HomeMy WebLinkAboutWTR2703214.34Y4" FLOOR
PLATE, TYP,
ADDL #8 @ 6" O.C.
EW. ALT W/ TYP PST
FOR 3" SPCG. BOT
MAT ONLY, TYP FULL
PERIMETER. R52'-9"
SUM 6Le4 LINES -�
$ 24 W
RING WALL, SEE
DETAIL THIS SHEET
ADJUST ANCHOR LOCATION AT
CABLE TRAY EXTENSION PER
DETAIL 519/SO7, TYP OF 2.
AD
o�
<C w
o SEE ACCESS PORT
DETAIL, DWG S07, TYP,R'�o
4%S-O" ®� co
ANNULAR G'/
RING, TYP.
i
i
fFI,--_ �; I pK®0�� 3'53'34" BETWEEN ANCHORS (APPROX
/ K � O 2'-8Y" O.C.), TYP EXCEPT AS EL 456.88' ~ \ ° Qe �v�o NOTED. ANCHORS MAY BE ADJUSTED .� 0 P +- 3" TO AVOID CONFLICTS.
e
RESERVOIR INLET AND OUTL
° FLOOR JOINTS -,� EL 457.00' TYP AT PIPES, SEE DWG NO. M02 F
WALL EDGES CONTINUATI
511
DRAIN Q
512
/r SUMP 08 °
CENTERLINE
- R33'-O"
R37-8" �4 ADJUST ANCHOR
ANNULAR RING p LOCATION AT CAE
TRAY PER DETAIL
0 504/SO8.
R40'-O" (p
INSIDE SHELL
3'-0" SEE S08 FOR SAMPLE LINE
I CABLE TRAY
PENETRATIONS � --------- ._._ _ S 8�.2?,28„ E I
�lL 7650,34 OUTLET CENTERL►N'`
F7 i-"'��C7 ❑'
R38'-6" FLOOR EL 457.51' N� 1
RING WALL
MAT FOUNDATION / 1.5%, TYP
PIPE SUPPORTS
S07
MAT FOUNDATION, SEE
DETAIL THIS SHEET
NOTES:
COATINGS PER DIVISION 9 OF THE SPECIFICATIONS. PAINT
ALL EXTERIOR ITEMS, INCLUDING GALVANIZED ITEMS.
THREADED PORTIONS OF BOLTS SHALL NOT BE PAINTED
UNTIL BOLTS HAVE BEEN TIGHTENED. PAINT ALL INTERIOR
ITEMS EXCEPT GALVANIZED ITEMS.
STEEL REQUIREMENTS PER DIVISION 5 OF THE
SPECIFICATIONS,
CONCRETE PIPE
SUPPORT BLOCK AND
STRAPPING, TYP. B
S09
DJUST ANCHOR LOCATION
'ER DETAIL 4/SO6. TYP 2
iNCHORS.
ADJUST ANCHOR
LOCATION PER DETAIL
517/SO7. TYP 2
ANCHORS, EA MANWAY.
OUTLET PIPE
S09
C
h�_INLET PIPE qcc-e �SS
ADDL 756 #9x12'-9"
EQUALLY SPACED, TYP
FULL PERIMETER, BOT OF
SLAB.
RESERVOIR FLOOR
sR
RESERVOIR FOUNDATION
RESERVOIR
DRAIN\OVERFLOW
- PIPE, SEE DWG NO.
M01 FOR
CONTINUATION
MINIMUM STRAIGHT DEVE ')P9FNT
LENGTHS ( ed )+
MINIMUM LAP SPLICE LENGTHS ( `+
�:_NT LENGTHS ( N )
=RS
TENSION BARS CLAS ) b
ND HOOKS
-c'
BAR SIZE
TOP BARS OTHER BARS
ALL BARS
-
# 3
25" 19"
# 3
6"
# 4
25"
19"
# 4
33" 25"
# 4
7"
# 5
31"
24"
# 5
41" 31"
# 5
9"
# 6
37"
29"
# 6
49" 37"
# 6
10"
# 7
54"
42"
# 7
71" 54"
# 7
12"
# 8
62"
48"
# 8
81" 62"
# 8
14"
# 9
70"
54"
# 9
91 " 70"
# 9
15"
# 10
79"
61"
# 10
103" 79"
# 10
17"
NATIVE OR STRUCTURAL FILL
gcss� COMPACTED TO 95% STD
SURFACE ELEVATION PROCTOR IN MAX 8" LIFTS.
PER SITE PLAN
T
/ L 36" ACCESS PORT,
TYP OF 2. 51
S07
Kr'4ESERv0"'*'IR FLOOR AND FOUND"ATIO"N PLAN
'L TO OR GREATER THAN 2-1/2".
2. END 6'0�E �O` HOOKS MUST BE EQUAL
TO OR GRE;;TER THAN 2".
