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6"
12" MAX 25"
i-
-T21 " 1.
.
4" MIN. ,
7' MIN.
6-1/2"--1
48"
12- (TW)
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
CLASS C
CLASS D
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
+
ZERO
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443
4•
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
C
3/4 O.D.
CONCRETE.
1 A O.D.
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;
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 -- 21" I.D.
9•
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD ALUMINUM
MORTAR OR GALVANIZED STEEL
FILLET CONCRETE SHELF
1% • • PRECAST BASE SECTION
l OR CAST IN SHELF.
6" MIN.
6" MIN. TYP
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
EDITED TEXT
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
CITY OF RENTON
1�mi STANDARD PUNS
1ST DATE: 12/96
DING. NAME: BR28 SP PAGE: B071
SEWER MANHOLE_
NTS g
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEMR
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1: 3:5 Mix 711 �y
CONCRETE BLOCKING `N '15
_z
0
.I
PROPERTY LINE
FUTURE
BUILDING SEWER
W
J 2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
a AND #6 WIRE WRAPPED AROUND THE STUD AND
O EXTENDED TO THE TOP OF THE STUD.
er
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
dJ�
G� 2% MIN SLOPE
— 6" SIDE OUTLET TEE „� "`�• ��
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
- DATE I -
Z) UL �LVVLN �2
NTS 1/2
Cramer Northwest Inc.
ENGINEERS. SURVEYORS do PLANNERS
ass N. cE+rML, stc. /1 oa, Kurt, WA az
(253)IB52-4eeo (looa) or 1— (000)251-0109 (+oN free) (263)652-4953 (fog)
[—MAIL- anNaon»►nw.wm
,PAOP witfJ4
STANDARD SIDE SEWER INSTALLATION
(SEINER MAIN TO PROPERTY LINE)
ADOPTED
CITY OF UNION
STANDARD PLANS
WT DATE: 12/96
DWG. NAME: BR39 SP PAGE: B0781
SECTION 4, T 493 N, R 5 E
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
ROLL 1'9��
TT
i
►,•+•�•�•�• 0•. 0•.�.•.�.•.�.
•ice w i f4�% . i'.:�� � I
• *
~ � •I.�•'! a
(CLASS A DESIGN)
1/2" WEB 8 PL.
FRAME NC,N,_- LOCKING
'• TYP.
' ?" x 3" x 3/8" NON —SKID PATTERN
ST INTEGRAL ON TOP
COVER -(NOU-LO KING)
FOR 5/8 " -11 N.C. x 1-1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
TYP. NON -SKID PATTERN
w B
1" SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No-3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
DRILL AND TAP 5/8 " -11 N.C. 1 -1 /2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER OCKINi
N0
buoi-
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
W (SEE NOTE 4) --�� LIMITS OF PIPE ZONE
(CLASS B. C, D, DESIGN)
BEDDING FOR RIGID PIPE
6W jE NOTE 4) LIMITS OF PIPE ZONE
ME
Wv —710 go
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
IFY I DATE I AP"
CNW
ml L
LSK
4w
LSK
PIPE BEDDING
rrts
L an
I jW ML nu
wr ��
MANHOLE COVER & FRAME
NTS
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY,
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIICATION FOR THE MATERIAL SPECIFICATIONS.
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
MAINTAINED.
• A • 4" MIN. 2r' I.D. AND UNDER
6" MIN. OVER 27" I.D.
DATUM
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
0ii) STANDARD PLANS
LST DATE: 4/97
DWG. NAME: BW 18C SP PAGE: BC
D
a
7
26-3/8 of
25 -1 4"
24"
23-1/4
33-1/4
SECTION A -A
3/4..
1-3/8
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
�mi STANDARD PLANS
1ST DATE:12 /96
DWG. NAME: BR29 SP PAGE: 13074
S 3/9603
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN
1 /4 I.D.
12•• MAX.
•
+
ZERO
+
0
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 A O.D.
O.D.
—
• A • 4" MIN. 2r' I.D. AND UNDER
6" MIN. OVER 27" I.D.
DATUM
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
0ii) STANDARD PLANS
LST DATE: 4/97
DWG. NAME: BW 18C SP PAGE: BC
D
a
7
26-3/8 of
25 -1 4"
24"
23-1/4
33-1/4
SECTION A -A
3/4..
1-3/8
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
�mi STANDARD PLANS
1ST DATE:12 /96
DWG. NAME: BR29 SP PAGE: 13074
S 3/9603
CITY OF DALPAY SHORT PLAT e -28 -04
RENTON FOR JIM DALPAY
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DATE:
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DATE:
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DATE:
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CITY OF DALPAY SHORT PLAT e -28 -04
RENTON FOR JIM DALPAY
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