Agenda packet — Rancho Cordova City Council, October 19, 2026 (part 2 of 3)

ELECTRICAL PHOTOMETRIC SITE PLAN - PARTIAL B
2 SCALE 1/32" = 1'-0" NOT USED
1 SCALE N.T.S. EP1.1

ELECTRICAL PHOTOMETRIC
SITE PLAN - PARTIAL B GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

FOLSOM SOUTH CANAL RECREATION TRAIL
ALLEY 8
LIMIT OF WORK 0.6 1.0 0.9 0.6 0.3 0.8 1.4 1.1 0.7 0.3 0.9 1.6 1.2 0.7 0.3 0.9 1.4 1.2 0.7 0.3 0.6 1.1 1.0 0.7 0.4 0.5 0.9 0.9 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.4 0.8 0.9 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.7 1.3 1.1 0.8 0.4 0.9 1.6 1.2 0.8 0.4 1.0 1.6 1.2 0.8 0.4 0.7 1.3 1.1 0.8 0.4 0.5 1.0 0.9 0.7 0.4 0.4 0.7 0.8 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.4 0.8 0.8 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.8 1.4 1.2 0.8 0.4 0.9 1.6 1.2 0.8 0.4 0.8 1.5 1.2 0.8 0.4 0.6 1.1 1.0 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.5 0.6 0.6 0.4 0.6 0.7 0.6 0.4 0.7 0.8 0.7 0.4 1.0 1.0 0.8 0.5 1.4 1.3 0.9 0.6 1.7 1.4 1.1 0.7 1.7 1.5 1.2 1.0 1.3 1.4 1.3 1.2 1.0 1.3 1.3 1.4 0.8 1.1 1.3 1.5 0.7 1.0 1.2 1.4 1.6 0.8 1.0 1.1 1.1 1.1 1.0 1.1 1.1 0.9 0.8 1.2 1.2 1.0 0.7 0.5 1.5 1.3 0.9 0.5 0.3 1.7 1.3 0.9 0.5 0.2 1.4 1.2 0.8 0.4 0.2 1.0 1.0 0.8 0.4 0.2 0.8 0.8 0.7 0.5 0.2 0.6 0.7 0.6 0.4 0.2 0.6 0.7 0.6 0.4 0.2 0.7 0.8 0.7 0.5 0.2 0.9 0.9 0.8 0.5 0.2 1.2 1.1 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.2 1.2 0.8 0.4 0.2 0.9 0.9 0.8 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.9 1.0 0.8 0.5 0.2 1.3 1.2 0.9 0.5 0.2 1.6 1.4 0.9 0.5 0.2 1.5 1.3 0.9 0.5 0.2 1.1 1.1 0.9 0.5 0.2 0.8 0.9 0.8 0.5 0.2 0.6 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.3 0.6 0.7 0.7 0.5 0.2 0.7 0.9 0.7 0.5 0.2 1.0 1.1 0.8 0.5 0.2 1.4 1.3 0.9 0.5 0.2 1.6 1.3 0.9 0.5 0.2 1.4 1.3 0.8 0.5 0.3 0.7 1.1 1.6 2.0 1.9 1.6 1.4 0.5 1.1 1.1 1.0 0.8 0.8 0.9 0.5 0.7 1.1 1.5 1.6 1.3 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.7 1.8 1.8 1.7 1.5 1.5 0.9 0.8 0.8 1.1 1.2 1.2 1.2 1.4 1.6 1.6 1.3 1.0 0.8 0.7 0.8 0.9 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.5 1.8 1.9 1.8 1.8 2.0 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.7 0.6 0.5 0.7 0.9 1.2 1.3 1.0 0.8 0.6 0.6 0.6 0.8 1.2 1.5 1.7 1.5 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.6 1.0 1.8 2.1 2.1 2.1 2.2 0.2 0.2 0.3 0.4 0.5 0.8 1.0 1.0 0.8 0.6 0.5 0.5 0.6 0.9 1.2 1.4 1.2 0.9 0.7 0.6 0.7 1.0 1.3 1.8 2.2 2.1 1.6 1.3 1.0 0.8 0.8 1.0 1.2 1.5 1.5 1.3 1.1 0.9 0.8 0.8 0.9 1.1 1.3 1.3 1.3 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 1.1 2.1 2.2 2.2 2.4 2.0 0.7 0.6 0.6 0.6 0.7 0.9 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.4 0.6 0.8 1.2 1.5 1.3 1.0 0.7 0.5 0.5 0.5 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.8 0.8 0.9 1.1 1.4 1.5 1.4 1.1 0.9 0.8 0.9 1.0 1.2 1.5 1.3 1.6 1.4 1.2 1.0 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 1.3 2.1 2.2 2.0 1.7 1.6 1.7 1.4 1.2 1.1 1.3 1.5 1.7 1.5 1.1 0.8 0.6 0.5 0.5 0.6 0.8 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.8 1.7 1.9 1.7 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 1.7 1.7 1.4 1.0 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 1.7 1.6 1.2 0.8 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 1.4 1.5 1.1 0.7 0.2 0.2 0.2 1.0 1.2 1.0 0.7 0.7 1.1 1.0 0.7 0.6 1.1 1.0 0.8 0.7 1.2 1.1 0.8 0.4 0.8 1.5 1.3 0.9 0.5 0.8 1.7 1.4 0.9 0.6 0.7 1.5 1.4 1.0 0.7 1.2 1.4 1.2 0.8 1.2 1.6 1.3 0.9 0.9 1.7 1.7 1.3 0.9 0.3 0.6 1.5 1.8 1.5 1.1 0.7 0.2 0.3 0.5 0.7 1.2 1.5 1.3 1.0 0.7 0.7 1.0 1.5 1.4 1.1 0.8 0.4 0.6 0.9 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.3 1.4 1.3 1.0 0.8 0.9 1.1 1.2 1.1 0.8 0.6 0.9 1.2 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.6 1.4 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.9 1.0 0.8 0.7 1.0 1.3 1.1 0.9 0.7 0.6 0.6 0.7 1.0 1.3 1.6 1.5 1.3 1.0 0.9 0.8 0.9 1.0 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.6 0.7 0.7 1.1 1.3 1.2 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.4 1.5 1.4 1.1 0.9 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.7 1.0 1.3 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.4 1.5 1.4 1.1 0.8 0.7 0.6 0.7 0.8 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.6 0.5 0.6 0.8 1.2 1.3 1.1 0.8 0.7 0.6 0.6 0.8 1.2 1.6 1.6 1.2 0.9 0.6 0.5 0.5 0.6 0.8 1.0 1.4 1.5 1.4 1.2 0.9 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.6 0.9 1.2 1.2 0.9 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.4 1.7 1.5 1.2 1.0 0.9 1.1 1.3 1.6 1.6 1.4 1.1 0.9 0.8 0.9 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 1.2 1.4 1.4 1.1 0.9 0.7 0.6 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.9 1.0 1.0 0.9 0.8 0.6 0.6 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.4 0.5 0.8 1.3 1.8 1.9 1.6 0.8 1.0 0.9 0.8 0.7 0.8 1.0 1.3 1.6 1.6 1.5 1.2 0.3 0.5 0.8 1.2 1.6 1.6 1.3 1.0 0.9 0.8 0.9 1.1 1.2 1.3 1.2 1.1 0.8 0.8 0.7 0.6 0.6 0.8 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.9 1.1 1.1 1.0 0.7 0.4 0.7 1.1 1.6 1.7 1.3 1.0 0.9 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.5 1.0 1.3 1.1 0.8 0.5 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.4 1.2 1.0 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 1.6 1.5 1.1 0.7 1.2 1.5 1.4 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.6 0.5 0.5 0.4 1.5 1.7 1.3 0.9 1.4 2.1 1.9 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.4 0.3 0.3 0.9 1.6 1.4 1.0 0.6 1.2 1.7 2.0 1.9 1.8 1.7 1.4 1.1 0.8 0.5 0.3 0.7 1.2 1.3 1.0 0.6 1.2 1.3 1.5 1.7 1.8 1.8 1.7 1.6 1.0 0.8 1.2 1.2 0.9 0.5 1.2 1.3 1.4 1.4 1.6 1.6 1.1 1.4 1.1 0.8 0.4 1.1 1.2 1.2 1.2 1.2 1.4 1.2 1.5 1.0 0.7 0.4 0.9 1.1 1.2 1.2 1.2 1.3 1.0 1.3 1.0 0.6 0.4 0.8 1.0 1.2 1.2 1.2 0.7 1.0 0.9 0.7 0.4 0.7 1.1 1.2 1.2 1.3 0.5 0.9 0.9 0.8 0.5 0.8 1.2 1.3 1.3 1.3 0.7 1.1 1.1 0.9 0.6 1.0 1.5 1.4 1.3 1.3 0.7 1.5 1.5 1.2 0.9 0.6 1.2 1.7 1.5 1.3 1.2 1.4 1.4 1.2 0.9 0.6 0.5 0.4 0.5 0.6 0.8 1.0 1.0 0.8 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.5 0.8 1.6 1.8 1.5 1.2 0.9 1.2 1.8 1.5 1.3 1.1 1.2 1.3 1.5 1.7 1.9 1.9 1.6 1.2 0.9 0.8 0.9 1.1 1.5 1.8 1.8 1.5 1.4 1.4 1.6 1.8 1.6 1.2 0.9 1.0 1.3 1.6 1.5 1.3 1.1 0.9 1.1 1.6 1.5 1.2 1.0 1.0 1.1 1.2 1.3 1.5 1.4 