HomeMy WebLinkAboutS-315208CD A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
04 8 o� 65 LF 8" PVC INSTALL 65LFt 24" I.D. STEEL CASING BY BORING. JACKING PIT:
W a o u/ W/ 24" STEEL CASING JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM
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
STEEL ENCASEMENT ESTIMATED TO BE GREATER THAN 11'. BOTTOM OF PIT FOR CROSS- MEMBERS.
DETAIL, SHEET 9. PROPOSED DEVELOPMENT
NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED): BY OTHERS
W \ OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'xI.E. +18"
J RESPONSIBLE FOR LOCATING FIBER OPTIC LINES
Iy Oj PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT
o A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY
O SHALL BE NOTIFIED IMMEDIATELY. OTHERS, TYPE -1 48"4
S.S.M.H. #18, TYPE -1 484 STA. 62 +67.04, 2.30' LT.
/f�j STA. 60 +05.39, 48.18' LT. LOCATION TOAND TO VERIFY
z_ Zet G�� 6'x6' RECEIVING PIT SAWCUT EXISTING PAVEMENT PRIOR TO CONSTRUCTION.
Y ``� O (IF REQUIRED)
W Q Z Sv , \ \ O UTILITY POLE TO BE
m 0- ti" RELOCATED BY OTHERS
�
W a J \ \ 53 LF 8" PVC 232 LF 8" PVC
V) LLJ
O (/) \
Z 26'X12'
\ ------
JACKING PIT 60 +00 —sr+OO — —
Q I I 63+00' 64 +00
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< — — — �PROPCSED DEVELOPMENT
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148TH AVE S.E.
Pk Z HORIZONTAL DATUM
a° - WASHINGTON COORDINATE SYSTEM -NORTH ZONE
Z S.S.M.H. 17, TYPE -1 484 KEY i ALE n
# NOT �0 SCALE VERY. DATUNt
� w a STA. 59+411+91, 34.78' LT S.S.M.H. #19, TYPE -1 484
I STA. 60 +35.22, 4.21' LT. NOTE: NAVD 88 ,
p ; BENC�AS- SCALE: 1 20
UNDERGROUND UTILITY INSTALLATION IN 148TH AVE SE 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A
PROPOSED DEVELOPMENT I CONCRETE MONUMENT WITH 3/4" BRASS PIN. SET 1.6' BELOW
07 3 OTHERS SHALL FOLLOW WSDOT /APWA STANDARD SPECIFICATIONS GRADE. IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 20' 10' 0 20' 40'
UNLESS OTHERWISE STATED IN SECTION 8.03 OF THE
1993 KING COUNTY ROAD STANDARDS. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "x" OF
'c IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER
TOP OF HYDRANT. ELEVATION = 470.26'.
0
a
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'.
to
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- -�315208
460 460
C/L
of
450
of
450
N
I
440 440
o g 65 L.F. 8"o PVC
W/ 24" STEEL CASING
o PROPOSED DEVELOPMENT
a EXISTING BY OTHERS
a ® S = 0.0100 FT. /FT. _ GRADE 430
ui 430 232 1.+. g 4 _ — —
o S.S.M.H. 17 TYPE I PVC ®S- 6 �.IFT. — —
-0.062
RIM = 444.9 +/- — _
I.E. = 436.27 8"0 S —
m 436.17 8 "4 N 3' MIN. —
42O S.S.M.H. 18 TYPE I COVER (TYP.) — — — —
420
RIM = 443.3 +/-
I. 8' E. = 435.52 4 S
I.E. = 435.42 TO NE S.S.M.H. 19 TYPE I
RIM = 443.1 +/-
I.E. = 434.89 8"0 SW
410 I.E. = 434.79 TO N I.E. = 419.10 TO S (NEW)
410
53 L.F. TO PVC
®S= 0.0100 FT. /FT.
z
0
400 400
CHECKED FOR COMPLIANCE RECOMMENDED
TO CaY STANDARDS FOR 7AL
Date BY
Q� Cal 2 War" Days Before You Dig
148TH AVE S.E. pate BY � 1- 800 - 424 -5555
Umuea ik,dergrosw Locatan Center
COAL 1E: 1 " =20' HORIZ. (ID,WrND.OR,WA)
1 "= 10'VERT.
O
60 +00 61+00 62 +00 63 +00 64 +00
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ROLL '1. .9`4 F EP%k 39
REVISIONS
NO. UESCRIPNON /DATE
1 COMMENT' 1/23/6+ ESM
2 CvmENT -, 5-5-04 SN
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Ef�IRES ,0/ 9/05
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JOB NO.. 1062 - 001 -0103
DWG. NAME SS -06
DESIGNED 6r: SJW
DRAWN Br: CJR
CHECKED By
DATE: 12/tiO3
DATE OF
PRINT:
SS —((��06
8 OF $ SHEETS
SCANNED OCT () P