HomeMy WebLinkAboutS-316301PORTION OF THE NW 114 OF THE SE 114 OF
MP SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M
CD
CD
cli v m CITY OF REN TON, S TA TE OF WASHINGTON
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S88 -1 4'32"E
357.80' 7488 °14'32 "W
37.78' S
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0 55 - - - -
.90' ( ' TOP OF BANK 30' SS EASEMENT I I�-
F° LEI N (TYP) fn
� \� � � � \ �' � REC. #8501 30452
®W 2�s TROT A
/2� (/) L o T 3 S F ^' �` EX 12" DIA DRISCOPIP
V l i-- - - - - �� \ \ C 9 V V F>E) ABOU"' OFWCOVER. TE `W1RE,
T- 2 +49.77 -SS LINE I MIN. BENDING RADIUS IS 35�PMES CONTRACTOR TO P07HOLE I I
SSMH 3 -54 "0 SHALLOW zo 174E DIA�IF,TER. VERT OR HORN. BEFORE 14J2,RUCAON. SEE
C? j S C.O.R. 5 -14 & 5- 202921
W 1 O 14.24' I R1M= 356.00 I xs MIN RAD =35x10 (OD) -350 %12 =1�9' _ I I -{ +62.86
z -� O 1E =350.10 -IN -W A - _
0 ((Q J P•) I 1E- 350.00 - OUT -SE A o °s: \ TOP SS -34�? 45,
zo - O r \ / SD 1E- 343.55 _ - - 3+
Of I I
- ^ EX HOUSE TO REMAIN I
L I FF =354.0 _ _
EX HOUSE _3132 OUTFALL LINE I I I
o -I (1662 S.F.)
_ FF =354.60 T �
SSMH- CO#
1 -8 "0 m 1 +722 +00 151 T(SS) RIM- 295.0 20.71 - - 6" SS STUB, S =2% ,
-15 URLITY E,dSEMENT /E= 289.2 -8' HDPE I
- 3 +17- 15'LT(51S) I 15LF 6" SRVC. N; 5' E`,-, ER SIDE OF I
N \ 6 SS STUB, IS= 9,' I E =346.5 o EIPE CENTERLINE 3 +35 ' OUTFALL Ll \
15LF 6" SRVO. L _ _ _ _ _BSBL / \ SS- COAINEC77ON
tai O 4 ,�', - CAP END MART _ \ 1 /E= 349.60 I - - \ 201LF' 8" ID DRISCOPIPE WITH SADDLE AND TAP E:, 12"
tsi :' ? FOR FU TU E 92 c� ANCHORS AT 30' MAX. SPACING. SEE HDPE SEWER !'!PE \ \
Z W N EXTENSIO \ 3 i INSTALLATION DETAILS` 1E= 288.51 -12 °HDPE
(9 Q N IE= 351.53 8" 8�1r \\ �'
Z ° ° - - -' 4� I 1 +78 -6RT SS
° c S. \ 6" SS STUB, S�2%\
_ 2+30.25 -15 <SSS) �V ��Q ° \ \�
6 -LF 6" SRVC.
Z 6" SS STUQ I 1E= 346.00 ` \
15LF 6" S 1/C \ \ �\ \
O y o 1E =360. \ \ \ ' A 1 \
FF=353.20
h / EX HOUSE
i 373.0
y
F365.0
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1 +33 u+ ' - 1'' \ 1
1 +33 -22' LT OUTFALL
DRAINFILED O -
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SSMH #1 -48 "
#9108269012, -
_ .
1E= 34'8.63 - OUT -NE
O \
\\ o w` 3
W /MANHOLE CONNECTIONS
06 l
Or 4 �
� j
PER DETAILS THIS SHT & 9
l
I
R I O
N= 5243 39
I R
32.00'
I \ N
E= 5016.'50
93.65' N8 .'09'40 "W PT 2 +2 -
-"
I 3
35 \
\
TOP OF BANK
TYP
EX ACCESS & UTILITIES I
O
II
9205131423
08269012 & R. O. S. I I o I @
O 360 I R= 360.00
EX SS H (DROP MH) I Tan 26.035
RIM EL = 372.06' 10' Delta= 0822'19"
INV EL = 367.06 8" CONC IN
N E 7th P L CV EL = 361.66' 8" TO FIELD OUT � I "
CEVERIFY
CONTRACTOR 77NG MANHOLE 00 3'I 13,1 i Loj
INVERT ELEVATIONS. ` O
EP - - _ N EX SSMH
6 +00 PER W1 Y s N 5037.881 3 +00 -9Rr NE 17TH PL.
NO. -S -113'
3 PLAT) E 5166.027 EX SSMH -48" //8 DROP MH
z MEAS) 5 +00 - - �� STA 6 +33.20 SS LINE
o
0 /` I RIM EL= 360.57
N 5075.088 IE= 353.77 87CONC IN,NW, EX
E 5053244�OG IE= 344.57 8 "CONC OUT SE, EX.
IE= 346.96 8" IIN NEW NW
DROP CONNEC /�t1N
- -- \ NNEL H
RE-
v R�35.00 \ \
a Ton = 113.66
Delto= 3728'55 "'\
6 � \
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
6 +00 PER W1 Y s N 5037.881 3 +00 -9Rr NE 17TH PL.
NO. -S -113'
3 PLAT) E 5166.027 EX SSMH -48" //8 DROP MH
z MEAS) 5 +00 - - �� STA 6 +33.20 SS LINE
o
0 /` I RIM EL= 360.57
N 5075.088 IE= 353.77 87CONC IN,NW, EX
E 5053244�OG IE= 344.57 8 "CONC OUT SE, EX.
IE= 346.96 8" IIN NEW NW
DROP CONNEC /�t1N
- -- \ NNEL H
RE-
v R�35.00 \ \
a Ton = 113.66
Delto= 3728'55 "'\
6 � \
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
ol 1 0 f K
I Lm ' .: 's
Rm
OW
MOLDED STUB END-- I I ----WALL
DRISCO PIPE HOPE SPOOL OR
METAL SPOOL GROOVED INTO WALL
METAL FLANGE BOLTED TO -f
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION
NTS
48' MANHOLE
A MOLDED
4"
DRISCOPIPE 45'
I _.
PLACE 1 C.Y. CONCRETE J BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
MAX. 18° OVEREXCAVATION
ON ANCHOR SIDE
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1"
is--1316301
SLIP ON
METAL FLANGE ,( /
AAX. 18" OVEREXCAVATION
)N ANCHOR SIDE
PLAN VIEW
1
J
W
z
U
NOTE:
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH
NTS
RECOMMENDED
FOR APPROVAL
o��oRWA BYf ATE
I
BY DATE 7&/&
6470 �� BY DATE
SSIONAL BY D A T E
EXPIRES 6/22/05
BY DATE
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I
I I . SCANNED OCT 0 8
0 v
1 71915SIT.DWG I