HomeMy WebLinkAboutWWP2702165.1SECTION 18, TWP 23 N, RGE 5 E, W.M.
401
25"
1 2 "
MAX.
21"
4" MIN.
ie 48" -
12" (TYp
T
MORTAR :.
FILLET ►
.a •.y. ..
' MIN.
6" MIN.
6
CASTING INLAND FDRY
OR EQUAL. PT.#714
SEE DETAIL 5.1.4.
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
PRECAST SECTION
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE BASE BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONTRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NO SCALE
DATE I REVISION I BY APPR'
1/2" WEB 8 PL.
FRAME (NON —LOCKING)
F
:1�1-7/8"
TYP.
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
CffY OF RENTON
Standard plans
O LST DATE:12/15/91
DWG. NAME: BR28 SP PAGE: B071
1 /2" x 3" x 3/8" NON-SKID PATTERN
CAST INTEGRAL ON TOP
COVER (NON —LOCKING)
-1/2" TYP.
A
0
FOR 5/8"-11 N.C. x 1-1/4"
S.S. SOC. HD. CAP SCREW (3 REQ D.)
NON-SKID PATTERN „
1 SEA
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
DRILL &TAP 5 8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING)
ON 23" B.C. (YP. 3 PL.)
FRAME (LOCKING) COVER
•— 26-3/8„
24" 1�
1 6"
1-1/4" TT
23-1/4:: 3/4"
— 33-1 /4"
gP_rTl nl\1 A — A
i- --� �-2-1 /2"
25" -- -
SECTION B—B
NOTES:
1. FOR NON -LOCKING LID, USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID, USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. MANHOLE FRAME AND COVER
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), T ADOPTED
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY WATER„ ). CITY OF 10UMN
Standard pleas
N't LM DATE:12/15/91
DATE REVISION BY APPR' DWG. NAME: BR29 SP PAGE: B074
(SEE NOTE 4)
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8) —�
FOUNDATION LEVEL -
(CLASS
A DESIGN)
IW (SEE
NOTE 4)1
BACKFILL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL -
RAISE 1 /2" _
WIDE BORDER
LIMITS OF PIPE ZONE
LIMITS OF PIPE ZONE
������z IN
NEW!• -
j
: �� •- :
1"
C
N OTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% 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 ACTAUL 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
BACKFILL 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 SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4/„4MI D.
1 2 MAX
*
*
ZERO
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.
-
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWERS
ADOPTED
CTfY OF RENTON
..
St
dnrd lens
2-21-91 REVISED NOTES 4,
ADDED NOTE 6.
5, 7, & 8 KJ
DATE REVISION BY PPR'
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
�1 /2"
T
5/8"
rz �9" 4"
7-3/4" 2-7/8"
8$
15"
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
sr;
i�
12" 0
FIBER
PACKI�
45 (1 Y8) B
- PLUG TO BE SEALED
IN SAME MANNER AS
` � _ _ _ _ MAIN SEWER JOINTS
an
p
T IST DATE:12/15/91
DWG. NAME: BW18C SP PAGE: B077
DATE I REVISION I BY IAPPR'
CONCRETE
CLASS 3000
3/4"
6 INCH OR 8 INCH CLEAN -OUT
ADOPTED
CffY OF RENTON
Standard plans
LSf DATE:12/15/91
DWG. NAME: BW18B SP PAGE: 6076
gM%
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
�1 /2"
T
5/8"
rz �9" 4"
7-3/4" 2-7/8"
8$
15"
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
sr;
i�
12" 0
FIBER
PACKI�
45 (1 Y8) B
- PLUG TO BE SEALED
IN SAME MANNER AS
` � _ _ _ _ MAIN SEWER JOINTS
an
p
T IST DATE:12/15/91
DWG. NAME: BW18C SP PAGE: B077
DATE I REVISION I BY IAPPR'
CONCRETE
CLASS 3000
3/4"
6 INCH OR 8 INCH CLEAN -OUT
ADOPTED
CffY OF RENTON
Standard plans
LSf DATE:12/15/91
DWG. NAME: BW18B SP PAGE: 6076
gM%
Leonard, Boudinot
& Skodie Inc.
a
PROFESSIONAL ENGINEERS & LAND SURVEYORS
603 South First Street; P.O. Box 1228
Mount Vernon, WA 98273
lei 206-336-5751 Fax•.
206-336-3981
2
PER CITY/ARCHITECT COMMENTS
DEL
I HAF 1
8/12/94
1
REVISIONS PER CITY COMMENTS
DEL
I HAF 1
7 14 94
NO.
REVISION
BY
I APPR. I
DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
FRED MEYER
RENTON CENTER
DETAILS
DESIGNED: DATE: 8/8/94 FILE NAME: 94058
DRAWN: S B K
CHECKED: HAF SCALE: AS NOTED MELD BOOK: PAGE:
APPROVED: SHEET{,— 270F: 36p
DIRECTOR OF PUBLIC WORKS