HomeMy WebLinkAboutS-294502co
I
I
i
i
EXISTING
i
GRADE
O
O
d
-
(�
W
32
a
-
I
U
30
ENCH BA KFLL
''t.' ::i:'' ��{', `i''4
BLOCKING
w
a
12" Dl
I
w �l�
(f] d
26
ER (TYP)
tRADE
2' MAX
DEFLEC
ON
M
4.0"
24
SEE WATER GROSSING
WHERE POSSIBLE
i
I
(ryp)
CONNECT TO
E. 27.90
C
SHEET
O
® F 1
20
'..
BACKFILL FUR
WATER
I
GARDEN AVE. NORTH
Q0 -20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20
WATER PROFILE STA 0 +00 TO STA 1 +00
SCALE: I" = 20.0' (HORIZONTAL)
a e SCALE: I- - 2.0' (VERTICAL)
GARDEN AVE NORTH n
y
32
R 30
,I }
w z
ut
N1 z 28
i H i l
26
24
22
20
z
0
Ln
18
I
I
i
i
EXISTING
i
GRADE
PRO
&D
0.569
-
-
I
1.7USE CDF
ENCH BA KFLL
''t.' ::i:'' ��{', `i''4
BLOCKING
12" Dl
I
FOR WATE
LINE <3' CO
ER (TYP)
tRADE
2' MAX
DEFLEC
ON
M
4.0"
EX 8
LE 2
SEE WATER GROSSING
WHERE POSSIBLE
i
I
(ryp)
CONNECT TO
E. 27.90
DETAIL THIS
SHEET
I
I
BACKFILL FUR
WATER
I
MAINTAIN
SOI
2
LINE <3" C
VER (TYP)
NEW 8"
SD
4.0' MIN.
MAX
I MIN.
I
12" D.1. WA
41.E. 28.5
COVER (TYP)
D
CLEAR
(tYP)
I
I
I
EX 8"
SS
EX
I
I.E.I
2;.04
I
12" D.I. WAT
R
IEX 12" W
I.E. 26.00
I 18
MIN
I
CLEAR
CL
MIN.
I
I
I
I
I
CL
(T
I
I
EX 12'
I WATER Ll
i
E
EX 48" SO
LE.
9.56
I
I
I
I
.E . 23.25
I
II
EX 4B"" {SD
I
I
I
I
I
I EX
2" SO
E. 27. 9
I
o
1.E
0.32
I
1 op
O
Y
am
G0
O�V
I
�"aa3
�
NN3
Q0 -20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20
WATER PROFILE STA 0 +00 TO STA 1 +00
SCALE: I" = 20.0' (HORIZONTAL)
a e SCALE: I- - 2.0' (VERTICAL)
GARDEN AVE NORTH n
y
32
R 30
,I }
w z
ut
N1 z 28
i H i l
26
24
22
20
z
0
Ln
18
38
36
34
32
30
28
26
24
N 8TH ST
A
',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..'
i
I
PRO
&D
0.569
-
-
I
I
EX /STING
''t.' ::i:'' ��{', `i''4
BLOCKING
12" Dl
I
.__
'
85 LESS
5_0.01
tRADE
-
PIPE JOINT TO ACHIEVE BEND PER 26 M'16u
M
4.0"
EX 8
LE 2
SS
.82
WHERE POSSIBLE
i
I
NEW 6 55
L E 28."85
CONNECT TO
E. 27.90
£X
VER TYP
I
I
BACKFILL FUR
WATER
I
EX 48"
LE 23
SOI
2
LINE <3" C
VER (TYP)
2
MAX
72" SO
21.40
I
I
D
ELECTION
Yp)
I
I
38
36
34
32
30
28
26
24
N 8TH ST
A
10 +80 11 +00 11 +20 11 +40 11+6D 11+80 12 +00
2 WATER PROFILE STA 11 +00 TO STA 11 +66.70
C4.1 SCALE: i" = 20.0' (HORIZONTAL)
SCALE:. I" = 2.0' (VERTICAL)
ASPHALT
tee jf' 45' BEND (MJ.MJ) (TYP)
',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..'
i
I
I
-
-
CONCRETE
EX /STING
''t.' ::i:'' ��{', `i''4
BLOCKING
12" Dl
h
�-
-- •rte.
.__
4 MAINTAIN 18" CLEAR
CftlictL) 12" CLEAR FOR OTH UTILI
r } '
tRADE
-
PIPE JOINT TO ACHIEVE BEND PER 26 M'16u
M
4.0"
1NTAIIV
MIN.
I
WHERE POSSIBLE
I
USE CDF TRENCH
C
VER TYP
BACKFILL FUR
WATER
LINE <3" C
VER (TYP)
2
MAX
D
ELECTION
Yp)
I
I
EX
I
I
I
I 18
MIN
CONNEC
TO
I
CL
(T
AR
)
EX 12'
I WATER Ll
i
E
I
I
LE.
9.56
I
I
II
EX 4B"" {SD
I
E. 27. 9
I
O
�
Y
NU�
�
NN3
10 +80 11 +00 11 +20 11 +40 11+6D 11+80 12 +00
2 WATER PROFILE STA 11 +00 TO STA 11 +66.70
C4.1 SCALE: i" = 20.0' (HORIZONTAL)
SCALE:. I" = 2.0' (VERTICAL)
ASPHALT
tee jf' 45' BEND (MJ.MJ) (TYP)
',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..'
CONCRETE
BLOCKING
CONCRETE
•a .
''t.' ::i:'' ��{', `i''4
BLOCKING
12" Dl
h
�-
-- •rte.
.__
4 MAINTAIN 18" CLEAR
CftlictL) 12" CLEAR FOR OTH UTILI
r } '
NOTE: \jonfqu. BtOC1L
USE 2' MAX DEFLECTION AT
PIPE JOINT TO ACHIEVE BEND PER 26 M'16u
FOR WATER PIPE WITHOUT sip'Romb oewlu
VERTICAL BENDS AND FITTINGS
WHERE POSSIBLE
USE CDF TRENCH
BACKFILL FOR WATER \I
LINE <3' COVER (TYP)
0
o L
a s SIDE SEWER PROFILE 4 WATER CROSSING DETAIL
C4.1 NTS
O e SCALE: 1" _. 20.0' (HORIZONTAL) W //Q �,A.7 rir.
N ' z SCALE: 1" - 2.0' (VERTICAL) WgIp,V� sgvi
I I
LL
ly 1 a
� ! �I I
e
4- 34' Roos C1c ,y °�
USE SHACKLE ROD
RESTRAINTS IN ADDITION TO
CONCRETE BLOCKING TYP
• fS iOCW ('t`(Ii Cpl.)
1
NO
- -.� CONTRACTOR SHALL POTHO�Alll STING UTILITIES
WITHIN THE RIGHT -11 WAY Y THE ACTU AL
( HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES
C\ BEFORE THE INSTALLATION OF THE NEW WATER LINE
CROSSINGS. IF THE CONFLICTS ARE NOT ACCURATELY
SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT
THE DEVELOPER'S ENGINEERS IMMEDIATELY AND PROVIDE
THEM WITH THE FIELD VERIFIED INFORMATION.
5- ?94502 s ,.o y
!RECOMMENDED FQ.R APPROVAL
BY: Date: / y� fu ° S OG✓
B : e.✓ �� ;Date: a� 30, uQ
32152
$Y: ;Date:
� /oxAL aN
BY: Date: 7
EXPIRES: 02/0610V
C4.2
B0110189 U010227