HomeMy WebLinkAboutS-327506N
Ma
1
�y
^^1
20
P
'�f/W'4 9 �� A177 -�` "vO SCANNED OCT 2 8 2005
I
I p�I �i MIN FFE" ' A PORTIO of the S.E. 1 SECTION 4, TTOWiNSHIP 23 N , RANGE I5 E., M. S8� 19'27 ' E 15.03
c�
II4 �I NOTE'
? ` �� ALL TRENCH REI TORATION SHALL E PER THE CURET CITY
I
I I II I STA 1+05.6, 5' RT. OF RENTON TRENCH RESTORATION AND STREET OVERLAY l 10
'
I \ I
RIM: 332.ik-S E . I MIN FFE:
�IIII oI SET OVER EXIST. 8" PVC ' I DETAIL. I \ / MIN FFE: / / MIN FFE: /
C
W
p 341.0 344.0
IE: 3'F9L-3 (NEW, E)3P 22�S EE� C /j 6 334.0
I
/
(� OII I I IE: 3i3 i6 (EX., Nl 3C7 .1z 2 3 5 STA 9 SEWER MAIN) \� I' (� / STA 3 +07.5 /SEWER MAIN /
8
a
I
RECHANNEL BOTTOM P 2+
I6a " I I MIN FFE: \ I- MIN FFE MIN FE: 1 I SAN SEWER MH 3 STD. MH, 48'-) 1
L (CONTRACTOR TO CONFRM STA 3+ 4.6, 5' RT (NE 21 ST # (
'
zI 333.0 333.0. 333.0 MIN FFE pp MIN FFE: RIM: 351 oS
") \
e
[�
�� MIN FFE MIN FFE:
I II DEPTH PRIOR TO CONNECTION) SAN SEWER MH #2 (STD: MH,148
333.0 335.0 336.0 339.0 MIN FFE:
_j I STA 0 +74 STA 0 +94 ) ` RIM: 3 Y4 (8.3¢ I IE: 349$ �8" PVC, W)
L I 6" SEWER STUB STA STA STA IE: -} (8" PVC, S & I ' 348.0
/STA /
I�
w
d 1
V -I
I 3
°
J?�
6" SEWER STUB C 24.54,Le2
S PUBLIC 6° SEWER STUB 6° SEINER STUB 6 SEWER STUB IE: 3,0 (8" PVC, W) 324.5 8 STA 0 +95 1 +15
WEER WEER EWER
I 36' ®MIN. 2% 36' MIN. 2 %� EASEMEN 36' ®MIN. 2 %' / 6" SEWER STUB I 6" SEWER STUB
I I IE: 320.0 IE: 20. 36' ® MIN. 2% 36' 0 MIN. 2% STA O +15 / STA MH
I x IE: 322.8 IE: 323.4 IE: 325.6 6° SEWER STUB 36' 0 MIN. 2% 36' ® MIN. 2%
fjAS1
r
+95 STA 2 +15/ 6" SEWER TUB
x IE: 330.6 k IE: 3 1.4 x x x 36' ®MIN. 2% x S�A 2 +95 EWER STUB 6" SEWER STUB 26' ®MIN 2%
- - - - - IE: 328.5 /- 6 B /
26' ®MINX 2% 26' ® {N. 2% SEWERS IE: 340.5
s
Qi
- - - - -
-- r--- - - - - -- -- �- - - _{ - - - - a - + - - - - M
- - -
- - - - -� -- - - - - -- --------- - - - - -- -- / IF: 335.1 IE: 36.0 //��6' 0 MIN. 2%
/
Q,
tte�e
rn
I C
I I 5' SIDEWALK 5' SIDEWALK I ` AS- BUIt_rsr g /IE: 339.9
I\ I I
�-
F_
^1 I.001
v�r o -J - - -- - --
Y I 2 0 / 0 NE' 21 th , Sl . -� -- - -_ -- - -- - - - -- -- - --
u C
- 3-
- -- - - - 00 5 00 5 +26.57 <
I / 1\\ ES T
1
_ 30 5'- 8" PVC 0 46+5% p _Q
I @ 2.(0$
PRIVATE 10' E MT
w
��
13' ESMT-
/ ss� \ ROAD E EMEN_T
R III I
j`}3�i
�II��l,1.
