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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
�y r SEE SHEET 6 OF 9
\ CJ S.S.M.H. If 2. TYPE -1 480 n
450.44
STA. 13+46.63, 3.78' RT. I I
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I. E. -450-.06 ti a
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INT'X STA. 1 1 +71.41, S.E. 1 1 1 TH STREET MFF =457 36 </
= STA. 20 +00.00, S.E. 110TH CT. �6 LF ® (n
I.E. = 449.70 - \S= 0.0200 FT /FT MFF =457 MFF =457 MFF =460 /
36 45U.1 7 j III
1
I 7M LF ® " am.
1i.1
L12AAFg' "PVC �` - 288 LF 8 PVC
S=-00 FF�- _ INT'X STA. 16 +70.88, S.E. 111TH STREET
-_-� O S.E. 111TH STREET' -- ---- STA. 53 +36.56, 148TH AVE. S.E.
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O (Y- ---+ - , °+° 16+00 00 16+ 70.88
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d v 1-5LFCb
�- S= 0.0200 FT /FT +
O --'' �21 - -
Z S� �' 2> > 3 5 LF f� 1 y
W MFF =459 1.E.= 449.7 - --t�5r LF 78 +04 � LF
�/ 4 -- 0.0� /FT _ 2 +08 2 +34
S S= o.o200 /FT - o_a2a� Fr/ 20
y� 84 _LF 8" PVC � F 0
I.E. = 456.44 S= 0.02�?Q_FT /FT
�� S.S.M.H. 4. TYPE -1 481 1.E.= 452,0€i I.E.= �463^:74 4ob.7i
STA. 11+67.98, 24.17' LT. 452.7 i 453.26
I.E.=457 -:45
•� 454.,58 w
67 x4 REDUCER +
`9 S.S.M.H. #3. TYPE -1 480 4 TEST TEE
O
STA. 12 +63.06, 3.78' RT. PER DETAIL SHEET 9 (TYP) 4 "x4" REDUCER I °
4 TEST TEE
PER DETAIL SHEET 9 (TYP)
SCALE: 1 " - 20'
MFF =459 MFF =458 jm
o MFF =459 MFF =461 MFF =463
N 20' 10' 0 20' 40'
O o / UPPER UnLITY HORIZONTAL DATUM:
E-I V PROPOSED 10' S.S.M.H. 'WASHINGION COORDINATE SYSTEM -NORTH ZONE
- PRIVATE DRAINAGE 1, TYPE -1 484s V E RT. DATUM :
-LESS _ INT'X STA. 13 +57.16, S.E. 111TH STREET EASEMENT STA. 16 +35.08, 3.78' RT.
�--1 W a r�iRANCE = STA. 31+18.50, FURTURE PUBLIC ROAD
NAND 88
• \ PACK GAP BETWEEN
BENCHMARK:
- - UTILITIES AT CROSIING
W/ 6" THICK ETHAFOAM INT'X STA. 15+ 1 d-.37, S.E. 111TH STREET 1. KING COUNTY SURVEY CONTROL POINT #RENT1845,
v
- PAD EXISTING HOUSE TO = STA. 28 +20.38, 147TH PL. S.E. BEING A CONCRETE MONUMENT WITH 314" BRASS PIN, SET
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
3
� LOWER UTILITY � '`K BE DEMOLISHED MIN
r' ELEVATION = 467.77'.
C
� c 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF
c I 0 _ IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
0 EATHAFOAM INSTALLATION DETAIL E - CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
NOT TO SGAI.L I - - - - - - - -- 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
I PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
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V) PVI STA = 16 +02.86 N
' /O • Z/• 05 PVI ELEV = 465.01
W = A_5__ -BUILT CERTIFICATION- _ J _
oN Z = ° ~ ~ PVI STA = 14 + 98.21 a A.D. _ - 3.03 a
o V) v I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS EV L.P. ELEV = 455.
n Y �,� ... EN 52 _ .-
o OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT ��' PVI ELEV = 458.98 K = 24.79 I'_
_ = of easy L.P. STA = 13 +75.63 75.00 VC
o OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. ,�� A.D. = 2.10 '�'
- THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN '��' PVI STA = 13 +94.34 w
'- PVI ELEV = 455.18 �
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY K = 35.71 rn 00 3
U V) PRACTICE. WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED A.D. = 4.88 75.00 VC 00 �
N O t0 cr 00
_ + 1� M r Kl
480 OR IMP C►. 1 se 7 K 15.36 N -� +
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75.00' VC U-) 00
ci o + 480 .. ao O � �
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LA. 3 N r DAT O Z•l Q J _ �__
cn cr► r� + (D _ i II
o ; v H to O (D (� cam' W to J W `� `'-I I i
17 + J > I
�' �' ' STORM DRAIN CROSSING `v rLLi
cr_ W
a STORM DRAIN CROSSING I. . =4 2. 1 %' I now
o- I.E.= 452.43 EXISTING J v -' > w
Q STORM DRAIN CROSSING GRADE > W STORM DRAIN CROSSING >
LAJ
W °D PROPOSED fi
I.E.= 451.37 m I.E.= 452.24 --� W 460 GRADE `
I I I
460 l
1_
1,667j
m 0 0
288.2 L.F. 6 PVt, ® S = 0.0298 FT/FT
• 3' MIN.
--�96 L.F. 8 "0 PVC ® ±_ 0.E� T 83.b L.F. 8 "o PVI, Sr 0.0050 f i /FT
105.0 ® S - 0.0070 FT /FT ® S = 0.0071 FT /FT COVER S.S.M.H. #1, TYPE 1
6" MIN. (TYP.) RIM = 65 3 464.72
1_5' MIN. SEPERATIONI I.E. = 488-7 8 "0 W
SEPERATION WITH
440 .M.H. J4. TYP 1 (TYP) EATHAFOAM PER J. = 458.57 (NOT C,HANNFi �_ [), 440
RIM = 4-57. 457.49 ., S.S.M.H. P. TYPE 1 S.S.M.H. 2 TYPE 1 DETAIL THIS SHEET
r
I.E. = 448-94---TO 0 E, 8 O SW RIM = 4-56.7-6456.-"2 RIM = -4 55-68- 455.81,
I.E. = 448.6-}- - TO NW 1. E . = 449 55- TO E 1. E. = 4r, 0 $� - TO E
o E . 448.61 (CTR CHArJrJE I) I.E. = 449.45 -- 8"O W I.E. =44997-8"0 . W KEY A
I.( 449.40 (C;1R CHnfJrJF ) 1J . 449.99 ((,1q CHArJrJE �) NOT TO SCALE
I
CHECKED FOR COMPLIANCE RECOMMENDED i
M CITY STANDARDS FOR APPROVAL `
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Dote BY
Date BY ` GM 2 Working Days Before You Dip
S.E. 111TH STREET Date BY r 1- 800 - 424 -5555
LUbm Underground Location Center
SCALE: 1,� 10 VER T =20' r+atlz.
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