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Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4,
I > RIM 434.78
RIM 434.55 I I IIo eN PVC IE 419.56 W
12 ADS IE 423.39 W I I 8 PVC IE 419.54 E
12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p
r
- I R�
v Ives S
Redmond Ave g 1- 1
1 90.0' 80.0'
Northeast
\ I 6 PVC SDR \
a 35 SIDE SEWER
♦_. I ( 1 I 0 MIN. 2%
CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP)
SEWER TO EXIST MAIN 0 )k - n) STA 1 +25
STA 1 +25 MIN FE:
° o\ 6" SEWER STUB ®MIN. 2� 431 0
EX. PAVEMENT 3 6 IE: 426.0 0
PATCH PER CITY U I LO
STANDARDS j \ I-
I o
CONNECT NEW 6' SIDE MIN FF .'
SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'�
v 90.0' �- 428. C1
STA 1 +56 I II _� STA 1 +56
�} Q 6" SEWEI \ STUB ® MIN. 27.
Power box IE: 426.0
a erl meter � � 60.0
Pdwe o
I °Ile 0 V_ I olll I
13 II I
III � I
•- III .�.� I
Water
I in 3 0) I
meter I �I .-4 I
I a II
v
Water j`II IC?
meter °III I7*
4� o 0)
I IppI I � ® I I
to I
(Q I
I o
I Z
Driveway) I v II
II .
Ex CATCH BASIN I o v l l
RIM 433.55 I
6" "PVC IE 429.57 N I 1 3 a" I
12 ADS IE 429.39 W II a0 I
12" ADS IE 429.35 E I Q
I X I
I c III
g Drivew y I 0 0�►
- \
v, � I `10 Avenue +oo
o rth
� ~ I W W
NEW 8 DATER IN
a o I II P -- -
I + 1.43
Water I a� I I Power I IEXIST. HOUSE
a meter I III _ pole
rte. 3
N TJB ( I STA 2+74.5 NE 19th ST
11 1 I !
CJB STA 0 +00 (SEWER MAIN)
d � I
b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN
Water STD. MH, 48* DIA
meter RIM: 434.1 (ADJUST RIM T9,-GR
(( I
Driveway °' I I IE: 420.4 (EXIST." 8 " ,
_E & w)
IE: 420.5 (NEW 8 ", S)
CONTRACTOR TO VERIFY ELEVATIONS
Ex CATCH BASIN PRIOR TO CONSTRUCTION
� I
RIM 433.89 I I I Ex Hydrant
12 ADS IE 429.95 NW
12" ADS IE 4 29.90 E
I J_
Edge of , asphalt
Sign ;? +,
Q-
Sidewalk
W Flow line of
to
Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w
} Queen Avenue Mail
boX
Northeast I
I �r. / 4 corner of
2' re t a i n i n W a l l I 4.Township
g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of
Flow line of c Visited August 7th. 2001. Section 4.Townshi
extruded curb ° I -' - -' found ' monurr,ent.
CD Incosed. COR #1325
Visited August 7th. 2(
Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24'
amp RIM 435.33 78'18 1306.03' 653.02' 653.02'
8" PVC IE 421.19 N W
Z 8" PVC IE 421.04 W
8 PVC IE 420.99 E
p West 1/4 corner of
0i Section 4.7ownshi z n
23 N. FL 1* 5 . 3'
> br+oss disk with o►
W incosed. City of 326.93' S89' 14`4 1 t1307.72'
cc Renton Control I o
Point No.369. '
Visited August 7th, 2001. 0 326.93 0 65 .
n �
3 .02 N
si 1309.40'
327.3 �
3 654.70 '
589'09 5S E 2618.81
z
CONTROL DIA GRAM
ca
d4
SECTION 4, TOWNSHIP23 -N., RANGE 5 E., W.M.
