HomeMy WebLinkAboutWWP2702160.116" H.P PETRO. LINE W
20" H.P. PET 0. LINE >
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EXIST 6"
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4.0'
16'
12400
LEGEND \
BARBED WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
TELEPHONE RISER
UTILITY POLE
GUY ANCHOR ,
EXISTING ROADWAY CL
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00
N
4
I P
1400
A4A•
SAN. S WEIR M.H. 4 v GRAPHIC SCALE
PH 54" FLAT TOP MH °
w�� AL STA 34+ 2.86 8.97 RT o 0 2s so 100
RIM = 42.5T, L
IE E = 438.j3e.GZ SAN. SEWER M.H. 3
54 FLAT TOP MH 4gB0 N. ( IN FEET )
„ L=202.11STA 35+68.30 11.51 RT
50 ft.
R=300.0' RIM = 441..E • S ° 44�0 ° 1 inch =
IE8"E=44-4-7.55
IE8" W=4--4-7. 6 5-
8
6" SS STUB TYP A�
• 0
Cp
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INTERSECTION SE 100TH/128TH SE
STA: 34+04.33 ELEV: 443.2
BEGIN FULL WIDTH IMPROVEMENTS
-1.28%
8" STOW ® 1.5' SEPARATION
82. 8'-8" DI @
�p
54" FLAT TOP M.H.
STA 34+82.86 8.97 RT
RIM = 442,,,52 -4-
IE 8" E = 438JQ6,44
n
1� �2 - ,7 \
0
0
0
PROVIDE 8" PVC STUB''
x 440.0 CAP 10' OUTSIDE ROW
27.5'-8" PVC WITH CA @ .5%
IE 8" S = 436.56N OT IC11,060
X
440.0
PROVIDE 8" D.. STUB LEGEND
CAP 10' OUTSID ROW
52.5 -8" D.I. WIT CAP @ .5 o u x BARBED WIRE FENCE
IE 8" S = 436.68 o-E �6R�FIEtl ° ° WOOD FENCE
o CHAIN LINK FENCE
„ 7x
6
SAN. SEWER M.H. 2
54" FLAT TOP MH
STA 37+95.9 .48 RT
RIM = 4 . • G
IE 8" (N,S) _3Fs2
\TR TELEPHONE RISER
+ -0- PP UTILITY POLE
GA GUY ANCHOR
x \\ \ I
\ SANITARY SEWER M.H.
+ RIM = 445.16
+ x IE 8 E = 434.56
8" S = 434.46
444.0
X x-- -� Jr
HOUSE x x -7777777 x- x x -X _ x _ SANITARY SEWER M.H.
RIM=450.15
IE 8" N = 435.56
SAN, WE H. 10- x IE 8" W = 435.46
4" FL T TOP M Q
A 40+ 6.86 9.76 RT EXIST SAN. SEWE M.H. 9
RI = 441. x STA 41+62.99 41106 RT EXISTING
IE 8 E _8 442.0
RIM = 442.35 STA. 42+ 13 RT
IE 8" = 4�§�0 IE 8" E EXIST = - 1-8" 90 BEND, M.J.
IE 8" N EXIST = 1 % 1CONCR T BLOCKING
r IE 8" W PROPOS �= 4?r4��1- �/
�-= y 3v. \
H 0o106 EXIST CI3279 8" GATE VALVE, M.J.
L /
436.0 v J
0
®
X
x_' 0 0 O 0° 0 0 o
EXIST CB WITH GRATE
RIM = 4 5.56
IE (E,S)= 433.56
EXISTING 12" CP
200
ASPHALT
ASPHALT
DRIVE
DRIVE
ASPHALT
DRIVE
ASPHALT
ASPHALT ASPHALT
w.M.
W.M.
FH w/ VALVE
DRIVE
t
DRIVE DRIVE
6"
LH
W.M_
W M
FH w VAL 1
XI 8" DT-
®
EE
S
w.v.
F.Lo THICKENED ED
THI
o
T.
w, V.
F.L. F.THICKENED EDGE
w.vd
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r
o
EXST
E.P.
3.11
E.P.
IC ENED EDGE
RI =
W.M.
PP EE
W.M.
®
W.M.
PP
W.M.
I
E.P.
Efj
W.M.
