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'C' STA. 28 +07.25, 2.43' RT.
'G' STA. 60 +02.43, 7.00' RT.
1 - 10" TEE (MJ)
EXISTING GROUND
PROPOSED GROUND
- - - - - \
1" A.R.V. ASSY.
I
272.5 LF 10" D.I. - CL. 52
1 - 10 G.V. (MJ) 'D' STA. 38 +31.67, 3.24' RT
1 - 10" PLUG (MJ) ,G' STA. 62+74.92, 11.51' RT. Y
2 - BLOCKS 1 - 10 "x6' TEE (FL) Z
1 - 6" G.V. (FLxMJ)
1 - 5-1/4" M.V.O. F.H. ASSY � z
1 - 10" TEE (FL) +
1_....10" UNIV...FLG. ADAPTER ¢
1 - 10 "x4" REDUCER (FL) ¢ F
o 1 - 4" G.V. (FLxMJ) z
N 1 - 10" G.V. (FLxMJ) 4
2 - BLOCKS
61+00 62+00
PROFILE - ALIGNMENT 'G'
SCALE: ? = 20' (H.), 1" = 5' (V.)
230.
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[_ I° 4- STAVDPIPE W/2 2-1/2' NOZZLE
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CROSS CONNECTION BAC�W
PROTECTION
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MANHOLE FRAME AND COVER
6' SEE DRAWING BR29 NOTES:.
12" MAN 25 AL —TMENT (4" MIN -) 1. STEPS TO BE 3/4" 0 DEFORMED Bhl GALVANIZED: SAFETY
-_ STEPS OR EQUAL:
i CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
21" ARE INSTALLED,
RUBBER GABKETED JOINTS 3, CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRE -CAST
CONCRETE
4" MIN. 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:
7 MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
48" Y. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21" I.O. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
Az-�tte) ADAPTER. KOR -N -SEAL BOOTS OR APPROVED EQUAL.
T LADDER-STD _ ALUMINUM
OR GALVANIZED STEEL
MORTAR CONCRETE SHELe NOTE: A "FALL RESTRAINT" DEVICE IS
eILLEr REQUIRED ON ALL MANHOLES GREATER
1� PRE -CAST BASE SECTION THAN 20 FEET IN DEPTH': TYPE
OR CAST IN SHELF.
"SURETRACK" LADDER CLIMBING SYSTEM
6° OR APPROVED EQUAL.
• 6 MIN (TYP)'
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE ® nor Exwmn
DWG. NAME: BR26 SP PAGE BOJ1
RECOMMENDED
FOR APPROVAL
BY
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EXPIRES 9 JAN 2004
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SCANNED SEP. 13 2002 C E) qW`Dpb (vv..
DALEY- MORROW- POBLETE, INC.
726 AUBURN WAY N.
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AUBURN, WASHINGTON 98002
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PHONE (253) 333 -2200; FAX: (253) 333 -2206
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ENGINEERING SURVEYING
PROFILE - ALIGNMENT 'J'
? %�S�lgi SCALE: 1" = 20' (H) 1" - 5' (V)
FSS /ONq LIC
EXPIRES 9 JAN 2004
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D LAND PLANNING
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