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0 A C I >p,_ A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
IF n a�'
SEE SHEET 6 OF 9
S.S.M.H. #2, TYPE -1 486 n
Yi, I 450.44 STA, 13+46 63,,..3 78' RT. 1
112111 LE.=4`�6 -86 ( j 5 uj W
(L INT'X STA. 11 +71.41 S.E. 111TH STREET MFF -457 36 r a =^°t II f //�
STA. 20 +00.00, S.E. 110TH CT. -2& LF 4 11 . -��- I ' V/
LE. 4+9- ;-6--\S= 0.0200 FT /FT MFF -457 MFF =457 J MFF =460 / + r I -\
36 450.17 / -
-2-6- LF ® 288 LF 8" PVC j
10 F 8-'PGC S =&6200 - -
LLj J _ � .m _..M..
ac SINTTA. X 5S3 TA. 16 +70.88, S.E. 111TH
STREET
+36.56, 148TH AVE. S.E. O S.E. STREET
o
� ` _ - Z Q
L
Aj d r OO �- -- - - - - -- -- -- x ! I
1-6 70.88
Q Q. 0 +00 3§ LF ® , T ,..._. °' , ' f - „-
; S- 0.0200 FT/FT -
..,.
F Q
/v MFF =459 LE =4493§ 78 1+04 i§LF 0 3 _
2 +34 I
S= 0.0200 FT /FT - .0269- Ff /ET' -- = 0_p200_Fi/ 2 +08 20
�� S.S.M.H. 4, TYPE -1 486 84 LF 8" PVC LE _ � LE =4&3 4 456.71 0 / r ��
YCr
(n # LE.- 45f -48-- S- 0.02�2FT FT
A STA. 1 1 +67.98, 24.1 T LT. x ` 452.77 453.26 \
4G
O € I.E-- 4 -.r�+a I cn i
6 "x4" REDUCER 454.38 i +
9 S.S.M.H. #3, TYPE -1 486 4" TEST TEE . - - -; i - o
6" ° '
x4" REDUCER
tu"
STA. 12 +63.06, 3.78' RT. PER DETAIL SHEET 9 (TYR) ( i
q i ti 47 TEST TEE j
x°`15 ' = i ,-�. PER DETAIL SHEET 9 (TYR)
MFF =459
_6 r ;�8 I + SCALE: 1" = 20'
' MFF =458 '"'°°� Wit«
' MFF 459 F MFF -461 MFF -463
20' To' 0 20' 40'
0 O o UPPER UTILITY I 4 HORIZONTAL DATUM:
E-4 _ '- , PROPOSED 10' (IWASHINGTON COORDINATE SYSTEM -NORTH ZONE
o - -- - PRIVATE DRAINAGE S.S.M.H. #7, TYPE -1 486 VERT. DATUM:
z CL INT'X STA. 13 +57.16, S.E. 111TH STREET -- EASEMENT STA. 16 +35.08, 3.78' RT. S �H W a IYECLEA THAN = STA. 31 +18.50, FURTURE PUBLIC ROAD � BENCHMARK:
V -._ __ - -_. -
� PACK GAP BETWEEN _ '- -'- --
UTILITIES AT CROSIING - --- ' -- -
-- (L INT'X STA. 15 +12.37, S.E. 111TH STREET 1. KING COUNTY SURVEY CONTROL POINT #RENT1845,
°o W/ 6" THICK ETHAFOAM - EXISTING HOUSE TO BEING A CONCRETE MONUMENT WITH 3 4 BRASS PIN, SET
E - -_ -- - = STA. 28 +20.38, 147TH PL S.E. / „
ED 0.5' 1 .. BE DEMOLISHED ELEVATION BELOW GRADE, IN A STANDARD MONUMENT CASE.
PAD
\ LOWER UTILITY MIN. - _ .._ ELEVATION = 467.77.
