HomeMy WebLinkAboutR-438109T
00
LLI
0
R= 40
0 = 102°- 39'- 2 5'' D
t-
1
N
CP
Cp
k 1
CP
lit
1 �
o�
. 1 l
N PETR V ITS Y 1 RD. 1
5
I 2 3 5TA.66+99.67
��T�� , �� _ 4�+0o Rfi,y h•
PETROVITSKY RD .
R= 40'
A `77, 20`-35,, OF DRIVE WAY
N
G Q �- 44.+13
r`
ABANDON EXIST.;
t� DRIVEWAY ;
kuiiiiiillllll 18FOUND PROPERTY
Q.'S' CORNER
G'}•5°�'�o •' "a ,ty q5'
V�
90 ° I
µl IA NE
� r �41.90
7 S 9 10
INTERSECTION : I287AAVE. SE. : STA. 66+99.67
NW. CORNER
R= 40'
A -102_,39j25"
L= 71.67,
STATION
OFFSETS TO
GUTTER
ELEV.
66+ 20.6
A
I zq'
A
1 408.17
2
6ro+3
3 .95'
4 02
3
66+51.86
C
4.01
C
409.6o
6+ 51.60
D
60.00'
D
410.16
5
66+54.66
E
_77.16'
E
410-sq
NE CORNER
R- 40'
d=77°20-3.5
L = 54'
6(67+02.5
F
0.2.4
F
1 410.30
7
+0 5
G
6
10.40
67+16.5
H
3T.'77'
H
:ill .10
IL
67t2 3
1
31.26.
I
11 .70
Io
GT+41.57
J
29'
J
412.0
R = 40' A
0 =43 = 48�- 46"
L= 30.59'
6
A = 44° 54'-45N
STA. 0 + 62.86
15 E
.2 6
W
1Ij 4
Q 9
PETROV IT
R=40'
44"
F L=61.28'
7'
Q.0+000341HAVE. SE.)
= 88+78.88 (PETROVITSKY RD.)
MON. IN CASE
Y RD.
IHTER51_CTlou = 134TAAVE. SE. : STA. 0 + 00 (STATI ONINGS ALNG 1341HAVE..SE)
N W. CORNER:
R= 40'
L1=43°-48=46"
57ATtON
OFFSETS
TO
GUTTER ELEV.
1
0+62.85
A
18'
A
I 40 .
2
01 4T.9
20. 89'
. o 3
0+3S.19
C
29.14'
C
408.01
NW. CORNIERA=5'
Q =44" 54'-45"
0+33.13
D
32.67'
OT .89
N E. CORNER
R= 40'
A= S7° 4.4-44"
+62.
E
0 .7
0 t47.93
F
20.90'
F
408.8o
7
0 +35.15
G
2.q .17'
G
o 0
+ 26.
H
62'
H
o 0
9
0+22.gl
I
511
I
41o.11
INTERSECTION, 1407J AVE. SE, : STA. 108+05.24
SW. CORNER
A = 7Z° 50'- 05"
R= 35'
L - 44A4 '
STATION
OFFSETS TO
GUTTER LEV.
I
01+57.29
A
301
A
51043
2
10 +6 .23
$
31.75'
B
510.56
3
1 of+-18.oT
C
36.94'
C
SI D. 3
0 + 3
•4
D
510.0
0504-83
SE. CORNER
I Oi`-09=55'
F,= 35,
-
L - 65.46`
6
109 + 59.91
F
7 5.33
F
1 509. 0
7
1 a+ 5 .$
G
59.15'
G
50 .51
o t
4.22'
H
509.6
9
to +77.57
I
.33.76'
I
509.72
10
0 + 3. S
J 1
30
309.68
PETROVITSKY RD.
' f47.95' __-7- , r 88.11,
STA. 10 8 + 05.24
I 1 � �
i I
1 , _
:c
A
{` S r1
CD S
ip
L
R =• 35' D 3p' T"
�(p
1
1
30,
R = 35'
0
M
�t 115 o R w LINE
�J 46
Dc
1 D q �.r 4,J� C NST. 45 LIN.FT, EXTRUDED
k3, y to, 4 3 x_ b c+�8 !�_ 4r`' ASPH. CONC.. CURB
�� ti��• 63 y��' MATCH W/EYIST �'" p 90* ¢ TOE OP FILL ~^ -----
SLOPI:
CONC. `
R=10 p
��SLA PORCH 61 \
CARPORT
+70' FROM,
�JJ Hou SE.
l
f 1 R/W -4 2 0'77 A- r
GRANT RI CHARD
PLAN
SCALE , I' = I O'
CHAIN -LINK R W LINE
FENCE TYPE 4 6
- _ -EXIST. PROFILE. l $'
1� EXTRUDED ASPH.
- CONC. CURB ---,
�- EXIST. GR.
