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111.26
111.14
SW114-S10-T2J-R5E
c 5+56 60 NE 4TH! PLACE a
25
0T11 OF VO4TON
2 15(1)
13
--
CONIVIOL PONT
18
411.36
4 20(1)
Na am
411.17
5 0
23
FWD YON N CAE
6 10
80
_114.2
/
15
3
8 54
5
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f picE
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60
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= * Y e r�@G SAN
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j
lw.tj LOW
16 0 (4)
6
41
4.3�4
5OU7H LAVE
OAF SJTE
3
0 0
in �p
'V Q
_ Q �
�� �► 8 t 0 40 80 Z Qrr nF RENTON
CONTROL POINT
NO. 1848
FNO "SON IN CAE
SCALE IN FEET t
� t 2 28 OO
�v Lr v. vT U% Yt
_Mff 3- 48 I I r'C C 4_L4 3.3
TOP= 414.73
-
a .
4 !E= 11.P=��4 ) s o P� HOUSE
lE= 41 r- �- - - -- B r pA=nfl
s SS a15.t 5.0 •
1 41 3.5
-416 415.2 5 7
MIN. MIN. FG MIN. FG
g 416, 2 \ 41 /E'°: 4 1:�4� 4 ; - c n 416.5 _
j i 1413.1 .J� L4 B. LOT 15
1 .,3 RT 41.3 - =� I 413.7 _ 414.
STA 2 9 100.73 RT ao t
MH 4 48 E C ` I • �� 8 .. �
Nv) 414.2 TOP- 41 244114.1 SEWER 02. TYP.- 415.
1 -
!E- 411, 6-,- • ..... ......... r.- •- • /
, _ ^gar v•- p - \ /
• 6 .
� I
4 ` -- AT 0.4 X� , P0 R "liF
HOUSE M I / TE PO Y CAP 1
qi n
BLDG A 4 A I BLDG G °
BLDG 14.7 Q 1
R nr
3 _T_ I 40.00 30.00 20.00 10.00 70.00 20.00 30.00 40.00 � 3 I 5 zo.00 io:oo �o.o0 20.00 5
�. 415-00- - i I � � _ _ ---� - �- - - � _ _ 415-00-.-- -+ + � -415 no_ _ _nom
40 i 00 00 00
410- On 4in_oo ._ Qo 410-00--
ORIGINAL
2 i EXISTING GRADE, TYP: I 2 4 4
�,. 4.15..00..____.1 - � 415.Q� -�. � � 415_IlQ-
50 50 50 50
41aW 410-00
:1 SLOPE AOR
� � RTHWORK C'4LCUL4T10N
2 PURPOSES � 2 4 4
15.00 - -+ --� � _ 415..Q4 IS.aD -,�
00 I � � 00 00 00
� � -4- t �U''l� 2+00 � e'i'A 4 +00
1-
1 1 I 3
415._Q0_ - - --
50 50 50
#"A 1+60
I '
__4M-00 - _410.00- - 10.0Q
50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 30.00 20.00
i
r
CALL 48 HOURS
BEFORE YOU DIG
1 -800 -- 424 --555
w
Haoaous Engineering, P.S.
13428 - 45th Court Mukiltso, WA 98275
425.744.0305 fax 425.745.5872 phone
Jr mbertChaozous.00m
7 23 02
10.00 10-00 20.00 30.00
9 0 - -
10 -23 -5
FG PROPOSED FINISHED
41 X.X GRADE ELEVATION
AT CENTER OF LOT
SANITARY SIDE SEWER LOCATIONS
LOT MAIN STA LENGTH IE
1 73 (1)
25
0T11 OF VO4TON
2 15(1)
13
411.05
CONIVIOL PONT
18
411.36
4 20(1)
Na am
411.17
5 0
23
FWD YON N CAE
6 10
80
413.25
12 -28-00
15
3
8 54
5
411.93
o
$
411.59
10 104
60
412.00
11 88
61
Sin
12 66
58
4 11.80
a
5
SUMP AM OF
14 35 (2)
23
-� AlF 971,1 COW?r
15 30
10
410.75
15A 54(j)
g2
3
16 0 (4)
6
410.66
17 0
O
412.06
Zt
O
�
19 46
69
o
(1) MEASURED FROM CENTER
OF
EXISTING MANHOLE
z
OF
EXISTING CLEANOUT
7=
ml
(3) SERVICE TO LOT 15A IS CONSTRUCTED NOW FOR
5OU7H LAVE
OAF SJTE
3
0 0
in �p
'V Q
_ Q �
�� �► 8 t 0 40 80 Z Qrr nF RENTON
CONTROL POINT
NO. 1848
FNO "SON IN CAE
SCALE IN FEET t
� t 2 28 OO
�v Lr v. vT U% Yt
_Mff 3- 48 I I r'C C 4_L4 3.3
TOP= 414.73
-
a .
