PE 48"
18 E IE 61.9 STA. 9 +79, 24.5 R CB 4A INLET 18 N IE 97.8 STA 10 3J 9 P
1 ^
IF 52.1 RIM NE IE 94.2 STA. '0 +'3 5 � '2 •E 989 CB 3 T'TPE 2 48" ""�
5 IE 63.84 / CB 3 RIM EL 101.2 1z s IE 99.0 STA. 9 +84 18' R 18 N 1E 96
—� 12' SW fF 97 4 RIM EL 98 -0 1 id F 96 a
/ I !B� W IE 9t9 "NC IE 9 7 .
.. E IE 93.8 ' �E 95 -�
:6
-2'SE IE 94.C4
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r - _
C —/ \\ 15 LF I �" °CPEP I /
/ 90 8 LF 12' CPEP 16 L0 2,0%PEP
12' WATER
MIN. HCPIZZ
SEPARATION
CB I TYPE 1 I
VVANED GRATE
;TA. 7 +23, 2 L
RIM EL 66.5
S IE 625
I
II� '
60
I
20 L CPEP L 8 LF !2" CPEP
s^ 2.0% @ 2.0%
7 +00
I
8 +00
/ I
NOTIF r. WA IF' 1, -11 lrr
BEFORE ";!JT`FNG PIPES
!'IJT PIPES AND PL'T'E END',
j - GO NOT DIS TUBS OP EXI -A /ATE
AROUND THPUST BLOC1-
O
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Z
PAD J S ?�
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9 +00 10 +00 11+
1 CnPIPL =,_ I
0 LF 18 --PEP
61 CE 18" `__
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cry 11 8U %
N. 40th STJMEADOW
d t3� D 2 26 99 i STORM SYSTEM PROJECT