HomeMy WebLinkAboutR-386907CLAN clEIC PUD
A rO1tTi0M Of K 1/4 W 1/4 SECTION 10 T 23 N. ItAMOE S E,
TTE �i�AM� I(MIQ COIN�TY, �AlI�NTOM
� :AMTAAY SLAM & �AO�'LE
Mi=42e.00 W=42&00 LUA • a 067
I.E=419.26 i.E.=419.49 PERIrT • U16006174
EX SSIAH
'38520-0050 ' 1
FBF EL 423.50 �
-- 12
3
2" S) I FF EL423.50 i
_ - - - i FF EL423.50 I
�.
GRAPHIC SCALE
30 0 15 30 s0
RIM = 423.49'
~ EXISTING SAWARY SEAR STUB TO ( IN FM )
IE = 417.01 (8" OUT)
FE)" IN SERVU UNTL NEW I.E.in=417.11 = �' i inch = 30 i
RECNAMNEL MAWLE PER CITY w SEAR MAIN IS ON -LNC.
OF IEITON STAWARDS.
2OLFN8' PbC(SOR35) • 0.50% �!
I _ AI DAM N.E.
-V�
RMrI=428.00
I.E.=419.73
\ 424--- _,
FF EL423.80
COO
Jt�428.00
_FIN�
me,
_oi
420
-FXIgTINC; I;RAnF 0
'LT
g
430
STA. 1+29
1-8" CAP
1-2" BLOY
PER STD F
AND THRU'
425
OUTFALL
TO POND
CB#3 TYPE
STA.=1+01.10, 13.25' L1
RIM=422.57
I.E.=419.30 OUT(12" N,E
CB#2 TYPE
STA.=1+01.10, 13.25' R-
RIM=422.57
I.E.=417.77 IN/OUT (12"
410
`
P 7 Cl
�
t d-
9+00 9+60 10+20 10+80 11+40 12+00
MALL AV N.E.
STA: 9+00.00 TO STA: 12+00
1" = 30' HORZ. 1" = 5' VERT.
STA. 4+39.22 6.75'RT
PVI STA = 2+12.59
1-8"x45' BEND (MJ)
PVI ELEV - 424.05
1-8"x11-1 /4° BEND (MJ)
A. D. = 0.80
1 -THRUST BLOCK, SEE THRUST
CENTERLINE
ROAD
K - - 62.50
SEE SHEET C12 (TYP)
50.00' VC
EXISTING G
�m
3
8' GATE VALVE
(FLxMJ)
U
Of
8 LF 6
�-GRADE
CENTERLIN
ROAD
STA. 1 +86.46;
J��
LQ
o
1 --THRUST
BLOCK
•FL
.
1 -FIRE
HYDRANT ASSE
BLY
O
X
Unri
�_
1-8'; TEE (FL)
Lq
�
+
N
8
2-THR
ST BLOCK
r7�=
VES (FLxMJ) +
OY�
Q
00
U rn
Q
0
00
w ai
rnw�CNo
+z�3�
+mom
�w
it
I
0
LLJ
v
mew
-_- c~n�w---
_----
-- �-
m
m
w
II
--
it
II II
MJ)
OI
II
12" ADS-
-4- 1
- -
- -
-
I
I I _
_---
- - ---
LOT
I
_ _ - - -
971 1
APS
1
I i
(N-'2)
---
@
5.67%
I I
LOT
LOT
LOTA3
9 0.50%
I I
i. .=41 .62
I.E.=41&
L .
19.09
9LF12
SN_1)
ADS
----
_ ---
-----
--
0
_0 -_
_--0 -------
125LF 12
ADS _I
--
----
----
----------
ESSMH#3
----
47LF-EX. 12" PVC
SEWER 0 0.60%
EX S
H 4
STA.
STA.
10+07.64;13.00'[-T
= 111+59.54;111.1'
RIM =
429.63
STA.= .
, 4.WTT
RIM
430.71
_
IE=419.51
(12" IN)
IE =
18.43 (12" OUT)
7LF-8 DI
IE =
419.41 (12" OUT
N
CD
O7
}
O
co
r-
0-3
c"ict-
dN
dN
�N
0.;�
oN
ON
CD
��
d
g d
s*w
'LT
g
430
STA. 1+29
1-8" CAP
1-2" BLOY
PER STD F
AND THRU'
425
OUTFALL
TO POND
CB#3 TYPE
STA.=1+01.10, 13.25' L1
RIM=422.57
I.E.=419.30 OUT(12" N,E
CB#2 TYPE
STA.=1+01.10, 13.25' R-
RIM=422.57
I.E.=417.77 IN/OUT (12"
410
`
P 7 Cl
�
t d-
9+00 9+60 10+20 10+80 11+40 12+00
MALL AV N.E.
STA: 9+00.00 TO STA: 12+00
1" = 30' HORZ. 1" = 5' VERT.
