HomeMy WebLinkAboutS-32300313. DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF GRAPHIC SCALE
THE DEPARTMENT FOR THE PREVENTION OF ON —SITE. EROSION AFTER THE COMPLETION OF CONSTRUCTION.
1- 0 10 20
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED:. FOUNDATION IN ACCORDANCE W9TH
a N SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
x I CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
74� } FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED. BEDDING MATERIAL TO UNIFORM ( IN FEET)
® m .GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING 1 i¢ch = 20 R
BASE. PIPE 'BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
J 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER— CASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 16 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING:
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—1— 01/19/06
CONCEPT ENGINEERING, INC.
455 Rainier Boulevard North
® tMal In, Washington 98027
(425) 392 -8055 FAX (425) 392 -0108
Copyright c 1999 Concept Engineering, Inc. All rights reser
JOB NO. 26005
ALL WORK SHALL COMPLY WITH CITY OF RENTON
STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, LATEST EDITION.
CITY OF RENTON
APPROVAL FOR SITE CONSTRUCTION
! " ? JUP 22 201 Au -5 323003
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