HomeMy WebLinkAboutS-396106SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES
Mo 30' 30' o O 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD.
� or: PLAN 406.1 AND 403.1, MIN. 2% SLOPE
W 10 "F 1463400021 Q
48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
' � PER COR STD. PLAN 400.1 AND 401
1 D F 10 F E. TOE FACE 1 TALL 1 WIDE CMU WALL (TYP.) �
w j 3 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N
~ Q "C 8 F WEST END OF UTILITY PAINT MARKINGS O COVER PER COR STD. PLAN 400.2 AND 401 O
u 0 1 C 8„H 4 BWFN O 4 SAWCUT EXIST. PVMT. T
CENTERLINE O 0
°° PYRAMIDALIS �: O REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER (�
CB 8628 -I 1 C
DECOMMISION WELL, SEE DOH STANDARDS. SEE NOTE 7.
Q RIM 386. 4 H�1 NOTE 6 ON SHT. C0.01 HEDGE 4 DIA. V
LAJ
J CPP IE 382.91O 11 -WELL HEAD 10 ON CTR & "AP ui
CMP IE 342. 7777( S — 11. A C PROTECT EXIST. V� GENERAL NOTES:
LU CMP IE 382.11( 38 — — — STRUCTURE O
+oo I 0 4 - — — — _ -- O 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
CMP IE 382.04O S - - _ �� +Lo
----
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
o ' - - - - S SS---,------T— - S
�- - - - SS - - SS 3 SS � 4
- — 267 zLF 8" PVC - - - - - - - - - - SS _ - - -- - - - - - -SS S �. FEET BELOW THE BEARING PAD ELEVATION BPE .
�'-------- --_ _ -- - ------ ---- ---- -- — BID ---- -- S - - SS- i
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
I W C R. WALL a MIN.—
HED tJ� COR STD. PLAN 405.
1 a CARP RT
0USE
W a 12 CY 15' SEWER ESMT. C Tr z 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
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SSMHS, 0+5o.os
STA ' T NE COR HOUSE CONT'S S.
= J CROSSING DATA
V 8" WA IE=382.28
a r i nL L,i i r nv 3rL � i UM
5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
C NN. TO EXI T. BRICK PA —
~ 11
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
1 'WIDE
8" SS TOP=378.48
RFPAVFD.