HomeMy WebLinkAboutWWP2703243.1I I Ex SANITARY SEWER MANHOLE A PORTION Q the SE. 4 SECTION 4, TOWNSHIP `��--N.a RANGE 5 E., W.M.
N Ex STORM DRAIN MANHOLE I I RIM 434.78
RIM 434.55 I > 8" PVC IE 419.546 W
6„ MANHOLE FRAME AND COVER
12" ADS IE 423.39 W I I I I 8" PVC IE 419.54 E SEE DRAWING BR29 NOTES:
12 ADS IE 422.90 E I I \ 8 PVC IE 419.50 N p R� 12" MAX • 25'-- ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
, \ 12" ADS IE 422.67 N 1 . I ` \ (� �A- � � STEPS OR EQUAL.
-7 CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
w r \ \�j1 21"
valves Q p ARE INSTALLED.
Ave0 15 I I N00°05'32"E 639.88' RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
Redmond Ao -� �' �" �" �'�"�"' "' -" . IN ACCORDANCE WITH ASTM C-443 4• CONCRETEMANHOLE .
TO BE OF REINFORCED PRECAST
+ % 4" MIN. 5. ALL JOINTS SHALL BE GROUTED.
P 90.0' \ 80.0' 50.0' 50.0'
Northeast `I I / STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
I I / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6" PVC SDR \ I T�-'�/ / WITH A HIGH SOLIDS URETHANE COATING;
6-1 /2 --I
35 SIDE SEWER s I \ CONCRETE RISER BY PIPE INC., WASSER MC-CONSEAL OR APPROVED EQUAL;
a / 7 IN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
\ 1 @ MIN. 2% 1 o I I 48" 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
� `_ I
CONNECT NEW 6 SIDE o w \ SLOPE (TYP) � r I I WITH ASTM C-443.
SEWER TO EXIST MAIN C� a '`` - �_ I I s 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
TA 1+25 I DIAMETER OF THE LARGEST PIPE.
V E'�! STA 1+25\� W I a p\ 6" SEWER STUB @ MIN. 2% MIN gFE: I MAX. PIPE SIZE - 21" I.D. 9- CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
3 � 10 p 431. O I / 12" (T�') ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
Q EX. PAVEMENT z IE: 426.0 6 �+, �- LADDER -STD. ALUMINUM
PATCH PER CITY I W I 61 0I 1 I MORTAR OR GALVANIZED STEEL
STANDARDS U I I \ I I I I FILLET CONCRETE SHELF
CONNECT NEW 6' SIDE I II - o I
In , - MIN FFF° _ { PRECAST BASE SECTION
SEWER TO EXIST MAIN C� I + i - - �-�-- »� I t�
W STA 1 +56 I ° II TA 1 + 6 90.0� P 4 I OR CAST IN SHELF.
AIN FFF: I ''
<t I_ , 6 SEWE STUB @ MIN. 2% ; 427.0 a, s" MIN. >
z w Power box III
.� IE: 426.0 I
r�, III 3 a e! meter `
60.0' T--- I 6" MIN. (TYP) 1.�[' ?4ffA "'�I'L1 Mi' fflO■ •■ 1 1 t1�.rL' L DETAM
` DEVIL, NO. BM
MIN FFE: !I I
E-�
Pcjwe o I SANITARY MANHOLE TYP CAL DETAIL
tt�� II
�1 I �011e 0 � '0
� STA C� MH ® � / NOT TO SCALE
it6 SEWER STUB \
I
I � \o \
�I
M! F
20. o
N FE. ,
I ®MIN. 2%
I I � u'1
� �� a O
I 431 ° 0
STA .: , 8
I
!E, 423.5
I II � I I \
N
� I 6 SEWER STUB � (
v,Il Water�, .� I � '� MIN. 2%�I I _--------- /
meter 1 3 i_ 90.0' I IE: 423.5 \ \^ �'' 6'� SEA ER STUB \
� MIN. 2�
IE: 4223�5 (
Water I 1 I RS
co
Q
4 � meter I °II I - I_ \ _ TRA
II 10 I �' I �`
CA 0_ y --�_ _ _ - _ ENsi WE
a
p I I I \ _ __
�� i 0 MIIN FFE: \ e �L _-- \-_ A EA
z
0 a FE \ R45.00 - - - - - ------ --
I �E- Z � 431 •d / I /' 0.50 1 - - _ �' -� A \ \
�..I ° i I I d TA 0 i W R -- , �s 6» �V'C SDR I 00 1--`- S.
