HomeMy WebLinkAboutS-223602NOTES
I. FOR NON- LOCKING USE OLYMPIC FOUNDRY
No. MH 30 OR EQUAL
2. FOR LOCKING UD USE OLYMPIC FOUNDRY
No. MH 30 D/T OR EQUAL.
1 1/2" CORE (TYP)
—1" DIA LIFT HOLE
8 1/2" FROM CENTER
OF COVER
—2" RAISED LETTERS
3/4" CORE (TYP) TYP NON -SKID PATTERN
ON 23" B.C.
COVER PLAN
FOR 5/8 " -11 N.C.x1 1/4" S.S. SOC.
HD CAP SCREW (3 REQ'D)
NON SKID PATTERN (TYP)
M u]
N
MACHINED SEAT j�,2 1/2" M
2'-1 " " SEAT
SECTION A -A
8 WEBS
1/2" THK
& TAP:
11 N.C.
FRAME PLAN (TYP 3 PLACES)
2' -2 3/8"
TOP OF 2' -1 1/4"
WEB j^ 2' -0"
m
V -11 1/4"
2' -9 1/4"
SECTION 13-8
LOCKING MANHOLE FRAME & COVER 1
NTS
NOTE
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.
W (SEE NOTE 4) NOTES:
LIMITS OF PIPE ZONE
BACKFlLL MATERIAL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
(SEE NOTE 5)
CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8)
c
FOUNDATION LEVEL 3• COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT
s DIRECTLY OVER PIPE. HAND TAMP ONLY.
_A
6" MIN. SEE NOTE 9 4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE
12" MAX. ��j \ /\/\ \ / \ / \ / \ \j \ \j SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS
,\00\/�`//�//�/� \ / /\ \ / /� \ / /\� FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE
ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR
(CLASS A DAD") CLASS A BEDDING. THE MINIMUM CONCRETE WOTH SHALL
BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILLING
W (SEE NOTE 4) SEWER TRENCHES" IN THE SANITARY SEWERS
OMITS OF PIPE ZONE SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT
BACKFlLL MATERIAL ♦- THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF
(SEE NOTE 5) 6" PIPE DIAMETER SHALL NOT BE USED IN THE BACKFlLL
BEDDING MATERIAL MATERIAL.
FOR RIGID PIPE v
(SEE NOTE 6) 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES
FOUNDATION LEVEL °O SECTION OF THE STANDARD SPECIFICATIONS FOR THE
¢ MATERIAL SPECIFICATIONS.
6" MIN. SEE NOTE 9 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE
12" MAX. AGGREGATES SECTION OF STANDARD SPECIFICATIONS FOR
�� /\��\ \ /�� \� THE MATERIAL SPECIFICATIONS.
(CLASS E. C. D. DESIGN) 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO
BEDDING FOR RIGID PIPE ENSURE FLOW LINE IS MAINTAINED.
W (SEE NOTE 4) _
LIMITS OF PIPE ZONE 9• COMPACTED PIT RUN STRUCTURAL FILL AND /OR WELL
GRADED, COMPACTED, CRUSHED ASPHALT OR CONCRETE
o PAVING DEBRIS (3" MAX. SIZE) OVER COMPACTED
COMMON FILL OR COMPACTED NATIVE SUBGRADE MATERIALS.
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) C° BEDDING CLASS DESIGN
FOUNDATION LEVEL DIMENSION CLASS A -CLASS B I CLASS C CLASS D I CLASS F
¢ 4" MIN.
SEE NOTE 9 A 1/4 I.D. * * ZERO
6" MIN. 12" MAX.
12" MAX. \j \ \� B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. -
(CLASS F DESIGN) * A = 4" MIN. 27" I.D. AND UNDER
BEDDING FOR FLEXIBLE PIPE 6" MIN. OVER 27" I.D.
I �
\ LADDER TO HANG
FLOW FROM MH STEP
11 3/4"
3/4 "R
uj
U
NOTES: Z
6"
STEPS SHALL BE INSTALLED ADJACENT TO
N
INFLOW LINES. INFLOW PIPE SHALL EXTEND N
4" TO 9" INSIDE THE MH. OUTFLOW PIPE ¢
w
SHALL BE FLUSH WITH THE MANHOLE.
