HomeMy WebLinkAboutzS-3869SetCLAN clEIC PUD
A rO1tTi0M Of K 1/4 W 1/4 SECTION 10 T 23 N. ItAMOE S E,
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I.E=419.26 i.E.=419.49 PERIrT • U16006174
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FBF EL 423.50 �
-- 12
3
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�.
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
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420
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430
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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
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P 7 Cl
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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)
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EXISTING G
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RIM
430.71
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IE =
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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
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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
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RIM
425.95
IE=421.76
5.00 RT
_
423.48
IE=
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IEEE:417.31 IN((rKS)
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TYPE I
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417.21 OUT(8"MI)
STA
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425.97
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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
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