resolution
Resolutions-1997-021
Page 18 of 96
Text read by the vision model; check the PDF for anything that matters.DRIVEWAY CONSTRUCTION
1. SAWCUT AS CLOSE TO CURB AS POSSIBLE, MINIMUM DEPTH=2/3 OF EXISTING PAVING
2. SAWCUT CURB AT FULL WIDTH AND 6" IN FROM BOTH ENDS
3. REMOVE SMALL SECTIONS OF CURB FIRST
* SEE NOTE BELOW.
Curb Removal
6" MIN. P.C.C.
NEW DRIVEWAY APPROACH
NO. 4 BARS, EVERY 24" ON CENTER, GROUT IN PLACE
1-1/2" LIP CURB
EXISTING STREET
MAINTAIN STREET P.C.C. DEPTH FOR A MINIMUM OF 12" INTO APPROACH
* SEE NOTE BELOW.
Cross-Section View
NO. 4 BARS, 18" LONG, EVERY 24" ON CENTER AND 1' MAX. FROM EACH END
* SEE NOTE BELOW.
Rebar
1/2" PREFORMED EXPANSION JOINT MATERIAL. USE 1" JOINT MATERIAL IF ACROSS FROM "T" INTERSECTION OR ON THE OUTSIDE OF A CURVE.
Expansion Joints
* IF 6" SLOPED CURB IS IN EXISTING AS PER FIGURE 5.3 & 5.4, THEN THESE DO NOT APPLY, EXCEPT FOR REINFORCEMENT BARS.
FIGURE 3.1
Sources
- laserfiche: Resolutions-1997-021 (Resolutions-1997-021.pdf) — where it was found ↗ first seen Oct 12, 2026
Data last updated October 16, 2026. Built from the archive's documents; see how the data is built.