N00'05'32 "E 639.88' /
50.0 50.0'
I �•
I , ,
I
o �
0
MIN FFE:
427.0 a,
I 06 �I
/ MIN FFE-
STA ® MH
0.0' 6" SEWER STUB
® MIN. 2%
IE: 423.5 / 0
STA ®MH/
1 6" SEAR STUB /
\ t3i RAIN 91 /
MANHOLE FRAME AND COVER
L-
M
z
L
a
SEE DRAWING 8829
NOTES:
V)
12"
O
25"
1
ADJUSTMENT (4" MIN.)
I.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
a
0
STEPS OR EQUAL.
o L_
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
Z
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CD
c
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N I I I I
Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4,
I > RIM 434.78
RIM 434.55 I I IIo eN PVC IE 419.56 W
12 ADS IE 423.39 W I I 8 PVC IE 419.54 E
12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p
r
- I R�
v Ives S
Redmond Ave g 1- 1
1 90.0' 80.0'
Northeast
\ I 6 PVC SDR \
a 35 SIDE SEWER
♦_. I ( 1 I 0 MIN. 2%
CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP)
SEWER TO EXIST MAIN 0 )k - n) STA 1 +25
STA 1 +25 MIN FE:
° o\ 6" SEWER STUB ®MIN. 2� 431 0
EX. PAVEMENT 3 6 IE: 426.0 0
PATCH PER CITY U I LO
STANDARDS j \ I-
I o
CONNECT NEW 6' SIDE MIN FF .'
SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'�
v 90.0' �- 428. C1
STA 1 +56 I II _� STA 1 +56
�} Q 6" SEWEI \ STUB ® MIN. 27.
Power box IE: 426.0
a erl meter � � 60.0
Pdwe o
I °Ile 0 V_ I olll I
13 II I
III � I
•- III .�.� I
Water
I in 3 0) I
meter I �I .-4 I
I a II
v
Water j`II IC?
meter °III I7*
4� o 0)
I IppI I � ® I I
to I
(Q I
I o
I Z
Driveway) I v II
II .
Ex CATCH BASIN I o v l l
RIM 433.55 I
6" "PVC IE 429.57 N I 1 3 a" I
12 ADS IE 429.39 W II a0 I
12" ADS IE 429.35 E I Q
I X I
I c III
g Drivew y I 0 0�►
- \
v, � I `10 Avenue +oo
o rth
� ~ I W W
NEW 8 DATER IN
a o I II P -- -
I + 1.43
Water I a� I I Power I IEXIST. HOUSE
a meter I III _ pole
rte. 3
N TJB ( I STA 2+74.5 NE 19th ST
11 1 I !
CJB STA 0 +00 (SEWER MAIN)
d � I
b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN
Water STD. MH, 48* DIA
meter RIM: 434.1 (ADJUST RIM T9,-GR
(( I
Driveway °' I I IE: 420.4 (EXIST." 8 " ,
_E & w)
IE: 420.5 (NEW 8 ", S)
CONTRACTOR TO VERIFY ELEVATIONS
Ex CATCH BASIN PRIOR TO CONSTRUCTION
� I
RIM 433.89 I I I Ex Hydrant
12 ADS IE 429.95 NW
12" ADS IE 4 29.90 E
I J_
Edge of , asphalt
Sign ;? +,
Q-
Sidewalk
W Flow line of
to
Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w
} Queen Avenue Mail
boX
Northeast I
I �r. / 4 corner of
2' re t a i n i n W a l l I 4.Township
g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of
Flow line of c Visited August 7th. 2001. Section 4.Townshi
extruded curb ° I -' - -' found ' monurr,ent.
CD Incosed. COR #1325
Visited August 7th. 2(
Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24'
amp RIM 435.33 78'18 1306.03' 653.02' 653.02'
8" PVC IE 421.19 N W
Z 8" PVC IE 421.04 W
8 PVC IE 420.99 E
p West 1/4 corner of
0i Section 4.7ownshi z n
23 N. FL 1* 5 . 3'
> br+oss disk with o►
W incosed. City of 326.93' S89' 14`4 1 t1307.72'
cc Renton Control I o
Point No.369. '
Visited August 7th, 2001. 0 326.93 0 65 .
n �
3 .02 N
si 1309.40'
327.3 �
3 654.70 '
589'09 5S E 2618.81
z
CONTROL DIA GRAM
ca
d4
SECTION 4, TOWNSHIP23 -N., RANGE 5 E., W.M.