2'COMPT. DEPTH ASPH. CONC. CL."B"
2"COMPT. DEPTH CRWSHF-D SURF -TOP COURSE
SECTIQ-N A A -
j RAW # 2077 A -33
I� WORLEY, 1Ess H. 1
+ HOUSE
GARAGE
µD 6F ASPH ALT;
,
EXIST. YARD ij
BASIN TO
_ REMAIN
J 2p'^ - 0' R'IO'J�
R=40' 65
°
t EX15T GRAV
Ia .
j DRIVEWAY To
20' BE CLOSED
r
'r •L �f
4F pC�IVE.WAY �.
62+ 60
J - ------ - - --- ------ - PETROVITSKY RD.-------- __
R�41 63too
Q 64+Oo
PLAN
SCALE : I "= 20' (0 Oaf
EXIST. GROUND -
qw LINE\Q
ON SUPEREI.EVATION
SECTION B - B
I� 1�
I� 11�10.�
I1z 1 �
I� I- E. 381.1
l2'I� SAN.
N
4.2' RT 83 t69 39 RT. 84+06
EXIST M-H, C.5. IT-64"4t
TOP 367.71 TOP 392.00
I.E. 3-79.98 "1"A � l/ 1S,! 'l
06
0�
x 0
(0 :51c po' �
.4 �
4�VPG
Pi- AN
,IA A
xb K
REMOVE 22 LIN, FT.- EXIST.
SAN. SEWER PIPE, AND RECONST.
221_IWFT.-12" O BLACKSTEEL
PIPE AND COMIII WITH EXIST.
12"o SEWER PIPE @ BOTH
ENDS
00
84 }20
G 13 Ul- 54�I�
5r 5t 3 CONST I5 UN -FT'
(I$"O SLEE-YE BLACK STEEL
' f l PE , MIN. ' 4" THICK)
1 � �xlsT• ar' saNI I-- --
NOTE. PAVEMENT FOR REMOVE 22 LIN.1 T.-EXIST. SAN.
EXIST. kN E 380 28 - E 380-2) 4 SEINER PIPE, 4 RECONSTRUCT 22 LIN.FT.-12"O
I E. SLEEVE S"c� SLEEVE BLACK STEEL PIPE, AND CONSTRUCT 15 LIN. FT.-18"0
5
(BLAGK STEEL (BLAGK STEEL PIPE 1,.E:EYE (BLACK STEEL sPIPE)WILL 6E INCIDENTAL
PIPE, MIN.li4" MIN.'14" THICK) To THE. PAVEMENT of SPECIAL CATCH BASIN TYPE
THICK) II-54"0, -# NO FURTHER COMPENSATION WILL mr.
ELEVA`T10 N MADE.
SPECIAL CATCH BASIN TYPE IL- S4" DIA. DETAI L
(SEE SPECIAL PROVISIONS)
TOP
STD. FRIkK E 501-1 D
METAL LOCYIIAG COV>EK
SEE. REINFORCING
DETAILS FOR M.M.
SLABS ATTACHED
TO SPECIAL PROVISIONS
89' 42'- 48 70=+�
I.E
'MIN.
N
56"pry IN. DIA.
TOP
STD. FRAME kl/SOLID
METAL LOCKING COVER 56"MIN. DI A.
48"DIA. 2"MIN,
DETAILS FOR M.H. . r i_a _.�`•'.'y:-:�..,..�,,.►.�
SLABS ATTACHED
To SPECIAL I 2'M1N
PROVISIONSN 4S„DIA,
LADDER 89' 42�487" H
�RE$AR TYP, ��/ - 86 V.
REBAR TYP.
-#7GAW. 7,GALY.
REBAR REBAR TYP. 5 47 GALV.
REaA
tK. I STEEL CULV. PIP TR. 1 STEEL CULV. PIPE- ARCH
0.109 T11I I.E . 0.109" THICK 56" 31---
DATE
48"DIA. SPECIAL MANHOLE DETAILS
TOP
I.E.
H
"D" ( DETENTION PIPE)
26.5'1ZT.
46+75
388.19
378.46
9.13'
48100
30.92'RT
32.31'RT
60+25
395.09
318.41
6.68'
STEEL CULV. PIPE ARCH -58" SPAN
26.0' RT.
61+15
84+75
384.95
395. 13
378.86
383.87
6.09'
11.26'
STEEL... CULV. PIPE ARCH-59" SPAN
54"0
REVISION
BY
8., 2"MIN,
LADDEK
47 GALV.
KE.BAK (TYP )
Flan of Record CALL 48 HOURS
Date -6.e _ ; BEFORE YOU DIG
-116�03 6.01 1-800-424-5555
KING COUNTY DEPT. OF PUBLIC WORKS
DONALDi LABELLE, DIRECTOR
PETROVITSKY ROAD-PHASE]C
120th AV € SE TO 140th AVE SE.
SURVEY No. 29 - 23 - 5 - 15 COUNTY ROAD PROJECT No. 700182
SHEET S OF 44 SHEETS �(��S A h�
SCALE: HOR. INCH- 20 FT, YER. INCH= FT.
MAINTENANCE DIVISION No. 'dF
APPROVED 6 T : -�-- '� 4 p,
LO S' J. HA CftY ROAD ENGINEER
R-438109 304-88 D_