HomeMy WebLinkAboutWWP2703406.2Portion of the NE 1/4 of the NE1/4 of Section 32, Township 24 North, Range 5 East, WM
City of Newcastle, State of Washington
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SSM
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CONNECT TO EX. SSMH
RIM=153.42
IE=145.02(8"PVC W)
IE=145.52(8" CHANNEL E) (1/2' DROP)
CORE DRILL AND CONNECT W/ KOR-N-SEAL
BOOT. RECHANNEL MANHOLE AS NECESSARY.
-190
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EX. WATERLINE
I �' ' •200
LLJ n
TYPICAL 6" PRIVATE SIDE SEWER FOR
FUTURE CONNECTION. PROVIDE 2x4 MARKER POST
MARKED "SEWER" AND LABELED WITH LENGTH _
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�QA ....... .. ....... /... ......... ...:.... .. .... .... ....... ....... _....... _.._............. z ._ .,., ._ .....
/.INKS/TALL HILL HOLDERS 19+00 18+00 17+00 16+00 15+00
.....
• 25 50 100
NOTE:
ANY AREA DISTURBED DURING SANITARY SEWER MAIN CONSTRUCTION
SHALL BE RESTORED TO ORIGINAL CONDITIONS PER CITY OF RENTON
STANDARD DETAIL H033.
PER CCUD" STD. DETAIL: SSMH#2; 54"
N0. 9 . : : N:195359.57
11 E:'I 305004.41
RIM=191.76
. -
IE-184.01 8-
IN N
1-7
5...... ................. �..:........................... ............. ....: IE=183:51. .8" OUT W) (1/2' DROP)
SSMH#1:, 54"
. . . . . . . . . . . . .. . N:195361.35 NOTE:
�o E 13049.47.44. MANHOLES MUST BE CORED AT
RIM=193.53 AN ANGLE TO ACCOMMODATE PIPE
IE=182.94 �8�. IN Eo. .......... SLOPES GREATER THAN 20%.
170 . n IE=182.88 CENTER OF CHANNEL)
. . . .IE=182.04.8: OUT W.
®... ... ...
./. . . . . . . . . . . . . . . . . . .
...................................... .Z . ...................... ...................... ......................
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. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . �. . . . . . . . . . . . . . . .
160 ...................:............ .... ........... _.......... ........-....,........ .....................
. . . . . . . . .....
.
PIPE: ANCHORS AT :50` . :: :: :: . .
ON CENTER 'SPACING
..:::::::l.. ...
i...................j} .................:....,.................. ...,.................. .....................
::OFFSITE SANITARY SEWER
:.........:........................................
150
. SCALE:.:. 1...._50'.,H3-..1:"_5...V ..............
INN....... ...:....................... _ ... _ ... _..... ....
EX. SSMH . . :
N:195364.54
E:130484:6;00 . . . . . .
:RIM=1'53.42+ I.-;
:IE=145.52 (8")
:EX. ]E=.145.02 :(8") . (1 /2' DROP) EXISTING : GRADE ® PIPE CL /G' b% p
......... ..... ....
.... ....... ......... ....... .
"�� SATE
22+00 21+00 20+00
9 0-07
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DNA L �N
EXPIRES 2 5
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0
0
0
N
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00
4J
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N
0
DESIGNED CMT
DRAWN CMT
CHECKED RJA
18215 72ND AVENUE SOUTH
o=m ¢p� KENT, WA 98032
NC ENGC� (425) 251— 6222
CIVIL ENGINEERING, LAND PLANNING,
NG ENVIRONMENTAL SERVICES (425)251-8782 FAX
SURVEYING,
PL C,Q
O �,
v� COAL CREEK
_, UTILITY I Li T Y DISTRICT
REFERENCE INFORMATION
DATE
6 /3 /06
E L I Z A B E T H ESTATES
SANITARY SEWER EXTENSION
OFF -SITE SANITARY SEWER PLAN AND PROFILE
JOB NUMBER
06015.00
FIELD BOOK:
3
REVISED PER DOWNSTREAM SANITARY SEWER STUB REVISIONS
8 1 07
/ /
CMT
RJA
SURV. CPU FILE: N/A
2
REVISED PER DISTRICT COMMENTS DATED 5-3-07
5/9/07
CMT
RJA
SCALE
HORIZONTAL
1 "=5' VERTICAL
DWG NO.
1
REVISED PER COMMENTS DATED 8-31-06
4/2/07
CMT
RJA
DATUM: N/A
N/A
/
SHEET 2 OF 6
SYM
REVISION
DATE
8Y
APP D
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