HomeMy WebLinkAboutWWP2701783.1SEC. 3 TWN. 23 N.1 R. 5 E.
REVISIONS
02' 27" E
00
7�
'400,
N �D
E4
STA. 1+56.26 15, W-
2 7.51,
SS MH 2
RIM EL = 416.02'
INV EL = 40F,0` 8"-DtjT
INV EL = 08.17'6" N
SS C. 0.
70P 416.0
LE. 08.61,
5
"7 '6 N S
S C.O.
/T 0 p .0;.,6ff.O
4 1
s" SIDE s.-w4R ca
ss C.O.
TOP EL. t 416.0
LE. = 41400
FF
41e.00'
E -4
� 20' 24'
E-4
z
00
A19
4,
L
8 4 6' 2-1" W All
do m
25 4.2 V
112'
12 UNIT A1-A1.rrN/,E1\TT
FAMILY BUILDING 1)
ss co
FF 412.00' RIM EL = 413.50'1
INV EL = 405,297'
Lt-
158LF 8"0 PIKC, S = 2148 % 158.
3AC-; wIE5&
Wz Qz
H
�19
u
158.N
12 UNIT Al 4RTMENT
/I
1IqV Ed 410-
412
C'4
0
V1
C)
SS CLEAN OUT
PHASE II
411
EX SS MH
RIM EL = 413.08'
INV EL = 4041'83' 8" OUT
INV EL = 404.93'6" IN
40
D. MON
IN CASE
7 Z',
1//* 08' 02"
FR 33.00'
L = 64.01'
410
STA. 0+15 W-2, 15' LT
SS MH *1 48"
RIM EL = 410.67'
INV EL = 403.42' OUT
INV EL = 403.52' IN
O
STA. 4+67, 30'RT
SS CLEAN OUT
PHA SE N
1STA 4-446.c6L
0+00 W-1,
1
Ll
QD
0
R
STA. 3+78, 43'RT
40z-; SS CLEAN OUT
61,
PV
PHA SE I I
ADULT
BL J� T)ING
F.P"Iff 410.00'
Ss C.
TOP FL.
I.E.= 40
0, EX SS MH
408.31'
RIM EL
43 6" L
3
SA9.47 INV EL =,400.16' a" OUT
INV EL = 400.26'8" IN
ss G.O.,
409- 0'
rx 81,
Alo 240.20' A09 'HL I NE 3
GENERAL NO TES
ALL WORM SHALL BE IN ACCORDANCE WITH THE STANDARDS AN SPECIFICATIONS
OF CITY OF RENTON AND APPLICABLE PORTION OF THE LATEST EDITION OF
APWA STANDARDS AND SPECIFICATIONS —
MINIMUM SLOPE FOR SIDE SEWER IS 2.00%
ALL LOCATION" OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBLITY TO VERIFY THE TRUE AND CORRECT LOCATIONS
SO AS TO AVOID DAMAGE OF DISTURBANCE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH WASHINGTON INDUSTRAIL
SAFTY AND HEALTH ACT (WISHA).
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE
T
OF BACKF-LLLING ALL CONSTRU+,TION. BACKFILL FOR STREET CROSSINGS SHALL
BE 5/8" MINUS CRUSHED ROCK.
BEDDING SHALL BE PEA GRAVEL 6" OVER AND UNDER PIPE.
STREET RESTORATION SHALL BE PER SHT. 2 OF 3 OF STORM DRAINAGE PLANS.
NO TE--
PRIVATE 8SIDE SEWER FROM STA 1+12.5
TO LOT 2 OF PROPOSED SUNSET PARK
SHORT PLAT IS SHOWN ON SHEET C3A
AS BUILT CITY FILE NO. 10-3 -4
NOTE:
APPLICANT SHALL HAVE EXISTING SEWER MAIN TVD FOR CITYS REVIEW.
IF REPAIR IS REQUIRED4 APPLICANT SHALL REPAIR '. J THE SATISFACTION OF
THE CITY OF RENTON PRIOR TO TURNING OVER TO THE CITY.
PIPELINE SHALL BE SUCCESSFULLY TESTED IN ACCORDANCE WITH CITY OF
RENTON TESTING CRITERIA IN THE PRESENCE OF A CITY INSPECTOR PRIOR TO
ACCEPTANCE BY THE CITY.
m 1/mA VAS
BY —
AS BUILT PLANS WERE PREPARED BY
TOUMA ENGINNERS FROM A FIELD SURVEY,
/
783
>1
108 A0. 647-001-901
MT
DRAWN OT
comr.
CHECKt:,,, MT
DATE dANUARY 1991.
C5 •OFC/0-. SHEETS