HomeMy WebLinkAboutS-3376011 J
�z
MANHOLE FRAME AND COVER 'A PJRTION of the N.W. & .E. 1 f 4,- SECT ®N 15, TOWNS IP 23 N., R,�N E 5 E., W.M. I ''.... 6-`A,; STUB 1 -..�'
SEE DRAWING BR29 NOTES: , 1 1 105` MIN- 2% MIN FFE:`�6
ADJUSTMENT (a MIN.) 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY jn} MIN FFE: MIN FFE. IE: 394.8 399 -0
STEPS OR EQUAL �,IN FFE-9 1 V 1 1 399.0 1 398.5 MIN FFE: CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 9.5 MIN. 30' MIN FFE:
ARE INSTALLED. MIN FFE STA 0+32 (SEWER MAIN) 398.5
RUBBER GASKEItD JOINTS 3. CASTING TO BE PER DRAWING BR29. _ STIR 2+30 I 399,0 BETWEEN STA 2+34 (SEt')ER{MAIN 399.0 I' STA 12+67, 5' RT. (3rd PL) I 12' 1 '�
4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST SIDE SEWERS rSTA 12109.7, 36:5 LT (ELMA}
STD MH AS H
IN ACCORDANCE WITH ASTM C -443 CONCRETE. ; 6 SEWER STUB MID) SAN SEWER MH #1�,,(STD MH -48) SAN SEWER MH #9 ( I .-I „ , ...
n 4° MN. 5. ALL JOINTS SHALL BE GROUTED. 1 77' MIN. 2% I STA MH RIM: 402.00 �1 STA MH RIM: 400.76 MIN FFE:
^M STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR '-IE =95.4 6° SEWER STUB IE: 393.88 ($° PV 3} OUT 6" SEWER STU9 IE: 393.44 (8" PVC, SE} OUT 0� I 20' I 399.0 LO STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) DO 26 0 MIN. 2% I 38' 0 MIN. 2% STA 0+37 EA ENT I -
6- 1/2 "-{ WITH A HIGH SOLIDS URETHANE COATING; r; IE: 3945 STA MH IE: 394.3 6" SEWER STUB \ STA MH 1 1, STA 0+20'
.�, CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL; } 6" SEWER STUB - - - - - 35' ® MIN. 2% \` 6" SEWER STUB 6' SEWER STUB
7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. y, �-
W e 14' ® MIN. 2% IE:�9�0
ng" 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE v ¢ !E: 394.3 -� 30' ®MiN. 2% I 75' ®MIN. 2%
WITH ASTM C -443. O 2 IE: 393.0 4E: 394.3
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE CD N 2 / SIDEWA / __
W DIAMETER OF THE LARGEST PIPE. CO i 1'
-may i 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 0
MAX. PIPE SIZE - 21" I.D. �--1 _ Q / \ I r -
12- (TYP) ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. CU I /
d LADDER -STD. ALUMINUM ?2 +50.27 13 +00 13+15.79
OR GALVANIZED STEEL O ` -
�j Rn 20' PRIV. ROAD &�
CONCRETE SHELF I \ i PT N 9 °09' 15 "W pC Q S??/ OS
PUBLIC WATER ESMT. MIN FFE
STA 2+15 , T 66 - 8 PVC ®0.50% C\ 7,8 N•S�B`�(p 398.5
1% PRECAST BASE
SHELF- 6" SEWER STUB NE 3r PL E IF- 393.8 "`•� \-
26' ®MIN. 27 STA 1 +82 SEWER, MAIN
��p w 6" MAIN. �w� +�pv MANHOLE �1py MAIL MIN F : IE: 394.4 S /DfwA� OAL TA 13+86.5, 2' RT (ELMA)
Y 6" MIN. (TYP) ►7hL711AR MANHO .r. s llii AIL , / �,� / � - - - - - - RIM: SEWER 3 MH�7(S1d MH -48'}
/ STA W STA 0+2 \ O \ IE: 392.67 ($° PVC, S� OUT
/ 6° SEWER STUB s
SANITARY MANHOLE TYPICAL DETAIL DETAM NO BR2$ ` , - - - s WEIR TUB o9 11E 3sz.n ($: PVC, N IN
l 30' ®MIN. 2% We IN.
