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CONNECT: NEW 8" VC SEWER MAIN I 1 1
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HOQUIAM AVE. NE
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� TRACT A
DRAINAGE
W STA 2 +20.62 "5' RT, HOQUTAM AVE NE
Z STA 2+15.62 HOQUTAM AVE NE STA 0 +93.97, SEWER
-STA 6 +60.87 NE THIRD ST INSTALL:
SEWER MH NO. 3
% .,, (SEE C.O.R. DETAIL NO. BR -28)
RIM = 422.89
J9,99 r I.E.= 411.76 (8" PVC, E, No S, W)
3.00.00.06N o
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3+00 3+ .64
L.F. "NEW 8" PVC SAN. SEWER S =0.004 F _
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I o 0 +309 "420.00 I I I I RIM = 421.95 "
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Z .� I I I �.�_-- 1- 8- f}'��E ---� IIW �-- I r- _-- _- - - - - -- I I __.- _ - - - -- I.E.= 412.17 (8 PVC, N)
I i cQ ! h i ; SEWER I I I M ZI I I - I. I - I
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0 +779 420.00' 11' o f ! IX Q
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28 18'-6" SIDE 1 100 I I !
1 FFE: SEWER IIW I 1 PER CITY REVIEW 10 -7 -04
.. ........................................ .............................., ; 426.0 I 1 ! 3.� ,.................. ................... ................... ................... .................... . .................. . .................. : .................. ............ ........................................... ,.... ............................... ................ .................
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STA 1 +25 SEWER :
STA --0 +17.87 "� LT, HOQtJIAM AVE NE � � ( �- 1 � : _ : •
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STA 0 +00, SEWER ; 8 CLEAN OUT TO SURFACE I I I _
PER CITY OF RENTON DETAIL :
EXISTING SEWER: MH N0. 1 I I I t I STA 1 +28.5 "5' R:T, HOQUTAM AVE NE .
. . . .. : ..... ............................... ........... LID: 425.0 - ST A- .1f28.5;-- SEV&- R.............. ... ............................... ....--- ......... ................ ................ ...... ...........:..................................... ' ............... • ............... ............... RIM _ 42519
IE: 418.0 1 I INSTALS:
I.E.=409.47 (24, � . EXIST. MAIN, W, OUT)
CONNECT: NEW 8" PVC SEWER MAIN 2 9 1 +20, 419.00' 1p. SEWER • MH N0. 2: STA 2 +20.62 "5 RT, HOQUTAM AVE NE
18' -6" SIDE (SEE Q.O.R. DETAIL NO. BR --28) STA 2 +38.43, SEWER .
I.E. = 410.80 (8 PVC, S) FFE: I I
SEWER RIM = 423.75 INSTALL: '
.. ��
.. .......... ............. - ......... -- .. ............... .•.. 4 ..... .... ..
-.. .,.. ... .,. - -•• -f.F:= 41:1-:37--(8...PyC ;..{�; -5 ;• jlll} -SE•11VER- Iv�H•-i��3: 3.. ... ... ....� ...
• - STA 3 +23 "� RT, HOQUTAM AVE :NE
(SEE C.O.R. DETAIL NO.. BR -28)
. . . .
• STA 1 +02.61, SEWER -
• RIIM= 422.89
I.L=411.76 (8" PVC, E,• N, S, W)
INSTALL:
09. SEWER MH N0. 4 :
.............. . ... ................ 0
.. .. .,. �. ..... ..... .............. .. ..:.- `.,,.i. ... ............................... .. . SEE -. CrO.R DETAIL•••NO...B -.28 .................; ................ ;................. ;..................:
-425:0 . J( ).
RIM= 421.95:
. ;92� Lt 412.17 8" PVC, N
. - EXISTING GRAD -- -�
... ............................ . .. ... .......... .....- -- ..... • .. .. .. ... -- ► ( I ,
424:0. :J �. .. . 1 ... ... ....... .. ............�. __. ...._. ...... .....................�- - - I... ....... _............t... ....................... ..�..- ...... ...... 420:0..*
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1 144.52 L.F* NEW, 8 PV SEWER MAIN • S =0.004 T FT - _ �-V 04-031
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NORTH
SCALE: 1" = 20'
Ww/p - 1�•�lll
PROFILE
SCALE:HORIZ. 1 " =20'
VERT. 1 =5'
GRAPHIC SCALE
20 0 10 20 40
( IN FEE? )
I inch is 20 It.
