HomeMy WebLinkAboutS-315221M E.
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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
0 +00 I.E. -4- 45'6.85
MFF =465
PROPOSED 10'
10' PROPOSED I I WATER EASEMENT HORIZONTAL DATUM: SCALE: 1" = 20'
:S.S.M.H. #6, TYPE -1 480 SEWER EASEMENT TYP. WASHINGTON COORDINATE SYSTEM -NORTH ZONE
W STA. 96 +00.01, 0.00' TYP. I 7g LF VERT. DATUM: 20' 10' 0 20' 40'
-j I I ! S= 0.0200 FT /FT 4 .:::e. NAVD 88
W MFF 462
I 5' I r'° MFF 460 BENCHMARK:
I ° a 1. KING COUNTY SURVEY CONTROL POINT #RENT1845,
,? I S.S.M.H. #5, TYPE -1 480
�- - MFF =462 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
MFF =463 � 455.24 LE. --4T ".,5453.46 STA. 11 +12.24, 4.02' LT. 1s' BELOW GRADE, IN A STANDARD MONUMENT CASE.
U 54 3
� ( I I LE.- .� ELEVATION = 467.7T.
Z Z? I 10' PROPOSED 30 LE.= 452-:2-}452.77
z23- LF ® 26 29 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF
�/ Q SEWER EASEMENT I I ���' #07 +5-LF ® 20- LF ® IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR
(n ' 15 I.E.= i / S =D 020 FT /FT CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
LIJ Q Z I -& LF 0 456.88 j i / 0 +56 S =0 0200 FT /FT S =&02Q0 FT /FT
1 I ! - -0 14 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
O I 5= 0.0200 67 LF 5' PVC 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
T W 95 00 FT /FT 6 +.5 5 T�4 -- ' " - "' /' r +' PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
s- - _ _ _ 0 +25
~ - \ , On \ AS -BUILT CERTIFICATION:
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W - - - - - - �-1 Q �� - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS EVEN
v) I -6-LF ® \ 1 ST.....,
;- � ,� -_' --�- ` � � 163 LF 8" PVC .� OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT
S= 0.0200 FT /FT OF A FIELD SURVEY PE R FORMED B Y ME OR UNDER MY DIR E CT 10 N.
.'Ay 7� s
Elf ', PROPOS_ ED 10' 1 `- _ THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN y�
Q 95 LF 8" PVC ! WATER EASEMENT ! ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY ,
/� TYP, I - O) PRACTI WE MAK NO OTHER WARRANTY EITHER EXPRESSED
Q I MFF -463 E 456.16 / 0 +19I { - % f ! 1pkp0 ',.\ �_" 45 .i \ 0� OR IM ED. 71
-2-2- LF ® 0 +52 GA WIS, .S. N0. 31667 f `�aL LAI70
f EXPIRES 9/13/2009
S =0 -0200 FT/FT I 1 t 4P / \ � DATE: IO'Z!•OS
S.S.M.H. #7A, TYPE -1 480 10' PROPOSED I -
SEWER EASEMENT
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date _
FOR APPROVAL
BY
BY
BY
c I MFF =463 I + 455 64 ':� ✓'a
0 I 0O 480 - - -_ 480
I I 6 "x4" REDUCER
I I 10' PROPOSED PER DETAILESHEET 9 (TYP)
SERVICE TO LOT 17
Q- A I SEWER EASEMENT
TYP.
ao PROPOSED ..._. GRADE G_ 5 �...- -- ........_
_ STORM DRAIN CROSSING GRADE z
w.
1 +35 LE. 45795
459.22 .I.
- T " ACCESS
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LOT 21
V I O LF ® S= 0.0200 FT /FT I MFF =461 MFF =460 N 460 Y',. V { .:. "_ . _ S ._` - - - - - - - - - 460 _
91 - - -�. 49-1. F. 80 PVC..--
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MFF -464 I I S.S.M.H. 78 TYPE 1
5
190.4 @ S - 0.0059 FT./FT. RIM = 162.1- 2-462.90
- _- _S.S.M.H.: 6 TYPE 1 - - __ __._. ,/�. -._.. I.E:- - =...- 456-28 -8 °0 W
ST .M91 #76, TYPE 5' 480 I RIM E = 455-24 - 860 E2! 8 "0 S, 6 "0 W MH #6 TO MH* 7B 456.21 (NOT CHANNELED
STA. 91+89.85, 12.45' RT. 191 LF 8' PVC LE. = 455. -4 TO N, 1. =20' HORIZ.
I.E. 455.08 (CTR CHANNEL) - SCALE 1 "=10'VERT. -
440 90 +00 91
', 440
0 +00 92 +00
061 I . -5caro 7 31
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
UtiGtiea Underground Location Center
(ID,VF,ND,OR,WA)
REVISIONSi
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455.21
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date _
FOR APPROVAL
BY
BY
BY
c I MFF =463 I + 455 64 ':� ✓'a
0 I 0O 480 - - -_ 480
I I 6 "x4" REDUCER
I I 10' PROPOSED PER DETAILESHEET 9 (TYP)
SERVICE TO LOT 17
Q- A I SEWER EASEMENT
TYP.
ao PROPOSED ..._. GRADE G_ 5 �...- -- ........_
_ STORM DRAIN CROSSING GRADE z
w.
1 +35 LE. 45795
459.22 .I.
- T " ACCESS
E.-�`.El l r..
LOT 21
V I O LF ® S= 0.0200 FT /FT I MFF =461 MFF =460 N 460 Y',. V { .:. "_ . _ S ._` - - - - - - - - - 460 _
91 - - -�. 49-1. F. 80 PVC..--
0 I 2-1 - - -- a
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MFF -464 I I S.S.M.H. 78 TYPE 1
5
190.4 @ S - 0.0059 FT./FT. RIM = 162.1- 2-462.90
- _- _S.S.M.H.: 6 TYPE 1 - - __ __._. ,/�. -._.. I.E:- - =...- 456-28 -8 °0 W
ST .M91 #76, TYPE 5' 480 I RIM E = 455-24 - 860 E2! 8 "0 S, 6 "0 W MH #6 TO MH* 7B 456.21 (NOT CHANNELED
STA. 91+89.85, 12.45' RT. 191 LF 8' PVC LE. = 455. -4 TO N, 1. =20' HORIZ.
I.E. 455.08 (CTR CHANNEL) - SCALE 1 "=10'VERT. -
440 90 +00 91
', 440
0 +00 92 +00
061 I . -5caro 7 31
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
UtiGtiea Underground Location Center
(ID,VF,ND,OR,WA)
REVISIONSi
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DESCRIPTION /DATE.
BY
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COMMENTS 1123/04'.
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SEWER ADJ. 2/12/01
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COMMENTS 5 -5 -04
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AS -BUILT 09-19-05
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JOB NO.: 1062 -0011 -003
DWG. NAME: AB-S!02
DESIGNED DESIGNED BY:
SJW
DRAWN BY:
''. CR
CHECKED BY: GSI -JK
DATE: 12/ ' -/03
DATE OF
PRINT: 10-21-05
SS -02
4 OF 9 SHI Ei5
OCT 2 8 ZO