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GRAPHIC SCALE
PROPOSED SANITARY SEWER
TO BE CONNECTED TO
EXISTING 8"0 STUB.
Av', '-",SMH #11, 48,10
RIM= 297.5, W/SOLID LID
28, 8. 14 B" % %c IN (SE)
11E 288.14 CO IN (SW)
iE= ?a8.03 8"%%c OUT (N)
IN FEET
1 inch = 20 ft.
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STA: 1+48.28, 47.94' LT
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GRAPHIC SCALE
PROPOSED SANITARY SEWER
TO BE CONNECTED TO
EXISTING 8"0 STUB.
Av', '-",SMH #11, 48,10
RIM= 297.5, W/SOLID LID
28, 8. 14 B" % %c IN (SE)
11E 288.14 CO IN (SW)
iE= ?a8.03 8"%%c OUT (N)
IN FEET
1 inch = 20 ft.
ry
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V)
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STA: 1+48.28, 47.94' LT
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FF= 3000..0 0
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HOUSE
GRAPHIC SCALE
PROPOSED SANITARY SEWER
TO BE CONNECTED TO
EXISTING 8"0 STUB.
Av', '-",SMH #11, 48,10
RIM= 297.5, W/SOLID LID
28, 8. 14 B" % %c IN (SE)
11E 288.14 CO IN (SW)
iE= ?a8.03 8"%%c OUT (N)
IN FEET
1 inch = 20 ft.
Co
V)
7-
STA: 1+48.28, 47.94' LT
I.E. 293.70
Di
1a
v!
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w
GARAGE
P
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J>
FF= 3000..0 0
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N11,
STATIONING OF THE SANITARY SEWER CLEANOUTS
FF= 303.5
WJ
i� F=
AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN
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PROP 4 11
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OT
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SDR35
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9
I
-TRENtl-t I
OPPOSITE
LF 6"0 @ 35.0%.�
SSMH
_YPE 1 48"0
C#1 TY)E
13
1
SSCO#11, 8"0
STA: 1+�7.K
Q0
STA: 2+14.63,
3.32' RT
STA: 0+8181,
7.00' RT
0.00 RT
Z77,
�z
1.3 RIM= -ilt
E= 208.5
z07
M.131E= 18"0
w&, W/SOLID L
- 8"0 IN (S)
OUT (NW)
RIM=
--194
*q*.
ER-
0 uu
444,0 PERF OU
F (S)
v
-ilE=
RIM=
IE= 289.60 6"0
289.60 8"0
IN (S)
OUT
OUT (N)
PROP. SS SERA CE
LINES
FOR LOTS 1, 2,
& 4.
Ln
Co
C> 00
C) Ln
NO .
U-) r__
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GRAPHIC SCALE
PROPOSED SANITARY SEWER
TO BE CONNECTED TO
EXISTING 8"0 STUB.
Av', '-",SMH #11, 48,10
RIM= 297.5, W/SOLID LID
28, 8. 14 B" % %c IN (SE)
11E 288.14 CO IN (SW)
iE= ?a8.03 8"%%c OUT (N)
IN FEET
1 inch = 20 ft.
27 LF 6"0 PVC 0 2.0%
9526400060
a '� TEE INTERSECTION
STA: 1+00.00, 0.00' RT
I.E. = 289.31
TEE INTERSECTION
STA: 1+15.30, 0.00' RT
I.E. = 289.46
14 LF 6"0 PVC 0 20.0%
STA: 1+15.30, 9.00' RT
I.E. = 292.34
STA: 1+27.41, 0.00' RT
I.E. = 289.58
ssCO#l, 8-0
STA: 1+29.41, 0.00' RT
RIM= 298.66 Tife-0
IE= 289.60
9 LF 6nO PVC 0 35.0%.
980
STA: 1+38.77, 0.00' RT
I.E. = 292.75
GARAGE
FF= '301.0
arced C
Lo 4
HOUSE
FF= 303.5
ry
GARAGE
FF= 299.5
CONTRACTOR TO VERIFY LOCATION
AND DEPTH OF EXISTING STUB BY
POTHOLING PRIOR TO CONSTRUCTION
4
9526400040
5
Parcel A
4- DAR
12' CHERRY CE
ss
10T J
HOUSE
FF= 302.5
LOT
g882200080 SITE PLAN
SCALE: 1 20'
001-
NAM
0
Z_
J 0
1, � 0 6
STA: 1+00.00, 27.00' LT
I.E. = 289.85
41 LF 6"0 PVC 0 2.0%
J
SSCO#2, 6"0
STA: 1+27.41, 41.00' LT
RIM= 299.04k
- 22 LF VO PVC @ 15.0%
304
296
V . 8"
E_ -
3 ,
..s r0 DI
Fvc-l'. C
80 PVC, @ 040%
'UH, A 1 E 9 8 8.