1.3 1.1 0.9 0.9 0.9 1.1 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.1 1.0 1.1 1.2 1.3 1.2 1.0 0.8 1.0 1.4 1.4 1.2 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.8 0.7 1.1 1.4 1.4 1.2 0.8 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.6 1.4 1.5 1.5 1.2 0.8 0.4 1.8 2.1 1.7 1.2 0.7 1.2 2.3 1.9 1.3 0.8 2.3 2.6 2.0 1.3 0.7 2.4 2.7 2.0 1.3 0.6 1.6 2.5 1.8 1.1 0.6 1.8 2.1 1.5 0.9 0.5 1.3 1.5 1.2 0.8 0.4 0.9 1.0 0.8 0.6 0.3 0.6 0.7 0.6 0.4 0.3 1.3 1.5 1.0 1.1 1.5 1.1 0.7 1.2 1.1 0.8 0.9 0.8 0.6 0.8 0.8 0.5 0.8 0.8 0.4 0.9 0.9 1.0 1.1 0.9 1.3 1.4 1.1 1.2 1.6 1.2 0.8 1.4 1.3 1.1 1.2 0.7 0.5 0.3 0.3 0.3 0.2 0.6 1.0 1.2 1.0 0.8 0.5 0.4 0.4 0.5 0.8 1.2 1.5 1.5 1.2 0.8 0.6 0.4 1.0 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.1 1.0 0.8 0.7 0.5 1.4 1.0 0.8 0.7 0.7 0.8 0.8 0.7 0.8 0.7 0.8 0.9 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.7 0.9 1.2 1.4 1.5 1.2 0.9 0.6 0.4 0.3 0.4 0.4 0.5 0.6 0.9 1.1 1.2 0.9 0.6 0.4 0.2 0.2 1.3 1.2 1.0 1.0 1.1 1.2 1.5 1.5 1.3 1.6 1.2 1.2 1.3 1.4 1.1 1.4 1.1 1.0 1.1 1.4 0.9 1.2 1.1 1.0 1.0 1.1 1.1 1.3 1.4 1.6 1.7 1.6 1.5 1.2 1.1 1.3 1.4 1.3 1.4 1.1 1.0 1.1 1.5 1.4 1.4 1.2 0.8 1.0 1.2 1.4 1.6 1.6 1.6 1.5 1.3 1.1 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.9 1.0 1.2 1.3 1.2 1.1 0.8 1.0 1.3 1.8 1.8 1.9 1.5 1.2 1.0 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.9 1.1 1.1 1.1 1.0 1.2 1.4 1.7 1.0 1.7 1.4 1.0 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.4 1.6 1.9 1.8 1.7 1.2 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.6 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.6 1.3 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.2 2.0 2.0 1.9 1.7 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.7 1.1 1.3 2.0 1.6 1.6 1.6 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 1.8 1.8 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 1.4 1.5 1.4 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 1.0 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.7 0.9 1.0 1.0 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.7 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.4 0.5 0.6 0.7 0.7 0.4 0.7 1.0 1.4 1.4 1.5 1.2 1.0 1.0 1.0 1.0 1.0 0.8 0.6 0.4 0.2 0.2 0.3 0.4 0.7 1.0 1.1 1.1 0.5 0.8 1.1 1.4 1.1 1.5 1.3 1.1 1.1 1.4 1.3 1.3 1.1 0.7 0.4 0.2 0.2 0.3 0.5 0.8 1.3 1.3 1.3 0.7 0.9 1.2 1.5 1.6 1.5 1.3 1.1 1.1 1.5 0.9 1.2 1.2 0.7 0.4 0.3 0.2 0.3 0.5 0.8 1.3 1.1 1.2 0.9 1.1 1.2 1.3 1.2 1.1 1.1 1.0 1.1 1.4 1.4 1.3 1.1 0.7 0.5 0.3 0.2 0.3 0.5 0.7 1.1 1.3 1.3 1.1 1.4 1.3 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.3 0.4 0.6 0.7 0.8 0.8 1.5 1.5 1.6 1.2 0.9 0.7 0.7 0.8 0.9 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.5 1.4 0.5 1.4 1.0 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.4 1.4 1.4 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.3 1.2 1.1 0.8 0.6 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.0 1.1 1.0 0.8 0.7 0.5 0.5 0.6 0.9 1.3 1.5 1.5 1.4 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.9 1.0 0.9 0.8 0.7 0.6 0.6 0.7 1.0 1.5 1.4 1.5 1.6 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.7 0.8 1.1 1.6 1.8 1.8 1.7 1.3 1.0 0.9 0.7 0.7 0.8 0.9 1.2 1.3 1.2 1.0 1.2 1.0 0.9 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.7 1.6 1.5 1.3 1.2 1.0 1.0 1.0 1.1 1.4 1.2 1.3 1.4 1.4 1.4 1.0 0.7 0.7 0.8 1.1 1.4 1.7 1.7 1.7 1.6 1.6 1.7 1.5 1.5 1.2 1.0 1.1 1.4 1.3 1.3 1.3 0.4 1.3 1.0 0.7 0.7 0.8 1.1 1.6 1.7 1.8 1.6 1.5 1.6 1.6 0.8 1.4 1.2 1.1 1.1 1.2 1.2 1.2 1.4 1.3 1.4 0.9 0.7 0.7 0.8 1.1 1.4 1.1 1.6 1.5 1.3 1.5 1.7 1.6 1.6 1.2 1.0 0.9 0.8 0.8 0.8 0.7 0.7 1.1 1.0 1.3 1.3 0.9 1.2 1.3 1.3 0.9 0.9 0.7 0.7 0.7 0.7 0.8 0.7 1.1 1.0 1.3 1.3 0.8 1.3 1.3 1.3 1.0 0.9 0.7 0.7 0.7 0.6 0.7 0.7 0.9 0.9 1.3 1.3 0.9 1.2 1.3 1.3 1.1 1.0 0.8 0.8 0.8 0.7 0.8 0.8 1.0 1.0 1.3 1.3 0.9 1.3 1.4 1.4 0.8 1.7 1.7 1.8 1.5 1.3 1.4 1.0 0.9 1.0 1.4 1.3 1.5 1.8 1.6 1.8 1.6 1.7 1.6 1.5 1.3 1.0 0.9 1.0 1.3 1.5 1.7 1.9 1.3 1.3 1.4 1.4 1.4 1.2 1.0 0.9 0.8 0.9 1.0 1.3 1.5 1.6 1.4 1.3 1.4 1.3 1.3 1.3 1.1 1.2 1.3 1.1 1.3 1.5 1.0 1.5 1.4 1.0 1.5 1.2 1.0 1.5 1.7 1.0 1.3 1.5 1.0 1.3 1.6 1.0 1.5 1.6 0.9 1.4 1.0 0.8 1.3 1.3 0.8 1.0 1.1 0.9 0.9 0.9 1.1 1.0 0.9 1.4 1.3 1.3 1.8 1.6 1.5 1.0 1.5 1.5 1.0 1.5 1.6 1.4 1.0 1.3 1.4 1.2 1.0 1.3 1.4 1.4 1.2 0.9 1.6 1.6 1.6 1.2 0.9 1.5 0.7 1.4 1.2 0.8 1.5 1.5 1.3 1.0 1.3 0.6 1.3 1.0 0.6 1.5 1.5 1.5 1.1 0.7 1.3 1.5 1.3 1.0 0.7 1.3 1.4 1.2 1.0 0.7 1.5 1.3 1.0 0.7 1.6 1.5 1.0 0.7 1.0 1.5 1.1 0.7 1.6 1.6 1.2 0.8 1.5 1.4 1.3 1.0 1.4 1.5 1.5 1.2 1.5 1.6 1.5 1.4 1.3 1.3 1.2 1.4 1.4 1.4 1.3 1.1 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.4 1.3 1.1 1.3 1.4 1.3 1.4 1.3 1.5 1.4 1.2 1.3 1.2 1.2 1.3 1.2 1.5 1.5 1.3 1.3 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.2 0.9 1.1 1.0 0.9 0.9 1.0 1.2 1.6 1.4 1.4 1.5 1.3 1.1 1.1 1.2 1.5 1.8 1.3 1.1 1.6 1.5 1.4 1.4 1.5 1.7 2.0 1.5 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.0 1.2 1.4 1.7 1.9 1.9 2.0 1.6 0.7 0.9 1.1 1.5 1.7 1.2 1.7 1.4 0.5 0.7 0.9 1.3 1.6 1.5 1.5 1.1 0.4 0.7 0.9 1.0 1.1 0.9 0.8 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.3 0.4 0.3 0.5 0.4 0.6 0.6 0.9 0.8 1.3 1.2 1.3 1.3 1.0 1.1 0.9 0.7 0.6 0.4 0.4 C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' C @ 27' C @ 27' DETENTION BASIN MULTI-USE LAWN 122 123 124 125 126 127 128 129 130 131 65 64 63 62 61 60 59 58 132 66 35 27 23 39 31
43 51
55 56 57
53 52 48 49
44 45 41 40 36 37 32 33 29 28
24 25 22
26 30
34 38 42
46 50 54
2 5
8 11
14 17 134 133
16 13 10
7 4
1 3
6 9 12
15 18 135
47 20
19 21
68 69 70
71 72 73 74
75 83 102 99 98 97 96 95 94 86
85 88 89
90 91 107 109 106 103 112 113 114 115 116 117 118 119 120 121 67 78
77 76 79 80
81 82 84 101 100
87 92 93 104 105 108 110 111
*
*
*
* 136 137 138 139 140 141 142 145 144 143 146 147148149150151152153154155156 157 158 159 162 163 164 165 166 160 161 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 15' PUE, TYP. PEDESTRIAN PATH CONNECTION WALKING PATH PEDESTRIAN PATH OVERHEAD UTILITY LINES OVERHEAD UTILITY LINES TRAIL NODE, CONNECT TO EXISTING PATH 12.5 PUE 30' PUE30' PUE PICNIC AREA PEDESTRIAN PATH 12.5' PUE TRAIL NODE PICNIC AREA PICNIC AREA & PLAY NODE

