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ADAPTOR COLLAR
PRECAST VALVE BEER ,' ` 8" E 12'
CHAMBER EQU RUBBER \ / PIPE
R.C.P. OR EQUAL GASKET J��[
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NOTES:
1. CASTING SHALL BE PER STD. PLAN 401.
2. CONE SECTION TO BE OF REINFORCED PRECAST CONCRETE.
3. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
4. ADJUSTMENT OF THE CASTING TO GRADESHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) NTH A HIGH SOILDS URETHANE COATING; WASSER MC- AROSHIELD
OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
7, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
8. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL
9. IN UNIMPROVED AREAS, MAHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMATER CONCRETE RINGS
POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE STD. PLAN - 400.3
EXTRA SHALLOW September 2011
PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 N, RANGE 5 EAST, W.M.
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STA. 1 1, 46A 27 RT.
SSMH 1, 48 -EXTRA SHALLO / /..• _�/ �' MIN. FF ELEV. =45.0
RIM =44.50 /
IE= 40.97, 8 "(OUT) 0 +20
IE= 41.07, 8" IN) �j i =�' i IE =41.40
EASEMENT
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IE -40.37 (8 "SE)
IE =40.27 8 "Sw)
IE =40.37 8 "NEW)
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12 k8 00
MIN. FF ELEV. =48.0 I� / 4,15&
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MIN. FF ELEV. =45.0
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®S =0.507
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FF ELEV. =50.0
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MIN. FF ELE
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24, 6 "(IN)
MIN. FF ELEV. =,S&fY m o ', MIN. FF ELEV. =49.0` �\
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MIN. FF ELEV. =50.I 6
MIN. FF E
.'21 +78.0 5.5' RT.'
.SMF 4, 54"-SHALLOW I '�
9M =48.88
- 70.62, 8" OUT)
- 42.72. 8" IN)
IE= 41.83, 8" OUT)
IE= 41.93, 8" IN)
NOTE,
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
MIN. FF ELEV. - THE MINIMUM FIRST FLOOR ELEVATION
NECESSARY TO PROVIDE THE HOUSE WITH
GRAVITY SEWER. ANY BASEMENT FLOOR ELEVATION
BELOW MINIMUM WILL REQUIRE GRINDER PUMP INSTALLED
WITHIN HOUSE
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
�z
Date,
Date,
Date,
SEWER EASEMENT :NORTH 41ST COURT
50.00
N 50.00
0.00
...
.. . .
WlJ
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I
w
45.00 : : .................... ..:........... ... ....... ........... ........... ..... ........... ............. ...........:.. . - -
. ..:. .:..SEE RIGHT: w 131 LF., 8" C -900 ®5- 1.04..
Y 32LF., g,.
85LF., 8' PVC ®5 =0.50% FOR CONTINUATION g
�; : 151 LF., 8" 6-900 ? 45 =0.50% _ Oi
119LF. 8" C -900 ®S =0.50% SEE
40.00 -- - -- -ii : 3' ........ _. .....40.00: ._._.. ....... _..._.... FOR CONTINU ..... ........ ........... ..._._... ......_._ ._......_ `140.00.....
---- - ---{�. ... - -
........................... ...... ...........................Z. -. .... I. :.................. ... ...... ..........
.... o ...... ........... 3 ..
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to In z _ : o F SECTION rn ow N 0_ z z _ 0 Z 2z 1 : °0 °.�Z
DEFLECT PIPE AT: 1/2 MANUFACTORS rn �� : CD N.T.S. 10 � a' maom _ - -_ -- _ `o `DtO 't �D� _ �tO ......_... ......... ... .....
35.00 .�,.., .........u1 . . ................. ......w ....... ........... .._ .. .........uxio;... .. �.........._ ........... ........... ........._ - - -
.... ............................... ........... RECOMMENDATION ........................... o .._ ._............. ....... .... ............................... ........... c»..;.._ ._.. -
�m� ^^ _ : ���� ( CDF BACKFILL OVER SEWER PIPE No °�� NtO `o `� .. I.. � I MNMV� d'��n
�c a rn 0 aD o> M^ M +S'<o r a0 2 EACH SIDE OF PROPERTY LINE O = as II aster II p j AND: BE SPRING LI E AND :II II II 9 II ow II w N w WTEEN N � �12 ";ABOVE PIPE:(TYP. 2 LOCATIONS) ww N�www 0,�
............:............. ............................... ............................................................................................................................................................................................... ...............................
