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EX. 8" SS
(S -3659)
EX. S.S. MANHOLE
RIM-388.68
IE= 378.68, 8" S,W)
IE= 378.78, 8" (NE) -NEW
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
PRIVATE ROAD INT'X / I
STA. 17 +24.98, NE 7th St. I
STA. 20 +00, OLYMPIC AVE. NE
CENTER 20' DRIVEWAY APRON
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
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IE= 383.80, 8" OUT)
IE= 383.90, 8" IN)
OLYMPIC AVENUE NE
170LF., 8 -1 PVC SSOS =2.08%
r — M--
I- -- - -- -- STM - --
II a RIM =392.0
m
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4 �a
MIN -EF ELEV =395.0
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u y RIM =393.0
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N. FF ELEV =395.0
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0020
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RIM = 393.43
IE= 387.43, 8"
OUT)
IE= 387.60, 6" IN)
22 +00
I- -
- -T — —WM T
i
STM
5------ - - - - --
RIM =394.3
LA
8p
00
Os
MIN. FF ELEV =397.0
M:.b£:60o0N
.00'66Z
ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE = 2.00 %, TYPICAL.
,aitx
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1- 800 - 424 -5555
- RIM =395.0
�V6£ 0 O q
o pp
IE= 389.50, 6" 1
000
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MIN. FF ELEV -397.0 ysc -I� q
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SHALLOW SANITARY SEWER
MANHOLES PER STANDARD I
PLAN #400.2
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MANHOLE FRAME AND COVER
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PER DRAWING 401.
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4' MIN. TO
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. 127 MAX.
STA. 22 +47.0
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END PRIVATE SECTION
395:
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1.3.5'
395
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NOTES,
1. STEPS TO BE PMYPRCPYIENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTONS ARE INSTALLED.
............................... ......... ...........
...... ...........
3. CASTING TO BE PER DRAINING 401.
N
4. MANHOLE SECTONS TO BE OF REINFORCED PRECAST CONCRETE
S. OPENING SHGULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED.
12" STORM
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING
CHANNEUNG, COATED (SEALED) WITH A HIGH SOIJDS URETHANE COATING:
11 N
WASSER MC- AROSHIELD OR APPROVED EOVA-; COIAR OF COATING SHALL BE WHITE.
SSO5 =2.08%
& RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
ii X.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
1701-F., 8" PVC
LARGEST PPE
...... . ......
385:
10. CONNECTIONS TD MANHO SHALL BE MADE USING WK ADAPTOR, KOR -N -SEAL
.. .... . .._...
............ ......... ............ . ............
BOOTS OR APPROVED EQUAL
... 385
1� POBUC WORKS
SANITARY MANXOL!
BTD.
]DEPARTMENT
SNALLOW
�-4102
l
SSMH 1 SHALLOW -54"
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
I
I
I
I
I
I
I
I
(
I
I
I
I
I
k�
Imo;
I\
I II
I II
IE= 383.80, 8" OUT)
IE= 383.90, 8" IN)
OLYMPIC AVENUE NE
170LF., 8 -1 PVC SSOS =2.08%
r — M--
I- -- - -- -- STM - --
II a RIM =392.0
m
J O
O +
m
co
00
m
o O)
4 �a
MIN -EF ELEV =395.0
A
0o Yp
o�
op o
Z STM
u y RIM =393.0
w
O +
� N
0
W
N. FF ELEV =395.0
-o
o�
v
e0 9P
n
or
0020
'ro
RIM = 393.43
IE= 387.43, 8"
OUT)
IE= 387.60, 6" IN)
22 +00
I- -
- -T — —WM T
i
STM
5------ - - - - --
RIM =394.3
LA
8p
00
Os
MIN. FF ELEV =397.0
M:.b£:60o0N
.00'66Z
ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE = 2.00 %, TYPICAL.
,aitx
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1- 800 - 424 -5555
- RIM =395.0
�V6£ 0 O q
o pp
IE= 389.50, 6" 1
000
o -2o
I o
I�
Iz
m
4- I
Im
MIN. FF ELEV -397.0 ysc -I� q
a
4Oa 20
I
I
eb�
Q
o v,P
y' n
'%00
o.
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD I
PLAN #400.2
z
12/19/2013 1 NO.
REVISION
SITE SURVEY &MAPPING xol®�N xAI: RY�11IQ"
oowT� SCALE
D.L. OFFS, P.E.
UR VA
D.L OFFE, P.E. arcNm DATUM
Mme' AT ML SfI1E
s Nor o,c nw
BY I DATE I APPR I AFBronn �""""mNOL
•� CITY OF
RENTON
Planning /Building /Public Works Dept.
5- 311001
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOM NDED FOR APPROVAL
yl � �Dtel
By- Date,
By- Date -
By, Date-
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
SEWER PLAN & PROFILE
3506 NE 7th STREET
09/25/2013
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STA. 22 +47.0
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END PRIVATE SECTION
395:
0
16'
1.3.5'
395
............................
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3
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......390. .............a
.........................................
............................... ......... ...........
...... ...........
..:.. 390
........... ........... .............
N
12" STORM
11 N
6" STORM
^I
SSO5 =2.08%
ii X.
0/:
1701-F., 8" PVC
...... . ......
385:
... ..Z . .............
.. .... . .._...
............ ......... ............ . ............
....
... 385
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SSMH 1 SHALLOW -54"
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RIM= 389.80
IE= 383.80, 8" OUT)
_
Ro
380:
IE =383.90, 8"7 N
:...... :.
rnariSo.........
28LF.,; PVC SS ®17.93%
........ ....... ......... ...............
....
N"T�RO
........... ........... .......380,
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OLYMPIC AVENUE NE
=
M oG�o
T
EX�. S.S. MANHOLE
II ron
RIM= 388.68
N
II II
IE- 378.68, 8" S,W) :
21+00
w w
--
22 +00
�....20
+00
.....................................
IE_378.78. 8 "i�NE) -NEW
......................
: ....................................._.............._..............-....---------------------------...._.-----------
...............................
z
12/19/2013 1 NO.
REVISION
SITE SURVEY &MAPPING xol®�N xAI: RY�11IQ"
oowT� SCALE
D.L. OFFS, P.E.
UR VA
D.L OFFE, P.E. arcNm DATUM
Mme' AT ML SfI1E
s Nor o,c nw
BY I DATE I APPR I AFBronn �""""mNOL
•� CITY OF
RENTON
Planning /Building /Public Works Dept.
5- 311001
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOM NDED FOR APPROVAL
yl � �Dtel
By- Date,
By- Date -
By, Date-
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
SEWER PLAN & PROFILE
3506 NE 7th STREET
09/25/2013
I RANG
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