KILGORE RD CRAWFORD DR STREET A

STREET B

STREET C

FOLSOM SOUTH CANAL

INTERNATIONAL DR

LOOP STREET

KILGORE RD RESIDENTIAL INTERNATIONAL DR

FOLSOM SOUTH CANAL EXISTING OFFICE BUILDING

STONE CREEK BIKE TRAIL

SUNRISE BLVD

FOLSOM SOUTH CANAL RECREATION TRAIL

FOLSOM SOUTH CANAL RECREATION TRAIL EXISTING OFFICE BUILDING EXISTING OFFICE BUILDING ALLEY 1 ALLEY 2 ALLEY 3 ALLEY 4
ALLEY 5 ALLEY 6 ALLEY 7 ALLEY 8 PEDESTRIAN PATH CONNECTION DETENTION BASIN NO VEHICLE INGRESS OR EGRESS NO VEHICLE INGRESS OR EGRESS 12.5' ELECTRICAL EASEMENT TYP. 12.5' PUE, TYP.

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK FUTURE COMMERCIAL PROPERTY
ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 232 of 456 ends

ELECTRICAL PHOTOMETRIC SITE PLAN - PARTIAL C
2 SCALE 1/32" = 1'-0" NOT USED
1 SCALE N.T.S. EP1.2

ELECTRICAL PHOTOMETRIC
SITE PLAN - PARTIAL C GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

STREET B

STREET C
ALLEY 8

LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK 0.6 1.0 0.9 0.6 0.3 0.8 1.4 1.1 0.7 0.3 0.9 1.6 1.2 0.7 0.3 0.9 1.4 1.2 0.7 0.3 0.6 1.1 1.0 0.7 0.4 0.5 0.9 0.9 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.4 0.8 0.9 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.7 1.3 1.1 0.8 0.4 0.9 1.6 1.2 0.8 0.4 1.0 1.6 1.2 0.8 0.4 0.7 1.3 1.1 0.8 0.4 0.5 1.0 0.9 0.7 0.4 0.4 0.7 0.8 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.4 0.8 0.8 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.8 1.4 1.2 0.8 0.4 0.9 1.6 1.2 0.8 0.4 0.8 1.5 1.2 0.8 0.4 0.6 1.1 1.0 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.5 0.6 0.6 0.4 0.6 0.7 0.6 0.4 0.7 0.8 0.7 0.4 1.0 1.0 0.8 0.5 1.4 1.3 0.9 0.6 1.7 1.4 1.1 0.7 1.7 1.5 1.2 1.0 1.3 1.4 1.3 1.2 1.0 1.3 1.3 1.4 0.8 1.1 1.3 1.5 0.7 1.0 1.2 1.4 1.6 0.8 1.0 1.1 1.1 1.1 1.0 1.1 1.1 0.9 0.8 1.2 1.2 1.0 0.7 0.5 1.5 1.3 0.9 0.5 0.3 1.7 1.3 0.9 0.5 0.2 1.4 1.2 0.8 0.4 0.2 1.0 1.0 0.8 0.4 0.2 0.8 0.8 0.7 0.5 0.2 0.6 0.7 0.6 0.4 0.2 0.6 0.7 0.6 0.4 0.2 0.7 0.8 0.7 0.5 0.2 0.9 0.9 0.8 0.5 0.2 1.2 1.1 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.2 1.2 0.8 0.4 0.2 0.9 0.9 0.8 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.9 1.0 0.8 0.5 0.2 1.3 1.2 0.9 0.5 0.2 1.6 1.4 0.9 0.5 0.2 1.5 1.3 0.9 0.5 0.2 1.1 1.1 0.9 0.5 0.2 0.8 0.9 0.8 0.5 0.2 0.6 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.3 0.6 0.7 0.7 0.5 0.2 0.7 0.9 0.7 0.5 0.2 1.0 1.1 0.8 0.5 0.2 1.4 1.3 0.9 0.5 0.2 1.6 1.3 0.9 0.5 0.2 1.4 1.3 0.8 0.5 0.3 0.7 1.1 1.6 2.0 1.9 1.6 1.4 0.5 1.1 1.1 1.0 0.8 0.8 0.9 0.5 0.7 1.1 1.5 1.6 1.3 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.7 1.8 1.8 1.7 1.5 1.5 0.9 0.8 0.8 1.1 1.2 1.2 1.2 1.4 1.6 1.6 1.3 1.0 0.8 0.7 0.8 0.9 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.5 1.8 1.9 1.8 1.8 2.0 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.7 0.6 0.5 0.7 0.9 1.2 1.3 1.0 0.8 0.6 0.6 0.6 0.8 1.2 1.5 1.7 1.5 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.6 1.0 1.8 2.1 2.1 2.1 2.2 0.2 0.2 0.3 0.4 0.5 0.8 1.0 1.0 0.8 0.6 0.5 0.5 0.6 0.9 1.2 1.4 1.2 0.9 0.7 0.6 0.7 1.0 1.3 1.8 2.2 2.1 1.6 1.3 1.0 0.8 0.8 1.0 1.2 1.5 1.5 1.3 1.1 0.9 0.8 0.8 0.9 1.1 1.3 1.3 1.3 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 1.1 2.1 2.2 2.2 2.4 2.0 0.7 0.6 0.6 0.6 0.7 0.9 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.4 0.6 0.8 1.2 1.5 1.3 1.0 0.7 0.5 0.5 0.5 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.8 0.8 0.9 1.1 1.4 1.5 1.4 1.1 0.9 0.8 0.9 1.0 1.2 1.5 1.3 1.6 1.4 1.2 1.0 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 1.3 2.1 2.2 2.0 1.7 1.6 1.7 1.4 1.2 1.1 1.3 1.5 1.7 1.5 1.1 0.8 0.6 0.5 0.5 0.6 0.8 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.8 1.7 1.9 1.7 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 1.7 1.7 1.4 1.0 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 1.7 1.6 1.2 0.8 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 1.4 1.5 1.1 0.7 0.2 0.2 0.2 1.0 1.2 1.0 0.7 0.7 1.1 1.0 0.7 0.6 1.1 1.0 0.8 0.7 1.2 1.1 0.8 0.4 0.8 1.5 1.3 0.9 0.5 0.8 1.7 1.4 0.9 0.6 0.7 1.5 1.4 1.0 0.7 1.2 1.4 1.2 0.8 1.2 1.6 1.3 0.9 0.9 1.7 1.7 1.3 0.9 0.3 0.6 1.5 1.8 1.5 1.1 0.7 0.2 0.3 0.5 0.7 1.2 1.5 1.3 1.0 0.7 0.7 1.0 1.5 1.4 1.1 0.8 0.4 0.6 0.9 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.3 1.4 1.3 1.0 0.8 0.9 1.1 1.2 1.1 0.8 0.6 0.9 1.2 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.6 1.4 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.9 1.0 0.8 0.7 1.0 1.3 1.1 0.9 0.7 0.6 0.6 0.7 1.0 1.3 1.6 1.5 1.3 1.0 0.9 0.8 0.9 1.0 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.6 0.7 0.7 1.1 1.3 1.2 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.4 1.5 1.4 1.1 0.9 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.7 1.0 1.3 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.4 1.5 1.4 1.1 0.8 0.7 0.6 0.7 0.8 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.6 0.5 0.6 0.8 1.2 1.3 1.1 0.8 0.7 0.6 0.6 0.8 1.2 1.6 1.6 1.2 0.9 0.6 0.5 0.5 0.6 0.8 1.0 1.4 1.5 1.4 1.2 0.9 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.6 0.9 1.2 1.2 0.9 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.4 1.7 1.5 1.2 1.0 0.9 1.1 1.3 1.6 1.6 1.4 1.1 0.9 0.8 0.9 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 1.2 1.4 1.4 1.1 0.9 0.7 0.6 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.9 1.0 1.0 0.9 0.8 0.6 0.6 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.4 0.5 0.8 1.3 1.8 1.9 1.6 0.8 1.0 0.9 0.8 0.7 0.8 1.0 1.3 1.6 1.6 1.5 1.2 0.3 0.5 0.8 1.2 1.6 1.6 1.3 1.0 0.9 0.8 0.9 1.1 1.2 1.3 1.2 1.1 0.8 0.8 0.7 0.6 0.6 0.8 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.9 1.1 1.1 1.0 0.7 0.4 0.7 1.1 1.6 1.7 1.3 1.0 0.9 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.5 1.0 1.3 1.1 0.8 0.5 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.4 1.2 1.0 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 1.6 1.5 1.1 0.7 1.2 1.5 1.4 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.6 0.5 0.5 0.4 1.5 1.7 1.3 0.9 1.4 2.1 1.9 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.4 0.3 0.3 0.9 1.6 1.4 1.0 0.6 1.2 1.7 2.0 1.9 1.8 1.7 1.4 1.1 0.8 0.5 0.3 0.7 1.2 1.3 1.0 0.6 1.2 1.3 1.5 1.7 1.8 1.8 1.7 1.6 1.0 0.8 1.2 1.2 0.9 0.5 1.2 1.3 1.4 1.4 1.6 1.6 1.1 1.4 1.1 0.8 0.4 1.1 1.2 1.2 1.2 1.2 1.4 1.2 1.5 1.0 0.7 0.4 0.9 1.1 1.2 1.2 1.2 1.3 1.0 1.3 1.0 0.6 0.4 0.8 1.0 1.2 1.2 1.2 0.7 1.0 0.9 0.7 0.4 0.7 1.1 1.2 1.2 1.3 0.5 0.9 0.9 0.8 0.5 0.8 1.2 1.3 1.3 1.3 0.7 1.1 1.1 0.9 0.6 1.0 1.5 1.4 1.3 1.3 0.7 1.5 1.5 1.2 0.9 0.6 