HomeMy WebLinkAbout89D1053DEVELOPER GENERAL N07ES
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1. All workmanship and material shill conform to the City of Auburn
requirements and specifications.
2. The standard ap*cifications shall be 1981 APWA as modified by the
of Auburn.
3. A copy of these approved plans shall be on-slie dowl, cons4uctim
4. Prier to starting construction, the contractor shall be required to
toll ONE -CALL (1-800-424-5555) for utility locations (water, sanitary
sewer, storm, gas, power, telephone, and television).
5. Six -Inch extruded curb* ar parking bumper, shall be required around
all on -site paring wean, where parking will be adjacent to a public
street. A six -Inch extruded curb is required between all abutting
pavement and landscape areas.
6. All downspouts far roof drains shall be directed into the private
storm drainage system.
7. All connections of SDR 35 PVC pipe to manholes and catch basins shall
be made by using A.C. or GPK manhole adaptors, m approved equal.
8. The maximum laying lengths far SDR 35 pipe shall not exceed 12 feet 6
inches.
9. Bedding far PVC pipe shall be 5/8 Inch minus crushed rock, 4 inches
under to 6 inches minimum over the pipe.
10. Bedding for concrete and ductile Mon pipe Mali be 5/5 minus crushed
rock, 6 Inches minimum under to 6 Inches over the pipe.
11. All pipe trench backflll Mall be Class A bank run gravel modified by
the City of Auburn. Existing backfill material on -site may only be
used upon the approval by the City.
12. All pipe trench beckfill within the public right-of-way Mall be 5711
Inches minus crushed rock.
13. Any existing pavement surface being disturbed shall be sawcut full
depth with straight, uniform edges. All joints between the new and
original pavement shall be painted with asphalt emulsion (CSS-1).
14. All required landscaping shall conform to the City of Auburn Zoning
Ordinance, Section No. 18-50.
15. The contractor shall install, replace, or relocate all signs, as shown
on the plans, or as affected by construction, per the Citys standard
detall.
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GRAPHIC SCALE
]0 0 10 20 0
MEN
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1 inch = 20 ft.
16. NI power and telephone lines shall be In a separate trench with a
minimum horizontal separation from other utilities (water, sanitary
sewer, and storm sewer) of five feet.
17. All construction surveyingfor extensions of public facilities, (water,
sewer, starts, and street) shall be done under the direction of a
licensed surveyor or a licensed professional Civil Engineer.
18. During construction, the contractor shall be required to control
on -site storm water runoff by using temporary erosim/sIltotion
control procedures. No sediment laden storm water shall be allowed to
discharge Onto adjacent properties or Into the Citys system.
19. During construction, My streets adjacent to this project shall be
kept dew of ill material deposits resulting from on -site
construction, as directed by the City.
20. Al aide sewers shall be marked with a 2 by 4 stake connected by a
wits to the end of the stub. All curbs shall be marked with on SS' at
ell side sews, locations.
21. All water services shall be plumbed per the City of Auburn Standard
Detall with motor setter*.
22. All now catch basin locations shall be reinforced at the curb and
gutter per the City'n Standard Detoll.
23. Sanitary Sewer pipe for conventional straight run sewer with manholes
shall conform to ASTM 0 3034-SDR 35, pipe shall be Johns Manvllle
Ring -Tate PVC sewer pipe or approved equal. Pipe Jaime shall be bell
spigot with flexINe rubber ring gasket.
23. Sanitary Sewer pipe for steep alignment Mill be Driscoplpe 8600
or approved equii
24. All easements required to be obtained by owner As
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