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VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
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0*00 —+ i ay %'MHN5
y.0 e °N � m nSTAO *oo -i°
d w e:
10 11 12 \- 13
HE
24 STREET 6 +69.80 - 24 ,lh 7 "67.84-24 th
TM E ! 0 +00 Camas P
a �
�3.�5
-
3.
I STA. / -45
'- 1i
366"
/NV EL.= z7s.a4 !
i 34 t
60' - -
/33
STA. O 36
- 36'-6"
/NV L-L. =276. 6 I
/
STA 0100f = 66.49 Al�. A
/NY. =
EL. 274. e /
I 4
W // l - f
1 \l
' i t 725
,41 STA. 2
1 F ; /,¢//I✓, EL 29 29
-- - --
4 STAG +
9 07,
X41
I 25 `
1
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- TA L D
+
t �
STA 2 O(
{4
/NV el. 28 \
{y r 65x G
C;`1v ` N
31/ 30 29
"N hM2
14 +52.47 t
�fi1E/ 3R1 ST/
�� 7-A6 / * S8 l
/NU. -L. 301' 210
24 \\�
�i
STA. OfS�
NV. EL.= 295.56 +j
I1W 22
t )�
co tl
Q t, 3/O
STA.
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STA. 0 *4/ \
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/ +96.60 _
9 ' y�
SMT i �y� o
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28e it
i �
D E
h
3
VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
HE
24 STREET 6 +69.80 - 24 ,lh 7 "67.84-24 th
TM E ! 0 +00 Camas P
a �
�3.�5
-
3.
I STA. / -45
'- 1i
366"
/NV EL.= z7s.a4 !
i 34 t
60' - -
/33
STA. O 36
- 36'-6"
/NV L-L. =276. 6 I
/
STA 0100f = 66.49 Al�. A
/NY. =
EL. 274. e /
I 4
W // l - f
1 \l
' i t 725
,41 STA. 2
1 F ; /,¢//I✓, EL 29 29
-- - --
4 STAG +
9 07,
X41
I 25 `
1
i MH4`
- TA L D
+
t �
STA 2 O(
{4
/NV el. 28 \
{y r 65x G
C;`1v ` N
31/ 30 29
"N hM2
14 +52.47 t
�fi1E/ 3R1 ST/
�� 7-A6 / * S8 l
/NU. -L. 301' 210
24 \\�
�i
STA. OfS�
NV. EL.= 295.56 +j
I1W 22
t )�
co tl
Q t, 3/O
STA.
2�
STA. 0 *4/ \
i
/ +96.60 _
9 ' y�
SMT i �y� o
ti W I w +STA 157.58 yo Pp i
28e it
i �
D E
h
3
VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
a �
�3.�5
-
3.
I STA. / -45
'- 1i
366"
/NV EL.= z7s.a4 !
i 34 t
60' - -
/33
STA. O 36
- 36'-6"
/NV L-L. =276. 6 I
/
STA 0100f = 66.49 Al�. A
/NY. =
EL. 274. e /
I 4
W // l - f
1 \l
' i t 725
,41 STA. 2
1 F ; /,¢//I✓, EL 29 29
-- - --
4 STAG +
9 07,
X41
I 25 `
1
i MH4`
- TA L D
+
t �
STA 2 O(
{4
/NV el. 28 \
{y r 65x G
C;`1v ` N
31/ 30 29
"N hM2
14 +52.47 t
�fi1E/ 3R1 ST/
�� 7-A6 / * S8 l
/NU. -L. 301' 210
24 \\�
�i
STA. OfS�
NV. EL.= 295.56 +j
I1W 22
t )�
co tl
Q t, 3/O
STA.
2�
STA. 0 *4/ \
i
/ +96.60 _
9 ' y�
SMT i �y� o
ti W I w +STA 157.58 yo Pp i
28e it
i �
D E
h
3
VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
�fi1E/ 3R1 ST/
�� 7-A6 / * S8 l
/NU. -L. 301' 210
24 \\�
�i
STA. OfS�
NV. EL.= 295.56 +j
I1W 22
t )�
co tl
Q t, 3/O
STA.
2�
STA. 0 *4/ \
i
/ +96.60 _
9 ' y�
SMT i �y� o
ti W I w +STA 157.58 yo Pp i
28e it
i �
D E
h
3
VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
VICINITY MAP
SCALE: I" =400'
r E>r0Mk,0gDED
QFui� . OVAL
RECOMMENDED
FOR ANAL
BY%
7-.30-29-J - --
.. - .;itrtn�Ehli3c"G
NPPROVAL
'-
/ /_' .
SANITARY oER A•
AS - BUILT
J y
Q
?ys 8 -21-79
�� d Py. /STE
I . All work and materials to be in accordance with the City r,
�`fs /BNAL��G
of Renton standards and The standard specifications for
Minicipal Public Works Construction, 1977 prepared by the
Washington State Chapter of American Pc -blic work. Ao _-OC--
ation (A.P.W.A.)
2. All manholes to be located S' South and /or West of street
unless otherwise noted=
�/ /
3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO
Class II (Extra Strength) unless otherwise noted oa the
drawing.
• CLIENT JOYCE DEVELU�EN
a. Side Sesers to er -p concrete, provide test tees and mask
end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA
5. All Sanitary Seaver Main Linea shall he checked by TV �1��R��� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS
Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt
6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE
City and all Otilies required before any work is to °
ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/�
W*A& � /trNZ WA �� ��s DRAWN eyACF SCALE 1%40V'
CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df.
SHT. 1 of 4 ANNEO MAR 2 6 ZW3
ROLL 180 FR , 0 IZ-
ROLL 180 FR , 0 IZ-