HomeMy WebLinkAboutR-437704T.B.M.R.R. SPIKE CAN SO. SIDE 18" FIR ON NIL,
SIDE ON S.E. 159th ST., LOCATED 185th
E, END C:F RID. AND 48'3 INC. MARKEL?
405.86.
NO. 1/4 SEC, 27, FND. 4" SQUARE CONC.
MON, W/3/8" BRASS PIN 0.5' DOWN 1N
GROUND IN DRIVEWAY. 446.03,
SCALE: 1--50' HOR1Z.
1"=5' VERT..
CONTOUR INTERVAL_ 2'
C.B. t1l4.l.E. - 429.Q0, 6" EASEMENT DATUM: K.C.A.&
SEE GHT J 10' DRAINAGE EASEMENT
50' B.S.B.L.
��00
♦� f 1 1, ff TOP OF 40% SLOPE
1�V
% 14
117' L.F., 12"0 S.D. `'' EXCEPTION - 26 L.F. 1 f0 S.D. +� -"� ►.
106 L.F., 6 is
131' L.F., 12"0 S.O. + 1 �, Pvc a S=1.5% ��° r POST OFFICE APPROVAL. `. • .�� �` . .
0 S = 5.747. 0 DRAINAGE 41 !
J 10' DRAINAGE t C.B. #12. TYPE I 1
r }y EASEMENT 5 1�1 EASEMENT LOCATJON AS SHOWN
C.B. #15. TYPE €1-54" r'6� �� T.G. - 408.50 1
/' 1 W/OIL POLL. CONTROL DEVICE r - - - - - - 1r ! 1 1•
STA. 200+81,73. 3.00 LT � + � - � � � I 13 ''�� � 1. E. = 405.50, 12"0 �
10' 1 17 LF, 1270 S.D. , �y�3, i 5 I.E. = 406.10,t s'O C.B. #10. TYPE I
DRAINAGE fc� S = 0.57% C.B. #16, I SEE DETAIL SHT. 8 w% SOLID LOCKING LID
EASEMENT C.B• 1 7 s�� 5EE LEFT C NC. PIPE A HOR° - LOCATION AS SHOWN
C.B. #15& TYPE I SEE RIGHT PER DETAIL S 7 _ 16' DRAILAGE RJM = 350.00
STA. ❑ /2 ��O `� . 5' EASMEMT �1
5 �~ Y.D. #I. 6. I I7 :LF % I 1 I.E. = 345.001 N
In� 25' 8.5.B.L. + € E - 346 75 S
NOTE:
S 01• O1' 16" W
CURB IL TABLE
A Portion Of The W 1/2 & The E 1/2 Of Sec. 22 & The E 1/2 Of See. 27, Twp. 23 N., Rge. 5 E., W.M.
6' WIDE C.B. #13 TYPE 1 L 1
C.B. #14, TYPE 11L 48" W/ SOLID LID IMPERVIOUS DITCH LOCATION AS SHOWN
STA. 200+42.73, 128.54' LT. (TYP.) SEE DETAIL T.G_ 410.50
T.G. = 433.00 SHT. 8 I.E. = 407.00
" 16' DRAINAGE
E - 428 50 12 s SEE DETAIL SHT 8
N S[= E LEFT ! ` - 12 o SD -
�r
�n6 S' = 18,24%
i 12 11 f -- - 158 L.F., 12" fi
I ♦� �j C.B. #15. 131 LF
15 +
r� R► '� 1 SEE LEFT / 12"® SD 1 S. D. 0 S=1.1 1 % I
13 r �� � . f I ` -115 LF VERTICAL I `� @ S = 5.74"� I I I N.G.P.E. L]M1T5;
f• �d `'• CURB do GUTTER j HIGH DINT '
=40� - I •� ! 1NT'X. STA. 300+00.00, EL.a408.N N_G_P.E. LIMITS
1 2 18 LF, 1 ZO S.D. TRACT A 12 1 l I ! W a+
^� r �, 1 STA. 2a1 +56.73, O I 1 REMOVE PLUG &CONNECT
_ TO EX. 12"0 N-12
all/' 1 C3 �` S.E. 159th PL. I SEE SHEET 7 w 1'��AC r
7 202 �-: TO .3 � J o .. I.E. - 343.00
��Q 42 38 LF, 12" S.D. 1 8 58' 44" E r - ! j - a EX. 10' S.D. ESMT
r- W N 1 ' 01 ' 16 E 301 LO
-. ' 4 0 i TRAZT : x � I 1 � - Ek. 35 L.F., 15"0
1 �I 6 LF, 12"O RCP �• 27 Q B o _ TOP ANCHOR N- 12 S = 8.57%
E _
• • ■ + !i C.S. #17. TYPE I I ''- �+- - r Ilk
' - - ..... ... .
r r \(L INTX. STA. 203+58.81, S.E. 159th PL. -CONC, PIPE ANCHORS ,
C WITH VANED GRATE t PER DETAILS SHT. 7 5' '� 5'
STA. 200+00.00 r STA. 301 +28.55, 10.22' LT. s
CENTER OF SAC ,� 1 �i C.B. 16& PE 1 = STA. 1 QC+23.9fi, S.E. 159th PL. }' 1� x 1 O LF, 7 2"� S = 3a.b0 `� L
+ # 35 L.F., 12"� S. EX. 10 S.D. ESMT.
1 i r STA. 201 +02.04, L[i 11 0 s - 8.57%
STA. 200+29.00 i ;� I� 1 1.22' LT. r 46 LF, fi 0 CFP 0 S 10.00% 1� J
E POINT �I `)
1 (� INT'X_ STA. 201 +BE.7 T S.E. 159th PL.