1.2 1.7 1.5 1.3 1.2 1.4 1.4 1.2 0.9 0.6 0.5 0.4 0.5 0.6 0.8 1.0 1.0 0.8 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.5 0.8 1.6 1.8 1.5 1.2 0.9 1.2 1.8 1.5 1.3 1.1 1.2 1.3 1.5 1.7 1.9 1.9 1.6 1.2 0.9 0.8 0.9 1.1 1.5 1.8 1.8 1.5 1.4 1.4 1.6 1.8 1.6 1.2 0.9 1.0 1.3 1.6 1.5 1.3 1.1 0.9 1.1 1.6 1.5 1.2 1.0 1.0 1.1 1.2 1.3 1.5 1.4 1.3 1.1 0.9 0.9 0.9 1.1 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.1 1.0 1.1 1.2 1.3 1.2 1.0 0.8 1.0 1.4 1.4 1.2 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.8 0.7 1.1 1.4 1.4 1.2 0.8 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.6 1.4 1.5 1.5 1.2 0.8 0.4 1.8 2.1 1.7 1.2 0.7 1.2 2.3 1.9 1.3 0.8 2.3 2.6 2.0 1.3 0.7 2.4 2.7 2.0 1.3 0.6 1.6 2.5 1.8 1.1 0.6 1.8 2.1 1.5 0.9 0.5 1.3 1.5 1.2 0.8 0.4 0.9 1.0 0.8 0.6 0.3 0.6 0.7 0.6 0.4 0.3 1.3 1.5 1.0 1.1 1.5 1.1 0.7 1.2 1.1 0.8 0.9 0.8 0.6 0.8 0.8 0.5 0.8 0.8 0.4 0.9 0.9 1.0 1.1 0.9 1.3 1.4 1.1 1.2 1.6 1.2 0.8 1.4 1.3 1.1 1.2 0.7 0.5 0.3 0.3 0.3 0.2 0.6 1.0 1.2 1.0 0.8 0.5 0.4 0.4 0.5 0.8 1.2 1.5 1.5 1.2 0.8 0.6 0.4 1.0 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.1 1.0 0.8 0.7 0.5 1.4 1.0 0.8 0.7 0.7 0.8 0.8 0.7 0.8 0.7 0.8 0.9 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.7 0.9 1.2 1.4 1.5 1.2 0.9 0.6 0.4 0.3 0.4 0.4 0.5 0.6 0.9 1.1 1.2 0.9 0.6 0.4 0.2 0.2 1.3 1.2 1.0 1.0 1.1 1.2 1.5 1.5 1.3 1.6 1.2 1.2 1.3 1.4 1.1 1.4 1.1 1.0 1.1 1.4 0.9 1.2 1.1 1.0 1.0 1.1 1.1 1.3 1.4 1.6 1.7 1.6 1.5 1.2 1.1 1.3 1.4 1.3 1.4 1.1 1.0 1.1 1.5 1.4 1.4 1.2 0.8 1.0 1.2 1.4 1.6 1.6 1.6 1.5 1.3 1.1 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.9 1.0 1.2 1.3 1.2 1.1 0.8 1.0 1.3 1.8 1.8 1.9 1.5 1.2 1.0 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.9 1.1 1.1 1.1 1.0 1.2 1.4 1.7 1.0 1.7 1.4 1.0 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.4 1.6 1.9 1.8 1.7 1.2 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.6 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.6 1.3 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.2 2.0 2.0 1.9 1.7 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.7 1.1 1.3 2.0 1.6 1.6 1.6 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 1.8 1.8 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 1.4 1.5 1.4 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 1.0 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.7 0.9 1.0 1.0 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.7 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.4 0.5 0.6 0.7 0.7 0.4 0.7 1.0 1.4 1.4 1.5 1.2 1.0 1.0 1.0 1.0 1.0 0.8 0.6 0.4 0.2 0.2 0.3 0.4 0.7 1.0 1.1 1.1 0.5 0.8 1.1 1.4 1.1 1.5 1.3 1.1 1.1 1.4 1.3 1.3 1.1 0.7 0.4 0.2 0.2 0.3 0.5 0.8 1.3 1.3 1.3 0.7 0.9 1.2 1.5 1.6 1.5 1.3 1.1 1.1 1.5 0.9 1.2 1.2 0.7 0.4 0.3 0.2 0.3 0.5 0.8 1.3 1.1 1.2 0.9 1.1 1.2 1.3 1.2 1.1 1.1 1.0 1.1 1.4 1.4 1.3 1.1 0.7 0.5 0.3 0.2 0.3 0.5 0.7 1.1 1.3 1.3 1.1 1.4 1.3 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.3 0.4 0.6 0.7 0.8 0.8 1.5 1.5 1.6 1.2 0.9 0.7 0.7 0.8 0.9 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.5 1.4 0.5 1.4 1.0 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.4 1.4 1.4 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.3 1.2 1.1 0.8 0.6 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.0 1.1 1.0 0.8 0.7 0.5 0.5 0.6 0.9 1.3 1.5 1.5 1.4 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.9 1.0 0.9 0.8 0.7 0.6 0.6 0.7 1.0 1.5 1.4 1.5 1.6 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.7 0.8 1.1 1.6 1.8 1.8 1.7 1.3 1.0 0.9 0.7 0.7 0.8 0.9 1.2 1.3 1.2 1.0 1.2 1.0 0.9 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.7 1.6 1.5 1.3 1.2 1.0 1.0 1.0 1.1 1.4 1.2 1.3 1.4 1.4 1.4 1.0 0.7 0.7 0.8 1.1 1.4 1.7 1.7 1.7 1.6 1.6 1.7 1.5 1.5 1.2 1.0 1.1 1.4 1.3 1.3 1.3 0.4 1.3 1.0 0.7 0.7 0.8 1.1 1.6 1.7 1.8 1.6 1.5 1.6 1.6 0.8 1.4 1.2 1.1 1.1 1.2 1.2 1.2 1.4 1.3 1.4 0.9 0.7 0.7 0.8 1.1 1.4 1.1 1.6 1.5 1.3 1.5 1.7 1.6 1.6 1.2 1.0 0.9 0.8 0.8 0.8 0.7 0.7 1.1 1.0 1.3 1.3 0.9 1.2 1.3 1.3 0.9 0.9 0.7 0.7 0.7 0.7 0.8 0.7 1.1 1.0 1.3 1.3 0.8 1.3 1.3 1.3 1.0 0.9 0.7 0.7 0.7 0.6 0.7 0.7 0.9 0.9 1.3 1.3 0.9 1.2 1.3 1.3 1.1 1.0 0.8 0.8 0.8 0.7 0.8 0.8 1.0 1.0 1.3 1.3 0.9 1.3 1.4 1.4 0.8 1.7 1.7 1.8 1.5 1.3 1.4 1.0 0.9 1.0 1.4 1.3 1.5 1.8 1.6 1.8 1.6 1.7 1.6 1.5 1.3 1.0 0.9 1.0 1.3 1.5 1.7 1.9 1.3 1.3 1.4 1.4 1.4 1.2 1.0 0.9 0.8 0.9 1.0 1.3 1.5 1.6 1.4 1.3 1.4 1.3 1.3 1.3 1.1 1.2 1.3 1.1 1.3 1.5 1.0 1.5 1.4 1.0 1.5 1.2 1.0 1.5 1.7 1.0 1.3 1.5 1.0 1.3 1.6 1.0 1.5 1.6 0.9 1.4 1.0 0.8 1.3 1.3 0.8 1.0 1.1 0.9 0.9 0.9 1.1 1.0 0.9 1.4 1.3 1.3 1.8 1.6 1.5 1.0 1.5 1.5 1.0 1.5 1.6 1.4 1.0 1.3 1.4 1.2 1.0 1.3 1.4 1.4 1.2 0.9 1.6 1.6 1.6 1.2 0.9 1.5 0.7 1.4 1.2 0.8 1.5 1.5 1.3 1.0 1.3 0.6 1.3 1.0 0.6 1.5 1.5 1.5 1.1 0.7 1.3 1.5 1.3 1.0 0.7 1.3 1.4 1.2 1.0 0.7 1.5 1.3 1.0 0.7 1.6 1.5 1.0 0.7 1.0 1.5 1.1 0.7 1.6 1.6 1.2 0.8 1.5 1.4 1.3 1.0 1.4 1.5 1.5 1.2 1.5 1.6 1.5 1.4 1.3 1.3 1.2 1.4 1.4 1.4 1.3 1.1 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.4 1.3 1.1 1.3 1.4 1.3 1.4 1.3 1.5 1.4 1.2 1.3 1.2 1.2 1.3 1.2 1.5 1.5 1.3 1.3 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.2 0.9 1.1 1.0 0.9 0.9 1.0 1.2 1.6 1.4 1.4 1.5 1.3 1.1 1.1 1.2 1.5 1.8 1.3 1.1 1.6 1.5 1.4 1.4 1.5 1.7 2.0 1.5 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.0 1.2 1.4 1.7 1.9 1.9 2.0 1.6 0.7 0.9 1.1 1.5 1.7 1.2 1.7 1.4 0.5 0.7 0.9 1.3 1.6 1.5 1.5 1.1 0.4 0.7 0.9 1.0 1.1 0.9 0.8 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.3 0.4 0.3 0.5 0.4 0.6 0.6 0.9 0.8 1.3 1.2 1.3 1.3 1.0 1.1 0.9 0.7 0.6 0.4 0.4 C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' C @ 27' C @ 27' DETENTION BASIN MULTI-USE LAWN 122 123 124 125 126 127 128 129 130 131 65 64 63 62 61 60 59 58 132 66 35 27 23 39 31
43 51
55 56 57
53 52 48 49
44 45 41 40 36 37 32 33 29 28
24 25 22
26 30
34 38 42
46 50 54
2 5
8 11
14 17 134 133
16 13 10
7 4
1 3
6 9 12
15 18 135
47 20
19 21
68 69 70
71 72 73 74
75 83 102 99 98 97 96 95 94 86
85 88 89
90 91 107 109 106 103 112 113 114 115 116 117 118 119 120 121 67 78
77 76 79 80
81 82 84 101 100
87 92 93 104 105 108 110 111
*
*
*
* 136 137 138 139 140 141 142 145 144 143 146 147148149150151152153154155156 157 158 159 162 163 164 165 166 160 161 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 15' PUE, TYP. PEDESTRIAN PATH CONNECTION WALKING PATH PEDESTRIAN PATH OVERHEAD UTILITY LINES OVERHEAD UTILITY LINES TRAIL NODE, CONNECT TO EXISTING PATH 12.5 PUE 30' PUE30' PUE PICNIC AREA PEDESTRIAN PATH 12.5' PUE TRAIL NODE PICNIC AREA PICNIC AREA & PLAY NODE

