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NOTED, SEE PLAN
DPEN I NG SPAN,
SEE PLAN a
" MAX
!/ " MAX
rj " STAINLESS
„
STEEL
HEAD
FLAT
SCREWS
3/
WITH
NUTS
2 SQ
WELD
TO L
AT 12"
CTRS
ALL AROUND
STIFFENERS d ; % "x 3/ 11
WHERE READ, STAINLESS
SEE DETAIL �' fl U STEEL BAR
AND TABLE a .
THICK x 1%" CONT
NEOPRENE GASKET,
ASTM b 1056 - RE - 4 1- E 3�6
STAINLESS STEEL L-2x2x'14 it, 7YPE 37611
3/" DIA x 6" STAINLESS
STEEL ANCHORS AT 18"
CENTERS HOOK 2" AS SHOWN
33T TYPE 316 COVED PLA7E.
NTS
NOTES:
1. RUNGS SHALL BE FABRICATED
FROM 3/" DIA SMOOTH STL BAR
AND SHALL BE GALVANIZED
AFTER FABRICATION. _
2. RUNGS SHALL BE EQUALLY
SPACED VERTICALLY AT 12"
OC MAX.
3. DUCTILE IRON MANHOLE STEPS
NO. R1982-J AS MANUFACTURED
BY NEENAH FOUNDRY COMPANY MAY BE
SUBSTITUTED AT CONTRACTOR'S OPTION.
4. EMBEDDED PORTION OF RUNGS SHALL BE
COATED AS PER SPECIFICATIONS.
EDGE OF
OPENING
1/ `L' OR STIFFENER
TYP 12" MAX SPACING, SEE TABLE
'L'
NOTES:
I. STIFFENERS TO BE PLACED LONG
LEG VERTICAL.
1 2. STIFFENER TO BE PARALLEL TO
THE SHORT EDGE OF OPENING.
3. MAXIMUM ALLOWABLE UNIFORM
DESIGN LOAD = 300psf
n FACE OF n
�t CONIC
JJ WALL J�
6
11-4,1 CLR
INDIVIDUAL RUNG LADDERNTS
O
_ -0 ;o�.�
0.-
o0a:o•o
�0•.:o.
P I PE SLEEVE
PASSING PIPE
MODULAR MECHANICAL
SEAL ASSEMBLY WITH
SST BOLTS AND NUTS,
AS SPECIFIED
WALL PENETRATION
SEAL DETAIL
NTS
I
SYMMETRICAL
ABOUT
i�:�CHECKERED
PLATE COVER
31 2_�TYP
TABLE
SHORT
SPANS
STIFFENER
SIZES
MAXIMUM
SPACING
31-011
L2x11/2x1/
11-611
31_611
L2x11/2x1/
11-611
41_oil
L2x 11/2x1/
11_311
41-611
L21/2x11/2x1/
1'-6.11
51_oll
L21/2x 11/2xi/
11-311
COVER ST I FFENERS
NOTES:
1. COVEP, t'LATE ANb ST/FI=ENE1°ZS AKE: ALUM/NUM PLATES ANb
ANGLES. A LLoy' GOG1- TCD , T1`EA0 PLATE.
2 ALUMINUM OPALL. 6E WELbEb W17-1-1 GAS METAL AtzG (MLf 0l2
Gas TUNGSTEN ArC (TIG) PKOGESSES /N AGG0IebAti1GE I.JI TO
THE 1ZECOMMEN0AT1ONE) OP TuL- AML1vjCAN G,IELO114G SOCIETY
CONTAII•IEt� IN TI-IE WL-LIJING 9ANb8001<, AS LAST 1��vlSEb,
0IZ1N(7 6MOOT9 ALL LyP05Lb ALUMINUM WLLt�)s,
SLAB OPENING COVER & SUPPORTS 5
NTS - I ) I
1„ TUBE 3x 3x 0.25
UNDER COVER
— — — PLATE
COVER PLATE -"
LATE — — r —
3/" DIA x 1
3 LONG
ROD �
i I 1 l�
il
I co
IL — ---�
ll - 11
TYP
3 /6
3 PLAN
3/ 11 r-N 1 A n n rd n r-%
*PROVIDE MIN LAP AS
NOTED
ADD
1-#5x 4'-0" DIAG AT EA
OR SHOWN ON PLANS,
TYP
COR
FOR EA LAYER OF REINF
STEEL REINF
* CUT BAND--F-7
f�
AREA OF BARS EQUAL
BAND "B" BARS CUT XO
4 ) OF
STEEL REINF
CUT BAND "A"
7-#5 HOOP, AREA OF BARS EQUAL
CIA OF OPNG +8"1 BAND "A" BARS CUT
N EA LAYER OF NOTES.-
REINF FOR OPNGS LARGER THAN 8" 1• TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS
AND SLABS UNLESS INDICATED OTHERWISE ON PLANS.
