HomeMy WebLinkAboutWWP2703376.1W 6„ MIN.
6" MIN. {TYP)
APORTION of the N°W° &.E. 1 /4, SECT ON 15, TOWNS IP 23 N°, RANI E 5 E., W.M° � 6SA 0+23
T SEWER STUB15
�
105' Q MIN. 2% MIN FIFE:
MIN rFE: MIN FFE: �- IE: 394.8 399.0
0121 _
\,MIN FFE: 11 399.0 398.5 -
99 5 MIN FFE: MIN. 30' MIN
FFE: I STA 0+32 SEWER MAIN ` 398 FFE: ,
BETWEEN STA 12+0 (SEWER MAIN STA 12+67, 5 RT. (3rd PL) 12' ..
STA 2+30 I 399.0 SIDE SEWERS STA 12+09.7, 36:v LT (ELMA)
CT) f 6" SEWER STUB SAN SEWER MH #9 STD MH I} ASH LT �`
(TYP) SAN SEWER MH #11�, (STD MH-48) RIM: 4ee-r76 4-00.5� -_ 1'' MIN FFE:
1 6
77' ®MIN. 2% STA MH RIM: AD( •841 STA MH
4E:_395.4 6" SEWER STUB 393% IE: 393�8 8" PV OUT 6" SEWER STUB IE: 393a4 ,(8" PVC, -$E) OUT i 20 `,} 399.0
OfJ I -'�' `-now] 26' ®MIN. 2% !r = 343.7�b�¢,'' P� 1Al !N 38' C� MIN. 2% 313' 17 STA 0+37 EA E ENT'
�-+ C 0' IE: 394.5 STA MH ? 6" SEWER STUB STA MH
`7 " IE: 394.3 '• STA 0+20"
le 3�c1.5 3 - g -� 6 SEWER STUB 35' ® MIN. 2%
C r- 14' 0 MIN. 2% � - - - - _ 6 � SEWER STUB 6" SEWER STUB
-� I E: -3 9-
`.., 30 ® MIN. 2% 75 ® MIN. 2%
0 j 99/ IE: 394.3
'� SIDEWALK' IE: 393.0 ,_}E: 394.3
o Q / CO 1
12+50.27
® 13+00 13+1 .79
20' PRIV. ROAD & PT '` N 9 °09' 15"W PC
7
{n PUBLIC WATER ESMT. Q� ST 0+05? MIN FFE:
66 - 8 PVC ® 0.507*✓• SEWER STUB 398.5
STA 2+15 NE 3r PL E srr 38' @ MIN. 2%
I 6 SEWER STUB IE: 393.8
26' CAD MIN. 2% Sip STA 1+82 SEWED MAIN
i MIN FFE: IE: 394.4 �` Ewq�
K ,o TA 13+86.5, 2' RT (ELMA)
399.0
'� r----, � ..�- ---- - - - - -�-t- - •-..� � SAN SEWER MH#7(S-D MH-48")
RIM:-488--3- 400. -0I `
�� 6T S WER STUB /A MH� SifA 0_r I o , IE: 392.fi7 (8" PVC, S) OUT 3
SANITARY MANHOLE TYPICAL DETAIL DETAE. NC). BR?� O, �' -{- - - - 6-SITWER ,STUB ,IE: �(s: PVC, Ni�li) IN
�` . 30 ® MIN. 2% We' _ '� 0
NOT TO SCALE t - �i ' S - --
I - 25 - C� M I N.9 0
1,1_4�� IE: 394.1 IE: 393.7 i
_. 7 (SEWER MAIN
_..,. _�_ �_-_ STA 0+4 E A
+45 1 -��� _- f �� EXISTING WELL TO BE STA 13+36.9, 2' RT. " 3rd PL)
I I II 11 I qt I CONNECT TO EXIST. CURB, GUTTER & Q �. N ABANDONED PER DOE o� MIN FF:
3 SIDEWALK. MATCH GRADES ` + 'l STANDARDS. SUBMIT R PORT SAN SEWER MH #8 (STD MH-4 ") + 398.5
CATCH BA IN I! 1a,, I oo, rz.