KILGORE RD CRAWFORD DR STREET A

STREET B

STREET C

FOLSOM SOUTH CANAL

INTERNATIONAL DR

LOOP STREET

KILGORE RD RESIDENTIAL INTERNATIONAL DR

FOLSOM SOUTH CANAL EXISTING OFFICE BUILDING

STONE CREEK BIKE TRAIL

SUNRISE BLVD

FOLSOM SOUTH CANAL RECREATION TRAIL

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK FUTURE COMMERCIAL PROPERTY
ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 233 of 456 ends

ELECTRICAL PHOTOMETRIC SITE PLAN - PARTIAL D 2 SCALE 1/32" = 1'-0" NOT USED 1 SCALE N.T.S. EP1.3

ELECTRICAL PHOTOMETRIC
SITE PLAN - PARTIAL D GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

CAPITAL VILLAGE RESIDENCES
RANCHO CORDOVA ENGINEERING 400 N. McCarthy Blvd., Suite 250 [email protected] | Copyright c 2025 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 KP KEYED PLAN 3 SCALE N.T.S. 1.3 0.6 1.3 1.0 0.6 1.5 1.5 1.5 1.1 0.7 1.3 1.5 1.3 1.0 0.7 1.3 1.4 1.2 1.0 0.7 1.5 1.3 1.0 0.7 1.6 1.5 1.0 0.7 1.0 1.5 1.1 0.7 1.6 1.6 1.2 0.8 1.5 1.4 1.3 1.0 1.4 1.5 1.5 1.2 1.5 1.6 1.5 1.4 A @ 16' A @ 16' PEDESTRIAN PATH CONNECTION PEDESTRIAN PATH CRAWFORD DR EXISTING OFFICE BUILDING ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 8 12.5' PUE, TYP. 0.6 1.0 0.9 0.6 0.3 0.8 1.4 1.1 0.7 0.3 0.9 1.6 1.2 0.7 0.3 0.9 1.4 1.2 0.7 0.3 0.6 1.1 1.0 0.7 0.4 0.5 0.9 0.9 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.4 0.8 0.9 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.7 1.3 1.1 0.8 0.4 0.9 1.6 1.2 0.8 0.4 1.0 1.6 1.2 0.8 0.4 0.7 1.3 1.1 0.8 0.4 0.5 1.0 0.9 0.7 0.4 0.4 0.7 0.8 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.6 0.7 0.6 0.4 0.4 0.8 0.8 0.7 0.4 0.6 1.0 1.0 0.7 0.4 0.8 1.4 1.2 0.8 0.4 0.9 1.6 1.2 0.8 0.4 0.8 1.5 1.2 0.8 0.4 0.6 1.1 1.0 0.7 0.4 0.4 0.8 0.8 0.7 0.4 0.3 0.6 0.7 0.6 0.4 0.3 0.5 0.6 0.6 0.4 0.6 0.7 0.6 0.4 0.7 0.8 0.7 0.4 1.0 1.0 0.8 0.5 1.4 1.3 0.9 0.6 1.7 1.4 1.1 0.7 1.7 1.5 1.2 1.0 1.3 1.4 1.3 1.2 1.0 1.3 1.3 1.4 0.8 1.1 1.3 1.5 0.7 1.0 1.2 1.4 1.6 0.8 1.0 1.1 1.1 1.1 1.0 1.1 1.1 0.9 0.8 1.2 1.2 1.0 0.7 0.5 1.5 1.3 0.9 0.5 0.3 1.7 1.3 0.9 0.5 0.2 1.4 1.2 0.8 0.4 0.2 1.0 1.0 0.8 0.4 0.2 0.8 0.8 0.7 0.5 0.2 0.6 0.7 0.6 0.4 0.2 0.6 0.7 0.6 0.4 0.2 0.7 0.8 0.7 0.5 0.2 0.9 0.9 0.8 0.5 0.2 1.2 1.1 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.6 1.3 0.8 0.4 0.2 1.2 1.2 0.8 0.4 0.2 0.9 0.9 0.8 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.5 0.7 0.6 0.5 0.2 0.7 0.8 0.7 0.5 0.2 0.9 1.0 0.8 0.5 0.2 1.3 1.2 0.9 0.5 0.2 1.6 1.4 0.9 0.5 0.2 1.5 1.3 0.9 0.5 0.2 1.1 1.1 0.9 0.5 0.2 0.8 0.9 0.8 0.5 0.2 0.6 0.8 0.7 0.5 0.2 0.5 0.7 0.6 0.5 0.3 0.6 0.7 0.7 0.5 0.2 0.7 0.9 0.7 0.5 0.2 1.0 1.1 0.8 0.5 0.2 1.4 1.3 0.9 0.5 0.2 1.6 1.3 0.9 0.5 0.2 1.4 1.3 0.8 0.5 0.3 0.7 1.1 1.6 2.0 1.9 1.6 1.4 0.5 1.1 1.1 1.0 0.8 0.8 0.9 0.5 0.7 1.1 1.5 1.6 1.3 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.7 1.8 1.8 1.7 1.5 1.5 0.9 0.8 0.8 1.1 1.2 1.2 1.2 1.4 1.6 1.6 1.3 1.0 0.8 0.7 0.8 0.9 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.7 0.8 0.9 1.0 1.2 1.5 1.8 1.9 1.8 1.8 2.0 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.7 0.6 0.5 0.7 0.9 1.2 1.3 1.0 0.8 0.6 0.6 0.6 0.8 1.2 1.5 1.7 1.5 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.6 1.0 1.8 2.1 2.1 2.1 2.2 0.2 0.2 0.3 0.4 0.5 0.8 1.0 1.0 0.8 0.6 0.5 0.5 0.6 0.9 1.2 1.4 1.2 0.9 0.7 0.6 0.7 1.0 1.3 1.8 2.2 2.1 1.6 1.3 1.0 0.8 0.8 1.0 1.2 1.5 1.5 1.3 1.1 0.9 0.8 0.8 0.9 1.1 1.3 1.3 1.3 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 1.1 2.1 2.2 2.2 2.4 2.0 0.7 0.6 0.6 0.6 0.7 0.9 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.4 0.6 0.8 1.2 1.5 1.3 1.0 0.7 0.5 0.5 0.5 0.7 1.0 1.3 1.6 1.6 1.3 1.0 0.8 0.8 0.9 1.1 1.4 1.5 1.4 1.1 0.9 0.8 0.9 1.0 1.2 1.5 1.3 1.6 1.4 1.2 1.0 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 1.3 2.1 2.2 2.0 1.7 1.6 1.7 1.4 1.2 1.1 1.3 1.5 1.7 1.5 1.1 0.8 0.6 0.5 0.5 0.6 0.8 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.9 1.0 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.8 1.7 1.9 1.7 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 1.7 1.7 1.4 1.0 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 1.7 1.6 1.2 0.8 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 1.4 1.5 1.1 0.7 0.2 0.2 0.2 1.0 1.2 1.0 0.7 0.7 1.1 1.0 0.7 0.6 1.1 1.0 0.8 0.7 1.2 1.1 0.8 0.4 0.8 1.5 1.3 0.9 0.5 0.8 1.7 1.4 0.9 0.6 0.7 1.5 1.4 1.0 0.7 1.2 1.4 1.2 0.8 1.2 1.6 1.3 0.9 0.9 1.7 1.7 1.3 0.9 0.3 0.6 1.5 1.8 1.5 1.1 0.7 0.2 0.3 