Drivewayl I v II 6" SEWER S- 5` SEWERSTUB l � f3� & DE QEWER, � ! --- _ \.-W Q
U I I . 0 MIN. 2% G 'MIS. 2% I l_,_-
:2 « , c� I ®MIN.-2 J i �-
Ex CATCH BASIN I - $ � _ ,
h ,� `" i yP
l
RIM 433.55 I I N IE: 425 C 424.0 I �\
M 6" PVC IE 429.57 N
II �' ST.A®MH
�+ 12 ADS IE 429.39 W _ _ 00
MIN FFE: 8
l I /
a •c 12" ADS IE 429.35 E I Q I I I - - - - - - ®- - - � - - - - - - - / 6" SEWER STUB 426.0 _
./ 1
® �I o I I X I MIN. 2% o •
a s® 1 O
I W I I !E: A23.0 C6 \ 111 \ N
I I _ _ d
15' 8' PVC WER MAIN 0- I
Drlvew y I °'o o 5 a+so I 2+50
�- (�W\._e_.-.. LL - - - - - - - - - - - -15 DRAINAGE EASEMENT -
N 1
queen venue orh t ---- - - - TRACT \ / 1
NEV WATER MAIN 0 / I 1
9 Q-- 1 NEW 8 V�ATE R I N W IA! I
-� W DRAINGE POND
s I III 11.43' 4`�O__-- Sn0°07'4�91A15.02' FH
--- 1
III �
' I r-------------------�
Water i) Power I EXIST. HOUSE
I °III I I pole
meter I
o II I = __N
N TJB III I I 1 STA 2+ 4.5 (NE 19th ST) / _ - STA 2+15 (SEWER MAIN)
STA O+OD SEWER MAIN / �,..,.,__ _ (� (
II d CJB o ( ) _. -- �� STA 2+20, 5 LT QUEEN A )
i I (I If CONSTRUCT NEW MH 1 OVER EXIST 8 MAIN - - AN SEWER MH #2 (STD, 48") 1 1 1 III _ \ J 1 I 1 1 1 I 1
> I I' Water STD. MH, 48 DIA _.._-- \ �Z�,�4 RIM:
meter g33.�I RIM: (AD\ST RIM TO\GR `
IE: (8°' PVC, N)
4zo•33 IE: #2�4 (EXIST. 8 %--E, & W) \. -- - 42i. sz C� I I I 1 1 _ - _ , - , - : - I I I I
y I -
Drivewal I �Zo.54- IE: 4�`� (NEW 8", S) --- --- n ® \ O
�t I CONTRACTOR TO VERIFY ELEVATIONS \ \ O ®O
3 / PRIOR TO CONSTRUCTION _ , `_
Ex CATCH BASIN 1� I I / Q Q I 1 I I i - : - _ - _ ! ` t " A I G
RIM 433.89 I I I Ex Hydrant \ r`
12" ADS IE 429.95 NW I �_ _ �,� _ G
12 ADS IE 429.90 E []\`
Gas
rker /
Cry O m
a a Edge o\sphalt w cn d N G pastsSign G
m �\
RESTORATIONo Cam �'" z G rnartsr -G -----�--\--- --- �
.ALL TRENCH SHALL E PER t\�- 4 ri- G pos
Sidewalk I \ CURRENT CITY F RENTON TRENCH \ `P G �
LU Flow line ofM \
1- vertical curb �' I U) RESTORATION AND STREET OVERLAY E G-
vert -o
�c gutter Water valve �1 ---- ---- y'`'REQUIREMENTS. G G o
Queen Avenue = Mail �, '� of l2!D� �ok1�LTzY`�- G lire -
m 1 box G G wer-
Northeast 1 G _ -- Pa �I
North 1/4 corner of
2' retaining Wall 1 ecion 4,Township �J_ G G • - \ _ _
23 N, Range 5
i found tack in lead. / G G N 0 0° 0 7' 43 "E 3 2 4.41 '
` East 1 4 corner, of
Flow line of _..-� o 3 Visited August 7th, 2001. Section 4,TRanaS hE.
extruded curb o N--- -- -2�, G -------- -- -- -- -- ._.....,_
found monument, *.. +�...,. ....
¢ ai incased. COR #1325 G -- ti
rn Visited August 7th, 200 J. GRAPHIC' SCALE
_ S
5 _
S •19'2 N
8 5190.24'
Ex SANITARY SEWER MANHOLE - WAS C
F
2 78.18 0 N
P
RIM 435.33 ,,, 1306.03' ss3.o2' 653.02' �s ' $U 11�T RECOMMENDED ��R APPROVAL
L ' P�� +c'r �� 20 0 10 20 40 80
8" PVC IE 421.19 N oo -
8" PVC IE 421.99 W PER F IE-�D Cl
C 1 `�'� � F � F N T Q N
zo 8" PVC IE 420.99 E west 1/4 corner of o 0 SV�v�� ��
Section 4,Townshl z (o to V 1
23 N, Range 5 3" W .,.- �� ( IN F'EI♦;T) M E N T O E PUBLIC B I_ I C WORKS
'�. EW-MF- FU II "M BY. DATE.' , 0734 <v
> brass disk with "X", °� a NE 1 th ST.
t�, 1 inch = 20't. LUA 04-119 DEPARTMENT -
Lr1 incased. City of 111i 326.93' S89'14°41" .1307.72' SuR►��� ��G,. FSSR£GISTERE� G\� SA
Renton Control o o N SAN. SEWER PLAN
4
Point No.369. b 326.93' w 653.86 TONAL EN ;7
Visited August 7th, 2001, z N - M 1�1 f Off^" BY �/ � ,�].� IG�� DAT� "�" � � , � ENGINEER: � r/� �rr�� SHORT
r�
"' W / v �-�_'=-=- (�D EXPIRES: 3 1 2006 AEGER ENGINEERING SUNSET CREST SHOR1 FLAT
330.02 <oN (o 9419 South 204th Place -
o (I�I �. BY DATE.' DESIGNED: JJJ PATE: 2/10/05 FILE NAME:
z 1309.40' M o D
327,35 z 654.70' Kent, WA. 980,31 DRAWN: JJJ
01 z
ca•5-3z�3�/
89'09 55 E o 2618.81
-f-
BY.-DATA•
Phone No. (253) 850- 0934
._ __. _..
NO. REVISION BY APPR. DATE Fox No. (253) 850-0155
> S• 3 2y3 0
'611l0 MAY 1 1 20a SCANNED OCT 2 8 05)
CHECKED: JJJ SCALE: 1"=20' FIELD BOOK: PAGE: -
APPROVED: SHEET: 7 OF: 10
DIRECTOR OF PUBLIC WORKS