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1. B" PVC PIPE SHALL BE CLASS-160 CONFORMING TO AST-M D 2241 WITH SDR OF 26. 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THESE PLANS AND WITH THE UNIFIED SEWERAGE AGENCY U.S.A.)/CITY OF
+ + TIGARD (CITY., STANDARDS. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND THE USA/CITY ST�NDARDS, THE
± 3.5' /-2.67/ O£ 2. 8" DI PIPE SHALL BE CLASS- 50 CONFORMING TO ANSI A 21.50-19i6. USA/CITY STANDARDS SHALL TAKE PRECEDENCE.
G" 'AT 9O° BEND �QJ 3. FITTING SHALL BE OF SAME. CLASS FOR PVC AND CONFORM 40 ANSI 21.10-1971 GD, 2. NO ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE USA/CITY AND THE ENGINEER.
of o6.2 DI PIPE WITH MINIMUM WORKING PRESSURE OF 250 ,PS
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TIE RODS2.) _ -- - ' 3. ALL PERMITS AND LICENSES NECESSARY FOR PROSECUTION AND COMPLETION OF THE WORK SHALL BE SECURED AND PAID FOR
BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. '
EXIST. "" M S 90° BEN 4. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDER-
ROTATE 0 90` PnA TO GROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILTIES MAY BE ACCURATELY LOCATED: IE: POWER, GAS,
KING CITY C u T r TELEPHONE, WATER, SANITARY AND STORM SEWERS.
PL.UGC E ID Iti1 VERT, TRANS ITIOIv COUPI_-I►JC-, 5. THE LOCATION OF EXISTING UNDERGROUND FACILTIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARAN-
R I S E R. TO 90 .H „ - D I TEED TO BE ACCURATE.
.4%____8 x � MT REDUCER- � 8" PVC P/A 3 MIN. COVER 6. MATERIAL FROM EXCAVATION SHALL BE USED FOR BACKFILL EXCEPT WHEN CROSSING STREETS, DRIVEWAYS AND PAVEMENT
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/ ADD MATERIAL NOTES. 5LC /i////77 REFERENCE INFORMATION AND NOTES: DESIGN TUALATIN DEVELOPMENT COMPANY KALE
2 /?DD MN- /D SLG 3/8/78 I-I0IZIZOL)TA1— OAT LIr--1 : SUI"11''1 �{zFIE.L-CO (=BATS ,c �j P �=f�f, S. L. C, - �UIL'T I; 100 HOR,
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DESCRIPTION SUB. APPR. DATE JlCY 12 �°'`o T, R.H . ENGINEERS- SURVEYORS -
REV. �4kl cp MH ID KERWOOD ESTATES
DATE 8905 S.W. COMMERCIAL STREET
REFER TO TRACING FOR LATEST REVISION /0-/2/-77 TIGARD, OREGON 97223 OF
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