I 5' SIDEWALK I S' SIDEWALK - � - - -
\ 26 P�1 LIC SEWER
III I I - - -� - -- - �1
=1 - - - - \
I L_ EASEMENT
-� - - - -1 9� /
I LII I
a
O o
I
\�.
- -
rr �� 1 X .
\
I I? I 6„ STA 0 +82 STA 1 +89 STA 209 \ 1 / \/ S A MH
4I 6" SEWER STCI�� STA I I / I STA +99 h
�/
o
"6 \ 6° SEWER STUB F STA 0 +77 STA 2 +0 SEWEt STUB
X. PAVEMENT MIN. 2% 6 SEWER STUB 6" SEWER ST�I B 6" SEWER $/fU8 a --- 6" SEWER STUB /
I\ 26' N. 2 I ( STUB PUBLIC
6" 3
�5
X
-'D PAT PER CITY ° 6' 0 MIN. 2% to 6" SEWER 5' \ 6' ® MIN. 2%
o STA DARDS IE: 319.7 26' 0 MIN. 2% \ 26' PUBLI SEWER 26' ®MIN. 2% I
IE: 323:3 //
7 L I IE: 320.d IE: 3238 \ I W I S�MENT IE: ®MIN. 2% IE: 330.4/ EAS /E�1ENT / \ / o E6 ®Zi6.8 2% IE: 340.5
c_T � I � \ �,y IE: 329.3 /
I �1 ° I , 13
\ � n \
\ /
L 6 I 2 - 2. 342.OFE:
°
30 III I I I IN FFE I I MIN FFE EMT I I / /
m
\
I 12 " 2 9 333.0 17. ' 7.5' 1 333.0 MIN FFE I I \ MIN FFE:
MIN FFE: 333.0 \ I
/ / I
c
= ".I o
o
I
I
II 333.0 15. PRIVATE .� I 1 1 338.0E I I MIN FF .
I DRAINAGE I I oyl I I �3 I I / / 350.0
III I / EASEMENT I I / STA 1 +06 SEWER MAIN I \ \ G� / / I ilM
III OLE I
I CLEAN RIM: 334A ✓H (STD. MH, 48 ")�I ® w \ \ CLEAN ` / I I STA 1 +12 (SEWER MAIN)
I RIM 332.94
OUT / - \ / - 1 421.0' STA 6 +36, RT GL W00 AVE)
I 18" PVC IE 31 I E IE. 336.B-E8" P C, N) 325•TZ I I Q I \ OUT / / I I n
III I IE 317r 9 E ( / > i SAN MH #5 (STD. M 48 ")
e
3
I B" PVC I #SE11E ,
I III 8" PVC IE 31� N I I I \ I / / I I o PoM:
a "3P$ S) I
I - B .
/
Ca 10
_ _ - - - -�- - � - - -- - / MIN FFE: AS -BuILr I
/ STA 1 +0
/
J - - - - I I / 343.0 � 11 (T[f� n I 34 .OFE:
/ / I I �i r I 6" SEWS STUB
II
e
I
_
Sanitar sewer STA 0 +96 I I
L I I I IE: 33 .7
clean 0 t 3 0 -- / / s" SEWER STUB I _
�� 7TeH I STA MH / �( Ja I
_ STA MH 26' ® IN. 2%
6" SEWER STUB 6" SEWER STUB IE: 3 8.4 I STA +94
e
6 SEWER STUB
I 1 \ -36� -MINA% - J 13' 0 MIN. 2% STA MH 6" EWER STUB
87' 0 MIN. 2% 6" SEWER STUB 36' 0 MIN. 2%
IE: 326.7 IE: 326.3
'rD IE: 327.7 / STA 0 +78 o IE: 338.6
�J N I E ' 3/ 2% / 6" SEWER STUB}, I I
i
I
II} 27
{ III D R A N- -AGE - _ 26'I ®MIN. 2% I 16
ti Z / / IE: 338.2 I I I 5' PUBLIC MIN FFE:
IIri \ / EASEMENT EE.
L % E ` 3I /2 35 .0 IN .F
II I \ ( � 520
W MIN FFE: MIN FFE: MIN FFE MIN /
RIM 34.53
334.0 336.0 I I MIN FFE:
334.0 334:0
I
Water
anh ol ° °I S 0 +36
.
LINE 6 SEWER STUB
D_
o
I
E, ® MIN.
