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HOLD DOWN ANCHORS,
TYP 4 PLACES ®90'-
PIN PILE SUPPORT,
TYP 4 PLACES AT
EQUAL SPACING EACH
MANHOLE, SEE 4/- -
NOTE:
FOR STEEL MANHOLE CAGE,
SEE REFERENCE DWG S3
MANHOLE COVER
SEE 6 /S2
SEE 3 /S1 FOR
REINFORCEMENT
° 8 "DIA DUCTILI
IRON STUB -.
-J1 -1063
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i 3° SST SEATING
RING, SEE 9/S2
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101 STEEL EYE NUT FOR
PRECAST BUOY ANCHORAGE
MANHOLE
TOP PLAN 1
SCALE: 3/4 ° =1' -O° C4
HOLD DOWN
— — ANCHOR, #5012-
1 SEE 7
S2
2' -0 °ID I I SEATING RING - #5 HOOPS
SEE/-9-1\
S2
4' -0 °ID
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L--CHANNEL L PRECAST
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GROUT
SECTION
2
SCALE: 3/4 ° =1' -0' -
#5 HOOPS
CAD 12 EF —
0
- #5 ®12 EF
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0
PRECAST MANHOLE
6 °DIA GALV STEEL
8" PIPE PILE, SCH 40
TYP
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1 /2- DIAx2' -6 DBA,
TYP OF 2 T &B - — - — - — -
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io- - - - - - -
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8 "DIA SCH 40
fO PIPE SLEEVE
rn
ROUND --
CORNERS
8 "DIA SCH 40J
PIPE SLEEVE R
PL3 /8 T &B
SHEAR P
_ PLAN
SCALE: 1 1/2 " =1' -0" -
5' -2 °DIA 2 - #5 AROUND
1/2 "DIAx6 WHS (�12,
3' -10y "DIA EMBEDDED ARMOR HORIZ OFFSET UPPER o
PLATE SEE AND LOWER WHS '6"
11Y4"
CONSTRUCT °I °
CONCRETE' CHANNEL
AND SLOPE SHELF PRECAST -- --
• 1/2" PER FOOT MANHOLE
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5/8 "DIA STEEL EYE
NUT FOR BUOY ARMOR PLATE
' - ANCHORAGE SEE
- CLa s B SAP, TYP DETAIL 6
_ - SCALE: 1 1/2 ° =1' -0 -
2 - #5 HOOPS
1 /4"x3 "DIA
SEEP RING 5 - #5 EW T &B AT
/PILE SUPPORTS EQ SPACING
BEYOND NOT SHOWN
SECTION 3
SCALE: 3/4 " =1' -0" -
':�l "
"3-1/2 "DIAx6 WHS
3/4 "DIA GALV THRU BOLTS ON
PILE ±. PROVIDE OVERSIZE DRILLED
HOLES IN 8 "DIA PIPE SLEEVE TO ACT
AS GUIDE FOR SUBMERGED DRILLING
AFTER INSTALLATION OF PILES.
BENT PL3 /8x�i
MATCH MH L
RADIUS 4
#5 ®12 EW T &B
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CITY T
swam ,�.` e.e ,°m ITY OF MAY 2003 x.
Tetra. Tech /KCM, Inc. AS NOTED C
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KENNYDALE LAKEFRONT
1917 First Avenue ee•M DaruM I ON SEWERIMPROVEMENT „� a
Seattle, Washln #on 98101 1 DRAWING CONFORMED TO CONSTRUCnON RECORDS 12/03 a®m Y
9 , Planning /Building /Public Works Dept. PRECAST MANHOLE DETAILS S l i
206-443-5300 Fax: 206443 -5372 NO. REVISION BY DATE APPR
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SCANNED MR 2 9 �� C� ; �- 3 B e2 `� � S — 3 0 .� 2
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