0
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ENGINEER:
JAEV10"ERN ENGINEERING
PER CITY REVIEW 10 -7 -04 9419 SOUTH 204TH PLACE
PER CITY REVIF:W 3 -4 -05 KENT, WA. 98031
5 -7 -05 PHONE N0. (253) 850 -0934
PER CITY REVIEW FAX N0. (253) 850 -0155
REW" By APPR. DATE
RECOMMENDED FOR APPROVAL
BY: DATE:
DATE:
DATE:
DATE:
CITY OF"' RENT'O1�T
DEPARTMENT OF PUBLIC WORKS
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INSTALL: I
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EWER MH NO. 2 1
DESMMM. JJJ
SEE C.O.R. DETAIL NO. BIB --28)
7/04
IM= 423.75 I
.E.=411.37 (8" PVC, No S, I W)
I
FK.E HAW:
dtAW►,• DBA
10
.00 -L9
1 0 2 +00
46.22 LF"8 "PVC SEWER S .004 FT FT I 9Z S=0.004 F I,
HOQUIAM AVE. NE
21'
I
o°
co
21'
� TRACT A
DRAINAGE
W STA 2 +20.62 "5' RT, HOQUTAM AVE NE
Z STA 2+15.62 HOQUTAM AVE NE STA 0 +93.97, SEWER
-STA 6 +60.87 NE THIRD ST INSTALL:
SEWER MH NO. 3
% .,, (SEE C.O.R. DETAIL NO. BR -28)
RIM = 422.89
J9,99 r I.E.= 411.76 (8" PVC, E, No S, W)
3.00.00.06N o
__. N
3+00 3+ .64
L.F. "NEW 8" PVC SAN. SEWER S =0.004 F _
SS MH
STA 3 +23 "5' RT, HOQUTAM AVE NE
STA 1+02.61, SEWER
o
INSTALL:
� � � � SEWER MH N0. 4
3
._REPLACEMENT. _ --
I „00,00.06N
m L9 IE: �. ,oC'ss ,0 9Z ,00'98 (SEE C.O.R. DETAIL N0. BR -28
I o 0 +309 "420.00 I I I I RIM = 421.95 "
I
Z .� I I I �.�_-- 1- 8- f}'��E ---� IIW �-- I r- _-- _- - - - - -- I I __.- _ - - - -- I.E.= 412.17 (8 PVC, N)
I i cQ ! h i ; SEWER I I I M ZI I I - I. I - I
= 1 ,-,-T p _ WI- �--- -1 �' SEWER EASEMENT 1 I ° I - I
N fl� I I I I C:o I 1 (7.5 EA LOT) I rl to
1 1 2 7
Z I FFE: I n t l WI I I I I Q o f i I
° I �, v > 1 1 1 321 I 1 O col I
� � � � I 426.0 x o I I I Q I I I I I I
I
X; 1 I N t..__ - ---- - -``' w l l �I I L_- _------- - ----� I W I-- _____- _ -.-__�
t �•sg I I I I I PLAN
. > W SCALE: 1"=209
0 +779 420.00' 11' o f ! IX Q
I i i = I 1 a. W I
28 18'-6" SIDE 1 100 I I !
1 FFE: SEWER IIW I 1 PER CITY REVIEW 10 -7 -04
.. ........................................ .............................., ; 426.0 I 1 ! 3.� ,.................. ................... ................... ................... .................... . .................. . .................. : .................. ............ ........................................... ,.... ............................... ................ .................
LO
STA 1 +25 SEWER :
STA --0 +17.87 "� LT, HOQtJIAM AVE NE � � ( �- 1 � : _ : •
„ II ,
STA 0 +00, SEWER ; 8 CLEAN OUT TO SURFACE I I I _
PER CITY OF RENTON DETAIL :
EXISTING SEWER: MH N0. 1 I I I t I STA 1 +28.5 "5' R:T, HOQUTAM AVE NE .
