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'C9 47" W 570.90'
2 �I -CASI 0' \ 1 -_ '\ OR R- FINISHED GROUND 46 F PAVEMENT
-.a
% 1. k�' I DRI1JF_-\tJPN NIAM HOLF-5 N'4—F- 5' 0FF_—,F_T F%IIA e. FT
BEND .7� PLUG CLASS _C_ CONCRE, (TO (F_I,-ATMR OF W.H)
3CAa_F_ la= 40'
FIRST STEP TO BE 14" MAX. FROM _OP 24` WHOLE RING AND COVER
OF MANHOLE. STEP To BE INSTALLED �SEE LICKING TYPE RING AMID COVER
BETWEEN FIRST AND SECOND RISER RING DETAIL SHEET (OLYMPIC FRORY M 36 D/T)
ABOVE CONE FINISH GRADE
4 MIN 12 MAX
CNIC LEVELING
PLASTER SMOOTH INSIDE AND OUTSIDE BRICK C PRECAST RINGS
FACING OF LEVELING RINGS WITH MIH L.-3" RINGS. PRECAST RI
j" THICK GROUT MUST BE CAST WITH, 12 GROOVE TO ALLOW FIELD I
LEVELING
N
E
I NIS
A 0
I -
TN'
S I DIE
N
a. C. _INSTALLED STEP
48-'.24"
PRECAST
I
ECCENTR C
7
N COME
GALVANIZED STEPS AND INSIDE
STEPS BE
- - - - - - - - - - - -- -
DETAIL SHEET. ALL STEPS MUST! BE
Y
LINED UP VERTICALLY
CONFINED O-RING
RUBBER GASKET
PRECAST AST
RECAST SECTIONS JOINTS
AS - - - - - -
AS REQUIRED
W Al AMETZI
CONSTRUCT CHANNEL AND SHELF IN FIELD -4" MINIMUM
BROOM FINISH SHELF, CHANNEL TO HAVE
PLASTER SMOOTH FINISH, CHANNEL TO BE
FULL Dii OF PIPE
SLOPE
-.7
STA
, 1 91VNDISTURBED EARTH
PIPING ING THROUGH WALL:
FOR P V.C. PIPE. WHOLE COUPLINGS AS MANUFACTURED By JOHNS.
MANVILLE . OR APPROVED EQUAL SHALL BE FIELD GROUTED INTO
MANHOLE WALL AND A.C..F.Y.C. SEWER ADAPTER GASKET EQUAL TO
ROMA' INDUSTRIES INC..
FOR DUCTILE IRON PIPE, INSTALL JOINT MAXIMUM 12" FROM WALL.
GROUT IN PLACE FROM THE- OUTSIDE..
�RD MANHOLE DETAIL
oPt W4
'SANITARY SEWER'NOTES'
I- All work and serials shall a in acc cdano Witt F"In TO-
Sewer U . r a D. . Lee of Soul CL _, Is for
sewage work design.
�
�N��
� ►i�
_.. .,may_
3. The sancta ry sewer pipe shall be PVC, confor,ir�q LOASTII
D 3034, SDR 35 unless otherwise specified. Bedding and
L..kfill sh all be A. required.
4- Al11"lltic" to sting ".b."s A all be done in he
presence of L. e:i' I District. as 1. ve of S.we ID L
5. A preconstcucti.. ... fol-C. .hall be held prior to the
be by the
start of construction, and should attended
c 0 net utilities and r'
ontracLor, engineer, ' ep-
s..tatiV.. of O-K-, s ... r L'atthc!'Ct.
6. The new sanitary a a..r li le sh 11 be pl"3 ,1,"d not put
int service until' ll Ii. 'h v been cleaned, 1 ushe4
d tested All sanitary lines shall be inspected by the
Midway Bawer District and all testi:g shall b e d one in
P as a, r Lrict Representative.
7. The locations and sizes of existil i� underground utiliLi.
are shown in an approximate way only fro . fornati.n of
c...r d. The contractor shall determine the-act location
and size of all existing utilities before commencing Work.
The contractor agrees to be fully responsible at Any an,,
all a 'As which .might t a occasioned by the contractor's
failure to exactly locate and pees eve any and -all under-
groundAitijities.
a. Prior to starting construction, the contractor .&hall ., 11
one call (1-800-424-5555)t� utility location. Water,
:S
power,
television
9. Any i.l.ne-de to It base must be reviewed and
sumpkemiin
L Av plans
approved by -tbe. 41"jedr prior to say
tation in the Ifield.
10. All pip 'I .... t, and pipe lengths are measured and
ti
calc ,.,Led to the .,its r ofmantiole.
11. Baddi.9 material for a er pipes shall be 4" bedding IN:
rock padding ... si.ti.g of either 5/8" crushed r k or
gravel:
12. Backfill shall be compacted in multiple lifts meeting 95%
compaction par A.S.T.H. Standards. Depth of lifts depends
on typeof compactor used.
Ia. Compaction of eubgrad s for .11 c .... r.iald.ve.l.p.ent
parking, lot. ad roadways shall com ply wit . 6 paction
requirements for King C ... t y . i . talne " roadways. The
,ubgrades under all areas to be.paved shall be firm and
0)
yielding and compacted to 95% of the maximum density
(P ar Ste dard Proctor Test.) Proof rolling prior to paving
is required to in stability.