0.5 0.7 1.2 1.5 1.3 1.0 0.7 0.7 1.0 1.5 1.4 1.1 0.8 0.4 0.6 0.9 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.3 1.4 1.3 1.0 0.8 0.9 1.1 1.2 1.1 0.8 0.6 0.9 1.2 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.5 1.6 1.4 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.9 1.0 0.8 0.7 1.0 1.3 1.1 0.9 0.7 0.6 0.6 0.7 1.0 1.3 1.6 1.5 1.3 1.0 0.9 0.8 0.9 1.0 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.6 0.7 0.7 1.1 1.3 1.2 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.4 1.5 1.4 1.1 0.9 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.7 1.0 1.3 1.2 1.0 0.8 0.7 0.7 0.9 1.1 1.4 1.5 1.4 1.1 0.8 0.7 0.6 0.7 0.8 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.6 0.5 0.6 0.8 1.2 1.3 1.1 0.8 0.7 0.6 0.6 0.8 1.2 1.6 1.6 1.2 0.9 0.6 0.5 0.5 0.6 0.8 1.0 1.4 1.5 1.4 1.2 0.9 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.6 0.9 1.2 1.2 0.9 0.6 0.5 0.4 0.4 0.5 0.7 1.0 1.4 1.7 1.5 1.2 1.0 0.9 1.1 1.3 1.6 1.6 1.4 1.1 0.9 0.8 0.9 1.0 1.3 1.4 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 1.2 1.4 1.4 1.1 0.9 0.7 0.6 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.9 1.0 1.0 0.9 0.8 0.6 0.6 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.4 0.5 0.8 1.3 1.8 1.9 1.6 0.8 1.0 0.9 0.8 0.7 0.8 1.0 1.3 1.6 1.6 1.5 1.2 0.3 0.5 0.8 1.2 1.6 1.6 1.3 1.0 0.9 0.8 0.9 1.1 1.2 1.3 1.2 1.1 0.8 0.8 0.7 0.6 0.6 0.8 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.9 1.1 1.1 1.0 0.7 0.4 0.7 1.1 1.6 1.7 1.3 1.0 0.9 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.5 1.0 1.3 1.1 0.8 0.5 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.4 1.2 1.0 0.8 0.7 0.7 0.7 0.6 0.5 0.4 0.3 1.6 1.5 1.1 0.7 1.2 1.5 1.4 1.2 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.6 0.5 0.5 0.4 1.5 1.7 1.3 0.9 1.4 2.1 1.9 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.4 0.4 0.3 0.3 0.9 1.6 1.4 1.0 0.6 1.2 1.7 2.0 1.9 1.8 1.7 1.4 1.1 0.8 0.5 0.3 0.7 1.2 1.3 1.0 0.6 1.2 1.3 1.5 1.7 1.8 1.8 1.7 1.6 1.0 0.8 1.2 1.2 0.9 0.5 1.2 1.3 1.4 1.4 1.6 1.6 1.1 1.4 1.1 0.8 0.4 1.1 1.2 1.2 1.2 1.2 1.4 1.2 1.5 1.0 0.7 0.4 0.9 1.1 1.2 1.2 1.2 1.3 1.0 1.3 1.0 0.6 0.4 0.8 1.0 1.2 1.2 1.2 0.7 1.0 0.9 0.7 0.4 0.7 1.1 1.2 1.2 1.3 0.5 0.9 0.9 0.8 0.5 0.8 1.2 1.3 1.3 1.3 0.7 1.1 1.1 0.9 0.6 1.0 1.5 1.4 1.3 1.3 0.7 1.5 1.5 1.2 0.9 0.6 1.2 1.7 1.5 1.3 1.2 1.4 1.4 1.2 0.9 0.6 0.5 0.4 0.5 0.6 0.8 1.0 1.0 0.8 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.5 0.8 1.6 1.8 1.5 1.2 0.9 1.2 1.8 1.5 1.3 1.1 1.2 1.3 1.5 1.7 1.9 1.9 1.6 1.2 0.9 0.8 0.9 1.1 1.5 1.8 1.8 1.5 1.4 1.4 1.6 1.8 1.6 1.2 0.9 1.0 1.3 1.6 1.5 1.3 1.1 0.9 1.1 1.6 1.5 1.2 1.0 1.0 1.1 1.2 1.3 1.5 1.4 1.3 1.1 0.9 0.9 0.9 1.1 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.1 1.0 1.1 1.2 1.3 1.2 1.0 0.8 1.0 1.4 1.4 1.2 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 0.9 0.8 0.7 1.1 1.4 1.4 1.2 0.8 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.6 1.4 1.5 1.5 1.2 0.8 0.4 1.8 2.1 1.7 1.2 0.7 1.2 2.3 1.9 1.3 0.8 2.3 2.6 2.0 1.3 0.7 2.4 2.7 2.0 1.3 0.6 1.6 2.5 1.8 1.1 0.6 1.8 2.1 1.5 0.9 0.5 1.3 1.5 1.2 0.8 0.4 0.9 1.0 0.8 0.6 0.3 0.6 0.7 0.6 0.4 0.3 1.3 1.5 1.0 1.1 1.5 1.1 0.7 1.2 1.1 0.8 0.9 0.8 0.6 0.8 0.8 0.5 0.8 0.8 0.4 0.9 0.9 1.0 1.1 0.9 1.3 1.4 1.1 1.2 1.6 1.2 0.8 1.4 1.3 1.1 1.2 0.7 0.5 0.3 0.3 0.3 0.2 0.6 1.0 1.2 1.0 0.8 0.5 0.4 0.4 0.5 0.8 1.2 1.5 1.5 1.2 0.8 0.6 0.4 1.0 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.1 1.0 0.8 0.7 0.5 1.4 1.0 0.8 0.7 0.7 0.8 0.8 0.7 0.8 0.7 0.8 0.9 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.7 0.9 1.2 1.4 1.5 1.2 0.9 0.6 0.4 0.3 0.4 0.4 0.5 0.6 0.9 1.1 1.2 0.9 0.6 0.4 0.2 0.2 1.3 1.2 1.0 1.0 1.1 1.2 1.5 1.5 1.3 1.6 1.2 1.2 1.3 1.4 1.1 1.4 1.1 1.0 1.1 1.4 0.9 1.2 1.1 1.0 1.0 1.1 1.1 1.3 1.4 1.6 1.7 1.6 1.5 1.2 1.1 1.3 1.4 1.3 1.4 1.1 1.0 1.1 1.5 1.4 1.4 1.2 0.8 1.0 1.2 1.4 1.6 1.6 1.6 1.5 1.3 1.1 1.0 1.0 1.1 1.2 1.2 1.1 1.0 0.9 1.0 1.2 1.3 1.2 1.1 0.8 1.0 1.3 1.8 1.8 1.9 1.5 1.2 1.0 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.9 1.1 1.1 1.1 1.0 1.2 1.4 1.7 1.0 1.7 1.4 1.0 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.8 1.0 1.1 1.2 1.3 1.4 1.6 1.9 1.8 1.7 1.2 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.6 0.9 1.2 1.4 1.6 1.7 1.7 1.7 1.6 1.3 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.2 2.0 2.0 1.9 1.7 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.7 1.1 1.3 2.0 1.6 1.6 1.6 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 