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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
W WIp - ='7- is"o
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RIM EL= 209.07
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SSMH #1 PROP. TYPE 2-48 -
STA 1 +20.93 3.42' LT (ACCES'
STA 14+64.0 4.11LT (N. 32NI
RIM = 208.6±
IE 8" IN, OUT (E,W) 199.1±
IE 8- IN (S)) 199.0±
W WIp - ='7- is"o
205 - -
TER
,367 COVER
200-- .... - -
129.1
DAYUM ELEV
195.00
M
0
LOW POINT ELEV = 207.58
LOW POINT STA = 1 +92.33
PVI STA = 2 +00
PM ELEV = 207.26
A.D. = 5.77
K =8.67
50.00' VC
Lo O
n N IN
+ ^O N O
N
N
N
w
Ill m w
u7
Ln d)
I � In
0 0
J J
PVI STA = 3 +00 J
PVI ELEV = 211.03 m ro o- ro i- co
n 0rl) 0V)
A.D. = 8.23 "5 M6 w V• O� M
o K =6.07 M+ +LL+
W Q n� M 0 M
0
< � I 50.00' VC I oQ OQ p�
('7 J J In (n Ll (n
U
U p N O Z
Li � y w
0 _
D_ CA N - - - - -' 220
U X 0
W + O UJ 00%
N W W 1
N 2
--
N p (5 +
0 Z.) wm Q - -- - -- - - 215
m J
®9•
-- - - - - -- - - - .- -- - -- -- -I 210
3379
P SSMH #3 PROP. TYPE 2
STA 3 +68.38 3.42' LT
J RIM EL= 218.5±
- - -- J - - -- 2051E 8" OUT (N) = 211.73
-- -- - - - - -- Ui -- ._...- 1 - - - -- --
j
u
-- - -- - - - - -L 200
LOTS 3 & 6 ISSS
STA 3 +07
EXIST CL ELEV PROP CL ELEV �� AlIh Aft
RW 41L
co LOT ° 1 SSS
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M
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RIM EL= 209.07
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205 - -
TER
,367 COVER
200-- .... - -
129.1
DAYUM ELEV
195.00
M
0
LOW POINT ELEV = 207.58
LOW POINT STA = 1 +92.33
PVI STA = 2 +00
PM ELEV = 207.26
A.D. = 5.77
K =8.67
50.00' VC
Lo O
n N IN
+ ^O N O
N
N
N
w
Ill m w
u7
Ln d)
I � In
0 0
J J
PVI STA = 3 +00 J
PVI ELEV = 211.03 m ro o- ro i- co
n 0rl) 0V)
A.D. = 8.23 "5 M6 w V• O� M
o K =6.07 M+ +LL+
W Q n� M 0 M
0
< � I 50.00' VC I oQ OQ p�
('7 J J In (n Ll (n
U
U p N O Z
Li � y w
0 _
D_ CA N - - - - -' 220
U X 0
W + O UJ 00%
N W W 1
N 2
--
N p (5 +
0 Z.) wm Q - -- - -- - - 215
m J
®9•
-- - - - - -- - - - .- -- - -- -- -I 210
3379
P SSMH #3 PROP. TYPE 2
STA 3 +68.38 3.42' LT
J RIM EL= 218.5±
- - -- J - - -- 2051E 8" OUT (N) = 211.73
-- -- - - - - -- Ui -- ._...- 1 - - - -- --
j
u
-- - -- - - - - -L 200
LOTS 3 & 6 ISSS
STA 3 +07
EXIST CL ELEV PROP CL ELEV �� AlIh Aft
RW 41L
co LOT ° 1 SSS
N
d
d rn
d N
M
N
0
ro
STA 2 ,
RIM EL= 209.07
?
O
N N
N
+21
N N
N
N N
N
1 +00
SANITARY SEWER PROFILE NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. CONTRACTOR TO MAINTAIN A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND
THE WATER LINE, THE STORM WATER QUALITY FACILITY AND THE STORM LINE.
ROLL # 168
2 +00
\ 3 +00
\ SSMH #2 PROP. TYPE 2 -48"
STA 2 +50 3.42' LT
RIM EL= 209.07
LOTS 2 & 7 SSS
IE 8" IN (S = 200.45
STA 2 +40
IE 8" OUT N) = 200.35
ACCESS EASEMENT PROFILE
SCALE: 1"=20' HORIZ
1"=5' VERTZ
GRAPHIC SCALE
20 0 10 10 40 e0
( IN FEET )
1 inch - 20 tL
�pV \D W. C9
AVOID CUTTING UNDERGROUND NOTE: • °f ���� %SF�
UTILITY LINES ITS COSTLY • �•
RECOMMENDED •< c'
Ca I I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. FOR APPROVAL
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE.
