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54" SAN. SEWER MANHOLE
2' W/ LOCKING LID PART OF I
PER CITY STANDARDS �y�9
I.E. = 308.79 VERIFY
308.89 .r I
_ NW12'42 "W --
- x - z
SAN
TOP = 321.02 \
I.E. = 315.00
F.F. = 318.15 \
/ 74.0 �
L I 315.96 - -� 31 .14
W I
U
\ \
/ 314.50 °' \
ll I O \ 315.56 \
N \ 6 "0 PVC ® -;7r MIN.
oC) zz \
779 � N \
ll I \ 317.14
315. 6 316.55
i \
€
'51'
74.0
E
1 I
/ I
/ F.F. = 317.9511
h
\ I
/ I
I
I
8 "x6" Y
/
%
PUBLIC B ^0 0 6 4-7 VERIFY
AS INDICATED - HT. 1/8"
CONCRETE
CLASS 3000
BY
TACOMA, WA 98444
SAN C.O. SA4 G.O. I 1 a
TOP = 321.64 TOP = 32.23 1
I.E. = 310.93 11 E. = 3116.00
I
F.F. = 319.33
El
I I
II
/ I
/ LL
CHANTELLE APARTMENTS
NW 1/4 OF SECTION 16, TOWNSHIP 23N, RANGE 5E, WM
- - -
I
I 589'12'42 "E _
125.00'
I
it
5316028 SAN mH, \ \ \ \
II..E. = 308.45
AM- PM
18.42 -9 STOW MH
RIM *+ 319.74
I.E. g 313.30
I.E. n 31x22
,4 MORTAR
FILLET
N8 '51'34 W I
7
I I
;8'51'34 "W z 1
317.60 17.99:1 \
\\ wl \
,I NV \
I " 318 ;34 z N \
SAN. CLEAN -OUT \ \
® 100 LF MAX. I`^
TOP = 317.16 \ \
I.E. = 312.93
317.06 Nl.a \
aD \
`d 1
I® _ I I ❑ /
a_ 313;34
E r�
- - RTDG -
-- 317.991
317.06) _. / �z5ti
SAN C.O. 98 317. �8-�
TOP = 320.85316 ; \
w I.E. = 314.00
ro 316.48
o
z ( ® FH 9289
I1 TBM TOP NUT
EL 320.76
316.48!
111111 � II
15.42 -7 STORM k91
R1M 317.951 S /
IT
R� I.E. SW =331? 91 "1 /
d \ MXl5T. GB
\VE = 31381
/ i W S
316.46
4.61 r EXIST. CB
314.64
LE e 311.31
/ - i &03-1 STORM 70 M / p
RIM = 314.2{}'
u
I E 8" E 7 '3f 0.70
ep E 12" E = 30
12° 16
4 W W = 309.30
w �
/ 3rd ~'
W 35}00
I I i
CAP ° TBM 317.00
PC = 35 +92.60
4 GRAPHIC SCALE
o +o zo ao ea
SANITARY SIEWFER PLAN
( IN FEET )
1 inch = 20 ft. Scale: 1 " =20'
ItN` s z
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC..
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTE.
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
PRE -APP 98 -29
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL 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.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
'A' I 'B' 'C' 'D' 'E'
48" MH 43" 6" MIN. 5 "MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 8" MIN. 6" MIN. 1 42" MIN_ 1 30" I.D.
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED STANDARD Prams
= OF R-K470N 1ST DATE: 12/96
DWG. NAME: BR28 SP PAGE: 8071
3/4" SQUARES SPACED - 3/4"
ENGINEER:
BY � z -z -98
AS INDICATED - HT. 1/8"
CONCRETE
CLASS 3000
BY
TACOMA, WA 98444
❑ ❑ ❑
X1/2..
VERTICAL DATUM
❑ ❑o❑❑
CITY OF RENTON EXPIRES
4 6 1999
I
!
❑❑❑
ST.
& JEFFERSON AVE N.W.
1..
;HEFT NO
THIS PLAN SET IS NOT A SURVEY.
12"0
RAISE-1/2"
FIBER
WIDE BORDER
PACKII
PLUG TO BE SEALED
- IN SAME MANNER AS
MAIN SEWER JOINTS.
115 INCH OR 8 uyCri CLEAN -OUT
ADOPTED STANDARD Prams
CITY OF RENTON EST DATE: 12/96
DWG. NAME: OW18B SP PAGE 8076
ARCHITECT:
FALL ARCHITECTURAL
4115 S.W. 106th STREET
SEATTLE, WA 98146
(206) 431 -7960
FOR APPROVAL
ENGINEER:
BY � z -z -98
JOHAN 1 AC P.E.
12202 PACIFIC AVE S
BYj t�T
BY
TACOMA, WA 98444
(253) 537 -8128
4 -3/4"
SITE ADDRESS:
CHANTELLE PLACE
oaP:0
2800 N.E. 3rd STREET
RENTON, WA 98056
A �
VERTICAL DATUM
CITY OF RENTON EXPIRES
4 6 1999
I
!
B.M.- MON #1936 ® N.E. 4th
ST.
& JEFFERSON AVE N.W.
ELEV.- 99.483M - 326.304
;HEFT NO
THIS PLAN SET IS NOT A SURVEY.