Appendix A CITY OF WASCO CONSTRUCTION STANDARDS
Table of Contents
- Roads
- R1 Street Sections
- R2 Curb, Gutter and Sidewalk
- R3 Alley Sections
- R4 Cross Gutter
- R5 Cul-de-sac and Knuckle Treatments
- R6 Pavement Tie-In
- R7 Residential Drive Approach
- R7A Residential Drive Approach Planting Strip
- R8 Commercial Drive Approach
- R9 Curb Ramp
- R10 Street Signage/Light Pole Locations
- R11 Street Signage
- R12 Street Sign Residential
- R13 Street Light
- R14 Street Lights General Notes
- R15 (Intentionally Deleted)
- R16 Solar Street Light
- R17 Survey Monument
- Water
- Sewer
- Drainage
- Backfill
- Miscellaneous
- Landscaping
GENERAL NOTES
1. Class "A" concrete is defined as 6 sack per cubic yard with slump 2.5" to 4" maximum.
2. Class "B" concrete is defined as 5 sack per cubic yard with slump 3" to 5.5" maximum.
|
ABBREVIATIONS |
DEFINITIONS |
|---|---|
|
AB |
Aggregate Base |
|
AC |
Asphalt Concrete |
|
B.W. |
Both Ways |
|
BCR |
Begin Curb Return |
|
C |
Clearance |
|
CL |
Centerline |
|
CLR |
Clear |
|
CONC. |
Concrete |
|
CONT. |
Continuous |
|
CORP. |
Corporation |
|
D |
Distance |
|
D.F. |
Douglas Fir Tree |
|
DIA. |
Diameter |
|
E.W. |
Each Way |
|
ECR |
End Curb Return |
|
ELEC. |
Electrical |
|
FL |
Curb and Gutter Flowline |
|
FPS |
Feet Per Second |
|
FT. |
Foot (Feet) |
|
GAL. |
Gallon(s) |
|
GALV. |
Galvanized |
|
GPD |
Gallons Per Day |
|
I.D. |
Inner Diameter |
|
IRRG. |
Irrigation |
|
L |
Length |
|
LB(S). |
Pound(s) |
|
MAX. |
Maximum |
|
MIN. |
Minimum |
|
O.C. |
On Center |
|
O.D. |
Outer Diameter |
|
P.S.I. |
Pounds Per Square Inch |
|
PL |
Property Line |
|
PUE |
Public Utility Easement |
|
R |
Radius |
|
RAD. |
Radius |
|
ROW |
Right-of-Way |
|
S |
Slope |
|
SHT. |
Sheet |
|
SPECS. |
Specifications |
|
SQ. FT. |
Square Foot (Feet) |
|
STD(S) |
Standard(s) |
|
T.I. |
Traffic Index |
|
TW |
Travel Width |
|
TYP. |
Typical |
|
V-GUTTER |
Valley Gutter |
|
W |
Width |
|
W/ |
With |
(Ord. 697 §1 (Exh. A), 2018; Ord. 550 (Exh. A), 2007; Ord. 549 (Exh. A), 2007; Ord. 474, 2002).