- - -- -- _ - - / \
30.01 'c� I - - - - - - - -- - _ -�--38.
a
I m
I m
1 EX SANITARY SEWER MANH9L� � ._ ._ _ ____ _ -- . - -_ -. _ - -
4' cyclone fence
VIII L Y - -- N8J 1 6' IA 0 NEW +5 D �a a T 8 A
I _�% C H- Q STA 7+85 ®EXIST. CLEAN OUT ag. + I
v L SET OVER EXIST. 8" PVC-_'
3 / .b
i Shed I I
w
F
o
I
P wer P E
I Overhang d \ Building
i \\
S with tr former
EIM:�3� (NEW, N) 335,2( Sewer
FRAME li i
Irl
(n
MANHOLE AND COVER _
VIII I B" SEE DRAWING BR29 NOTES: I IE: 837.82 (EX., S) 335.3( I
25 CONTRACTOR TO CONFIRM I I I I Stub
m
I
' 12" MAX ADJUSTMENT (4 MIN.) 1. STEPS OR BE 3/L. 0 DEFORMED BAR GALVANIZED SAFETY I
III lAI 1 I" CONE 2. STTPS'ARE:TOBEIN PLACE BEFORE MANHOLE SECTIONS DEPTH SSCO
_j 21 ARE INSTALLED:
_
LIII I .r, 3. CASTING TO BE PER DRAWING BR29.
a'Y RU BBER- GASKETEO JOINTS 4.- MANHOLE SECTIONS TO BE OF REINFORCED PRECAST I II I
ll IN ACCORDANCE WITH ASTM C -443 CONCRETE EXISTING FIRE s9 11
JyII�
4" MIN. 5. ALL JOINTS SHALL BE GROUTED AS -BUILT HYDRANT Ia9 rb
STEPS 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL .INTERIOR
STEPS SHALL BE INCLUDED SURFACES INCLUDING CHANNELING COATED (SEALED) pp= ® C E I L: RN' �/y� A . f p
L O 6 -1/2" CONCRETE RISER BY PIPE INC., WASSERHMC- CONSEAL OR APPROVED EQUAL: J JqF rvR 1 I�A�✓ SV1�`1 "16�D, �ILaM.R� RMANE COATING,
^S
GF , 4 AS=c . Tlz) /010
7' MIN. OR APPROVED EQUAL COLOR GASKETING SHALL BE WHITE ,P AF, HNC F
48" 7. WITBHBEBTGMASCK JOINTS SHALL BE IN CONFORMANCE RECOMMENDED FOR APPROVAL yP. ro
Z
O
V)
I
CHANNEL HEIGHT SHALL BE
-. ,� 20 0 10 20 40 80
II a DIAMETER OF THE LARGEST PIPEINIMUM OF 3/4 THE INSIDE m C I TY O F' Ft E N T O N
III MAX. PIPE SIZE - 21" I.D. 9• CONNECTIONS TO MANHCLE SHALL BE MADE USING GPK -
12" (TYP) ADAPTOR, KOR -N -SEAL BGOTS OR APPROVED EQUAL J� - -- __. _. DEPARTMENT OF PUBLIC WORKS
I D
>
EXI3TIN
HYqRAN
LADDER -STD. ALUMINUM BY: /X DATE: t7�% ,� 'Yi3 �tv LUA �4 -��9
FRE II
I I OR GALVANIZED STEEL FS �ECISTER�G \�
1
I CONCRETE SHELF `S /RNAL Ea -. ( IN FEET) SEWER P1JE12Y
III BY: DATE: , inch = 20 ft. ENGINEER:
°w�u�l m�
PRECAST BASE SECTION JAEGER ENGINEERING KENNYDALE COURT PLAT
III OR CAST IN SHELF. EXPIRES. 3 1 2006
III 6" MIN I. BY: DATE: 1. PER CITY REVIEW 8 -12 -05 9419 South 204th Place DESIGNED: JJJ DATE: 6/20/05 FILE NAME
III 6 MIN (TYP) SAWARY NL4NHD E TYPICAL DETAIL. - Kent, WA. 98031 DRAWN: JJJ
Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1-=20' FIELD BOOK: PAGE:
III � '' NO. BY: DATE:
O
z
SANITARY MANHOLE TYPICAL DETAIL
APPROVED: SHEET: OF; 4_
NOT TO SCALE NO. REVISION BY APPR. DATE Fax NO. (253) 850-0155 4- 1
20
P
'�f/W'4 9 �� A177 -�` "vO SCANNED OCT 2 8 2005