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CD L A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
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63 LF 8" PVC INSTALL 65LFt 24" I.D. STEEL CASING BY BORING. JACKING PIT:
\ Z (f) L W/ 24" STEEL CASING JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM
Y OF PIT 18" BELOW CASING INVERT. MIN SPAN INSIDE
SEE SECTION FOR EXISTING FIBER OPTIC LINES - DEPTH AT THIS LOCATION SHORING BOX OF 22' WITH 9' MIN CLEARANCE FROM
ESTIMATED TO BE GREATER THAN 11'. BOTTOM OF PIT FOR CROSS - MEMBERS.
STEEL ENCASEMENT PROPOSED DEVELOPMENT
DETAIL, SHEET 9. NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED): BY OTHERS
J OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'x1.E. + 18"
RESPONSIBLE FOR LOCATING FIBER OPTIC LINES
Lam. PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT
Q pJ A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY
:� SHALL BE NOTIFIED IMMEDIATELY.
CL oil O S - 4 OTHERS, TYPE -1 48 "0
S.S.M.H. #18. TYPE —1 80 STA. 62 +67.04, 2.30' LT.
Q t' S1A. 60+02-58,152.32' LT. CONTRACTOR TO VERIFY
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Z Z �� - _�-- SAWCUT EXISTING PAVEMENT LOCATION AND INVERT
Q GJ I- ___0- 6x6 RECEIVING PIT PRIOR TO CONSTRUCTION.
��Ci --t �� \ 0 (IF REQUIRED)
LJ Q -�'� UTILITY POLE TO BE
:E n- \ RELOCATED BY OTHERS
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= W \ r 58 LF 8" PVC 232 LF 8" PVC
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z � 0 26'x, 2' JACKING PIT 60+00
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Q -&2 7-&2-+ e0--
I -, 63 +00 64 +00
PROPOSED DEVELOPMENT
BY OTHERS
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w z 148TH AVE S.E.
O (� o HORIZONTAL DATUM:
K EY MAP WASHINGTON COORDINATE SYSTEM -NORTH ZONE
Z S.S.M.H. #17, TYPE -1 ,480 NOT TO SCALE VERT. DATUM:
w S1A. 59+41+91, 34.78 LT S.S.M.H. #19. TYPE -1 480 1 + NAVD 88
STA. 60 +35.22, 4.21' LT. I
BENCHMARK. SCALE: 1 " = 20'
I 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A
PROPOSED DEVELOPMENT BY OTHERS NOTE:
00 I CONCRETE MONUMENT WITH 314" BRASS PIN, SET 1.6' BELOW
� I GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 20' 10' O 20' 40'
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UNDERGROUND UTILITY INSTALLATION IN 148TH AVE SE 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH 'X' OF
o SHALL FOLLOW WSDOT /APWA STANDARD SPECIFICATIONS I IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER
a_ UNLESS OTHERWISE STATED IN SECTION 8.03 OF THE I TOP OF HYDRANT. ELEVATION = 470.26.
1993 KING COUNTY ROAD STANDARDS. I
I 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1
FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
A
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
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AS -BUILT CERTIFICATION: '/' 05
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
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OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT WA
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W OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. Of
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
y 460 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY / v 460
C/L PRACTIC WE MAKE O OTHER WARRANTY EITHER EXPRESSED N
OR IM D.
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01 EXISTING FIBER OPTIC CASING GA WI , • L. S. NU. 31667
450 12 "0 HDPE PIPE r AL
w EXPWS 9� 13� 2007
DATE: 450
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8 "m pVC ---
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STEEL CASING PROPOSED DEVELOPMENT
w - - -�� EXISTING BY OTHERS •
-__ GRADE
430 04S4 /-FT F7 `~- --
_ `— --- �- 430
S.S.M.H. # 17 TYPE I 231.5 C
RIM = 4 445.5 ,
L.F. $ "� PV @S 0•.0489 F T. ; FT.
I . E . - 4-34 40 8" 0 SW
m I. E. = 434:30 TO N S I
. S. M. H . 19 TYPE
I.f . - 434.01 CTR CHAPJNEI -) RIM = #4- 3:T- -+f— 443.55
420 1. E. = 430:28 8' 0 SW 420
1' MIN. I.E. = 430-.+Q9 8 "0 N !1. - 429.45 (CTR CHArAkEL)
SEPARATION % -t--F. 8 "0 PVC 56.70 1 .F . 3' MIN. ~--
®• S =0.01 FT. /FT. ® S - 0.029.E F COVER (TYP. ) T . ; � 1. E:_x' IS i ING (09-07-05) -~
S.S.M.H. 18 TYPE I _
RIM IM 427.13
410
RIM 44 -+- 44.3. %� I.E. = 419~. �$ 8 "0 S (NEW)
I.E. = 439: -% 8-0 S
1. E. = 439.$6 TO NE IA. 4.S1. �
- 418.14 (_"R CNAwrJE (09- 0 05)
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0
X) 400
W 400
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL . .
Date BY
Date BY Coo rllorkinp Do" EM" You ft 148TH AVE S.E. 1- 800 -424 -5555
1 "= 20' HORiZ. Date BY �e L*xWground Loc�bm linter
SCALE: 1"- 10' VERT
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z 60 +00 61+00 62 +00 63 +00 64 +00
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DCSCRIPT ION/ DATE
By
COMENTS 1/23/04
ESM
COMENTS 5 -5-04
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COMMENTS 12 -9 -04
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PER C.O.R. 12 -13 -04
ESH
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AS -BUILT 09 -19 -05
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