2. DO NOT WELD REINFORCEMENT TO PIPE
SLEEVES AND INSERTS.
OPENING RE INFORCING
4
NTS
7F,0 - Coo . /,&Z r
FERGUSON-5 SONS INC 9' '04
O HOLE
BE 3x3x0.25
t" LONG
(3%x3%"
ATE
SECTION
LIFTING EYE DETAIL
NT S
A
F-APPROXIMATE
C-MIN STEM UTSD-CE1D ER BULB -----NO. OF RIBS
THICKNESS OOUTSIDE DIA EA SIDE, EA
@ OUTSIDE FACE OF WS
A A A A A . L+" PROJECTION
ALL RIBS, TYP
B-M / N STEM E-M 70/ N BULB s/ 2 „ NOTES:
THICKNESS THICKNESS TYP 1. MATERIAL QUALITY
@ CTRTHICKNESS
BULB PER SPECIFICATIONS.
2. DIM REQUIREMENTS
I ND I CAT ED SHOULD
SIZE
A
B
C
D
E
F
411x 3/6 11
411
3/6 rr
3/6 11
31411
'/ 1r
4
611x 3811
611
/8 r,
3 rr
8 I,
114 ,r
6
9 llx 6 11
91,
8 11
8 r,
111
1� 11
VV LV
� 8E GIVEN TO
SUPPLIERS PRIOR TO
PLACING ORDERS.
3. NON -ROUND CENTER
BULBS SHALL HAVE
A MIN OUTSIDE DIM
OF 'D'.
PLASTIC WATERSTOP. O7
NTS
EXPOSED FACE OF WALL
DEPTH OF CONE AS
SPECIFIED, TYP
INSIDE FACE OF WALL
:0. e. -:O. O.
0 .o•e;p•d-
o. o..: USE CONICAL TYPE
' °'� : : d INSERTS EACH FACE
FILL WITH DRY PACK
NONSHR I NK GROUT TYP
EA FACE, SEE NOTES
WATERSTOP
NOTES:
I. THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS
SHALL BE APPROXIMATELY EQUAL HORIZONTALLY AND
VERTICALLY AND SHALL BE UNIFORM IN EACH DIRECTION.
2. DRY PACK ALL TIE HOLES WITH NONSHR I NK GROUT WITH COLOR
OF GROUT TO MATCH COLOR OF CONCRETE AS CLOSE AS POSSIBLE.
3• DRY PACK METHOD SHALL BE AS SPECIFIED USING STEEL TOOLS.
FORM SNAP —TIE HOLE
NTS
op, ut. #(0
s ',r
4 A�
CWMHI LL
- _#3 @ 0// , TYP
THICKEN WALL SECT/oN
CAST CoNC 2 - -G, TY?-
p/PE IN
IJALL -- 1/-0i1 MIN ALL A1•ZOUNb
n
� I
WALL
THIMBLE -
SEE NOTE i I
I
v
• o v-
I�EINP
CONG PIKE
7
NOTE:
FoK oPNc KCiN�
2I-C)"' 11-6u f SEA 4
1. 18 DIA x 10 GIRGULt11, INLr-T (PER Mi92
Di�ETAIL) REQ 10 I=OI°Z PUMP STAT/ON
GONNEGTION ONLY EORZ RF_TA/NING WAL.Ls
EXTEND THE LONG PIPE TO e>,L- FLUSH
W1 TH THa PAGE OF THE WALL '
PIPE CONNECTION DETAIL 9O
AS BUILT
RECORD DRAWINGS
Revisions Drawn by M. S PA2L(Al [j Date 4 - l S-18y
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ONI
THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,
TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
RECORD DRAWINGS.
512
SCHEDULE A
SCHEDULE C
CITY OF R E N T O N
DEPARTMENT OF PUBLIC WORKS
STRUCTURAL DESIGN DETAILS
OAKESDALE AVENUE SW
DESIGNED DATE MQ,K '2 . 1915b FILE NO
DRAWN SCALE AG SHQWIf FIELD BOOK _PAGE__-
1� RECORD DRAWING MGS-15-89 CHECKED
NO. REVISION BY APPR. DATE APPROVED_! �r SHEET 17 OF34
DIRECTOR •OF PUB0C'wORNS