1.8 1.8 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.7 1.4 1.5 1.4 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 1.0 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.7 0.9 1.0 1.0 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.7 1.0 1.2 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.4 0.5 0.6 0.7 0.7 0.4 0.7 1.0 1.4 1.4 1.5 1.2 1.0 1.0 1.0 1.0 1.0 0.8 0.6 0.4 0.2 0.2 0.3 0.4 0.7 1.0 1.1 1.1 0.5 0.8 1.1 1.4 1.1 1.5 1.3 1.1 1.1 1.4 1.3 1.3 1.1 0.7 0.4 0.2 0.2 0.3 0.5 0.8 1.3 1.3 1.3 0.7 0.9 1.2 1.5 1.6 1.5 1.3 1.1 1.1 1.5 0.9 1.2 1.2 0.7 0.4 0.3 0.2 0.3 0.5 0.8 1.3 1.1 1.2 0.9 1.1 1.2 1.3 1.2 1.1 1.1 1.0 1.1 1.4 1.4 1.3 1.1 0.7 0.5 0.3 0.2 0.3 0.5 0.7 1.1 1.3 1.3 1.1 1.4 1.3 1.2 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.3 0.4 0.6 0.7 0.8 0.8 1.5 1.5 1.6 1.2 0.9 0.7 0.7 0.8 0.9 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.5 1.4 0.5 1.4 1.0 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.4 1.4 1.4 0.9 0.7 0.5 0.5 0.6 0.8 1.1 1.3 1.2 1.1 0.8 0.6 0.4 0.3 0.2 0.3 0.3 0.3 0.4 0.4 1.0 1.1 1.0 0.8 0.7 0.5 0.5 0.6 0.9 1.3 1.5 1.5 1.4 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.9 1.0 0.9 0.8 0.7 0.6 0.6 0.7 1.0 1.5 1.4 1.5 1.6 1.1 0.8 0.6 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.7 0.8 1.1 1.6 1.8 1.8 1.7 1.3 1.0 0.9 0.7 0.7 0.8 0.9 1.2 1.3 1.2 1.0 1.2 1.0 0.9 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.7 1.6 1.5 1.3 1.2 1.0 1.0 1.0 1.1 1.4 1.2 1.3 1.4 1.4 1.4 1.0 0.7 0.7 0.8 1.1 1.4 1.7 1.7 1.7 1.6 1.6 1.7 1.5 1.5 1.2 1.0 1.1 1.4 1.3 1.3 1.3 0.4 1.3 1.0 0.7 0.7 0.8 1.1 1.6 1.7 1.8 1.6 1.5 1.6 1.6 0.8 1.4 1.2 1.1 1.1 1.2 1.2 1.2 1.4 1.3 1.4 0.9 0.7 0.7 0.8 1.1 1.4 1.1 1.6 1.5 1.3 1.5 1.7 1.6 1.6 1.2 1.0 0.9 0.8 0.8 0.8 0.7 0.7 1.1 1.0 1.3 1.3 0.9 1.2 1.3 1.3 0.9 0.9 0.7 0.7 0.7 0.7 0.8 0.7 1.1 1.0 1.3 1.3 0.8 1.3 1.3 1.3 1.0 0.9 0.7 0.7 0.7 0.6 0.7 0.7 0.9 0.9 1.3 1.3 0.9 1.2 1.3 1.3 1.1 1.0 0.8 0.8 0.8 0.7 0.8 0.8 1.0 1.0 1.3 1.3 0.9 1.3 1.4 1.4 0.8 1.7 1.7 1.8 1.5 1.3 1.4 1.0 0.9 1.0 1.4 1.3 1.5 1.8 1.6 1.8 1.6 1.7 1.6 1.5 1.3 1.0 0.9 1.0 1.3 1.5 1.7 1.9 1.3 1.3 1.4 1.4 1.4 1.2 1.0 0.9 0.8 0.9 1.0 1.3 1.5 1.6 1.4 1.3 1.4 1.3 1.3 1.3 1.1 1.2 1.3 1.1 1.3 1.5 1.0 1.5 1.4 1.0 1.5 1.2 1.0 1.5 1.7 1.0 1.3 1.5 1.0 1.3 1.6 1.0 1.5 1.6 0.9 1.4 1.0 0.8 1.3 1.3 0.8 1.0 1.1 0.9 0.9 0.9 1.1 1.0 0.9 1.4 1.3 1.3 1.8 1.6 1.5 1.0 1.5 1.5 1.0 1.5 1.6 1.4 1.0 1.3 1.4 1.2 1.0 1.3 1.4 1.4 1.2 0.9 1.6 1.6 1.6 1.2 0.9 1.5 0.7 1.4 1.2 0.8 1.5 1.5 1.3 1.0 1.3 0.6 1.3 1.0 0.6 1.5 1.5 1.5 1.1 0.7 1.3 1.5 1.3 1.0 0.7 1.3 1.4 1.2 1.0 0.7 1.5 1.3 1.0 0.7 1.6 1.5 1.0 0.7 1.0 1.5 1.1 0.7 1.6 1.6 1.2 0.8 1.5 1.4 1.3 1.0 1.4 1.5 1.5 1.2 1.5 1.6 1.5 1.4 1.3 1.3 1.2 1.4 1.4 1.4 1.3 1.1 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.4 1.3 1.1 1.3 1.4 1.3 1.4 1.3 1.5 1.4 1.2 1.3 1.2 1.2 1.3 1.2 1.5 1.5 1.3 1.3 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.2 0.9 1.1 1.0 0.9 0.9 1.0 1.2 1.6 1.4 1.4 1.5 1.3 1.1 1.1 1.2 1.5 1.8 1.3 1.1 1.6 1.5 1.4 1.4 1.5 1.7 2.0 1.5 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.0 1.2 1.4 1.7 1.9 1.9 2.0 1.6 0.7 0.9 1.1 1.5 1.7 1.2 1.7 1.4 0.5 0.7 0.9 1.3 1.6 1.5 1.5 1.1 0.4 0.7 0.9 1.0 1.1 0.9 0.8 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.3 0.4 0.3 0.5 0.4 0.6 0.6 0.9 0.8 1.3 1.2 1.3 1.3 1.0 1.1 0.9 0.7 0.6 0.4 0.4 C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' C @ 27' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' A @ 16' C @ 27' C @ 27' DETENTION BASIN MULTI-USE LAWN 122 123 124 125 126 127 128 129 130 131 65 64 63 62 61 60 59 58 132 66 35 27 23 39 31
43 51
55 56 57
53 52 48 49
44 45 41 40 36 37 32 33 29 28
24 25 22
26 30
34 38 42
46 50 54 2 5 8
11 14
17 134 133
16 13 10 7 4 1 3 6 9 12
15 18 135
47 20
19 21
68 69 70
71 72 73 74
75 83 102 99 98 97 96 95 94 86
85 88 89
90 91 107 109 106 103 112 113 114 115 116 117 118 119 120 121 67 78
77 76 79 80
81 82 84 101 100
87 92 93 104 105 108 110 111 * * * * 136 137 138 139 140 141 142 145 144 143 146 147148149150151152153154155156 157 158 159 162 163 164 165 166 160 161 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 12.5' PUE, TYP. 15' PUE, TYP. PEDESTRIAN PATH CONNECTION WALKING PATH PEDESTRIAN PATH OVERHEAD UTILITY LINES OVERHEAD UTILITY LINES TRAIL NODE, CONNECT TO EXISTING PATH 12.5 PUE 30' PUE30' PUE PICNIC AREA PEDESTRIAN PATH 12.5' PUE TRAIL NODE PICNIC AREA PICNIC AREA & PLAY NODE

