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4
3
2
I
A 8 C 11) F F r H
120" PRECAST MANHOLE N
F24' LONG RADIUS
18" WELDED STEEL MANHOLE I BASE ELBOW (FI-G)
PER AWWA C-208. PAINT
ACCORDING To F,
SPECIFICAr,0N
SECTION 09900.
24" FLEXiffi F I
3,5'
ADAPTERS COUP! ING )el i
90' BEND
`LGxFLG 6" Di TO DRAIN
6" PLUG VALVE {FLG MANHOLE
(SIPHON DRAIN VALVE,
MJ X FLO ADAPTOR
OR
6:: PI TRANSITION (FL X MIJ)
9 LONG
AVERTED SIPHON OUTILT STRILICTUREr2-'�
SCALE: I" = 6' -
C? 09, 0110, C115
EXIS`ING 4"0
S ' LINE ER' E �!C-
USE BEND
IF REQUIRED
4" FLEXIBLE
COUPLING ADAPTER
r-4"o "INSERT TEE" BY PIPE INC,,
1 KCF-N-SEAL BY NPC, INC.
OR APPROVED EQUAL
CORE DRILL
8"0 HOLE
4"0 PVC PIPE
36" DIAMETER SS
NOTE:
SERVICE LINE TO BE INSTALLED
FLUSH WITH THE 36"0 BE !D
4—INCH SANITARY SEWER SERVICE CONNECTION
SCALE: 1" = 1'
RIM=21.41 APPRI9XIMA-E EI7. 2i49 ('121.9, el,----� "iPPRe)(IIe1A4E 21.9 'H--1.8 11"E+RE) 9A+I4M-)- RIM�21.41 MANHOLE FRAME
AND COVER, SEE
i;_I MODULAR DO NOT INCLUDE
ji
THE
MECHANICAL SEAL WORD "METRO"
Ell !El I El 1 EI 1 E-:1 I 1=1 1 1=1 I I
III
ASSEMBLY WITH SST BOLTS AND 1-1 H ON COVER.
T— NUTS AS SPECIFIED OR RUBBER BOOT
V-6" 1' 6" ADJUSTMENT (4" MIN.)
j 1- 1
6 2"MAX 24"
CONE
T= i CD
N
N
T—
l
24" ELBOW (FLG) N 7
—=H " FLEXIBLE
24
COUPLING ADAPTORS Z RUBBER GASKET JOINTS
N N
IN ACCORDANCE WITH ASTM C-443
EL. 13.15 N
Ll
113.15 METRO DATUM)
z _--STEPS - 3/4" DEFORMED BAR
\\--LG X GRV ADAPTOR
N STEPS SHALL BE INCLUDED
N
GRV X GRV VIC ADAPTOR
N
ol
1 1 OR RISER BY PIPE INC.,
N
N
N OR APPROVED EQUAL,
N
120" PRECAST MANHOLE N —'�\"'-120" PRECAST MANHOLE
MODULAR MECHAN-CAL SEALS 6'-0" !D
x'-24" DI SPOOL FLG X GRV 115'-2" L
ASSEMBLY WITH SST BOLTS FABRICATED STEEL PIPE ---- LADDER-STD. ALUMINUM
I S SID WITH BLO'�&F
AND NUTS A SPECIFIED ---24" DP
N 6" OR CALVINIZED STEEL
N
A.
4 MAX. PIPE SIZE 30" I.D.
24" ELBOW (FLG) �-18" WELDED STEEL MANHOLE PER
AWWA C-208 WITH 1 '4" THICK
24" DI 1 '6 " 90' ELL DI (Fl-'(�)' ' / I---
N NEOPRENE GASKET.
I BOND TO SLOPE 1 %
N
M X FLO ADAPTOR
24" INVERTED X" 1- 6" Mu WITH EPDXY CEMENT.
SIPHON W, 24" D' CONCRETE SHELF
MODULAR MECHANICAL SEAL-
III ASSEMBLY WITH SST BOLTS 10
/CAST !N-PLACE CONCRETE SLAB/-��
AND NUTS AS SPECIFIED /-CAST ;N-PLACE CONCRETE SLAB/'-5 � MORTAR I
X
FILLET CAST IN PLACE BASE SECT ON
24" FLEXIBLE EL -9.0
COUPLING ADAPTORS I
i (91.0 METRO DATUM)
EI . —7�67 4 1� 4 1 4 1 K4,
zd
4 o
M) --__6" MIN. TYPE S
'6G.33 METRO DATU
U, 4
6" SS CLEANO I
6" SS CLFANOuT DISCHARGE TO BEDDING ROCK. j-oz R
lRecord Drawinf_J2/0 'a o
zI
DISCHARGE TO ��"O MH, SEE��'7 I
48"0 MH, SEE 17 I These drawings have been
IE1 5) �np
modified to conform with,
-ALL 2 DAYS 'Y 01 RENTON
7 ith Cl
I I H ! Information provided by the
C L I
ON DFTA
SECTION rD SEC �F SANITARY MANHO� F I 3�
contractor. See origina' fiie ........ .. ......
SCALE: 1 4' BEFORE YOU DIG SCALE: 1 = 4' -- NOT TO SCALE
cop =es for er,gin,eer's
<z
!1°!- 80G1_424 -5555 � professional seal.
DES;GNED: CHEF767--7 DATE:
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
K.j,D, iJG BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERs ASSOCIATES, INC.
DR AWN: SCALE: SCHEDULE A FILE NO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 CGH
AS SHOWN I F--
REVISED PER RECORD DRAWING MARKUPS MKW Phone: (425) 519-0300 DETAIL SHEET 3
L 00
Fax: (425) 519-0309 CT
CONFORMED? /98 le- eld.. I`-00-N1-R A I —NO! King County! INVERTED SIPHON OUTLET C 133
ED:
Na. REVISON By APP'Dj DATE 1 APPROV
C73130C i 6HREET No: of
V V v w
A d u D E F G H