P I'= - 25 PER
L i
288
LA") 1, �'bmri -11-d
l-'T
, - , -1- 7 'u- � 5 8, 23 � 9 4' R
A. 0 T
lkii= 297.5, kivi/SOUD Ll D
14 8"0 IN (SE)
!E= `�88.1
F= 98814- 6 0 !N
3`0 OUT (N)
280
F_
0-)
Co
7-
STA: 1+48.28, 47.94' LT
I.E. 293.70
Di
01)
GARAGE
P
STA = 1+48.5)
J>
FF= 3000..0 0
C-D
L ou��
J, C
0
PVI
ELEV = 294.61)
1 A.D. = 10.85
LLJ im 9=
1,4- CN
w
Ld
Lo
Of
<
w CD
><I
LLJ
L07_ 2
HOUSE
R�
N11,
STATIONING OF THE SANITARY SEWER CLEANOUTS
FF= 303.5
WJ
i� F=
AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN
O
r.") w
oq m
2.77
od C:) Q
Cn
+- C�
c)
C:)
1_: Lo
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M LLJ
V) LLI
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C'� u- LL-
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CD
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Lo to
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LAJ
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m
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CNI
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10- w
P
27 LF 6"0 PVC 0 2.0%
9526400060
a '� TEE INTERSECTION
STA: 1+00.00, 0.00' RT
I.E. = 289.31
TEE INTERSECTION
STA: 1+15.30, 0.00' RT
I.E. = 289.46
14 LF 6"0 PVC 0 20.0%
STA: 1+15.30, 9.00' RT
I.E. = 292.34
STA: 1+27.41, 0.00' RT
I.E. = 289.58
ssCO#l, 8-0
STA: 1+29.41, 0.00' RT
RIM= 298.66 Tife-0
IE= 289.60
9 LF 6nO PVC 0 35.0%.
980
STA: 1+38.77, 0.00' RT
I.E. = 292.75
GARAGE
FF= '301.0
arced C
Lo 4
HOUSE
FF= 303.5
ry
GARAGE
FF= 299.5
CONTRACTOR TO VERIFY LOCATION
AND DEPTH OF EXISTING STUB BY
POTHOLING PRIOR TO CONSTRUCTION
4
9526400040
5
Parcel A
4- DAR
12' CHERRY CE
ss
10T J
HOUSE
FF= 302.5
LOT
g882200080 SITE PLAN
SCALE: 1 20'
001-
NAM
0
Z_
J 0
1, � 0 6
STA: 1+00.00, 27.00' LT
I.E. = 289.85
41 LF 6"0 PVC 0 2.0%
J
SSCO#2, 6"0
STA: 1+27.41, 41.00' LT
RIM= 299.04k
- 22 LF VO PVC @ 15.0%
304
296
V . 8"
E_ -
3 ,
..s r0 DI
Fvc-l'. C
80 PVC, @ 040%
'UH, A 1 E 9 8 8.
P I'= - 25 PER
L i
288
LA") 1, �'bmri -11-d
l-'T
, - , -1- 7 'u- � 5 8, 23 � 9 4' R
A. 0 T
lkii= 297.5, kivi/SOUD Ll D
14 8"0 IN (SE)
!E= `�88.1
F= 98814- 6 0 !N
3`0 OUT (N)
280
F_
0-)
688) `4` 0 0 -7 0 1 804-41 001
Zu
8044110009-0
SCALE: HORIZONTAL 1"= 20'
VERTICAL 1 4
Co
7-
STA: 1+48.28, 47.94' LT
I.E. 293.70
Di
01)
GARAGE
P
STA = 1+48.5)
J>
FF= 3000..0 0
C-D
L ou��
J, C
ft� Lu
L) U
-1 :2-1 :z
C:)
PVI
ELEV = 294.61)
1 A.D. = 10.85
LLJ im 9=
1,4- CN
w
Ld
Lo
Of
<
w CD
NOTE:
L07_ 2
HOUSE
R�
N11,
STATIONING OF THE SANITARY SEWER CLEANOUTS
FF= 303.5
WJ
i� F=
AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN
FROM THE NEAREST, DOWNSTREAM MANHOLE.