I 7STA 1+50 TO CITY INSPECTOR. RIM: ��9- 4 ,
RIM 406,913 II %! ( 5 PUBLIC SIDEWALK
34 IE: 33:64 (8" PVC, SE) OUT I ' & UTILITY EASEMENT
2
12 ADS 4 3. 16 IE _}�-_,,f' x I r - $ 9 ° 0 -_� 15 " W ,- `2 0 4 . 0 _--
� "SEWER STUB '�
IE: (8" PVC, W)I; IN
12' ADS 14p3,1118 IE 2� _5s _ w �� MW FFE: 6 ®MIN. 2% IGH PT. 3qz 3
X .�. _ _X 399.0 _.394.2 �` 23399.0 E
✓IE• 1 +5 MIN FF i
II -� -- ____�
f x ,�- --� �� STA 1+50
0o ( (� �� 10�' PRIVATE DRAINAGE -'�� 4 ( 6" SEWER STUB
�-- V I a �.. "� _ v _ I - EASEMENT �, 5 PUBLIC SIDEWALK ;� ego ° 35' ® MIN. 2%
a I I I Y� - -� w &UTILITY EASEMENT r� 0" NE: `� �� 393.7
2I Irr 5 PUBLIC SIDEWALK & TILITY QMIN
r w _ �, �/ EASEMENT ca `� ( �398.5FE. i
.n I tt) I z o , I ` w } Ell
a J v
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EASEMENT o � 6T SEWER STUB
o �`� 19
0 �. �,i MfN FFE: 26' MIN. 2% I -.
m I I III N I o ` 398.5 IE: 3 3.8 N o I j.. ( iv ao 135� ® MIN. 2% MIN FFE:
398.5
�, III , I LANDSCAPE E ASEMENT 10' PRIVATE DRAINAGE p �T
E cn C 2 3E,�,SEMENT
F
FL MIN FFE: MIN FFE: Y `.
I I 400.0 O 400.0 - I MIN FFE:
I I I 4 O.OFE: 1 D4
- , (i 398.E
II 18 3 ,,t O ( �1
I I
MIN FFE:,b` STA 1+22(SEWER MAIN)
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I I r24 , o
STA 2+70 SEWERI MAIN
5 MI ' FFE: " o
~ Q `� RELOCATE EXIST. STA 1+77, 5' RT E 2nd P) + f >_/o PT. % 39 5 RIM: 40R1. 82 (S -48 ��+ ; ` &UTILITY EASEMENT
'� EX. CATCHI BSI`s ; t�; SAN SEWER MH STD MH 48" MIN FFE: STA 0+53 I i " ;
POWER !POLE ( ) t, ,
RIM 406, Q RIM: 404.-5 • .55 398.5 6" SEWER TUB \ IE: (8" PVC, } OPT 391.�F t20
12" ADS 14�2. }39 IE I% l " i 4, ` 5 PUBLIC SIDE LK IE: 391, (8 PV W IN `,
12 " ADS 402 . Ip IE: T.�94.-86 ($ PVC, E) OUTi 1 ;" , 26 @ MIN. % •c�z
UTILITY EASEMENT 398.0
6 IE STA t H 343.51 `7--•- _1+ t STA ,1+17 IE: 393.7 E : 3q •4 (�,"�tG MIN FFE:
12 " ADS 402 . R7 IE 6" SEWER STUB I STA 2+27 6" SEWER STUB -:DER _STUB ` \�' ' ff 1+14 STA +47 STA 0+8
�! I , 36 MIN. 2% 6 SEWER STUB 36' ® MIN. 2% �36 CAD MIN. 2% ;�z,, �� l 6" SE STUB 6 EWER STU "
6 SEW) R STUB
w IE: 495.2 36 ® MIN. 2% IE: 394.7 ' IE: 394.6 _ / 0#----3a C6, MIN. o I 35' UMIN. 2%
-- 3 P 36 0 MIN. o
N / w i IE: 395.1 5 PU � SIDEWAL & UTI Y
K ; IE: 393.2 IE: 3 3.1 _- IE: 39/3.2
�cn _ ? _ - EASEMENT 1 i
II'TH- I---_ �- - --- -��---
.� , - - -
EX. SEWER MANHOLE `
RIM 405.79 w
8' PVC S 395.OQ IE
8" PVC W 394.92 IE,I'� -
NE
PVC N 394. Z IE +oo
�`2z�00
In
+ I `
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2,
STEPS ARE ' TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29,
IN ACCORDANCE WITH ASTM C-443
4•
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE,
5.
ALL JOINTS SHALL BE GROUTED,
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL. HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC-CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL,
COLOR OF COATING SHALL BE WHITE,
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C- 443.
8,
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE,
MAX. PIPE SIZE - 21" L.D.
