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PROJECT NO.
21-0713-LHM
DWG FILE
PE.201
DESIGNED BY
BT
DRAWN BY
JTA
CHECKED BY
BT
ISSUE DATE
03/30/22
HORIZ. SCALE
AS SHOWN
VERT. SCALE
AS SHOWN
HIM
SHEET 4 OF 4
8-INCH SEWER
- THRU COMMON LOT PROFILE
2760
2760
IXISTING GROUND AT
PIPE CENTERLINE
FINISHED GRADE AT
III
11
PIPE CENTERLINE
I I
I I
� 1
I 1
2755
1
2755
II
a
11 i
CONSTRUCT CROSSING
PER ISPWC DWG. SD-407
I
I
i
1 i
(POTABLE AND NON
-POTABLE WATER LINE
I
II
I
II
II
11 I
1 I
(NPWL) SEPARATION)
-- '--
__ ___
I
I
I
I
I
I EXIST. 8"
II
II
SEWER PER
1 I
1 I
__________
STA = 13+98.15, 0.0' L�
z
I
I
I LAVENDER
I
HEIGHTS
8" WL INV = 2750.33
o
I
I SUBD. N0.
1 Ili
I
I
I
I
I
Cl!
16.00 LF 8" PVC
@ 0.44%
2750
II
p
2750
I I
II
I I
I I
Ili
1.08 LF 8" PVC @ 0.41%
I I
I I-----------------
---------�__ 7
3.3 LF8"PV . 2%
I 88.74 LF 8" PVC
@ 0.42%
SSMH S
--------------�
��-------------
SSMH1
SSMH2
STA=14+11.15(N)
> > STA = 13+16.07
STA = 13+36.07
STA = 10+00.00 (E/W)
EXIST. SSCO 3
RIM = 2755.39
RIM = 2755.31
RIM = 2755.00
EXIST. SSMH 19
STA = 12+40.74
8" INV IN = 2748.56 (SW)
8" INV IN = 2748.73 (S)
8" INV IN = 2749.12 (E)
STA = 11 +50.00
RIM = 2756.73 N
� � 8" INV OUT = 2748.46 (N)
8" INV OUT = 2748.63 (NE)
8" INV IN = 2749.12 (W)
RIM = 2757.25
8" INV IN = 2748.15 (S)
II > ¢
8" INV OUT = 2749.02 N
( )
27a5
8" INV IN = 2747.78 (S)
II
8" INV OUT = 2748.15 (N)-Q
z � II Q z �
_ � � � z z
27a5
8" INV OUT = 2747.68 (NE)
INSTALL 40
LF OF 12• x 3/8• STEEL PIPE SLE
VE /CASING
PER CITY OF
MERIDIAN SUPPLEMENTAL DWG. SW1
AND SW2
11+00 12+00 13+00 14+00 14+50
8-INCH SEWER - E. DECLARATION ST. PROFILE (WEST)
2780 2780
FINISHED
GRADE AT
PIPE CENTERLINE
2755
2755
EXISTING
GROUND AT
PIPE
CENTERLINE
31.57 LF 8" PVC @ 0.60%
z7so
(
z7so
87.23 LF
"PVC @ 0.40%
SSMH 7
STA = 11+26.80
SSMH 6
RIM = 2755.49
STA = 10+91.23
SSMH S
8" INV OUT = 2749.76
(SE) RIM = 2755.37
STA = 10+00.00 (E/W)
4" INV IN = 2750.10 (NW)
8" INV IN = 2749.57 (NW)
STA = 14+11.15 (N)
8" INV OUT = 2749.47
(E) RIM = 2755.00
8" INV IN = 2749.12 (E)
8" INV IN = 2749.12 (W)
8" INV OUT = 2749.02 (N)
2745
2745
11+50 11+00 10+00 9+50
8-INCH SEWER - E. DECLARATION ST. PROFILE (EAST)
2780 2760
FINISHED GRADE AT
PIPE CENTERLINE
2755
2755
EXISTING
GROUND AT
PIPE
CENTERLINE
12•SD -
-----------------
'-------
53.69LF8"PVC@0.61%
2750
56.00 LF 8" PVC @ 0.40%
SSMH 5
2750
SSMH 4
STA = 14+17.69
STA = 13+60.00
RIM = 2755.97
SSMH 3
STA = 10+00.00 (E/W)
STA = 14+11.15 (N)
RIM = 2755.88
8" INV IN = 2750.65 (N)
8" INV OUT = 2750.55 (W)
8" INV OUT = 2750.98 (S)
RIM = 2755.00
8" INV IN = 2749.12 (E)
8" INV IN = 2749.12 (W)
8" INV OUT = 2749.02 (N)
2745
2745
9+50 10+00 11+00 12+00 13+00 14+00 14+50
D:\Civil Innovations Pmjects\2021�21 -0713-LHM LAVENDER HEIGHTS MULTIFAMILY\200 -Construction Drawings\204 -Preliminary PIat�21-0713-LHM-PREPLAT-ENG-SEWER.dwg