N00'05'32 "E 639.88' /
50.0 50.0'
I �•
I , ,
I
o �
0
MIN FFE:
427.0 a,
I 06 �I
/ MIN FFE-
STA ® MH
0.0' 6" SEWER STUB
® MIN. 2%
IE: 423.5 / 0
STA ®MH/
1 6" SEAR STUB /
\ t3i RAIN 91 /
MANHOLE FRAME AND COVER
L-
M
°�
SEE DRAWING 8829
NOTES:
cri
12"
MAX.
25"
1
D
CD
c
�c
v
N I I I I
Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4,
I > RIM 434.78
RIM 434.55 I I IIo eN PVC IE 419.56 W
12 ADS IE 423.39 W I I 8 PVC IE 419.54 E
12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p
r
- I R�
v Ives S
Redmond Ave g 1- 1
1 90.0' 80.0'
Northeast
\ I 6 PVC SDR \
a 35 SIDE SEWER
♦_. I ( 1 I 0 MIN. 2%
CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP)
SEWER TO EXIST MAIN 0 )k - n) STA 1 +25
STA 1 +25 MIN FE:
° o\ 6" SEWER STUB ®MIN. 2� 431 0
EX. PAVEMENT 3 6 IE: 426.0 0
PATCH PER CITY U I LO
STANDARDS j \ I-
I o
CONNECT NEW 6' SIDE MIN FF .'
SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'�
v 90.0' �- 428. C1
STA 1 +56 I II _� STA 1 +56
�} Q 6" SEWEI \ STUB ® MIN. 27.
Power box IE: 426.0
a erl meter � � 60.0
Pdwe o
I °Ile 0 V_ I olll I
13 II I
III � I
•- III .�.� I
Water
I in 3 0) I
meter I �I .-4 I
I a II
v
Water j`II IC?
meter °III I7*
4� o 0)
I IppI I � ® I I
to I
(Q I
I o
I Z
Driveway) I v II
II .
Ex CATCH BASIN I o v l l
RIM 433.55 I
6" "PVC IE 429.57 N I 1 3 a" I
12 ADS IE 429.39 W II a0 I
12" ADS IE 429.35 E I Q
I X I
I c III
g Drivew y I 0 0�►
- \
v, � I `10 Avenue +oo
o rth
� ~ I W W
NEW 8 DATER IN
a o I II P -- -
I + 1.43
Water I a� I I Power I IEXIST. HOUSE
a meter I III _ pole
rte. 3
N TJB ( I STA 2+74.5 NE 19th ST
11 1 I !
CJB STA 0 +00 (SEWER MAIN)
d � I
b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN
Water STD. MH, 48* DIA
meter RIM: 434.1 (ADJUST RIM T9,-GR
(( I
Driveway °' I I IE: 420.4 (EXIST." 8 " ,
_E & w)
IE: 420.5 (NEW 8 ", S)
CONTRACTOR TO VERIFY ELEVATIONS
Ex CATCH BASIN PRIOR TO CONSTRUCTION
� I
RIM 433.89 I I I Ex Hydrant
12 ADS IE 429.95 NW
12" ADS IE 4 29.90 E
I J_
Edge of , asphalt
Sign ;? +,
Q-
Sidewalk
W Flow line of
to
Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w
} Queen Avenue Mail
boX
Northeast I
I �r. / 4 corner of
2' re t a i n i n W a l l I 4.Township
g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of
Flow line of c Visited August 7th. 2001. Section 4.Townshi
extruded curb ° I -' - -' found ' monurr,ent.
