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STRAW BALE CHECKS
N.T.S.
GENERAL NOTES
1. VERTICAL CONTROL DATUM BASED ON USC&GS.
2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES.
3. EXISTING PRIVATE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO FENCES,
STRUCTURES, SCULPTURES, LANDSCAPING, ETC.) SHALL BE TEMPORARILY
RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4_ STATIONING SHOWN IS DEFINED BY THE CONTROL POINTS.
5. ALL MANHOLES SHALL HAVE LOCKING LIDS_
6. PROVIDE AS —BUILT INFORMATION SHOWNING ALL INVERT AND RIM ELEVATIONS.
7_ INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES
WHERE CONFLICT OCCURS.
8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 10* THICK.
5. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION_ CONTRACTOR SHALL COORDINATE RELOCATION WITH
UTILITY OWNER IF REQUIRED.
10. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR REFERENCE ONLY. SOME OF
THE DETAILS OR INFORMATION PRESENTED ON THIS DRAWING MAY NOT BE
REQUIRED AS PART OF THIS CONTRACT.
11. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY.
12. CITY OF RENTON STANDARD DETAILS ARE LOCATED WITHIN THE BOUND
CONTRACT SPECIFICATIONS.
13. TRENCH SAFETY AND SHORING SHALL MEET ALL OSHA AND WISHA STANDARDS.
TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON— WORKING HOURS.
14. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT,
INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OF EQUAL AS CLEARANCE
SEPARATION.
15. THE LIMITS OF THE CONSTRUCTION EASEMENTS SHALL BE MARKED PRIOR TO
CONSTRUCTION AND MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
WHILE WORKING ON PRIVATE PROPERTY, NO CONSTRUCTION EQUIPMENT OR
PERSONNEL SHALL WORK OUTSIDE OF THESE LIMITS.
16. ALL WORK SHALL CONFORM WITH THE STATE AND FEDERAL PERMITS FOR THIS
PROJECT. COPIES OF THESE PERMITS ARE CONTAINED WITHIN THE BOUND
CONTRACT DOCUMENTS.
17. ALL WORK WITHIN THE WETLAND AND WETLAND BUFFER
SHALL BE COMPLETED BEFORE OCTOBER 1, 2002.
GRASS SEEDED SIDE SLOPES
3
3
3:1 SIDE SLOPES
3:1 SIDE SLOPES
3, -0"
FLAT BOTTOM
3:1 SIDE SLOPES
DITCH
_ IMPROVED SECTION
N.T.S.
18" STEEL CASING PIPE
ENDS OF CASING .REMOVE WELDED CAP,
INSTALL 'UTILITY PIPEAND INSULATORS,
AND SEAL UTILITYPIPE TO CASING WITH
CASCADE SYSTEMCCESCASING END SEAL
OR APPROVED EQUAL (TYPICAL)_
— OUTSIDE DIAMETER OF JOINT BELL
CASING INSULATOR USE 3 PER
20' OF PIPE (CALPICO INC.,
CASCADE WATERWORKS MFG. CO.,
OR APPROVED EQUAL)
1. INSULATORS SHALL BE MECHANICALLY CLAMPED TO PIPE:
CUSHION BETWEEN PIPE AND INSULATOR SHALL BE LINED
WITH RUBBER OR PVC; INSULATOR SHELL SHALL BE A
MINIMUM 14 GAUGE STAINLESS STEEL, LOW DEFLECTION
UNDER COMPRESSION, AND HIGH RESISTANCE TO ABRASION;
INSULATORS SHALL BE MANUFACTURED BY CASCADE
WATERWORKS MFG. CO_, CALPICO, INC., OR AN APPROVED EQUAL.
2. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION SLOPE STABILITY
AND DEWATERING DURING ALL UTILITY INSTALLATION.
SEWER CASING DETAIL
N.T.S.
"C"&` CITY O F
NOT TO SCALE 0� QL MO "m "9°' N
DH RENTON
JDH o�c rFxrn' DATUM
" Mc "i�`uu I Planning /Building /Public Works Dept.
F IIDT OIE IIC11
REVISION BY DATE APPR •^ L '""•"°°"
ROLL 179 FRIZ I Y„
CARRIER PIPE
J A
HIGATE LIFE STATION ELIMINATION
DETAILS AND SECTIONS
SCANNED MAR 2 8 2M
MAY 2002
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