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o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY WASHINGTON
' S.S.M.H. #11, TYPE -1 480
N 351 SEE SHEET 7 OF !9 STA. 24 +bb.56, 6.25' RT.
PROPOSED 10' 32 LF 0 MFF =45 S• E. 110TH COURT 7.
, SEWER EASEMENT MFF =460 S= 0.0200 FT /FT 8 MFF =456
/r95 I . E. = 448.-S& I . E. =447 . -
I.E.--448.40 4 .27 450.41 36 449.26 MFF =452
-28 LF 0 MFF =454 447.19 0+ 13 MFF =452
MFF =460 2 +73 _�� - -- --- �- _.__ -S =0.020 fFT 35 24 LF ® 1 + 4 5 - _______________3 5 I . E. =446. I . E . =44€>. I . E . = 4 4 6.3 4 MFF= 4 50
r -_ 0 +70. -` 36 446.14 S= 0.0200 FT /FT -iS LF ® '"�S LF ®�-
F 8" PVC 0 •----- ---- -- 35 LF 0
S= 0.0200 FT /FT S= 0.0200 FT /FT S= 0.020 .FT
L.� S =0.040 FT /FT `- _ , __.. - - - -- � _ /
' 1 -
�/ S - -
a- 0 +00 3 0 4 `,
\ -
22+00
U i `�_ _.___- 23 +00
z Z 451.95 �' ,,- -+-------- ____----------- _ +___ ------ ___ - - - - -_ 2 100 _10+00
Y
37 _ +. ----------- - - - - -- 4 ____ _ _ I.E. - 4 4 6.54
(n Z -4-9 LF 0 --
� < Q S= 0.0200 FT /FT
35 LF 0
- - S= 9.0200 FT /FT
W MFF =460 0 +00 \
(n W of ! ti ,�,TA. 21+24.09, 9.75 LT. - -- _- _ 3 \�21 }4 LF ® \
of Q
x i TURN CONE SO LID IS TOWARD 0 +47 _ -- }4-"" - _
S.S.M.H. 8, TYPE -1 480
! oo CENTER OF ROADWAY S �:D208 F_T FT �'
51A. 21 +�U.41 5.00" LT. S= 0.0200 FT /FT ` x
I.E. = 445:17
Z ; I. E. X446. - 446.1
>- I 291 LF 8" PVC 448.07 Q�
Cn S.S.M.H. #10, TYPE -1 480 71 LF 8 PVC
31 GJ
i STA. 24+ 1 1.95, 4.97 , RT.
-- LF ® j 6"x4" REDUCER 5�
S= 0.0200 FT /FT 48 LF 8" PVC MFF =456 4" TEST TEE
I I PER DETAIL SHEET 9 (TYP)
I
I.E. = ,4.49.24 SCALE: 1" = 20'
451.14
a PROPOSED 15' ,
� m �.,, 57 LF 8" PVC DRAINAGE EASEMENT 20 10 0 20 40
S.S.M.H. #4. TYPE- 48v� j � _ �
0 STA. 20 +23.75, 4.47' LT. 0 +4 ; \\ MFF =455 HORIZONTAL DATUM:
WASHING I ON COORDINATE SYSTEM NORTH ZONE
� INT'X STA. 11+71.41, S.E. 111TH ST.
/ i = STA. 20 +00.00, S.E. 110TH CT.
VERT. DATUM:
NAVU 88
BENCHMARK:
\ 1. KING COUNTY SURVEY CONTROL POINT JRENT1845.
j MFF =455 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
m i 12 +40 1.6' BELOW GRADE, IN A STANDAkD MONUMENT CASE.
o; O _ _ - ELEVATION = 467.77'.
I c p � 2. TBM # 1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF
0
O IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
vJ 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE.
1 FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
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AS -BUILT CERTIFICATION:
° o U' H.P. ELEV = 459.87 - -
II W j ° U _ = L.P. ELEV = 457.29 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS `CEVFIV
Z z y w I- ►- H.P. STA = 21+68.14 OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT �'
r- y W o �- L.P. STA = 20 +45.61 L
PVI STA = 21+61.22 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.��oF XA!