- ANCHOR CHAIR w08
RESERVOIR SHELL / �08
(90) 21"0 ASTM A354-BD ANCHOR 2" NON -SHRINK GROUT. STRUCTURAL FILL COMPACTED TO 95% MODIFIED
BOLTS. SEE SPACING NOTE ON PLAN. �, PROVIDE "T HOLES IN PLATE PROCTOR IN MAX 6" LIFTS. NATIVE MATERIAL
ALSO SEE ANCHOR BOLT NOTES BELOW. ^ OR OTHE: MEANS TO ENSURE MAY BE USED IF ALL ORGANICS, COBBLES AND
COMPLETE GROUTING. BOULDERS >2" O ARE REMOVED.
#5 @ 6" O.C. FLOOR PLATE. 4" SAND
HORIZ (RADIAL) - #7 @ 3 O.C. VERTS FILL
457.00'
FLR EL AT SHELL
I 5'-0"
5-6" EMBEDMENT
MAT FOUNDATION
v
fl
rr
p
�
V
v
v
to
b
d
17 #5 ® 12" O.C.
HORIZ (RADIAL)
�- RING WALL
'
b PL 5"X5"X2" THICK
vD
m
v
v
.v
v
D
p
v.
LAL
H.
WA,
pl:
16727 /
jONAL �"
SIGNED: 06 /29;'07
KORR
oF WASA,l,Zi
AI �g
g 29675
lb I STBVL l�
ZONAL
SIGNED: 06129 /07
�'
OR
is
i
i
Apt
E N G i N E s -
I'LANNERS
r- f STS
SLOPE 1 H:1 V BELOW EL 454,0'.
SLOPE 2H:1 V ABOVE EL 454.0'.
SCALE: SHOWN
/t 6"-8" OF CLEAN CRUSHED SURFACING IN UNDISTURBED NATIVE MATERIAL, PROOF ROLLED
' a t .;, . _l�TAL ALIGNMENT OF f 6"-8" OF CLEAN SELECT SHOULDER CONFORMANCE WITH WSDOT 9-03.9(3). TO A FIRM AND UNYIELDING CONDITION, AREAS I
ANCHOR BOLTS WITHIN TOLERANCE #7 0 6" O.C., EW, T&B TYP BALLAST IN CONFORMANCE WITH COMPACTED AND PROOF ROLLED TO FIRM THAT ARE SOFT, LOOSE, OR YIELDING SHALL BE 0 1 2'
REQUIRED FOR CONNECTION TO RESERVOIR RST. SEE FOUNDATION PLAN WSDOT 9-03.9(2). COMPACTED AND AND UNYIELDING CONDITION WITH VISUAL \ COMPACTED TO MEET THESE SPECIFICATIONS OR DRAWING IS NOT TO SCALE
SHELL PRIOR TO PLACING CONCRETE. FOR ADDL RST, THIS SHEET. PROOF ROLLED TO A FIRM AND INSPECTION AND APPROVAL = REMOVED AND P ..ACED. IF BACKFILL IS IF BAR IS NOT 2" LONG
UNYIELDING CONDITION WITH VISUAL ROLL BY ENGINEERING GEOLG61a { Or', REQUIRED IT SELECT CLASS B GRAVEL DWG N0.
PLOT. 96
* PROVIDE POSITIVE VERTICAL SUPPORT INSPECTION AND APPROVAL OF PROOF OWNER'S GEOTECHNICAL ENGINEER. BACKFILL IN � _ a,NCE WITH WSDOT
® NOTE: PROOF ROLLING SHALL BE eNcir,EeR j
FOR BOLT TO ELIMINATE VERTICAL ROLL BY AN ENGINEERING GEOLOGIST MAINTAIN COMPACTED CONDITION DURING 9-03.12(1)B, CCr.i - TED TO 95% OF MAXIMUM CDW 1 SU2
DEFLECTION DURING CONCRETE DONE WITH A 10-TON VIBRATORY OR OWNER'S GEOTECHNICAL ENGINEER. PLACEMENT OF FORMS AND ?AR WITH
ROLLER OR OTHER METHOD DRY DENSITY PER ASTM D1557 (MODIFIED REAEwEo MLM
., PLACEMENT. VISUAL INSPECTION BY ENGI .
I APPROVED BY THE ENGINEER. -.
PROCTOR). PROCEDURE B OR C. MAX 8" LIFTS. DATE.,µ
PROOF ROLLING SHALL THEN BE PERFORMED TO"'�✓
LON uNS DY K.JS 06/08/09 VERIFY COMPACTION AND STABILIZATION WITH cuENT PEN
E - FLOOR A N SECTION VISUAL INSPECTION OF PROOF ROLL BY OWNER'S -
ADDENDUM / ISSUED FOR CONSTRUCTION BTE I MM 10/09/07 :`3 _ _ _ _ - __-- - _ - p 'T roe No.: 105-049 34
NO. �'F R ENGINEERIN INC. DATE SO
-� OTECHNiCAL ENGINEER. I-- y
E -BEN-D-STR02