HomeMy WebLinkAboutR-39003600
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SEE SHEET C17
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B, TYPE 1
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NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W.M.
ALPINE NURSERY
SEE SHEET C21
R(SIR')
. L (SMS v LSTA
E 2-48^
\ 49�17'R
CKING LID
lIPESa �\ +1]' L(SIR.)
- - 7' F (SIF.)N J WN 76&86EASEMENT TRACTqn2ACCESS2'ACCESS Jol U
EA MENT
1.
3 �4r)LF 18"' DI (P9)
Cl Lr I2 LCPE
—
160 TH A VE
BI-DIRECTIONAL VAN 0
IMTH THROUGH CURB IN
STA-21#0469; 125 '1
-'- RIM 3FB.drrJ7648
12" lE d6Rd3- (S
LP. EL EV - JMW
LP. STA - 21+D4.69
PN STA - 20+BS94
PN ELEV = 37a39
AD - AM
Km 1&75
M A aEV - J71.02
N. P. STA - 21+5&52
PN STA = 21+61.75
PN ELEV - JN.J6
A.D. -441
K - 19.27
8&00' VC
2+00 — t-- I —
32+00
LP, EL EV - 387.38
LP. STA - 23+4065
PN STA - 23+I&IO
PN EL EV - 386.70
A.D. - &00
K - 2500
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20+60
21+20
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32+00
LP, EL EV - 387.38
LP. STA - 23+4065
PN STA - 23+I&IO
PN EL EV - 386.70
A.D. - &00
K - 2500
ETF
N b
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20+60
21+20
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SONO CRADE A
VERTICAL
B, TYPE 1
H
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-DIRECTIONABI L VANED GRATE
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WITH IRPOUG/lI/.�,CURB INLET
STA. 23+40 e .9T2j4' L (SIR.)
oa
RIM 36+.93.W7.
18" IEd6+S3 (N) IN 3&a84'-_,
w
16" IE36+.53{S) OUT JBA64
GRADE AT
CRONN
(ABI
1.61
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FROM CB 10
3
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49 LF 15-
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64th
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6+00
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ETF
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20+60
21+20
21+60
SONO CRADE A
VERTICAL
DATUM:
H
h
Bi
4i
d
K
oa
GROIN
0
GRADE AT
CRONN
(ABI
1.61
FROM CB 10
II�
49 LF 15-
Dl ®x95+1[-
._..._.__._-
P9)
_.___-- -
.__.._.._-..._
____-. _
(AB)
172 LF 1
64th
' DI ®$$BA=
PB
... .._.
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4
CB 9 TYPE 2-48"
RIM
12" IE
3
77
37&48
(S) OUTJB7.
W1 ROUND SOLID LOOKING
RIM 3I6 -34-37a26
LID
12" IE -3653+ (E) IN
JC&BD
12' IE 366.60 (N) M
18" IE 3653•h(S) OU
X&86
3&&48
CB B TWE 1L
RIM 363.83-
18- IEa6+-S3
16" IE36..--
N) IN 36464
S) OUTJ8484
160TH
UE SE
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20+00
20+40
20+60
21+20
21+60
22+00
VERTICAL
DATUM:
NAVD 88, PER CITY OF RENTON VERTICAL CONTROL.
HORIZONTAL DATUM.
NAD 1963/91 PER CITY OF RENTON MONUMENTS
BENCHMARK.•
I. CITY OF RENTON CONTROL POINT NO 2127FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8
IN MONUMENT CASE AT WE INTERSECTION OF WE CENTERLINE OF 1467H PLACE SE AND SE. 142ND STREET, ELEVATOR
= 363.697 FEET
2. CITY OF RENTON CONTROL POINT NO. 1652: FOUND PUNCHED J" BRASS SURFACE DISK AT WE INTERSECTION OF THE
A. ./ CENTERLINE OF NE. 4TH STREET AND 146TH AVENUE SE., ELEVATION = 454.769 FEET.
WASg P�
' I CRY COMMENTS, REVIEW I
D.R. STRONG 2 CRY COMMENTS, RENEW 2
CIE 2 Worklg Days Before YWDp CONSULTING ENGINEERS a AS—BI
811 ENGINEERS PLANNERS SURVEYORS
JII L d�wg�/r�o0nd L.oeatim Center
(lD)dTND,ORWA) ZONALIA '�� 620TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION
Y 042582]3033 F4258272423
22+90 22+60
U77LITY CROSSING N07E•
OUTILITY CROSSING REFER TO C42 FOR DETAILS
CATCH BASIN NOTE.-
IF DURING CONSTRUOPON. IT IS FOUND THAT PIPE ANGLES I BY
23+20 23+80 24+00 24+40
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W
W
L/1
W
W
N
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W
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F NORTH
Q GRAPHIC SCALE
5 0 10 20 40
REQUIRE ROTATION OF THE TWE 1 CB AND MISALIGNMENT
WII BY
NTH THE CURB. WE CITY MLL REQUIRE REMOVAL AND
REPLACEMENT OF TWE 1 CB WITH LARGER STRUCTURE AND
ADEOUATE KNOCKOUT. BY.
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH= 5 Fr.
VERTICAL
AS -BUILT BY:
SAS NOTED m 4VI , �� CITY OF ALPINE NURSERY
I+ RENTON ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE
� DATUM
Date:
Date:
Date:
Date:
Wrt:09.28.15
Planning/Building/Public Warks Dept. C18
By DATE APPPir PaaE �°°°'�° U15007366 e" to °`-a2
DRS PROJECT NO. 14069 R-390036