2. c
EATHAFOAM INSTALLATION DETAIL �' w......_. - - - - - - _ _ - - - - - _ IOWA TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF
+; - - _ IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
0_ NOT TO SCALE I MO - - -' -- -' 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
i FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
O
.N cwn PVI STA - 16 +02.86. N N
II ! /0-Z /-05 PVI ELEV = 465.01 - w
o �s AS -BUILT CERTIFICATION: a _
N "g 1- ~ - PVI STA = 114 +98.21 A.D. -3.03 a
II w �� Inv I:' HEREBY CERTIFY THAT TWE HORIZONTAL AND VERTICAL LOCATIONS gTEVF4y L.P. ELEV - 455.52 _
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE _RESULT_ 4, ''E.wn '4 _ ___L. ST_. 1 +7 3 PVI ELEV 458.98 K 24.79
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. 4. °lN ` t P, A.._ 3 _ @_6.. _.... .._._ _ ._.__. ,w �_ -.. ,.......__ -_ - -- 75.00' VC - - -- -- -- - - -- W -
_
THE ABOVE CERTIFICATE ISI BASED UPON WORK PERFORMED IN FeF PVI STA = 13:+94.34 A.D. :2.10 N
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY- PVI ELEV - 455.18 K = 35.71 ad 3 '/'
N N PRAmmPD. WE! MAKE 0 OTHER WARRANTY EITHER EXPRESSED a : A.D. = 4.88 75.00' VC
_ OR ! 1667 K = 15 36 N o n
J ui
480 a:. I O? ° ° F + f'Q o
. .. - 4_8_. 0
00 o + 0 o I GAR L.S. N0. 31667
N xPIeS s /2oov rn n + v o n N _
___..
- - -_.. C4 w, __. -_. ___- STORM R_.__. ', . -.._ - -_. .__._ __- + -...v - - - -_ __._ _- - - -a+ -__. <r „_.d _...._. .__. - --- -_ _._.- -� LJiI - _ -_. m..
g II UD cD r0 +
IN CROSSING _._ E =_4 V
STORM DRAIN D AIN CROSSING ,�
o_ LE.= 452.43 ' 'i EXISTING
STORM DRAIN CROSSING [GRADE w STORM DRAIN CROSSING w w m PROPOSED 460 LE. '451.37 _ m : LE. 452.24 GRADE .76% I 460
p -_ --
zz
ED
2881,,2 L.F. 8" O PVC ®- S -O.0 98�FFTT
®S 0
.-}66 L F. & "O_.PVC i0=.r- v- oo�r-�T 83.5 L F. 8 O._PVC -3' -- MIN.
105.0 ® S 0.0070 jF1'`FT'' ®S = 0.0071 FT /FT COVER S S M.H. #1, TYPE 1
5' MIN. (TYP.) RIM 465.7.7^, 464.72
1.5' MIN. SEPERATION I SEPERATION WITH I.E. -5&4+ -8" O W
440 ,. (TYR) ! I.E. 458.57 (NOT CHANNELED)
S.S.M.H. 4 TYPE 1 EATHAFOAM PER _- 440
�
RIM 9- 457.49 ._ - SS M,H 3 TYPE 1 -_ -- _ -__ -- _ - -. S.S.M.H. 2 TYPE 1 DEfA1C. -THIS - -SHEET -
I.E. 448.91 Tibi E 8"0 SW RIM = '156.76 456.72 RIM . -- 455 68- 455.81 /C�/ n
LE - 448:89 -8 "6 NW E -g49 -.-`s E "0 E I E 4-5ro. 870 E
KEY MAP
I.E. 448.67 (CTR CHANNEL) I.E. = 449.45 TO W 1. E - O W - -
g IE. 449.40 (CTR CHANNEL) 1. E. TR CHANNEL) -
$„
S 315220
cn = 449.99 (C
_.... ..._._ _._ .....__. _ : - _._ -._. NOT TO SCALE
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY
Date BY 1-800-424-5555
geDig _
S.E. 111TH STREET Date BY "
1`20' HORIZ Utitiies Underground Location Center
SCALE: 1' =10' VERT. OD,wr ND,OR,WA)
0
z 12 +00 13+00 14 +00 15 +00 16 +00
0 13 ' IQ to S'-9150 -CIO
REVISIONS
NO.
DESCRIPTION /DATE
LY
1
COMMENTS 1/23/04
ESM
2
SEWER ABU, 2/12A4
ESM
3
COMMENTS 5-5-04
4
AS -BUILT 09- 19-0`.
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JOB NO.: 1062-0011-003
DWG. NAME: AB Si -01
DESIGNED BY:'i,
SJW
DRAWN BY:
'., CJR
CHECKED BY: GSj . -JK
DATE: 12//03
DATE OF 10 -21 65
PRINT:
SS -^01
3 OF 9 SHE ETS
" `✓ SCANNED OCT 2 6 2005