6"
o
DREALT
V
ASPHALT
ASPHALT
GRAVEL
ASPHALT
DRIVE
DRIVE
DRIVE
DRIVE
ASPHALT
RSPHALT
DRIVE
DRIVE
N
EXIS' CB
^ Gz w
LOW POINT ELEV = 440.69
HIGH
POINT ELEV = 442.45
LOW POINT ELEV = 441,78
LOW POINT STA = 36+80.37
HIGH
POINT STA
= 38+65.54
LOW POINT STA = 40+00
PVI STA = 37+00
PVI STA =
38+50
PVI STA = 40+00
PVI ELEV = 439.92
PVI ELEV =
442.78
PVI ELEV = 441.28
200.00' VC
100.00'
VC
200,00' VC
STA: 41+75.91 ELEV: 443.2
0
00
00
c) END FULL WIDTH
IMPROVEMENTS
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d
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LLJ
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LLI
Co
U
U
W
U
W
o-
elf
m
m
m m PROPOSED ROADWAY CL m m 1.377o
1.00%
8 TORM 0 .7 SEPARATION
D AT CROSSING
1.00%
1.00%
1 28% 1 90% STORM ® 3.0' SEPARATION --
CT
T 12 s
22
.11'-8" DI
@ ,fs%
24.27'-8"
PVC @
. S
o `
15
.8>-8" PVC@
,,5'i' o
8" STORM
@ .9' SEPARATION
18" STORM
@ .5' SEPARATION
12"
STORM ® 10" SEPARATION
145%
SAN. SEWER
M.H. 3
USE E
RT
rHAFOAM PAD A
F CROSSING
USE ETHAF
AM PAD AT CR
SSING
SAN. SEWER
M.H. 1
54" FLAT
STA 35
TOP M.H.
68.30 11.51
TOP M.H.
RIM =
41.38• S
SAN. SEWER
M.H. 2
54" FLAT
54" FLAT TOP
IE 8" E
= 434-r 5
M.H.
STA 40
16.86 9.76
RT
STA 37+95.
6 12.48 RT
RIM =
41.59
IE 8 A=
43-�-8'S
RIM = 441.
.G
IE 8" E
_ � -
y38o3
I E 8" E=
36:3�
I E 8"
_ 435.2e
IE 8" W =
3&4-2-
= 135.39
IE 8" (S,N)
= 434-42
j
; A136.0
AS -BUILT CERTIFICATE
I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMS
SHOWN HEREON ARE A RESULT OF A FIELD SURVEY
PERFORMED BY A REGISTERED LAND SURVEYOR
STORM DRAINAGE SANITARY SEWER WATER SYSTEM
I� HORZ LOCATION HORZ LOCATION ❑ HORZ LOCATION
VERT LOCATION VERT LOCATION Q VERT LOCATION
Q OTHER
PAS /0-1�-9b
- 12" STORM ® 3.6' SEPARATION
OUT TO EXI ST SAN SEWER M.H 8
EXIST SA . SEWER M.H. 9
STA 41 + 2.99 41.06 RIT
RIM = 4 2.35
IE 8" E XIST =
IE 8" N XIST =
IE 8" W ROPOSED = 43431
VERiIICAL SCALE: 11 "=10'
+_I - �31• U
A0 TUM ELE
400.0
co Ln cN � 00 d -t N 0 N � Cy r C . 0 d oo 00 � I� Co 000 0 Co�Co � rr} cc N ovo � � d � Lfj c9
O O r7 �� �� Nam} NOp NN I� �- �N NN �r�j d
�I.� d �� d ��t �� �'t �¢ �� �� ro't ro �d �d �� �� d � dam- d
37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00
2+00 33+00 34+00 35+00 36+00
APPROVED N0. REVISION
Y 3�1(gS
SANITARY SEWER IMPROVEMENT
PLAN AND PROFILE
S.E. 100TH TO S.E. IOIST
BETWEEN 128TH S.E. AND 130TH S.E.
FOR CITY OF RENTON STANDARD j
NOTES AND DETAILS -SEE APPROVED �
HONEY CREEK ON -SITE IMPROVEMENT i
PLAN SHEET 29 OF 45
ATTACHED
S-Z I Lo 0,�A
OPoE10 W. ll C A S ASF2
C•� o• 7
q 28477 p : �� 1i
o�F••Fe(STE�;�:••�� i
SS10NA L• ENG\ ti
EXPIRES 5-13-95
C]Cr'Y ®F' RIE: NT'®N
O Q0
DEPARTMENT OF PUBLIC WORKS
OFF -SITE IMPROVEMENTS
45+00 HONEY CREEK RIDGE
DESIGNED: DWC DATE: 1/19/95 FILE NAME:
DRAWN: DWC DWG FILE: C:\89131\OFF-SrrE
CHECKED: DWC SCALE' I" =50' PL T FILE: C:\89131\SrORM.PSD
BY APPR7F DATE APPROVED: SHEET: 1 OR 1
DIRECTOR OF PUBLIC WORKS
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