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - ,4
befOre you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO BY '9f� /STEF7�;•• ��
DY REPRESENTATION ENGINEEREA SUMS NEXISTING SPONSIBILITY FOR UTILITIES �SS�ONAL••ENC\�
iNOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION QG
• CALL BEFORE YOU DIG: 1- 800 - 424 -5555 BY
UNDERGROUND SERVICE (USA) EXPIRES 5 -13 -01
sr•u• xor vuw waFSS sam -o o•ry
2,r l o Z SC "YNEG OCT 4 Zuu_ $
O 0 N
N p o S � N
W W
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a 9 a o O`Q �x z
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xQ
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RIM EL= 213.21
IE EL= 205.66 (CNTR CHNL)
A py r�.csox
202.5'± - 8" ® 3.29% t
19 G,, Q 6 00
Do
n
A EX T 50' W
25' 2 \ \
d
rn
SANITARY SEWER NOTES:
/ 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
} N ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
x 2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
EXIST EDGE OF N SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
LINE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
N PVM'T -N. SIDE x x x 2% FROM THE SEWER MAIN LINE. ACTUAL LOT INVERT CAN BE HIGHER,
co
MIN F.F. EL= 03.5 x x x x x x BUT A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE,
F, = 2 7 i THE STORM WATER QUALITY FACILITY AND THE STORM LINE IS TO BE MAINTAINED.
Z a M N F.F. EL= 09.3
3 N a a _ 3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
y �a t� 10 w J I- MIN F F. EL- 15.2 ARE TO BE TYPE 2 -48" AS SHOWN ON SHEET 9.'
w
rQl 4. ALL ''TRENCHING AND STREET OVERLAYS SHALL BE PER THE 1CURRENT CITY OF
❑ ti Q ` X WAT SERV -TYP v N o p N I� O 1 ;n 6 RENTON TRENCH RESTORATION AND STREET OVERLAY' REQUIREMENTS.
N g M o Ch 3 w pN onj N �', SEE 'I,DETAIL ON SHEET 5. c) 0 OZ tn 1 00 NN �'t
o c w o o LOZ , + p +N® 26' CCESS & ^o N 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
NLj II VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
- N w_ UTILI TES ES II ® PRO O$ED 8" ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
F� a 129.1' -8" P.V.C. ® 0.97% a "
a � 3 SSMH #1 PROP. TYPE 2 -48" u N N z�° LINE
I ARY EWE I
U o 2 STA 1 +20.93 3.42'LT SACCESS) R &F 15 WATER I'
�' ° STA 14+64.0'4.1' LT (N. 32ND) R F E M'T 118. - 8" P.V.C. ®s.53%
RIM = 2086 ±(28.,;4 _ F (9 -32�) SEE SHEET 2 FOR UTILITY SEPARATION EXHIBIT
IE 8" IN, OUT ',(EX) 199.1 ±�9gg) - - - - - - -- - - - 01 R &F
(CNTR CHNL)
IE 8° IN (S) 199:0±
oo - -- -- - - -- -- - --
- STA 3 90.4 10' LT
- - - - - - - - - __ -- - _ _ - -- - - -- - MIN IE 212.2
- J (23.0' ® 2.0 %) 5-28*7403
I
° V =p R &F -J 6" SIDE SEWER R F -�
N
II �� R F
® 2.0% MIN -TYP ~
eo 62.4'± - 8" ®3.29% t � % �' R &F TA 3 +91. 7.2' RT
<� _� ��� L MIN IE =21 3
N O O N 0� If; , I 25.6' ® .0 %)
tONN 0N® O N
EX SS MH 1 II ® + II L
RIM EL= 208.50 16' I +w N w- SSMH POP TY E 2 8 "r+� II ' -
IE EL= 196.95 (CNTR CHNL) azOd I z_ STA 2 5 3. )2 Q �' S MH 3 PROP TYPE 2 -48"
00 N RIM E 209 07 zDi
N N rn �.. N S A +68.38' 2 LT
IE 8" I (S), = 20 .45( ) �"� R M E 2161 t219.31> LEGEND
EXIST EDGE OF v
IE' UT,( ) 00.,3 1 9. �.'1%^ 1 8" OUT N = 211.73 2(o.$( ❑I CATCH BASIN
e B PVM'T -S. SIDE ° O' ( )
� u; MIN F.F. EL= 203.1
MI F. . EL= 2 9.5
® MIN F.F. L= 2 3.8 MIN F.F. EL- 215.3 9O SANITARY SEWER MANHOLE
3 3
a (� EX WATER METER' EXISTING FIRE HYDRANT
0 0 ¢ w x - x
EXIST EDGE OF x x x -f EXISTING WATER VALVE
oo oo PVM'T -N. SIDE SEE SHEET 2 'FO
FRONTAGE IMPRO MENTS POWER POLE
0 0 r EX 8" S.S. EXIST. RES. LOCATION
m
3 -✓�- EXISTING STORM LINE
R. W-OA
25' 5 0 0 -SS - EXISTING SEWER LINE
v) N N I
A. JO
-T EXISTING WATER LINEw TO
w EX 12" WAT v=�2
0 o EX WAT METER 90`
C) O
`v �ON4L LAK05J
EXPIRES
> ^
o N 13 00
z
N W1 Pv� D W' 1.4
0 . WA yE' SF
w UTIIUTYCLI ES.GIYS COSTLY ND NOTE:
GRAPHIC SCALE RECOMMENDED
ry I I EXISTING UTILITY LOCATIONS R'S R HEREON ARE APPROXIMATE ONLY. FOR APPROVAL.