688) `4` 0 0 -7 0 1 804-41 001
Zu
8044110009-0
SCALE: HORIZONTAL 1"= 20'
VERTICAL 1 4
0+40 0+80 1+20
R E C E S -S ED
uF-, POCKET
12 Y4' -
3/4
If
2 Y,`
14"
CA S T IRON IRINQ
1+60
Y-o"
2+00
2+40
304
EXST. GRADE @ CL OF
PROPOSED ASSESS DRIVE
)E @ CL OF
ASSESS DRIVE
296
4P./ ii
SID) ES OF C13#1
300"D, IINFILTRATION
TWO 24LF TRENCHES ON
SIDES OF CB#1
288
EXISTING GRADE ELEV.
CIE OF ASSESS DRIVE
PROPOSED FINISHED GRADE
ELEV. @ CL OF ASSESS DRIVE
T-H
TACOMA, WA 98405
bschweNOmsacom
Cl TY OF RENTON
Co
Low
LOW
OINT ELEV = 2q5.00
POINT STA = 1+47.29
CD
Cq >-
r�, < " >
00 <
Di
C4W MW
P
STA = 1+48.5)
>- CN >-
C-D
uj LLJ
__j i __j
U.J _<'JA
ft� Lu
L) U
-1 :2-1 :z
C:)
PVI
ELEV = 294.61)
1 A.D. = 10.85
LLJ im 9=
1,4- CN
w
Ld
Lo
Of
<
w CD
-K=
-------
WJ
i� F=
wi
r.") w
oq m
2.77
od C:) Q
Cn
+- C�
c)
C:)
1_: Lo
-) V
M LLJ
V) LLI
LLJ >-
30' VC -
C'� u- LL-
C) C�) C)
+ +
C,4 m
C14
-14
+
j- C�,
C) C)
+
L0
C14
C14 LLJ L'i
V) 11
LLJ
C> -<
-< cr-
"i P,-)
Lo to
LE "I
LAJ
jg� __j
__j
V) U- (f) m(f)
m m
m
C" +
CNI
Cf) V)
10- w
P
L . u En
S�
m m
cli 6i
sa �a
w uj
2.54%
n_
10
FINISH GRA
I I
0
PROP SED
L
----
P
!;o
PROP 4 11
T
R SEk
P. WAIE "Vl'
LI N!
OT
ES, LOTS 2, 3r
r
1
ASBUILTS
_,____.__48LF,
01
ON B01 I'll
36"
- I-01
7777777777�
p�fe
-----------
osso
_LF_fl
SDR35
D30-54
--------
9
I
-TRENtl-t I
OPPOSITE
LF 6"0 @ 35.0%.�
SSMH
_YPE 1 48"0
C#1 TY)E
13
1
SSCO#11, 8"0
STA: 1+�7.K
STA: 2+14.63,
3.32' RT
STA: 0+8181,
7.00' RT
0.00 RT
Z77,
�z
1.3 RIM= -ilt
E= 208.5
z07
M.131E= 18"0
w&, W/SOLID L
- 8"0 IN (S)
OUT (NW)
RIM=
--194
*q*.
ER-
0 uu
444,0 PERF OU
F (S)
v
-ilE=
RIM=
IE= 289.60 6"0
289.60 8"0
IN (S)
OUT
OUT (N)
PROP. SS SERA CE
LINES
FOR LOTS 1, 2,
& 4.
Ln
C> 00
C) Ln
NO .
U-) r__
`d_ d(lo
00
Fo mo
"4:
C 4
CN
CN
Ln
00
N
Ln
0-)
0-A
L6 tl-
'i zl-
6
4
OD
(n CN
M
M <:7)
CN
0')
(m
C14
Cq
C14
0+40 0+80 1+20
R E C E S -S ED
uF-, POCKET
12 Y4' -
3/4
If
2 Y,`
14"
CA S T IRON IRINQ
1+60
Y-o"
2+00
2+40
304
EXST. GRADE @ CL OF
PROPOSED ASSESS DRIVE
)E @ CL OF
ASSESS DRIVE
296
4P./ ii
SID) ES OF C13#1
300"D, IINFILTRATION
TWO 24LF TRENCHES ON
SIDES OF CB#1
288
EXISTING GRADE ELEV.
CIE OF ASSESS DRIVE
PROPOSED FINISHED GRADE
ELEV. @ CL OF ASSESS DRIVE
T-H
TACOMA, WA 98405
bschweNOmsacom
Cl TY OF RENTON