CD Incosed. COR #1325
Visited August 7th. 2(
Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24'
amp RIM 435.33 78'18 1306.03' 653.02' 653.02'
8" PVC IE 421.19 N W
Z 8" PVC IE 421.04 W
8 PVC IE 420.99 E
p West 1/4 corner of
0i Section 4.7ownshi z n
23 N. FL 1* 5 . 3'
> br+oss disk with o►
W incosed. City of 326.93' S89' 14`4 1 t1307.72'
cc Renton Control I o
Point No.369. '
Visited August 7th, 2001. 0 326.93 0 65 .
n �
3 .02 N
si 1309.40'
327.3 �
3 654.70 '
589'09 5S E 2618.81
z
CONTROL DIA GRAM
ca
d4
SECTION 4, TOWNSHIP23 -N., RANGE 5 E., W.M.
N00'05'32 "E 639.88' /
50.0 50.0'
I �•
I , ,
I
o �
0
MIN FFE:
427.0 a,
I 06 �I
/ MIN FFE-
STA ® MH
0.0' 6" SEWER STUB
® MIN. 2%
IE: 423.5 / 0
STA ®MH/
1 6" SEAR STUB /
\ t3i RAIN 91 /
MANHOLE FRAME AND COVER
470 \\
\TRACE
�
SENS
' � _�✓ -` ~_ AREA .
MIN FFE: -- CO `�
428.c I _ 420
/ I R45. 0 96--Cr _
.� _ :,I ! 0.50 i _ ---- 8 , 2 C� S
4" 6 FIVC SDR -� O I---
.WER S?U6 / 35! S:D= SEWER
c J. 2% ®MlN. 2% ma
24.0 SL �O= ITYP L1- -- \
\
�\
�`` ___ -Not. "%aft
/ STA -0 MH MIN FFE: '~~ -____ ftft , 1
6" SEWER STUB 426.0
® MIN. 2%
IE: 423.0
0.5%
2 +50 1
----I 15 DRAINAGE EASEMENT - \ 1
1 ,
1
NE " WATER MAIN TRACT B 1
W w w -- �
r- ----- - DRAINGE POND --
- - soo o� 43 "w 315
.02
_ -rl
- _ I
In
- I
O� STA 2 +15 (SEWER MAIN)
STA 2 +20, 5' LT (QUEEN A)
AN SEWER MH #2 (STD H, 48 ")
\ RI
IE: 421.6 (8 PVC, N)
--- n
ON
0 -� O I
o"a O
O A V \.
lisp
Q0 .
C'- I Ir _ r O � I
O V7 ° s
O W
Srtks e r
C-4
r
C NOTE. CO-3
G'
GO5
m
V:)\__ -J
0 (D 00 Orker G _
rr' G
-- ALL TRENCH RESTORATION SHALL BE PER . Z posts G c _
CURRENT CITY OF RENT ON O TRENCH G r .
RESTORATION AND STREET OVERLAY _ G G
REQUIREMENTS. G G _ .- _ _
g�i- o F 12. • t�w' G G
G - " - r traosl�`iss�O 1
G powe " J
•
G _ r -
G r + _ r r
G _ _ G
....... ........ . . ........
N00'07'43 "E 324.41'
Ggum
_ _ .� ��5 �. J'4F GRAPHIC SCALE
RFrnh1fA .4FA1n�n 9-nP A�A�nilA �P_�� �w ' "�c�� A 20 0 �0 20 40 so
y`L
4 IN FEET )
'° BY.' DATE• 3 0 -r aer -� Q734 �4, 1 inch = 20' ft.
/ FSSRF
Is Ot'
. � E 3�
By. DA ]E. �� OVAL ENGINEER:
EXPIRES: Li L2006
BY.' DATE:
BY. DATE.•
NO. REVISION BY APPR. DATE
ROLL2oo
LUA 04 -119
JA EGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
Fax No. (253) 850 -0155
CITY OF RH;NTON
DEPARTMENT OF PUBLIC WORKS
SAN. SEWER PLAN
SUNSET CREST SHORT PLAT
DESIGNED: JJJ DAIS: 2/10/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 10-20' nuo e+oou: PAGE:
APPROVED: 0"Wel"" or Mift#C SHEET: 7 OF: 12
C'D, S -32y 3,-n/
• 0
SEE DRAWING 8829
NOTES:
12"
MAX.
