HomeMy WebLinkAboutWWP2703563.1CHECKED FOR COMPLIANCE TO CITY STANDARDS
WATER / SANITARY SEWER SERVICE
REFER TO WATF AND SEWER PLANS FOR EXACT SIZE AND
LOCATION OF SERVICES FROM EXISTING MAINS TO
SERVICE EN -
ELEVATION DATUM
CITY OF RENTON DATUM (NAVD 1988)
KING CO. SURVEY EN-80 1973:
3"BRASSIE IN THE SIDEWALK ON THE NORTH SIDE OF
AIRPORT WAY AND 30'WEST OF CHECKERED RUNWAY
MARKER
ELEVATION = 30.86 FEET (9.405 METERS)
T.B.M.'A'
TOP OF BOLT ON FIRE HYDRANT
ELEVATION = 48.29
T.B.M.'B'
TOP OF BOLT ON FIRE HYDRANT
ELEVATION = 47.22
T.B.M.'C'
RAILROAD SPIKE IN UTILITY POLE
M "„"?'ION ""71ON = 78.06
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN F- "QOLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARL DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL.
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
CALL 48 HRS
BEFORE YOU DIG
1-800-424-555
TRENCH NOTE:
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE -EET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT RE- ' -EMENTS OF WSDOT SECTION 2-09.3(3)B, IT
SHALL BE Sh--_.,r,,LD AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA
ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH
SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
49.17 RCW.
UTILITY NOTE:
THE LOCATIONS OFFi iNo UNDERGROUND UTILITIES ARE
APPROXIMATE k-l' ' .4D HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE -, VNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNF'FRGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO
LIA "rY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TOPOGRAPHIC NOTE:
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, PETRA
ENGINEEPIN(-, CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPON, -- FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY .1RORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
I" = 20'
0 10 20 40
p
i 48
sm m5i 19 a"Jillm
A PORTION OF THE NW 114 nF SEC. 18, TWP. 23 XI RGE. 5 E, W.M.,
CITYOFRENTON, KING COUNTY, WASHINGTON
o b e n (&c' SSCO #02
STA. 4+-10-38,148.48'R.
ry
__4
e s SSCO #01
Doci RIM iz 6.46 �R
STA. 4+23.40,148. R.
di
IE (6-) 42.00
13 LF PVC
RIM 46.30 6�
IE (6-) = 41,80 (SDR 35)j@ 2.0% n
r
PARM
- - - - - - - - - - - - - -
M1' CA ''N
19 'V�N�
RIM
2 LF 7 6" DIP @ 1.0% /u� 01111 S,
CONC,
Iiii Of '0j'A TO,.', 9,10 AIKKE
AV
CONNECT TO BLDG. GRASSI!
'7 L IE TH-'-�
REi- ut- '4
45.08N 0�7 Rl; C,S4Bf'_3 Si
_0"
x
PROPOSED AUTOZ
BUILDING
_:A,! LA i
F.F.E. 46.50'
GRAS
0
aj
\-UTILITY CROSSING
_3
J
PEW'j
;L't II
'F(;,P K T ON F\E "YDRANT
IF fit i
SA ANE10 U
B;jR,PD 11N �qc;Rv '1,i,= 4'22
C
Cy),,,,<AC iOR ARIFY'
- ft m
Q a..
Lw
R -,R -R,
7-
CA- H BAS11J
--------------
4227, 6" .a...,�,E
0
701 149 LF 6" PVC
(SDR 35) @ 2.0%
r
P, r '17
vc A • S110PIM (C -IC11-1 StA'Isiflv
45, N5
201"' C
(10 A
'123 LF - 8" PVC
7�vv�GT 11
L
'TINGt" CONC. @ 4-669/6�
(SDR 35) @ 29% 000 &
162EXISTING SSMH Q RU
RA&.
"R
T( FAINf')SUR� GRID N: 4475.1407
RID E: 11810.7856
OA
T
�p
J
43 21
G'I IAINUNK FENCLE
p
0, 5 0 - -----
PROPOSED CONNECT
J-Ps-MP..
PAFRCEL V TO EXISTING SEWER
_011NLE
o W) 35.
t- L 01 �' -1 "I'Ll" � -,- IE (8 F
s _c 'U,10M -- I - - I - I _11- 11 1 1 1" - - Al EAR" SRAER JM, 10L SA.
EA)
Ril
-z�
-),C'74 _10 p 101" '(j TYPE I
50, 6 8' )_'N 7 SSMH #01 48
SSMH #02 - 48"0, TYPE 1 45 LF - 8" PVC STA. 4+23.40
W/ OUTSIDE DROP (SDR 35) @ 6.0% RIM = 47.10
CONNECTION IE (8- N) = 38.78 :l ) PROPOSED 15' IDE
RIM = 56.00 TO BE REMOVED V)
r"(1)
STA. 4+68.00 EXISTING 8- CONC. @ 8.66%
IE (8- E) = 38.72
H SANITARY SE ER EASEMENT
IE (8- W) 38.78
IE (8- E) = 41.54 III w
IE (8- W) = 49.49 (@ DAM)
PER
11
II I
\,___,/6- PVC (SDR 35) STORM LINE
BOTTOM OF PIPE = 44.45
6" PVC (SDR 35) SEWER LINE
TILITY CROSSING
TOP OF PIPE = 41.71
N.T.S.
SIGNATURE DATE
SIGNATURE DATE
SIGNATURE DATE
GRADE BREAK STA. 4+81.78
ELEV. = 57.49
4m
Ln
11
00
Lu U-
4+10.96
EXISTING GRADE AT CENTERLINE
OFSEWER ALIGNMENT
ENTERLINE
PROPOSED GRADE AT
----------- C
r-OF SEWER ALIGNMENT
N
r-)
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(0
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v-
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U.
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w
Lu Lj
w
w
4 0 4 0 4+20 4+00 3 3+60 3+40
SEWER PROFILE - STA. 3+00.00 TO 4+81.78
SCALE: HORIZ. 1"=20'
5-356301
-50.00
DE BREAK STA. 3+27.40
45.60
-48.00
GRADg BREAK STA. 3+20.79
ELEV r 44.29
46.00
Lo
Lu
1
3+20
t-44.00
Ec
L 41111
CN
O
k=-1 I
Lu
ct
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ai
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SHEET 12 OF 15
C,401
C-1 L)
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