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CD A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY WASHINGTON IK_SCRIPTION /DATE Hy
r u I COMMENTS 1/23/04 ESM
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COMMENTS 5 -5 -04 ESH
147THPLACE S.E. 1 AS -BUILT 09 -19 -05 ESM
S.S.M.H. #14
J I STA. 27 +39.8/, 5.00' RT.
LA.
0 MFF =460 MFF =460 MFF =460
Of S.S.M.H. # 13. TY 1 484f
a- STA. 26 +20.04. 4 4' RT.
I.E.= 449.79
D I.E.= 447.88
I.E. = 448.79 30 LF ® .r
Y Q S= 0.0200 FT /FT .� .•, ,� ,.
S =0.0200 FT /FT.•�4^�
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119 LF 8" PVC - ---- -_ : •
29 LF ® 0 +00 INT X STA. 15+11.22, S.E. 11 1 TH STREET '
p S FT /FT + 59 0+ 00 � STA. 28+ 19.83, 147TH PL. S.E. •o.•. � ��,
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z 26 I I 28 +00 28+20 W .►
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Z S= 0.0200 FT /FT v +- W N
`� -- --- 13 LF ® 0 +9 0 +00 13 LF ® W °C ; d a
I.E. = 446.89 S -0 0200 FT]�F -- `--- (%) ,� w 41 a u on- S00 FT
65 LF 8" PVC I.E.= 449.35 �� z ® d c
«- 4 _J J
NINE 0 +00 14 LF ® I.E.= 448.95 �r ,� o
S= 0.0200 FT /FT 6„x4 REDUCER SCALE : 1 = 20 z
'" 4 TEST TEE w z
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CL I.E.- 446.51 PER DETAIL SHEET 9 (TYP 20' t o' O 10 a`vl
20 40 Z ap 11L 0
Z HORIZONTAL DATUM: �- ° >X
= WASHINGTON COORDINATE SYSTEM -NORTH N _j H u
Q Q o M =452 MFF =455 F _ ZONE E"'� S.S.M.H. 12. TYPE -1 4845 57 LF p�/ M F 456 MFF =457 t o
Z STA. 25 +50.56, 5.27' RT. 8 C VERT. DATUM: _ �� �� � L
NAVD 88 o �v
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BENCHMARK: a
cy S.S.M.H. #11, TYPE - 1 4845 1. KING COUNTY SURVEY CONTROL POINT #RENT1845. 3 N
�' BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
CD
;
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. 3 z o
v` ELEVATION = 467.77'. 03
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SEE SHEET 5 OF 9 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH X" OF = -
_o IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR > j
a CENTER TOP OF HYDRANT. ELEVATION = 470.26'. u a
3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, z
cp 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
�� CC PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. 0
p G
AS -BUILT CERTIFICATION- l0 OS '� ul 1
o I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT of WA,���..�'
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. c�k► s ,
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
W
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
l.i
Z J PRACTICE. MAKf NO OTHER WARRANTY EITHER EXPRESSED 0
W U V
o I <' o OR IMPLI
N =i "ZO 31667
AND - �..
N GARY S. L_ �, L.S. ►NO. 31667 _ /UNAG L PVI STA - 27 +69.88 uj
DATE`•' �0 �!�! ~ EXPIRES 9/13/2007
V °
PVI ELEV = 459.77 a � Z
- A.D. _ -1.17 Q
K = 64.28 = z
75.00' VC I �-
480 � W Z
480
00 n to CHECKED FOR COMPLIANCE RECOMMENDED uj
3 N O N TO CITY r o� v o
N STANDARDS FOR APPROVAL W
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W ° + + W
a M 00 00 (0 04 O) O
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+ U-) N 04 - - - -- - -- - - - - -- -Dote BY
cr v `n U w II - - - -- -- - - -- Date BY - - -- - - (n
Q_ PROPOSED + ,` EXISTING > w w cn cn J - __- -__ -_- _- - - -_ -_
Q `o R m
GRADE N GRADE STORM DRAINAGE CROSSING �' w
Dote -- - - -- BY - - -- - - - - - - -- ------ - - - - --
I.E. = 452.49 ""� Of
460 W a: H
o _ 460 a: Z
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o Q
In z
KEY MAP: _ �_j
NOT TO SCALE Z)
• " • L.F. - "m PVC • 119 j_ F. - g ' 0 PVC ®S = F ;/f 1
;� ; .� ' L. F. - 8 PVC t;Fi. 65 L 8 1 1 g 4 � .F-. ® S 0.0153 F 1/171
= 9695}- fT - s-- �- -$$}49 --fT FT - _ ' iJ)
440 ®S 0.00 79 F T/4 ® S = 0.0 1 , 4 F T'/f- T 1.0' MIN. S.S.M.H. 14 TYPE 1
3' MIN. T.G. = 45:7.85 458. -74 ~ / Z
SEPERATION I _ ., _ � 440 �
COVER (TYP.) S.S.M.H. 13 TYPE 1 ) I.E. _ �•� 6 � E � � � �
(TYP. 449.A9` 8"0 N
T.G. = 4'54: -50 454.94 T. 0
Z S.S.M.H. 12 TYPE 1 I.E. = 447:30 TO S, 6 "0 E I.f . 448.94 (CTR -HANNF.) - U
�- - , 0
RIM = 4�-2�# 4,1.89 I.E. = 447.-29 8 � NE ; t- ,- � I Z
Ln
Ln I E. _ 446-23- 8"0 SE, 6 "0 N, 6 "0 SW .E . 44'.13 (CTR (7HAtjrjr• I
> I E. - 446. t3 TO NW
L F 445 98 ((-T1� ('FiArjriE I
OH NO. 1 062 001 -003
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)f SIGNf D BY: SJW
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147TH PLACE S.E. 1-800-424-5555 ,ATF 09
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