0.10 DROP IN ALL CHANNELS ACROSS ALL N J
MANHOLES.
#8(1 ") GALV.
w �
12" REBAR(TYP) ° o
o Cr
i m a
U J W
wO O ¢
°CK- ¢ ~ � #7 GALV
° � m ° SMOOTH
V V
STEEL
NOTE:
LEGS MAY BE PARALLEL OR APPROXIMATELY
RADIAL AT OPTION OF THE MANUFACTURER
EXCEPT THAT ALL STEPS IN ANY MANHOLE
SHALL BE SIMILAR.
MANHOLE STEP PREFABRICATED LADDER
NOTE: RUNGS AND IRONS TO BE DEFORMED OR NON SKIP.
LADDER & MANHOLE STEP 3
NTS
PIPE BEDDING FOR SANITARY SEWERS-_0
CITY OF RENTON STD. DWG.: BR18C
NTS
111/2 3/4" SQUARES
SPACED 3/4"
HEIGHT 1/8" 2' -0"
AS INDICATED GRADE 1 1/2" CLASS "G"
❑ ASPHALT 12" 4
❑❑ ❑ ❑ 1/8" RAISE -
❑ ❑ ❑ ❑ ❑ 1/2" WIDE BORDER o
❑ ❑❑ ❑
ABER JOINT PACKI CLASS "C"
45' (1/8 ") BEND CONC. COLLAR
"
10 PVC SEWER PIPE S�2736
10" N \ SIZE PER PLAN
� � r
8 3 4" N g ply
2" —
All 3, Tp
12" (TYP)
CASTING INLAND FDRY
OR EQUAL. PT. #714
SEE DETAIL 5.1.4.
6"
25
LADDER -STD. ALUMINUM
12" MAX
ADJUSTMENT (4" MIN.)
F }
CONE MANHOLE RING & COVER
N+
MORTAR JOINTS
4" N.
6" MIN. (TYP.)
STEPS - 3/4" DEFORMED BAR
6
STEPS SHALL BE INCLUDED
z
CONCRETE RISER BY PIPE INC.,
48"
OR APPROVED EQUAL.
r
�-
LADDER AND MH STEPS / 3
W (SEE NOTE 4) NOTES:
LIMITS OF PIPE ZONE
BACKFlLL MATERIAL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
(SEE NOTE 5)
CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8)
c
FOUNDATION LEVEL 3• COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT
s DIRECTLY OVER PIPE. HAND TAMP ONLY.
_A
6" MIN. SEE NOTE 9 4 SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE
12" MAX. ��j \ /\/\ \ / \ / \ / \ \j \ \j SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS
,\00\/�`//�//�/� \ / /\ \ / /� \ / /\� FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE
ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR
(CLASS A DAD") CLASS A BEDDING. THE MINIMUM CONCRETE WOTH SHALL
BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILLING
W (SEE NOTE 4) SEWER TRENCHES" IN THE SANITARY SEWERS
OMITS OF PIPE ZONE SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT
BACKFlLL MATERIAL ♦- THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF
(SEE NOTE 5) 6" PIPE DIAMETER SHALL NOT BE USED IN THE BACKFlLL
BEDDING MATERIAL MATERIAL.
FOR RIGID PIPE v
(SEE NOTE 6) 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES
FOUNDATION LEVEL °O SECTION OF THE STANDARD SPECIFICATIONS FOR THE
¢ MATERIAL SPECIFICATIONS.
6" MIN. SEE NOTE 9 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE
12" MAX. AGGREGATES SECTION OF STANDARD SPECIFICATIONS FOR
�� /\��\ \ /�� \� THE MATERIAL SPECIFICATIONS.
(CLASS E. C. D. DESIGN) 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO
BEDDING FOR RIGID PIPE ENSURE FLOW LINE IS MAINTAINED.
W (SEE NOTE 4) _
LIMITS OF PIPE ZONE 9• COMPACTED PIT RUN STRUCTURAL FILL AND /OR WELL
GRADED, COMPACTED, CRUSHED ASPHALT OR CONCRETE
o PAVING DEBRIS (3" MAX. SIZE) OVER COMPACTED
COMMON FILL OR COMPACTED NATIVE SUBGRADE MATERIALS.