6" PVC SIDE SEVER • 2.00% MIN.
E-425.00
FF EL 437.0 '
I
G!s -� -
STA. 5+67.56, 2.85'RT
1-8"x22-1/2' BEND (MJ)
1 -THRUST BLOCK, SEE THRUST
/-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS
/ rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP)
STA. 4+39.22 6.75'RT
PVI STA = 2+12.59
1-8"x45' BEND (MJ)
PVI ELEV - 424.05
1-8"x11-1 /4° BEND (MJ)
A. D. = 0.80
1 -THRUST BLOCK, SEE THRUST
BLOCK TABLE AND STANDARDS
K - - 62.50
SEE SHEET C12 (TYP)
50.00' VC
EXISTING G
,
STA. 3+43.31:16.51'LT= STA. 3+80.00; 5.00 RT
6" PVC SIDE SEVER • 2.00% MIN.
E-425.00
FF EL 437.0 '
I
G!s -� -
STA. 5+67.56, 2.85'RT
1-8"x22-1/2' BEND (MJ)
1 -THRUST BLOCK, SEE THRUST
/-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS
/ rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP)
1+20 1+80 2+40
3+00 3+60
CM AM A IE
STA:1 +00.00 TO STA: 5+64.07
1" = 30' HORZ. 1" = 5' VERT.
4+20 4+80
420
410
5+4C CALL LS HOURS
BEFORE YOU DIG
DIAL 811
Ct>12---- S - 73ato " d I
P�\SINTq`.
WAS#
c� A
42841
�F F� � S I
es, L EAG\
IV
D
0
1--8"x8"
+
TEE (FL)
-
1-6" GATE
VALVE (FLx
J)
EXISTING G
ADE 0
3
8' GATE VALVE
(FLxMJ)
8 LF 6
CL 52 DIP
CENTERLIN
ROAD
STA. 1 +86.46;
.00'LT
LQ
1 --THRUST
BLOCK
1 -FIRE
HYDRANT ASSE
BLY
1-8'; TEE (FL)
Lq
�
+
N
8
2-THR
ST BLOCK
3-8 GATE VA
VES (FLxMJ) +
NUi
LLJ
5:5.00 LT
m
m
w
--
MJ)
OFF ASSE
N 340.1
BLY
27-F
12" ADS-
- - -
- -
- -
-
_-
T BLOCK
Q -71 F
(N
171
12 @ 0.50
stow
0
_ _ - - -
971 1
APS
1
B�FNg" DI
(N-'2)
---
@
5.67%
- -G- -
--
(N-12
@ 1.82%
9 0.50%
11,LF
9LF12
SN_1)
ADS
125LF 12
ADS _I
2' 43%
165L
N8 D�
:. 4
FNa„ p�
gilt
16
0 2,
48"
STA.= .
, 4.WTT
8 P
RM�431.03
7LF-8 DI
IE=423.13 IN
MEW)
7.
B5TPE1
s*w
E=42100 4 00
23.
8"S
STA.=2
26.37, 13.25' R
()
• 1. �
3+5295, 16.
LT
�
�
2ULF 8 P�
RIM=42
.05
426.75
(SDR 35) • 0.
L. =
E)
419.25 N�!(8'SSMHP
•
8" SAiwIITARTY
C B 4
#
YP E I
E
419.15 OUT(8"S
STA.=4+36
78� 4.25 LT
Ci�O"
STA.=
T
CB
TYPE I
w
RMI�428.
+26.37, 13.25'
=3+21.61, 13.17
E W)
RIM=4
4.05
STA
RT
IE=421.86
8%)
_
RIM
425.95
IE=421.76
5.00 RT
_
423.48
IE=
22.65 OUT (12"E)
LADDERuf
STA.=1+41
t1111111=423.
IEEE:417.31 IN((rKS)
CB#6
TYPE I
GRADE
=3+21.61, 13.17
E=417.76
Cat)
417.21 OUT(8"MI)
STA
RT
EXIS
NG GRADE
E=417.50
T(8"N)
=E
RIM
425.97
L wW
IE=
22.52 IN/OUT (12"
W, S)
d-�
1* coM
o co
�� ��
��
rn
d
rn
N^
a� 00
��
�Lo
o�
O�
C" �^
cr
ern
rn
a�
��
v�
N�
acD
N
N
N N
M M
N N N N
N N
N N
N N
N N
N
N
^ O
N r7
N N
N N
O
N r7
N
N r
r
1+20 1+80 2+40
3+00 3+60
CM AM A IE
STA:1 +00.00 TO STA: 5+64.07
1" = 30' HORZ. 1" = 5' VERT.
4+20 4+80
420
410
5+4C CALL LS HOURS
BEFORE YOU DIG
DIAL 811
Ct>12---- S - 73ato " d I
P�\SINTq`.
WAS#
c� A
42841
�F F� � S I
es, L EAG\
IV
D
0