25"
1
ADJUSTMENT (4" MIN.)
I.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
��"
ARE INSTALLED.
•
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
'
IN ACCORDANCE WITH ASTM C -443 4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
4" MIN.
5.
ALL JOINTS SHALL BE GROUTED.
'
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
MATH A HIGH SOLIDS URETHANE COATING;
7�
CONCRETE RISER BY PIPE INC..
WASSER MC- CONSEAL OR APPROVED EQUAL;
MIN.
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
--- 48"
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
S.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
(TYP)
12" TYP
MAX. PIPE SIZE - 21' I.D.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
T_
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
RTAR
LET
.
CONCRETE SHELF
17f:
PRECAST BASE SECTION
..
OR CAST IN SHELF.
6" MIN.
.
6" MIN. (TYP)
&VffARY
DUAM
SANITARY
MANHOLE TYPICAL DETAIL
DUAM NOe RIM
NOT TO SCALE
470 \\
\TRACE
�
SENS
' � _�✓ -` ~_ AREA .
MIN FFE: -- CO `�
428.c I _ 420
/ I R45. 0 96--Cr _
.� _ :,I ! 0.50 i _ ---- 8 , 2 C� S
4" 6 FIVC SDR -� O I---
.WER S?U6 / 35! S:D= SEWER
c J. 2% ®MlN. 2% ma
24.0 SL �O= ITYP L1- -- \
\
�\
�`` ___ -Not. "%aft
/ STA -0 MH MIN FFE: '~~ -____ ftft , 1
6" SEWER STUB 426.0
® MIN. 2%
IE: 423.0
0.5%
2 +50 1
----I 15 DRAINAGE EASEMENT - \ 1
1 ,
1
NE " WATER MAIN TRACT B 1
W w w -- �
r- ----- - DRAINGE POND --
- - soo o� 43 "w 315
.02
_ -rl
- _ I
In
- I
O� STA 2 +15 (SEWER MAIN)
STA 2 +20, 5' LT (QUEEN A)
AN SEWER MH #2 (STD H, 48 ")
\ RI
IE: 421.6 (8 PVC, N)
--- n
ON
0 -� O I
o"a O
O A V \.
lisp
Q0 .
C'- I Ir _ r O � I
O V7 ° s
O W
Srtks e r
C-4
r
C NOTE. CO-3
G'
GO5
m
V:)\__ -J
0 (D 00 Orker G _
rr' G
-- ALL TRENCH RESTORATION SHALL BE PER . Z posts G c _
CURRENT CITY OF RENT ON O TRENCH G r .
RESTORATION AND STREET OVERLAY _ G G
REQUIREMENTS. G G _ .- _ _
g�i- o F 12. • t�w' G G
G - " - r traosl�`iss�O 1
G powe " J
•
G _ r -
G r + _ r r
G _ _ G
....... ........ . . ........
N00'07'43 "E 324.41'
Ggum
_ _ .� ��5 �. J'4F GRAPHIC SCALE
RFrnh1fA .4FA1n�n 9-nP A�A�nilA �P_�� �w ' "�c�� A 20 0 �0 20 40 so
y`L
4 IN FEET )
'° BY.' DATE• 3 0 -r aer -� Q734 �4, 1 inch = 20' ft.
/ FSSRF
Is Ot'
. � E 3�
By. DA ]E. �� OVAL ENGINEER:
EXPIRES: Li L2006
BY.' DATE:
BY. DATE.•
NO. REVISION BY APPR. DATE
ROLL2oo
LUA 04 -119
JA EGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
Fax No. (253) 850 -0155
CITY OF RH;NTON
DEPARTMENT OF PUBLIC WORKS
SAN. SEWER PLAN
SUNSET CREST SHORT PLAT
DESIGNED: JJJ DAIS: 2/10/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 10-20' nuo e+oou: PAGE:
APPROVED: 0"Wel"" or Mift#C SHEET: 7 OF: 12
C'D, S -32y 3,-n/
• 0