Z
Z% ,
. 5
I!7X C8
CGPP . !-D)
(E5 34-5�(Iz '1"4)
Ne. 34 -_�4(,Vlo--�
.5FT DA"*j & &1,40 of E>SISF
R1w, , --2157
IE 3z,.,7 Ce�,m5w)
FIRM,
L
fAm
Rim- 4q•o'
W SW SE
41,0
1 F I ��, �
SN
F
\3
J-------
4
'C9 47" W 570.90'
2 �I -CASI 0' \ 1 -_ '\ OR R- FINISHED GROUND 46 F PAVEMENT
-.a
% 1. k�' I DRI1JF_-\tJPN NIAM HOLF-5 N'4—F- 5' 0FF_—,F_T F%IIA e. FT
BEND .7� PLUG CLASS _C_ CONCRE, (TO (F_I,-ATMR OF W.H)
3CAa_F_ la= 40'
FIRST STEP TO BE 14" MAX. FROM _OP 24` WHOLE RING AND COVER
OF MANHOLE. STEP To BE INSTALLED �SEE LICKING TYPE RING AMID COVER
BETWEEN FIRST AND SECOND RISER RING DETAIL SHEET (OLYMPIC FRORY M 36 D/T)
ABOVE CONE FINISH GRADE
4 MIN 12 MAX
CNIC LEVELING
PLASTER SMOOTH INSIDE AND OUTSIDE BRICK C PRECAST RINGS
FACING OF LEVELING RINGS WITH MIH L.-3" RINGS. PRECAST RI
j" THICK GROUT MUST BE CAST WITH, 12 GROOVE TO ALLOW FIELD I
LEVELING
N
E
I NIS
A 0
I -
TN'
S I DIE
N
a. C. _INSTALLED STEP
48-'.24"
PRECAST
I
ECCENTR C
7
N COME
GALVANIZED STEPS AND INSIDE
STEPS BE
- - - - - - - - - - - -- -
DETAIL SHEET. ALL STEPS MUST! BE
Y
LINED UP VERTICALLY
CONFINED O-RING
RUBBER GASKET
PRECAST AST
RECAST SECTIONS JOINTS
AS - - - - - -
AS REQUIRED
W Al AMETZI
CONSTRUCT CHANNEL AND SHELF IN FIELD -4" MINIMUM
BROOM FINISH SHELF, CHANNEL TO HAVE
PLASTER SMOOTH FINISH, CHANNEL TO BE
FULL Dii OF PIPE
SLOPE
-.7
STA
, 1 91VNDISTURBED EARTH
PIPING ING THROUGH WALL:
FOR P V.C. PIPE. WHOLE COUPLINGS AS MANUFACTURED By JOHNS.
MANVILLE . OR APPROVED EQUAL SHALL BE FIELD GROUTED INTO
MANHOLE WALL AND A.C..F.Y.C. SEWER ADAPTER GASKET EQUAL TO
ROMA' INDUSTRIES INC..
FOR DUCTILE IRON PIPE, INSTALL JOINT MAXIMUM 12" FROM WALL.
GROUT IN PLACE FROM THE- OUTSIDE..
�RD MANHOLE DETAIL
oPt W4
'SANITARY SEWER'NOTES'
I- All work and serials shall a in acc cdano Witt F"In TO-
Sewer U . r a D. . Lee of Soul CL _, Is for
sewage work design.
2. The contractor shall obtain all necessary permits prior
to any. construction.
3. The sancta ry sewer pipe shall be PVC, confor,ir�q LOASTII
D 3034, SDR 35 unless otherwise specified. Bedding and
L..kfill sh all be A. required.
4- Al11"lltic" to sting ".b."s A all be done in he
presence of L. e:i' I District. as 1. ve of S.we ID L
5. A preconstcucti.. ... fol-C. .hall be held prior to the
be by the
start of construction, and should attended
c 0 net utilities and r'
ontracLor, engineer, ' ep-
s..tatiV.. of O-K-, s ... r L'atthc!'Ct.
6. The new sanitary a a..r li le sh 11 be pl"3 ,1,"d not put
int service until' ll Ii. 'h v been cleaned, 1 ushe4
d tested All sanitary lines shall be inspected by the
Midway Bawer District and all testi:g shall b e d one in
P as a, r Lrict Representative.
7. The locations and sizes of existil i� underground utiliLi.
are shown in an approximate way only fro . fornati.n of
c...r d. The contractor shall determine the-act location
and size of all existing utilities before commencing Work.
The contractor agrees to be fully responsible at Any an,,
all a 'As which .might t a occasioned by the contractor's
failure to exactly locate and pees eve any and -all under-
groundAitijities.
a. Prior to starting construction, the contractor .&hall ., 11
one call (1-800-424-5555)t� utility location. Water,
:S
power,
television
9. Any i.l.ne-de to It base must be reviewed and
sumpkemiin
L Av plans
approved by -tbe. 41"jedr prior to say
tation in the Ifield.
10. All pip 'I .... t, and pipe lengths are measured and
ti
calc ,.,Led to the .,its r ofmantiole.
11. Baddi.9 material for a er pipes shall be 4" bedding IN:
rock padding ... si.ti.g of either 5/8" crushed r k or
gravel:
12. Backfill shall be compacted in multiple lifts meeting 95%
compaction par A.S.T.H. Standards. Depth of lifts depends
on typeof compactor used.
Ia. Compaction of eubgrad s for .11 c .... r.iald.ve.l.p.ent
parking, lot. ad roadways shall com ply wit . 6 paction
requirements for King C ... t y . i . talne " roadways. The
,ubgrades under all areas to be.paved shall be firm and
0)
yielding and compacted to 95% of the maximum density
(P ar Ste dard Proctor Test.) Proof rolling prior to paving
is required to in stability.
Z
Z% ,
. 5
14 Manhole covers shall be the cast Iran bolt down type.
Z
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SCAL& 40'
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JAEGER ENGINEERING i94EET
9419 S. 204 P1. Kent, Wa. 98031
SCANNED MAR 3 0 2000 (206) 850-0934 SCANNED NOV - 5 1998
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