HomeMy WebLinkAboutS-315225M � �
63 LF 8" PVC
W/ 24" STEEL CASING
SEE SECTION FOR
STEEL ENCASEMENT
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A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
INSTALL 65LFf 24" I.D. STEEL CASING BY BORING. JACKING PIT:
JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM
OF PIT 18" BELOW CASING INVERT. MIN SPAN INSIDE
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.
/ - PROPOSED DEVELOPMENT
I BY OTHERS
� � \ NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED) „ ". .
�\\ OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'xI.E. +187
\ \ RESPONSIBLE FOR LOCATING FIBER OPTIC LINES �" kR 1
PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT
\ t A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY
SHALL BE NOTIFIED IMMEDIATELY. �A", ,
\ _ - OTHERS, TYPE -1 48'4 -g, ;
\ , ` S.S.M.H. #18, TYPE -1 484 STA. 62 +67.04, 2.30' LT. ` s
STA. 60+02.58, 52.32' LT. CONTRACTOR TO VERIFY
6'x6' RECEIVING PIT SAWCUT EXISTING PAVEMENT LOCATION AND INVERT
PRIOR TO CONSTRUCTION. '
(IF REQUIRED) 1
UTILITY POLE TO BE
\ k RELOCATED BY OTHERS
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Date
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Cell 2 Working Days Before You Dig
148TH AVE S.E.
8 „0 PVC:
W/ 241
- 1"- 20" HoRlz
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UNDERGROUND UTILITY INSTALLATION IN
148TH AVE SE
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SHALL FOLLOW WSDOT /APWA STANDARD
SPECIFICATIONS
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UNLESS OTHERWISE STATED IN SECTION
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1993 KING COUNTY ROAD STANDARDS.
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Date
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5
-
Date
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148TH AVE S.E.
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- 1"- 20" HoRlz
Date
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WASHINGTON COORDINATE SYSTEM -NORTH ZONE N
VERT. DATUM: n
NAVD 88
BENCHMARK: SCALE: 1" = 20'
1. KING COUNTY SURVEY CONTROL POINT #RENT1645, BEING A
CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW
GRADE, IN A STANDARD MONUMENT CASE, ELEVATION = 467.77'. 20' 10' O 20' 40'
2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER
TOP OF HYDRANT. ELEVATION = 470.26'.
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'.
450
440
._._ __. . -_. __.. _ -_ __ -. ____
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I.E. - -436.86- TO NE I.E. - (CTR CHANNEL)..
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COMMENTS 1/23/04I.
ESM
CHECKED FOR COMPLIANCE
RECOMMENDED
ESM
TO CRY STANDARDS
FOR APPROVAL
ESM
4
Date
BY
5
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Date
BY
Cell 2 Working Days Before You Dig
148TH AVE S.E.
1 -800- 424 -5555
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Date
BY
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REVISIONS:
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DESCRIPTION/OATi
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COMMENTS 1/23/04I.
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COMMENTS 5 -5-046
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COMMENTS 12 -9 -04:
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JOB NO.: 1062-001 -003
DWG. NAME: AB -Si -O6
DESIGNED BY:
SJW
DRAWN BY:
CJR
CHECKED BY: GSIrJK
DATE: 12/1/03
DATE OF
PRINT: 10-21-(5
SS -61
00
8 OF 9 SH ETS
SCANNED OCT 2E