HomeMy WebLinkAboutTED4001893.17
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BILL OF MATERIALS
QUANTITIES ARE ESTIMATES FOR PUGET POWER U-SE
AND SHOULD NOT BE USED FOR PREPARATION OF BIDS
LINE
OTY
UNIT
DESCRIPTION
PUG T P WER
REMARKS
STANDARD
CODE
1
10
EA
CATCH BASIN TYPE 1a DESIGN 'D'
2
1
EA
TYPE 2 GRATE INLET
WITH AFL/CLARK VALVE
3
1
EA
54" I.D. MANHOLE WITH
CONTROL ORIFICE
4
1
EA
54" I.D. MANHOLE
CW
5
45
I
FT
8" CORRUGATED METAL PIPE
AASHTO M-36
6
168
LIN
FT
8" CONCRETE PIPE
ASTM C-14, CL 2
7
-144
LIN
FT
12" CONCRETE PIPE
ASTM C-14, CL 2
8
72
LIN
12" CORRUGATED METEL PIPE
AASHTO M--36
kpl_>
FT
9
60
LIN
36" CONCRETE PIPE
ASTM C-76, CL 4
FT
10
35
YD3
BACKFILL GRAVEL FOR
3112.0371
PIPE BEDDING
11
16
FIT
4" PVC SCHED 80 PIPE
12
80
FIT
6" PVC SCHED 40 PERF PIPE
y
t'FJ ISTEER..
tl%%IONAL FN�
MANHOLE #1
CB #1
CB
#8
54" W/CONTROL ORIFICE
RIM EL 18.50
RIM
EL 15.00
TOP EL 19.00
8" (E) IE 16.50
12"
f(W) IE 12.00
12" 0 (E) 13.13
12"
0 (S) IE 11.90
12" 0 (W) IE 14.49
CB #2
36" 0 (N) IE 13.23
RIM EL 18.50
CB
#9
8" 0 (W) IE 16.04
RIM
EL 15.00
MANHOLE #2
12" 0 (S) IE 15.71
8" 0 (E) IE 12.25
TOP EL 19.00
12" 0 (E) IE 15.86
CB #3
CB
#10
36" 0 (S) IE 13.53
RIM EL 18.50
RIM
EL 15.00
12" 0 (N) IE 15.50
8" 0 (E) IE 12.25
MANHOLE #3 (EXISTING)
12" 0 (S) IE 15.40
RIM 15.06 (EXISTING)
4" 0 (W) IE 16.25
32" 0 (N) IE 6.05 (EXIST)
36" 0 (E) IE 7.50 (EXIST)
CB #4
24" 0 (S) IE 6.69 (EXIST)
RIM EL 18.50
12" 0 (N) IE 11.60 CORE
12" 0 (N) IE 15.19
DRILL PIPE ENTRY
8" 0 (W) IE 15.54
81, 0 (W) IE 12.15 CORE
12" (E)IE 15.09
U RILL PIPE ENTRY
MANHOLE #4 (EXISTING)
R>8"
CB #5
0 (W) IE 12.13 CORE DRILL
RIM EL 18.50
PIPE ENTRY
8" 0 (E) IE 16.00
CB #6
GRATE INLET W/OIL
STOP VALVE
RIM EL 18.50
RIM
19.25
12" 0 (W) IE 14.73
4" 0
(E) IE 16.41
12" 0 (E) IE 14.63
6" 0
(N) IE 17.84
6" 0
(S) IE 17.84
CB #7
6" 0
(W) IE 17.84
RIM EL 18.50
8" 0 ('E) IE 16.00
REFERENCE DRAWINGS
0- 2914 SITE WORK SPECIFICATION
D-5174 GRADING & FENCING PLAN
D-5176 FOUNDATION PLAN
RECOMMENDED
FOR APPROVAL
8Y UA; .
UA%
(� TE. 4? --/a? 'fd
reduced drawing - do not scale
Raw I !WC710
RENTON
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SW 23RD
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SW 27TH ST
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SW 34TH a SUBSTATION
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VICINITY MAP
REV NO' DATE /-%ESCRIPTIONWO#87047B j
I ° c)FV. GRADING a DRAINAGE1 DRAINAGE PLAN
Or?I A PARK SUBSTATION
VICT
DRAWING NO 12EV NJ T B P ENGINEERING
_ 11EPAR- E:-i D- 175 __4
8_q-�d ��E BEL_E''llE,'NA SHEET 1 OF 2
)' # J VY i p .j- 9 F. V SCALE t 111- 20' COUN i Y L��SEQ NO FILE NO
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