a� o to ao �o m 1..� IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO. DETERMINE THE
K EXACT VERTICAL AND HORIZONTAL LOCATION. OF ALL EXISTING UNDER- ,
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO BY Z./�4�%
o �p 28477 q ��
before yO LI HEPEIXJENTTATI N IS MADE THAT A NO RESPGNSIB UTY FOR UTILITIES FFSS aNr
IN FF�f ! NOT SHOWN OR', UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. A L
1 Laoh 20 tL Dig. CALL BEFORE YOU DIG: 1 -800- 424 -5555 BY
O EXPIRES 5 -13 -01 /
. p S 1 -T vI1P UNfiS 9DNf8 Ntl D�(E4
z.. MYNAp �% 1$i� UNDERGROUND SERVICE : (USA)
SCANNED FEB 15 2002 /Q r ; ' ' ' "Ire o " C K P3 0! n / SC;'.YIVEG OCT 4 20J
F'R ' �F�
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PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
►r
O E.
Q Z
ro
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LOTS 2& 7 SSS
N
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PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
SSMH #2 PROP. TYPE 2-48"
ro
�
LOTS 2& 7 SSS
N
oV
W
a
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N
N v
N
oz°
a' G
Q
W
3
> h
SSMH 1 PROP. TYPE 2 -48"
# E
1� U
Q
STA 1 +20.93 3.42' LT (ACCESS)",,, A
STA 14 +64.0 4.11 LT ( N. 32ND)
5
W
3
RIM= 208'_6±CtOgi- 4Ii�i y
IE \
i
8- IN,, OUT (E,W) 199.1t�(9°o 9)�C
(CNTR CHNL)
IE 8" IN (S) 199.0±
o�
o o��7
zN
o
C-4
0
a
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w
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all
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N
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PVI STA = 3 +00 J
PVI ELEV = 211.03 m co IL ao L ro
A.D. =8.23
LOW POINT ELEV = 207.58 o K = 6.07 _ °� - ro
r + + w +
LOW POINT STA = 1 +92.33 0 < I I cn o
PVI STA = 2 +00 < 50.00' VC ~o ¢ n ¢ c
PVI ELEV = 207.26
J J In In W In
A.D. = 5.77 o N o zz
0
+ W w
+ + K =8.67 +
Q Q Q I I a N� N 220
50.00' VC x o 0 cn o ro v U �00
12.
a- N W a_ W + O o f NO W W
W + w w � ro U0 N N N Z
a N wo o + o iii w zz w
LL o w � x a w+ + N N N > v w m< 215
w >
o± 0 0 w w o¢ N �j U U m 07 �• 1
w Q o � 0 v v > aj2 ief
D 0 (n > > W
W O w W m CD ® 95
z v 1JtG• -- - 210 SSMH '3 PROP. TYPE 2
z n t
3.77%
S 48„
6 h ' 0
STA 3+68.38 3.4z' LT )
RIM EL-
IE 218.51 214.31
OUT (N) = 211.73(Zlo•S��
205
205
i, �° _ _ - I - -��� _ ,
ST 12° WATER r
SUMED MIN. 36 COVER
200 - - - - _ - 200
129.1 - 8 'PVC ® •97q ° 2 LOTS 3 & 6 isss
STA 3 +07
EXIST CL ELEV
PROP CL ELEV
DATUM ELEV
195.00
0
1 +00
co
LOT 1 SSS
N STA 2 +16
N
SSMH #2 PROP. TYPE 2-48"
ro
�
LOTS 2& 7 SSS
0 N Oo
STA 2 +21
O0
C
N
N v
N
SANITARY SEWER PROFILE NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. CONTRACTOR TO MAINTAIN A 0.5' MIN. CLEARANCE BETWEEN THE SEWER S'PUBS AND
THE WATER LINE, THE STORM WATER QUALITY FACILITY AND THE STORM LINE.
2 +00
S +UU
SSMH #2 PROP. TYPE 2-48"
STA 2 +50 3.42'
LOTS 2& 7 SSS
10.
EI 8 E IN (S 9 075 Ct S •11)*-
STA 2 +40
IE 8" OUT �N) = 200.351111.0)*
ACCESS EASEMENT PROFILE
714i AL w
5-28*7404
SCALE: 1"=20' HORIZ
1"=5' VERTZ
AVOID CUTTING UNDERGROUND NOTE;
UTIUTY ONES. IYS COSTLY
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Call
IL,.,, EXACT VERTICAL' AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
V
''. efore OU GROUND UTILITIES PRIOR TO COMMENCING 'I CONSTRUCTION. NO
Y. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
Dig. HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
SCANNED FES 15 2002 /! 77
II;
�
FIR al;, I
GRAPHIC SCALE
m 0 +0 w +o ro
(... IN FEET )
L inch = 20 tL
RECOMMENDED •�
FOR APPROVAL
s /0YA L • •ENS\
r.wa
EXPIRES''
uxus 5 -13-01
rwr vun s sam .w o.rEn
'r /7 o Z SC' YNLL OCT 4 6o