HomeMy WebLinkAboutS-226318'I- W (SEE NOTE 4) LIMES yr PIPE ZONL
BACKFILL MATERIAL
(SEE NOTE 5) 6
CONCRETE CLASS
(SEE NOTE. 8) -� r
FOUNDATION LEVEL\ �� --
\ IL
(CLASS A DESIGN) —_
I- W (SEE NOTE 4) LIMITS OF PIPL ZONE
SACK FILL MATERIAL
(SEE NOTE 5) - u"
BEDDING MATERIAL i
FOR RIGID PIPE C
(SEE NOTE 6)
FOUNDATION LEVEL - -- — I
A
t
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) LIMITS OF PIPE ZONE
I
BEDDING MATERIAL
FOR FLEXIBLE PIPE B
(,SEE NOTE 7)
FOUNDATION LEVEL ]-
A
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
2 -21 -91 RaNeee n,
I DATE
DIMENSION CLASS A
4" MIN.
A 1/4 I.D.
_' :AAX.
B 1/4 O.D.
BEDDING
CLASS B
+
112 O.D.
CLASS DESIGN
CLASS C CLASS D CLASS F
ZERO "
1/B O.D. ZERO O.D.
C 3/4 O.D.
+ A = 4" MIN. 27" I.D.
6 " MIN. OVER
1/2 O.D.
AND UNDEk
27" LID.
1/8 O.D. O.D -
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
STANDARD PLANS
I.,`T DATE: 4/97
DWG. NAME: BWI8C SP PAGE 13077
6" MfN.i 6" MIN.
/ \t
6" MIN. _ F6" MIN.
1/2 BLIND FLANGE AS DAM L1/2 PLUG AS DAM
D.I.P. TEE CL50
ONE LENGTH OF DUCTILE IRON TT PIPE (CLASS 50) TO SOLID -2" MIN. ONE LENGTH OF DUCTILE IRON BEARING WHEN SPAN TYPICP.L \
MANHOLE PIPE (CLASS 50) TO SOLID
IS MORE THAN 4'. \ ` 1 6" MIN. BEARING WHEN SPAN
—1 IS MORE THAN 4'.
FLEXIBLE -_�" FLEXIBLE JOINT
JOINT
BACKFILL WI Tr, J T. 1.
COMPACTED MATERIAL x I 1- _ -- BACKFILL WITH
AS DIRECTED BY ,I f ¢ COMPACTED MATERIAL
ENGINEER. I �i - 6" MIN. AS DIRECTED BY
N ENGINEER.
D.I.P. CI.50 6" MIN. IQI N
WITH MIN. 4 ICI )'
SHACKLE RODS .� F
CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE I (-
CLASS C BLOCK 90' BEND
POURED IN PLACE (TYTON U -651)
_F. 1 DROP CONNECTION FOR SANITARY SEWERS
D.I.P. 90' BEND 1..l— TYPICAL MANHOLE
CL50(MJ X PE) � - - --
OUNDAT10iJ ADOPTED
CONSTRUCTION CONCRETE ENCASED CITY OF RENTON
DUCTILE IRON DROP CONNECTION
DROP CONNECTION STANDARD PLANS
t0 17 96 FAN"M text DCV AG I3I DATE: 12/96
3 6 95 ConecteE Text DCV AG
12 15 92 co,.eaea Text RTM DT DWG. NAME: BW18 SP PAGE: B075
DATE REVISION BY APPR
Ir 1 /2' WEB 8 PL.
1/2" R 3" = 3/8 " NON -SKID PATTERN
/ CAST INTEGRAL C% -O=
7�f 26 -3/8"
25 -1/4"
24
L1_1 /4"
23-1/4" L3/4"
FRAME (NON - LOCKING) COVER (NON - LOCKING)
33 -1/4"
SEE DRAWING BR29
FOR 5/8" -11 N.0 X 1 : /t'
SECTION A -A
1, STEPS TO BE 3/47 6 DEFORMED BAR GALVANIZED SAFETY
- B S S. SOC. H0. CAP SCREW (3 E
1/2" TYP TYP NON-SKID' PATTERN T
•• r 1_3/8••
3/8
� 1-7/8" TYP �: - �.— � - ., SEAT
_ - - -
�� f 2 -1/2"
I E.2.,
ARE INSTALLED -
25"
3- CASTING TO BE PER DRAWING BR29.
RAISED LETTERS AS
.
REQ'D. SEE NOTE No.3 BELOW
SECTION B -B
- UNDERSIDE SHOWN FOR CLARITY
314" CORE (TYP.) ON 23" B.C.
STEPS SHALL BE INCLUDED
DRILL AND TAP 5/8 " -11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER (LOCKING)
CONCRETE RISER BY PIPE INC.,
NOTES:
MANHOLE FRAME AND COVER
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL
ADOPTED
L. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
crrr OF F02MN
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY 'SEWER "), OR WATER (SPECIFY "WATER ").
STANDARD PI96 12�
MORTAR
FILLET
DWG. NAME: BR29 SP PAGE: 8074
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4° MIN.)
1, STEPS TO BE 3/47 6 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
CONE
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED -
RUBBEK GASKETED JOINTS
3- CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443
4- MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE-
5 ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDSNG CHANNELING, COATED (SEALED)
WITH A HIGH cO IDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
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.
MAX. PIPE SIZE 'E'
9- CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR N SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
'A'
1 'B'
'C'
'D'
j E'
48" MH
48"
1 6° MIN.
I 5 °MIN
I 24" MIN.
21° I.u'.
PRECAST BASE SECTION
54 MH
1 54°
B° MIN.
5.5" MIN.
1 24" MIN.
24" I.D. I
OR CAST IN SHELF.
60" MH
60"
6° MIN.
6" MIN.
42" MIN.
30" I.D.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
CITY OF RENTON
STANDARD PLANS
I TO COMB? W. Se & M* MANHOLES ._m -- LSr DATE: 12j96
TEXT DCV AG
NOTE MIT lE](T DCV AG
REVISION BY AF r'R DWG. NAME: BR28 SP PAGE: 8071
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER 10/24/00
RH2 ENGINEERING INC. DATE
F R 3��o 3
low LL I 6ig I
ADJUSTABLE STEM GUIDE AT
MID— LENGTH
12" RESILIANT SEAT GATE
VALVE FLANGED. BOLT TO
OUTLET FLANGE WITH STAINLESS
STEEL HARDWARE.
PROVIDE SMOOTH PENETRATION
THROUGH FLAT SLAB TOP NTH
ROSIVE SLEEVE.
VALVE BOX AND LID.
SLIDE CRATE
CHANNEL EXISTING PIPE TO �
NEW OUTLET.
CUT AND REMOVE EXISTING
PIPE AT LIFT STATION
CHANGE —OVER.
STEM COUPLING
FORM CHANNEL TO PROVIDE
ROOM FOR SLIDE GATE TO
OPERATE PROPERLY AND
PREVENT SEWAGE FROM
ACCUMULATING IN CHANNEL.
PLUG ABANDONED PIPE.
NOTCH MANHOLE TO SLIDE
OVER EXISTING PIPE. GROUT
NOTCH FULLY WATERTIGHT.
CUT IN MANHOLE