... ............... ............... ..
30.00 20 00 21 +00 22 +00 : 23 +00 30.00
OFFE ENGINEERS �tiL °F��
�'•rl� Ncr�ti SURVEYED SCALE N01�0•"1° °0.1°°' C'9 CITY OF LAKE WASHINGTON VIEW ESTATES 12/0/2012
13932 SOUTHEAST 159TH PLACE q' - Z • D.1- OFFS, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 D.L OFFE, P.E. SEWER PLAN & PROFILE
PHONE: 425 -260 -3412 q!o :'AC` "eD .r s DATUM Planning/Building/Public Works
CONTACT': DARRELL OFFE, P.E. pNA ,,� . r Dept. :
n� NO. REVISION BY DATE APPR 10 13
SEWED
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= 1
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• C-900
MIN.
40 `C
FF ELEV. =49.0
MIN. FF ELEV.= 49.0'
i0.0
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1
I _ -4 €5--
-
No
MIN. FF ELEV. - THE MINIMUM FIRST FLOOR ELEVATION
NECESSARY TO PROVIDE THE HOUSE WITH
GRAVITY SEWER. ANY BASEMENT FLOOR ELEVATION
BELOW MINIMUM WILL REQUIRE GRINDER PUMP INSTALLED
WITHIN HOUSE
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
�z
Date,
Date,
Date,
SEWER EASEMENT :NORTH 41ST COURT
50.00
N 50.00
0.00
...
.. . .
WlJ
Z m
I
w
45.00 : : .................... ..:........... ... ....... ........... ........... ..... ........... ............. ...........:.. . - -
. ..:. .:..SEE RIGHT: w 131 LF., 8" C -900 ®5- 1.04..
Y 32LF., g,.
85LF., 8' PVC ®5 =0.50% FOR CONTINUATION g
�; : 151 LF., 8" 6-900 ? 45 =0.50% _ Oi
119LF. 8" C -900 ®S =0.50% SEE
40.00 -- - -- -ii : 3' ........ _. .....40.00: ._._.. ....... _..._.... FOR CONTINU ..... ........ ........... ..._._... ......_._ ._......_ `140.00.....
---- - ---{�. ... - -
........................... ...... ...........................Z. -. .... I. :.................. ... ...... ..........
.... o ...... ........... 3 ..
^ 0 ^ O : ..¢.. Q Q .. J.
to In z _ : o F SECTION rn ow N 0_ z z _ 0 Z 2z 1 : °0 °.�Z
DEFLECT PIPE AT: 1/2 MANUFACTORS rn �� : CD N.T.S. 10 � a' maom _ - -_ -- _ `o `DtO 't �D� _ �tO ......_... ......... ... .....
35.00 .�,.., .........u1 . . ................. ......w ....... ........... .._ .. .........uxio;... .. �.........._ ........... ........... ........._ - - -
.... ............................... ........... RECOMMENDATION ........................... o .._ ._............. ....... .... ............................... ........... c»..;.._ ._.. -
�m� ^^ _ : ���� ( CDF BACKFILL OVER SEWER PIPE No °�� NtO `o `� .. I.. � I MNMV� d'��n
�c a rn 0 aD o> M^ M +S'<o r a0 2 EACH SIDE OF PROPERTY LINE O = as II aster II p j AND: BE SPRING LI E AND :II II II 9 II ow II w N w WTEEN N � �12 ";ABOVE PIPE:(TYP. 2 LOCATIONS) ww N�www 0,�
............:............. ............................... ............................................................................................................................................................................................... ...............................
... ............... ............... ..
30.00 20 00 21 +00 22 +00 : 23 +00 30.00
OFFE ENGINEERS �tiL °F��
�'•rl� Ncr�ti SURVEYED SCALE N01�0•"1° °0.1°°' C'9 CITY OF LAKE WASHINGTON VIEW ESTATES 12/0/2012
13932 SOUTHEAST 159TH PLACE q' - Z • D.1- OFFS, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 D.L OFFE, P.E. SEWER PLAN & PROFILE
PHONE: 425 -260 -3412 q!o :'AC` "eD .r s DATUM Planning/Building/Public Works
CONTACT': DARRELL OFFE, P.E. pNA ,,� . r Dept. :
n� NO. REVISION BY DATE APPR 10 13
SEWED
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