PVI STA - 20 +56.80
- w w PVI ELEV = 460.66 THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN y
PVI ELEV = 456.80
`n K = 13.16 A.D. _ -6.50 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY L.P. ELEV = 452.31
PRACTIC WE MAKE NO OTHER WARRANTY EITHER EXPRESSED �r
o A.D. = 5.70 K = 15.38 L.P. STA = 24 +94.63
480 ° `- 100.00' VIC OR IMP D. 31661
00 00 75.00 VC - `�' R�'ctsrER"�° 480
PVI STA = 24 +99.24
+ + - _ v iq� j;�Nv PVI ELEV = 451.20
oN GA F I _., S. NU. 31667
A.D. = 5.9
, 3 ) O O N EXISTING N co DAT Ao -V-Q� ExPIltes 9/13/2007 K = 25.14
w o(n U o W . Lo 00 GRADE
N
150.00' VC
z w � � J rn OD
v + � + ± d N
(:� W p N N d
PROPOSED `` o
W U W
Q. W STORM DRAINAGE CROSSING '�' > � ; GRADE +
Q m I.E.= 453.22 ' v
N
W 460 STORM DRAINAGE CROSSING STORM DRAINAGE CROSSING y W
I.E.= 449.68 > 460 mom I.E.= 448.95 co
Q .709 - - _ __ -- -- _ -
--�. py; STORM DRAINAGE CROSSING
I.E.= 447.91
m b
I
56.4 57 L.F. - 8 "0 PVC 46 L.F . - 8"o PVC L.F. 8 "0 PVG
-0 S- =- -x-9950 -f�FT -- - .........o
ff-
0 Si = 0.00 -14 FT//FT 0 S 0.0092 F -T!F-T 290.3 0 S 0.0094 FT /FT 3' MIN. : v.� 11 L. F. - 8 "+a FVC
S.S.M.H. 4 TYPE 1
440 RIM = �5,7.55- 457.49 1.0' MIN. COVER (TYP.)
S- � -0.0051 --f-T/-FT 440
I.E. _ 448.91 -8 "0 E, 8"0 SW SEPERATION S.S.M.H. 110. TYPE 1 0 S 0.0062 FT, FT
I.E. = 448.8+- 8 "0 NW S.S.M.H. 18, TYPE 1 (TYP.) RIM = - 4&x-59- 453.65 „
I.F . 448.67 CTR CI IANNF i) RIM 457-.44 4,1) 7. 70 #9A
I.E. _ #45:3 8 0 SW, 8 0 NE S.S.M.H. #11, TYPE 1
I.E. _ -#*8.52---8 "0 S S . S. M . H . 9 TYPE 1 1. E. = 445.28- TO NW
z KEY MAP I.E. _ -448.41- -8"0 N RIM = 458:$9 459.0` I.E. - 445.09 (CTR CHAr4NE_�_) RIM = 4� a52.i
I.E. = 445.84 - -8"0 SE
NOT TO I.F . = 448.24 ((TR CIiAr�r�E L) I.E. = 448:$8 8 0 N E 44 ( �'I I.E. _ x-.-74 To SW
S�C�1l.E 1 � . � c. r I� �A r � r�� I ;
w TURN CONE SO LID IS I J. 445.53 (CTR C ,IAtjI`jE ;
TOWARD CENTER OF ROADWAY
• CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
f I i
M 2 Wor kiV Dori Wore You Dig Date BY
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1 -800- 424 -5555 S.E. 110TH COURT
ErY
1 a i t NOW IAxWyramd Location Cuter SCALE: ' "= 20' HORIZ.
(D.MT.N D,0RWA) 1"= 10' ART Date BY
0
2 20 +00 21+00 22 +00 23 +00 24 +00
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�•a�vIJIVNJ
Iii SCRIPTION /DATE
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CENTS 1/23/04
SN
SEVER ADJ. 2112104
SH
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AS -BUILT 09 -19 -05
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••• `�" 22884 '•
/ONAI E
EXPIRES 10/19%
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