N NOT TO SCALE ( / IE: 394.1 IE: 3917 1 t
EXISTING WELL TO BE STA 0 +47 SEWER M IN
I it I I II ly - 1+45 STA 13 +36.9, 2' RT. 3rd PL
Is CONNECT TO EXIST. CURB, GUTTER & O \- ' ABANDONED PER DOE ) MIN FFE
a I 1 II 3 O �/ + I STANDARDS. SUBMIT R PORT SAN SEWER MH #8 (To MH- ) 398.5
C CATCH BA IN C I� SIDEWALK- MATCH GRADES / 4
A RIM 406. 03 m II :( I RIM: 400.29 I" a i
STA 1+50 a TO CITY INSPECTOR. 5 PUBLJC SIDEWALK
` " SEWER gig I IE: 393.01 (8" PVC, S) OUT I & UTILITY EASEMENT
12" ADS 4 3. 16 IE x i��� "0-9 =15 W 204. 0 ' \ FFE: 26' 0 MIN. 2% IE: 393.11 (8" PVC, W)�IN 3
12" ADS I AIh 3. 8 TE 21+ __ss _
N I� - P - x x \ 399. E 394.2 I +5 PT. I MIN FFE:
x e -x -1 I 13 399.0 Its
W �l II i 10' PRIVATE DRAINAGE I Iv, I STA 1+50
n H ° �-- Iy II la I j - - - -� - I EASEMENT ' I o I &UTILITY EASEMENT //� (/� 6" SEWER STUB
5' PUBLIC SIDEWALK
9 ® I �. C- 2 I I E5 93.7.2%
[, Y
Cj' 3 /V I� I II 1W ¢ I I , PO 5' PUBLIC SIDEWALK & �TILI T Y -�) Q ®o 0 I MIN FFE: I o I - -
f I II z o ( !/ I I I EASEMENT I w > m I % I 398.5 ® Y
I�� I; ► 1 I �N a >
d \ n. I 10' PRIVATE DRAINAGE STA 1 +20 o w I I a
~ o Z I I W b Iw m I EASEMENT I 6" S R STUB 00 z° N - m o 16T SEWER STUB
III �" o t` o ofl �% MIN FFE 26' MIN. 2% I I dt - -
w III o I� I� 398.5 IE: 3 3.8 I n o I - i I iv m 135 ®MIN. 2% MIN FFE:
S I' N+ a \ m N I IE: 393.3
cN III I r• 4' LANDSCAPE EASEMENT 10' PRIVATE DRAINAGE o I T W I i I 10°
�\ I E SE ENT � I � z I
c
�< III pb -- _ I 21
a Q II 1 MIN FFE: MW FFE: I
I III a 400.0 00 I 400.0 I I MIN FFE: I
MIN FFE: I 5 a -
400.0
MIN FFE: I I I 3/ I PO STA 1 +22 (SEWER MAIN I n I OO
! I I I IO I' I 399 .0.0 I / q- MI
FFE STA 6+24,\ 5 RT. 2nd PL o PUBLIC SIDEW LK
Q m STA 1 +77, 5'E 'T E�2nd P) I I I I 39 5 SAN SEWS MH #4 (S -48" I �°f, &UTILITY EASE ENT
I RELOCATE EXIST. I L/ PT. RIM: 401.9 ,
EX. CATC I BASI L POWER' OLE SAN SEWER Mrl #6 (STD MH 48 °) MIN FFE: STA 0+53 I / 1
RIM 406. Q Ii RIM: 404.39 398.5 6" SEWER TUB \ I \ I ( 0
12" ADS 4�2.�3 9 IE I 't � I I I I b 5' PUE�C SIDE LK IE: 391.66 (a8" PVC, W &0) IN /
IE 394.06 (8° PVC, E) OUP_ \I / I 2E6' 9317N. I ppp UTILITY EASEM T I / ` I I
12" ADS 402. IN' IE STA MH _1jo0 STA +17 �F f'°° -- \ MIN FFE:
I .t I 6" SEWER STUB STA 2+27 FIR STUB I I / STA /�EWI 47 STA 0+ 398.0
12" ADS 402.I� IE I I I 6° SEWER STUB I 1 +14
', I 36' ®MIN. 2% 6° SEWER STUB 36' MIN. 2% 6' ®MIN. 2% I \ 6" SE�STUB I
P \ IF- 395.2 36' ® MIN. 2% IE: 394.7 / IE: 394.6 36' ®MIN. 2% 0*_ -W N. E 35' 0 9w.2 IN STUB I