� - - 15' DRAINAGE ESIutT �
STA. 300+00 00, TRACT R , ' `i EX. C.B.. TYPE -I
C.B. #16, TYPE I Y.A.I. 18" RCP RISER w/� �1 w/ SOLID LOCKING LID, $
A STA. 200+70.77, I� BEEH E GRATE (NEENAH
R-4351-D OR EQUAL) 1� �`o N ',.. (TYP 1) SE IIMPERAOUS T.G. = 343.5a '0_%
11.22' RT I.E. = 340.00
STA. 200+70.77, 21.00' RT. DITCH DETAIL SHT. 8
T.G. = 440.00 0
I.E. = 437.25, 12'0 '
= C.B. #11. TYPE I
.f
CURB NO.
STATION
FL EL_
CURVE
DATA
20D-1*29.OD
441.17
f
A /4
440.72
R =
40.00'
d /2 C.B.
1 440.27
L =
179.34'
3d/4
440.72
❑ =
25653'08"
PT
{ 441.17
-----------
-
PC
441.17
R =
35.00'
/2
441.86 I
L -
46.98'
201+02.04
442.15
❑ =
7654'2B"
CS)
j PC
445.17
R
35.00'
/2
445.26
L =
52.08'
PRC
445.35
❑ =
85'15'22"
460
455
450
445
440
435
430
425
420
Q
Cl7 I- "I-
0
I`0 (0 r-)
�N
�L
+ C)
+'
0
ID F-
4N W
N Z
c
t7IL.7
r
V~iI�
1
S.E. 159th PLACE
NOTE:___
ALL S.D. IS N-12 HIGH -DENSITY
POLYETHYLENE PIPE (HDPE) OR CONC.
UNLESS OTHERWISE SPECIFIED
N
"t
W
00
0
iV
SD
n
LD
+
N
ql
U
Q
C.B. #15A, TYPE I Q
T.G. = 440.27
I.E. = 437.00, 12"0,
200+00
W/OIL POLL. CONTROL DEVICE
T.G. = 442,04
I.E. = 436.gQ, 12"�
�v�RFLow ELEV. = 43a.5o Q
C.B. 1 �, TYPE I i! 1
T.r;. = 441.73
201 +00 202+00
LOCATION AS SHOWN 1
T.G. = 408.50 EL.=420.00 {
1. E. = 403.75, 12''O 4g0 _
S 2, 1 I.E. = 404.25, 5°o `..
SEE DETAIL SHT-8MAPLE RIDG5
(TYP) ,-100 YEAR
DEPTH = 'C.31'
- 0
^7
NOTE:
DITCH SLOPE 0 2.0%
(TYP)
NO OFF -SITE
CONSTRUCTION
SHALL
BE
SECTION Z- Z
ALLOWED
UNTIL PROPER
EASEMENTS
ARE OBTAINED.
NOT TO SCALE
tO
N d- N
O
Q- W U
p
6
Sri ►n �
'
IN
14-
�-
T
460
455
0 0
0
p
Cd
+
a
1
o' 00
� �
75' V.0
�
+
ISO
¢
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455
450
0 `�
J
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ri cy
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lr}
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U7 ❑
U
U]
_
V)
450
445
;
�{
Ld
c� vi
I vi
S= _2.
OOP
203+00
445 1 440
440 1 435
435 1 430
430 1 425
425 1 420
420 1 415
Q�J
U `Q
L7 � I
Lo I+
.Li I
+ V
o
a r•
T
N x
X
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cal 11 m
LO
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r7
LC]
to
N
+
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m
LLI
0
x
301 +00
25' 8.5.B.L. r 1
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1--800-424-5555•
S=-13.00%
106
L.F.,
6"O
PVC
0
S -
1.5%
87
L.F.,
12" O
S.D
0
S
= 0.577
I
C.B. #17 TYPE I
T_G. = 432.32
I.E. = 429.0, 12"0
I.E. - 429.50, 6"0
455 410
450 400
445 390
440 380
435 370
430 360
425 350
420 340
415 1 330
ICING COUNTY
I APPROVAL
SECTION X- X
SCALE. 1T=50' HORIZ.
1'-1 n' 11VRT
W/ SMID LOCKING LID
RIM = 350-DO
I.E. = 346.75. S 0
1,E, = 346.00, N
REMOVE PLUG AND CONNECT
TO EXISTING 1 0 S.D. PIPE
I.E. = 343.00
CONSULTANT REVIEW
REVISIC)NS
NO.
DESCRIPTI0N/DAT F
PER N.C. RENEW
PER K.C. REVIEW2-1449
JER
PER K.C. REVIEW
4
Lys IGG 1 Z_ IE
PER KC_ REVIEW
PER CLIENT REVIEST
EXPIRES' 9/10/92
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complies with KING COUNTY Codes and
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Ordinances."
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Name,
(1)
LA JOL 'I
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Date Telephone
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ATE BLOCK ANCHOR
TAIL SHEET 7
�
35 L.F., 12"o S.D. a S 8.57% L2�s
EX. C.B. TYPE-]
W SCUD LOCKING LID
T.G. 343.50
I.E. 340.00
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JOB NO.
138-26-912
340
DWG. NAME
MR-4
DESIGNED
BY:
S.5.
DRANNN BY: E.R.
30
CHECKED
BY:
S.A-C.
DATE:
1 -9-92
DATE OF
PRINT
4 S $ HE, s
R-437704