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) C° BEDDING CLASS DESIGN
FOUNDATION LEVEL DIMENSION CLASS A -CLASS B I CLASS C CLASS D I CLASS F
¢ 4" MIN.
SEE NOTE 9 A 1/4 I.D. * * ZERO
6" MIN. 12" MAX.
12" MAX. \j \ \� B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. -
(CLASS F DESIGN) * A = 4" MIN. 27" I.D. AND UNDER
BEDDING FOR FLEXIBLE PIPE 6" MIN. OVER 27" I.D.
I �
\ LADDER TO HANG
FLOW FROM MH STEP
11 3/4"
3/4 "R
uj
U
NOTES: Z
6"
STEPS SHALL BE INSTALLED ADJACENT TO
N
INFLOW LINES. INFLOW PIPE SHALL EXTEND N
4" TO 9" INSIDE THE MH. OUTFLOW PIPE ¢
w
SHALL BE FLUSH WITH THE MANHOLE.
0.10 DROP IN ALL CHANNELS ACROSS ALL N J
MANHOLES.
#8(1 ") GALV.
w �
12" REBAR(TYP) ° o
o Cr
i m a
U J W
wO O ¢
°CK- ¢ ~ � #7 GALV
° � m ° SMOOTH
V V
STEEL
NOTE:
LEGS MAY BE PARALLEL OR APPROXIMATELY
RADIAL AT OPTION OF THE MANUFACTURER
EXCEPT THAT ALL STEPS IN ANY MANHOLE
SHALL BE SIMILAR.
MANHOLE STEP PREFABRICATED LADDER
NOTE: RUNGS AND IRONS TO BE DEFORMED OR NON SKIP.
LADDER & MANHOLE STEP 3
NTS
PIPE BEDDING FOR SANITARY SEWERS-_0
CITY OF RENTON STD. DWG.: BR18C
NTS
111/2 3/4" SQUARES
SPACED 3/4"
HEIGHT 1/8" 2' -0"
AS INDICATED GRADE 1 1/2" CLASS "G"
❑ ASPHALT 12" 4
❑❑ ❑ ❑ 1/8" RAISE -
❑ ❑ ❑ ❑ ❑ 1/2" WIDE BORDER o
❑ ❑❑ ❑
ABER JOINT PACKI CLASS "C"
45' (1/8 ") BEND CONC. COLLAR
"
10 PVC SEWER PIPE S�2736
10" N \ SIZE PER PLAN
� � r
8 3 4" N g ply
2" —
All 3, Tp
12" (TYP)
MAX. PIPE SIZE - 21" I.D.
;r 45' (1/8) BEND I
E—
LADDER -STD. ALUMINUM
7" CLASS "C"
CONC, BEDDING
OR GALVANIZED STEEL
7 3/4"
MORTAR
FILLET
CONCRETE SHELF
6" MIN. (TYP.)
15"
I
e
PRECAST BASE SECTION
________ _'� PLUG TO BE SEALED
6" MIN.
OR CAST IN SHELF.
____
CAST IRON RING & COVER IN SAME MANNER AS
6" MIN.
D
12" MAX.
COMPACTED PIT RUN STRUCTURAL FILL AND /OR WELL
GRADED, COMPACTED, CRUSHED ASPHALT OR CONCRETE
SEWER MAIN JOINTS.
4" MIN. a /,� % /,�Ya�
CEMENT CONC. BEDDING
PAVING DEBRIS (3" MAX. SIZE) OVER COMPACTED
COMMON FILL OR COMPACTED NATIVE SUBGRADE MATERIALS.
UNDISTURBED SOIL
SANITARY MANHOLE TYPICAL
DETAIL
SANITARY SEWER CLEANOUT DETAIL
4
5
CITY OF RENTON DTS. DWG.:
BR28
NTS
NTS
f a i i-
19 18 17 16 15 14 13 12 11 10 9 8 7 6 1 OX 6 7 8 9 10 11 12 13 14 15 16 17 18
R 10 7 0