IE: 395.1 ( 5' PU SIDEWA & u-n IE: 1
E ASEM
O I \ IE: 393.2 / =
$ m �1
sr
- - -- - - - - -1 I
e EX. SEWER MANHOLE
In
SIDEWAI SI EWALK
5 RIM 405.79 w \
8" PVC S 395.01 IE y9��
8" PVC W 394. 2 IE/ E
PVC N 394. 7 IH +OD NE d.�L
- i - - `` S89'15'45 "E °o a ym PC � PC 7 +0
$ �I �\ 00 270'- 8" VC~ 3 +00 -4 a �� 4+00 X55.22 m 2' -43 = -� - - 6+07.05 + ® 6+52.38 S 9'15'45 "E
<I ` 0 0 170'- 8" PVC ® ,50 PT
s +ss.ss ® 0.50%
r� }' \\ m 887 °23'2 'E
c0
/r INI 17 SIDEWALK
- - - - - - -
_5' PL BLIC
& U DTY- SEASEWE E ALK
Site nchmark No. 1 / TA 1+58 - - - - - - - - - -
Elevation: 40.97 f t. I S A MH STA 2+ 1 STA 1 +21 STA �9 STA 0 +6� �2'P ST05
a , 6" SEWER STUB 26' ®WMI'.S2 %B 6T SEWER B 6" SEWER STUB I 6" SEWER STUB 6T SEWER STUB I 26' 2��_ 6" SEWER�SiU6 6" SEWER STUB
AALL1 6" SEWER STUB
I OD 13 ® MIN. 2% IE: 394.6 26' ® MIN. 2% I 26' ®MIN. 2% I I E: - / p� 26' ® MIN. 2% 26' ® MIN. 2%
!E 395.0 26' ®MIN. 2 IE: 394.1 IE: 393.7 26' ®MIN. 2% I STA +70 SEWER M ) IE: 3931T -- I E: 392.9 E1 93.0 2%
g W '�4r IE: 394.2 I I I STA 4+ PL)
t3 IE: 393.5
II vWil� I I I I SR MN SWE 6 MH #5 (STD M
° °F°_ I �' ICU 33 I / , I I 30 398 2 I IE: 392.61 (8° PVC, E) OUT
m I I II < I - \ 400.0E 400: FFE 1 399.0 2 398.5 I IE: 392.71 (8" PVC, W & N) IN ^ 2 5 I Q /
I , ji MIN FFE: /� (�^j U MIN
CU \ / I MIN FFE. w / / 2 MIN FFE: MIN FFE: /
M I m (� \ j / MIN F E: I 399.0 I ¢ I �_�.00 2- / - MIN FFE: 398.0 398.0
11�I II ,8 I �, I P,F�F Q I 398.sFE: I 398.0 �40�
NOTE: ( I P` �,, I �I
II I c°n ALL TRENCH RESTORATION SHALL BE PER HE CURRENT CITY _j z I I
II ml a �-4' LANDSCAPE EASEM NT I OF RENTON TRENCH RESTORATION AND S REET OVERLAY a- N I LUA 06-05i
z I fO I STA 18+78 DETAIL. I �� It InWI CITY C3 ]Er REN'rCJN I
p I I / �21VAL ENG O
U R &SIDEWALK I RECOMMENDED FOR APPROVAL DEPARTMENT OF PUBLIC WORKS
wI lNST ASPHAL7 TRANSITION IXPIRES: 31 2008
P 20 I o 10 20 40 ��j,�
EX. SEWER MAMH01!E I
RIM 401.54 ENGINEER: BY: DATE: SEWER PLAN
8" PVC N 5I.74I IE X16 ±70.0, _ JAEGER ENGINEERING = i M NU SEN PLAT
AG S P
JP.L I"- x 1 inch 20' ft
1
_ _ _ _ _ _ _ 3' cyclone_ fe Cn e_ _ _ _ _ _ _ _ x 9419 South 204th Place DATE:
JJJ DATE: 11/2/06 - FILE NAME:
® ( )
- - - - - 1. PER CITY REVIEW 1 -12 -07
I X. Kent, WA. 98031 BY: DATE: DESIGNED: i L I MB 2. MOVED POND LOTS 6 -1 -07 DRAWN:
HECK JJJ
Phone No. 253 850 -0934
!! MB' "+ CHECKED: JJJ scALE: 1 " -ZO' FIELD BOOK: PAS'
1,51 1 BY. DATE' SHEET: OF:
z 17 Fax No. (253) 850 -0155 APPROVED: rJ 16
N0. REVISION BY APPR. DP.TE
_0 . ®' ;