4 !E= 11.P=��4 ) s o P� HOUSE
lE= 41 r- �- - - -- B r pA=nfl
s SS a15.t 5.0 •
1 41 3.5
-416 415.2 5 7
MIN. MIN. FG MIN. FG
g 416, 2 \ 41 /E'°: 4 1:�4� 4 ; - c n 416.5 _
j i 1413.1 .J� L4 B. LOT 15
1 .,3 RT 41.3 - =� I 413.7 _ 414.
STA 2 9 100.73 RT ao t
MH 4 48 E C ` I • �� 8 .. �
Nv) 414.2 TOP- 41 244114.1 SEWER 02. TYP.- 415.
1 -
!E- 411, 6-,- • ..... ......... r.- •- • /
, _ ^gar v•- p - \ /
• 6 .
� I
4 ` -- AT 0.4 X� , P0 R "liF
HOUSE M I / TE PO Y CAP 1
qi n
BLDG A 4 A I BLDG G °
BLDG 14.7 Q 1
R nr
3 _T_ I 40.00 30.00 20.00 10.00 70.00 20.00 30.00 40.00 � 3 I 5 zo.00 io:oo �o.o0 20.00 5
�. 415-00- - i I � � _ _ ---� - �- - - � _ _ 415-00-.-- -+ + � -415 no_ _ _nom
40 i 00 00 00
410- On 4in_oo ._ Qo 410-00--
ORIGINAL
2 i EXISTING GRADE, TYP: I 2 4 4
�,. 4.15..00..____.1 - � 415.Q� -�. � � 415_IlQ-
50 50 50 50
41aW 410-00
:1 SLOPE AOR
� � RTHWORK C'4LCUL4T10N
2 PURPOSES � 2 4 4
15.00 - -+ --� � _ 415..Q4 IS.aD -,�
00 I � � 00 00 00
� � -4- t �U''l� 2+00 � e'i'A 4 +00
1-
1 1 I 3
415._Q0_ - - --
50 50 50
#"A 1+60
I '
__4M-00 - _410.00- - 10.0Q
50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 30.00 20.00
i
r
CALL 48 HOURS
BEFORE YOU DIG
1 -800 -- 424 --555
w
Haoaous Engineering, P.S.
13428 - 45th Court Mukiltso, WA 98275
425.744.0305 fax 425.745.5872 phone
Jr mbertChaozous.00m
7 23 02
10.00 10-00 20.00 30.00
9 0 - -
10 -23 -5
FG PROPOSED FINISHED
41 X.X GRADE ELEVATION
AT CENTER OF LOT
SANITARY SIDE SEWER LOCATIONS
LOT MAIN STA LENGTH IE
1 73 (1)
25
411.52
2 15(1)
13
411.05
3 68(l)
18
411.36
4 20(1)
18
411.17
5 0
23
41 1.99
6 10
80
413.25
7 59
15
412.15
8 54
5
411.93
9 6
28
411.59
10 104
60
412.00
11 88
61
411.95
12 66
58
4 11.80
13 40 (2)
5
410.25
14 35 (2)
23
410.59
15 30
10
410.75
15A 54(j)
73
411.38
16 0 (4)
6
410.66
17 0
39
412.06
18 0
38
412.04
19 46
22
411.63
(1) MEASURED FROM CENTER
OF
EXISTING MANHOLE
(2) MEASURED FROM CENTER
OF
EXISTING CLEANOUT
ON WEST PROPERTY LINE.
(3) SERVICE TO LOT 15A IS CONSTRUCTED NOW FOR
FUTURE USE.
(4) MEASURED FROM CENTER
OF
CLEANOUT 1.
NOTES:
1. TOPOGRAPHIC INFORMATION
INCLUDING BENCHMARK AND
LEGEND ARE FROM SURVEY NO.
00 -097, DATED JANUARY,
2001 BY TRI- COUNTY LAND SURVEYING
COMPANY.
2. SEE SHEET 6 FOR SANITARY
SEWER PROFILES AND
SHEET 10 FOR SANITARY SEWER NOTES & DETAILS.
3. FILL AND COMPACT THE ROAD
PRISM TO FINISH GRADE
PRIOR TO EXCAVATION OF THE
INSTALLATION
OF THE
SANITARY SEWER.
4. ALL TRENCH RESTORATION
SHALL BE PER THE CURRENT
CITY OF RENTON TRENCH RESTORATION
AND STREET
OVERLAY DETAIL.
5. CONTRACTOR SHALL FIELD
VERIFY INVERT ELEVATIONS
PRIOR TO CONNECTION.
6. SIDE SEWERS SHALL BE 6
INCH DIAMETER MINIMUM
WITH 2X MINIMUM SLOPE UNLESS
OTHERWISE INDICATED.
Approved by Date
Approved by Date
Approved by Date
scaNn,Ep Nov -
7 2003
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