. . . .. : ..... ............................... ........... LID: 425.0 - ST A- .1f28.5;-- SEV&- R.............. ... ............................... ....--- ......... ................ ................ ...... ...........:..................................... ' ............... • ............... ............... RIM _ 42519
IE: 418.0 1 I INSTALS:
I.E.=409.47 (24, � . EXIST. MAIN, W, OUT)
CONNECT: NEW 8" PVC SEWER MAIN 2 9 1 +20, 419.00' 1p. SEWER • MH N0. 2: STA 2 +20.62 "5 RT, HOQUTAM AVE NE
18' -6" SIDE (SEE Q.O.R. DETAIL NO. BR --28) STA 2 +38.43, SEWER .
I.E. = 410.80 (8 PVC, S) FFE: I I
SEWER RIM = 423.75 INSTALL: '
.. ��
.. .......... ............. - ......... -- .. ............... .•.. 4 ..... .... ..
-.. .,.. ... .,. - -•• -f.F:= 41:1-:37--(8...PyC ;..{�; -5 ;• jlll} -SE•11VER- Iv�H•-i��3: 3.. ... ... ....� ...
• - STA 3 +23 "� RT, HOQUTAM AVE :NE
(SEE C.O.R. DETAIL NO.. BR -28)
. . . .
• STA 1 +02.61, SEWER -
• RIIM= 422.89
I.L=411.76 (8" PVC, E,• N, S, W)
INSTALL:
09. SEWER MH N0. 4 :
.............. . ... ................ 0
.. .. .,. �. ..... ..... .............. .. ..:.- `.,,.i. ... ............................... .. . SEE -. CrO.R DETAIL•••NO...B -.28 .................; ................ ;................. ;..................:
-425:0 . J( ).
RIM= 421.95:
. ;92� Lt 412.17 8" PVC, N
. - EXISTING GRAD -- -�
... ............................ . .. ... .......... .....- -- ..... • .. .. .. ... -- ► ( I ,
424:0. :J �. .. . 1 ... ... ....... .. ............�. __. ...._. ...... .....................�- - - I... ....... _............t... ....................... ..�..- ...... ...... 420:0..*
.............. ....................................................................... • • ................
• 42
.. . ... .. . . ....
• :i i i _
:I
i PRROPOSE ' ! '
' I CENTERLINE GRADE 1 '
•.a. ------- -------- -�........_ .... .........F.........,........... .............. ....... . _�--- ............. .............. :..... .............................. .................:..... .............:................. .................:
41.5:0- :r .I. -
• � �• � -41.5: o-
�� � i N "� , VC NEW � EWER MAIN
9 .97 L.F. "8 PVC: NEW- SE-W R- MAIN 102.• 1 . L.�. `8 R S
1 144.52 L.F* NEW, 8 PV SEWER MAIN • S =0.004 T FT - _ �-V 04-031
. , . -.
_ "0,:004 FT/FT
S
DATUA! E'LEV:; - -- - : lO.QO FT /FT
....... ......41Q:0.................... ....................
410.00
• • • J . _ . -. -..� -�
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00 N C i) In It) O O Cr) oo ,_ ao r 0 O
N o O p
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N 44- N It N d N N -I N N
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0+:00 0+ 50 1 +00 � � 1 + 50 2 ±00 2+ 50 3+:00
: . . . . . . . . .
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NORTH
SCALE: 1" = 20'
Ww/p - 1�•�lll
PROFILE
SCALE:HORIZ. 1 " =20'
VERT. 1 =5'
GRAPHIC SCALE
20 0 10 20 40
( IN FEE? )
I inch is 20 It.
0
N0.
ENGINEER:
JAEV10"ERN ENGINEERING
PER CITY REVIEW 10 -7 -04 9419 SOUTH 204TH PLACE
PER CITY REVIF:W 3 -4 -05 KENT, WA. 98031
5 -7 -05 PHONE N0. (253) 850 -0934
PER CITY REVIEW FAX N0. (253) 850 -0155
REW" By APPR. DATE
RECOMMENDED FOR APPROVAL
BY: DATE:
DATE:
DATE:
DATE:
CITY OF"' RENT'O1�T
DEPARTMENT OF PUBLIC WORKS
i• V ms V fiii%&
pia / f/ •
i v"
SEVER PLAN
AND
PROFILE
JERICHO
PLAT
DESMMM. JJJ
DATE:
7/04
FK.E HAW:
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APPRMD: vqwe .d.l� .
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