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NOTES � I
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I. THRUST BLOCK FORCE MAIN NT ALL TURNS.
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H
2 'm 2 G--f-a
2. MIN, COVER OF FORCE N\AIN -�O SF_ 4 FT. OR AS REQUIRED
BY THE ENGINEER.
a
ofse
3. EXCESS CUT MATERIAL 70 BE PLACED ON LOW AREAS
AS OIRECTE.; BY ENGINEER. (SEE SHEET 2)
27 ,fzo
4. USE C.I. BENDS ON FORCE MAIN.
CONTRACTOR TO INSTALL A 24" RCp CULVERT UNDF-R iNE
DIRT ROAD \NHERE F1L1- MATERIAL _ CI c
;S r, r =',1
DIRECTED B`( THE ENGINEER. ALL COSTS O'- LABOR
2 +40 PND MATERIAL TO SE INCLUDED ;N THE UNIT
8 °OVERFLOW
BID PRICE FOR THE G" FORCE MAIN -
U) map .L ' � N INSERT KNOCKOUTS, S'
. .dsoscu ambr CONTRACTOR TO NIOTIFY CIT`i Or RENTOK! P!ZIOFZ TO
W '.
H �' � NIH 3 27 MiH L � N
N MAKING CONNECTION.
LJ v o
8' KNOCKOUT v 20 kzlS
SOUTH OAF 7 MAX. DEFLECTION SY PEF,
TyF� )ooG 8\RG\A 5I-4 -\0 50INT FOR
FORCE MAW.
1
5- 55
ELEMENTARY SCHOOL NO. 8 SEWER PLAN AND PROFILE
I
60' SITE a .3 , >13 ADD
s -ATE RD rroVEn
— -- DATE I INITIAL
MOTE ;. ISSAQUAH SCHOOL DISTRICT NO. 4I1
>hHNO.f IN hFSTCRtV ISSAQUAH ELEMENTARY SCHOOL NO. 8
REYISION
—_
4a FOVEe. PROD. Na. 1
HILL, INGMAN, CHASE & CGS. 4q$ -os -sue
L I.GMAN C VASE L CO. GC
---
—�
CONSULTING
ENGINEERS
SEATTLE
WASHINGTON r Ta /6, /97C 00 /4
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