HomeMy WebLinkAboutS-396105T SEE C4.01 SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES
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/ ii x i 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD.
M / 1 / o _ / I I / i PLAN 406.1 AND 403.1, MIN. 2% SLOPE
11,810 SF
/ / I 0° I / STORM TRACT i 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
/ I 21,736 SF 382 i O PER COR STD. PLAN 400.1 AND 401
W I 3$4 x i �
� `� � �I � I / / � RD � D - ° � \ � O 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N
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/ i 3 COVER PER COR STD. PLAN 400.2 AND 401 O
SAWCUT EXIST. PVMT. T
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oLai/ / / vNi ° l �� REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER
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DOH STANDARDS. SEE NOTE 7. V
JdLaB v ° > v + 8�
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--------------— GENERAL NOTES:
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M 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
- M �\ M M 154TH AVE S ��' `' F /�� FEET BELOW THE BEARING PAD ELEVATION (BPE).
M M M M M M M i \�
0 _ _ M M� M M 8�, 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
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I FOUND IBAR COR STD. PLAN 405.
QX/ SUBJECT TO FIELD MODIFICATION
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- cc'------------ XT �� --- ------------- -- - -------- R B��vT 0 2 4. PAVEMENT RESTORATION
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w � 165---------------- /------i------- ------ __----------------- ---- - - - - - - - - LOCATED AT
coMcasT - - - - -n - - NE 00
- - - - - - - - BY THE CITY INSPECTOR.
Q SSMH15 _ X / SSMH2O 3 _ _ - �, s,,6.p / cND L, o =� d� 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
c-D\ STA �RT S p,'0052 I / SEE SHT. C4.01 _ _ _ _ _ _ - - - - - - - \ - �0/1�)_ _ \ _ TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
' IDE�X �0+90-26, 9.45' 2' CONCRETE I I BP BP ��P BP ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE T
I 1' TALL CONCRETE/ RUBBL WALL I I — - \ REPAVED. O
/ RUBBLE WALL -(RET. EAST) I / O
/ \ 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
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BRICK wALL J \ UTILITY PIPES AT CROSSING AN ETHAFORM PAD SHALL BE
WOOD PST 8'Hw \�-------
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/ 8" CIND FFE=386.7' 1' PAV S Q Z
BLOCK WALL SWING
/ W/ 7' CEDAR FNC GATE 0
SEE C4.06
2 3 4 5 6 7
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14 13 12 11 10
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KEYMAP
PROVIDED.
7. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY.
EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART J
OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME.
8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2'
CONCRETE PAD ADJACENT TO BACK OF WALK
WA TER NO TES:
1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY.
FINAL DESIGN TO BE COMPLETED BY STANTEC. CONTRACTOR
SHALL COORDINATE INSTALLATION WITH KING COUNTY