9,
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL,
LADDER -STD, ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SIDEWA 'K
i
EWALK
A_ i rl
�k
0VF..r.--«•
. ■ Im
102161/1
-4 ' -
,SS89 ' 15 ' 45 "E
4+00
�?4+55.22
00 1 I
C�
170'- 8"
PC I N
Pc
44 °1_ 6+ 7.05 + \w 0 6+52.38 SB9 ° 115 ' 45 " IE
6+55.65 4
S87 °23 ' 2; ?'E !p• S7%
VI IN 1w_ 5' P BLIC SIDEWA K % DE ALK
{ & U LI7-EASEWE -- -- ---- -- --__ -- - -- - -f` _`
A Site nchmark Na . 1
E 1 e V a 10 it : 40P.97 f t . SA MH STA 2+1 `� _ -•. f, STA 1 + 58 nn
STA ��"- :�"-SEWER STA 0+6C,-Si'R--p-55
STA 1+21 I '� � STA-0422 � �
6" SEWER STUB 6 , SEWER STUB STA 1 +86 ' ����� ������. STA 0+21 ,� `
<t 30 C� MIN. 2% \ 6 SEWER STUB f 6 SEWER STUB >� �� 26 9�1�i. 2%
6 SEWER STUB 6 SEWER STUB ' 6" SEWER STUB
< 26 C� MIN. 2% " ( 6 SEWER STUB ' , C
6 SEWER STUB 26 ® MIN. 2% ' 26 ®MIN.�2% ,a 0 1 31 MIN. 2%
� IE: 394.6 ` 26' ®MIN. 2% � �, IE:-:�= ,� 26 ®MIN. 2% �
IE. 395.0 26' ®MIN. 2 0 ; 2 26 CAD MIN. 2% '
IE: 394.1 IE: 393.7 STA' +70 SEWER MAIN) IE: 393-0 "- IE:_392.9 IE: 393.0
IE: 394.2 ` IE: 393.5 ' '
F- w --
1I cn i �_ SAN SEWER M' H �5 T. STD M4- 48"
o �' 98 # ( ) _
� I) � C11 3 �� (30 3 ��`- RIM: 401.�6- �o �
��`,, ���, j `tZ• 3 IE: 392 (8" PVC, E) OUT-
LU MIN FFE.3 29� MIN FFE: o IE: 392 74 (8" PVC W ) IN
m I I II x 400.0 �� MIN FFE: : �025
w MIN FFE: 399.0 398.5 •�E= 3 `tZ 33 Q," P tnt ( f
m 1� 400.0
Cu
I� I _ CV �� ,�' '`� MIN FFE: �'����_,, w 26 MIN FFE: % MIN FFE:
MIN FFE: \. 399.0 c� ..
r, 400.0r\ ;'' -00 _. _ _� MIN FFE: 398,0 398.0
--
13 I 18 t11 1 5 S • q C398.0
~� Q MIN FFE:
cu II .� �° oWASy,.398.5O NOTE:
gL) I _I _
w c `f' I an «-= __�- 02ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY �. y JZ uj IDS-Qc�►L.�-r ►�E2 FII:��J sc�2v Y ►3�( C ST PC)II�tTE COt-45UL-- Y
� - 4' LANDSCAPE EASEMENT ( OF RENTON TRENCH RESTORATION AND S REET OVERLAY 207 a '` S�RVE(oRS Sq►.� - Zc�DB L(�,� QFj - OJ�3
I} I 34
DETAIL. Q
z I I STA 18+78 .�
N U ,_„GUTTER & SIDEWALK
WCf) INSTALL---5"_ASPHALT TRANSITION
� ff
EX . SEWER MAHO i E 4p
RIM 401.54
8" PVC N 65174 ` IE ���---- -
P.L. V X �X
I w----------------
----------qyg one fence --
I I� 1 X-------.
1 WY.
MB, -��
z ► ?m
ENGINEER:
SS�QNAL G\ C;
w i
--
C I , _U Y ® F' R E N T ® N
��
I
RECOMMENDED FOR APPROVAL,-
DEPARTMENT OF PUBLIC WORKS
EXPIRES: 3 1 2008
20 0
10 20 40
Z�/DATE: /A?/
SEWER PLAN
BY: �-
JAEGER
ENGINEERING
MrAGNUSSEN PLAT
1 inch
= 20' ft.
BY: DATE:
9419 South 204th Ploce
1.
PER CITY REVIEW
1-12-07
DESIGNED: JJJ
DATE: 11/2/06
FILE NAME:
Kent,
WA. 98039
2.
MOVED POND LOTS
6-1-07
BY; DATE:
DRAWN: JJJ
SCALE: 1 "=20'
FIELD BOOK: PAGE:
Phone No.
(253) 850- 0934
CHECKED. JJJ
Fox No.
(253) 850- 0155
BY: DATE:
APPROVED:
DIRECTOR OF PUBLIC WORKS
SHEET: 5 OF: 16
NO.
REVISION
BY
APPR.
DATE
oI s + ' QECai '
•K