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GENERAL NOTES:
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURNS
REQUIREMENTS AND SPECIFICATIONS.
,7
}}'I� a / 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF ""I•�'�
ilr AUBURN.
I. a 3. A COPY OF THESE APPROVED PLANS SHALL BE ON -SITE DURING CONSTRUCTION. "
`_* - ~?!' •'- 4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE -^
1 CONTRACTOR'S RESPONSIBILITY TO LOCATE THE TRUE ELEVATIONS AND LOC-
TIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION.
5. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY PRIOR 70
.,. CONSTRUCTION.
tv� 6. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING
( ' 71�
AC MANHOLE ADAPTORS, OR APPROVED EQUAL.- 7. BEDDING FOR PVC PIPE SHALL CONFORM TO APWA, SECTION 61-2. 02, 4' UNDER
TO 6" OVER THE PIPE.B. ALL PIPE BACKFILL MATERIAL SHALL BE 6/B" MINUS CRUSHED ROCK FOR ALL
` RIGHT-OF-WAY BA CKFILLING. 1-11 oP -11e . w./EHeuT./ �..-
9. SIDE SEWERS SHALL BE 6' PVC AT A 1X MINIMUM SLOPE.
10. WATER PIPE SHALL CONFORM TO D.I. CL 52 PER CITY OF AUBURN STANDARDS.
11. THE CONTRACTOR SHALL MAINTAIN A 42' MINUMUM COVER ON WATERLINES. "
12. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL.
13. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS PROJECT SHALL BE
KEPT CLEANED OF MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION,
AS DIRECTED BY THE CITY ENGINEER. Im
. - 14. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 20' FOR SDR 21 PIPE AND
i 12'-6' FOR SDR 35 PIPE.
15. WHERE WATER AND SEWER MAINS HAVE LESS THAN 3 FOOT VERTICAL OR 10 FOOT
HORIZONTAL SEPARATION DUCTILE IRON PIPE SHALL BE USED FOR SEWER MAINS
_ INSTEAD OF PVC. NO JOINTS SHALL BE WITHIN 10 FEET OF CROSSING ON THE
-SEWER MAIN.
16. CONTRACTOR SHALL NOT PLACE ANY ELECTRICAL UTILITY WITHIN 5' ON ANY-
.�.
WATERLINE.
,�. 17. SAWCUT 12' MIN. BEYOND EXCAVATION. BACKFILL 100% WITH 5/8' CRUSHED -
,�h'' ROCK AND RESTORE TO MATCH EXIST. (TYPICAL ALL STREET RESTORATION).
.q r 18. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
"S (1-800-424-555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM
SEWER, GAS, POWER, TELEPHONE, AND TELEVISION).
19. VERTICAL DATUM PER CITY OF AUBURN BM:NLELEVATION 70.37', R.R. SPIKE IN
POWER POLE ON SOUTH SIDE OF BTH STREET N.E., 75' EAST OF 'I' STREET N.E.
11i! �. _ - � pp, PIPE BAULFII_L HGT E24L Fog CLL QIGHT-OC-WGY 6AGICq LLI,.Y IAl CQECS OF �.
U I.,,HvppV EH FJJT ONgLL CE P-ap.11L ¢url 4RAVEL, GLA�j7 •4' HOp�F CEO.
`� 21. 4LL ELECTTRICGL WOQ,L, JurJGT�ON pO,CES, 6REA✓�¢ CA6,..ICTS, WMlr1d QE •". •"�"'y'�
��.- _ FDLEO, WI¢4JG pETGILO Fir.lO COw.IOUT PLAGEHErJT WILL bE PEQ GTY OF
,4 +� _, -- AU6L1¢N O{4L,p40-O OETA�LS Gwlp �PEGI FIGHT ION S.
p,
22. �T¢EET L,QHT STAr.l OApDy 71J4LL CDwl Fol
pO.AWILIGS - 30 FT. MOM-fflM(� 4�.IG L1T
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PREPAREDY y(
JOHN R. EWING AND ASSOCIATES
J R E CIVIL ENGINEERING -LAND SURVEYORS
KENT, WAS "
HINGTON (206)852-6633
DESIGNED BY DRAWN BCY CHECKED BY
4u4 WSa 5/2a�g; 1`1,'y' WS.H. .A.L. W.SH.
f
A. 81 L. DEVELOF MENT 2
PROJECT
FULMER PARK-T ST. NE. EXTENDED
SHEET DETAILS 2
DE 398
8`Y O /CJI WA// "L CJr' G