KILGORE RD CRAWFORD DR STREET A

STREET B STREET C

FOLSOM SOUTH CANAL

INTERNATIONAL DR

LOOP STREET

KILGORE RD RESIDENTIAL INTERNATIONAL DR FOLSOM SOUTH CANAL EXISTING OFFICE BUILDING STONE CREEK BIKE TRAIL SUNRISE BLVD

SUNRISE BLVD FOLSOM SOUTH CANAL RECREATION TRAIL

LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK FUTURE COMMERCIAL PROPERTY
ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 234 of 456 ends

ELECTRICAL PHOTOMETRIC SITE PLAN - PARTIAL E
2 SCALE 1/32" = 1'-0" NOT USED
1 SCALE N.T.S. EP1.4

ELECTRICAL PHOTOMETRIC
SITE PLAN - PARTIAL E GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

LOOP STREET

KILGORE RD INTERNATIONAL DR

STONE CREEK BIKE TRAIL PEDESTRIAN PATH CONNECTION DETENTION BASIN NO VEHICLE INGRESS OR EGRESS NO VEHICLE INGRESS OR EGRESS

LIMIT OF WORK LIMIT OF WORK

KILGORE RD CRAWFORD DR STREET A

STREET B

STREET C

FOLSOM SOUTH CANAL

INTERNATIONAL DR

LOOP STREET

KILGORE RD RESIDENTIAL INTERNATIONAL DR

FOLSOM SOUTH CANAL EXISTING OFFICE BUILDING

STONE CREEK BIKE TRAIL

SUNRISE BLVD

FOLSOM SOUTH CANAL RECREATION TRAIL

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK FUTURE COMMERCIAL PROPERTY
ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 235 of 456 ends

CUT SHEETS
1 SCALE N.T.S. EP1.5 GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

CAPITAL VILLAGE RESIDENCES
RANCHO CORDOVA ENGINEERING 400 N. McCarthy Blvd., Suite 250 [email protected] | Copyright c 2025 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 KP

ELECTRICAL

PHOTOMETRIC CUT SHEETS
ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 236 of 456 ends

CUT SHEETS
1 SCALE N.T.S. EP1.6

ELECTRICAL
PHOTOMETRIC CUT SHEETS GP DRAWN BY: JOB NO.: PA / PM:

REMARKS DATE DATE REMARKS

RANCHO CORDOVA, CA

CAPITAL VILLAGE RESIDENCES
RANCHO CORDOVA ENGINEERING 400 N. McCarthy Blvd., Suite 250 [email protected] | Copyright c 2025 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 KP ITEM 10.1.

ATTACHMENT 2
Exhibit A to the Resolution

Page 237 of 456 ends

STREET A

STREET C

INTERNATIONAL DRIVE
103
112
113
114
115
116
117
118
119
120
121
125 124 123 122
130 129 128 127 126
131
67 65
64 63
62 61
60 59
58 68
69 70
71 72
73 74
75 78
77 76
79 80
81 82
83 84
102
101
100
99 98
97 96
95 94
86 87
85 88
89 90
91 92
93 104
105
107
108
109
110
111
132
66 106
23 27 31 35 39 43 51 55
56 53 57
48 52
49 44
41 45
36 40
37 32
29 33
24 28
25 22 26 30 34 38 42 46 50 54 2 5 8 11 14 17
134
133 1 4 7 10 13 16 3 6 9 12 15 18 135
47 20
19 21 ALLEY 1 STREET B ALLEY 2 ALLEY 3 ALLEY 4 ALLEY 5 ALLEY 6 ALLEY 7 ALLEY 8 ALLEY 9
ALLEY 10 PARCEL S PARCEL R

PARCEL Q

CRAWFORD DRIVE

PARCEL P

PARCEL O

PARCEL L

PARCEL BB

PARCEL CC

PARCEL M

PARCEL N PARCEL C

INTERNATIONAL DRIVE KILGORE ROAD LOOP STREETLOOP STREET

LOOP STREET
136
137
138
139
140
141
142
147 146 145 144 143
148
149
150
151
152
153
154
155
156
157 158 159
162
163
164
165 166
160 161

PARCEL AA

PARCEL X
PARCEL W PARCEL Z ALLEY 11 PARCEL Y ALLEY 12 ALLEY 13
LEGEND
PRODUCT MIX (45' WIDE LOTS)
PLAN TYPE NO. OF LOTS % MIX
PRODUCT MIX (50' WIDE LOTS)
PLAN TYPE NO. OF LOTS % MIX
DATE: FEBRUARY 2026
W:\M101\ACAD\EXHIBITS\XB_PRELIMINARY ENHANCED ELEVATION PLAN.DWG

PRELIMINARY ENHANCED

ELEVATION EXHIBIT

CAPITAL VILLAGE RESIDENCES

CITY OF RANCHO CORDOVA SACRAMENTO COUNTY CALIFORNIA
SCALE: 1" = 80' 0 80 160 240 CIVIL ENGINEERS SURVEYORS PLANNERS

SAN RAMON
WWW.CBANDG.COM

ROSEVILLE
(925) 866-0322
(916) 788-4456
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 238 of 456 ends

Memorandum
To: Glen Powles
Guardian Commercial Real Estate, L.P.

From: Pedro Cortes
Stephen Dillon, P.E., T.E.

Re: Capital Village Residences
Project Driveway Operations Analysis
Date: February 26, 2026
We have prepared this supplemental traffic memorandum to document the anticipated operations of the proposed Capital Village Residences (the “project“) driveways on Kilgore Road in response to City comments1 on the project’s third submittal.

Project Description
Kimley-Horn understands that the project applicant is proposing to construct up to 166 single family homes, including 59 Junior Accessory Dwelling Units (JADU’s), and a restaurant including approximately 13,800 square-feet of total floor area (indoor and outdoor). The proposed project is located on the vacant parcels at the northeast and southwest corners of the Kilgore Road intersection with International Drive in Rancho Cordova, California. The project land uses will be accessed via three proposed full-access driveways on Kilgore Road and two right-in/right-out (RIRO) driveways on International Drive. The proposed project site plan is provided in Exhibit 1.

Study Facilities and Analysis Methodology
Study Facilities
Exhibit 2 shows the location of the project site with respect to the general study area. This analysis was completed for the following intersections:

1. Kilgore Road at Project Driveway 1

2. Kilgore Road at Project Driveway 2

3. Kilgore Road at Slyvaner Drive/Project Driveway 3
Level of Service (LOS) Definitions
The LOS of a facility is a qualitative measure used to describe operational conditions. LOS ranges from A, which represents minimal delay, to F, which represents heavy delay and a facility that is operating at or near its functional capacity. Levels of Service for this study were determined using methods defined in the Highway Capacity Manual using traffic analysis software (Synchro®).

The HCM includes procedures for analyzing side-street stop controlled (SSSC), all-way stop controlled (AWSC), and signalized intersections. The SSSC procedure defines LOS as a function of average control delay for the worst (most delay) minor street approach or movement. The AWSC and signalized intersection procedures define LOS as a function of average control delay for the intersection as a whole. Table 1 presents intersection LOS definitions as defined in the HCM. The City of Rancho Cordova General Plan2 establishes that the desired LOS threshold for the study facilities is LOS D or better. 1 Capital Village Residences – TSM & Major Design Review – PLND-0725-0134 (3rd Submittal) Memorandum, Public Works Comments from Khaliq McClean, City of Rancho Cordova, January 7, 2026. 2 Circulation Element, City of Rancho Cordova General Plan, City of Rancho Cordova, May 2015.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 239 of 456 ends

Table 1 – Intersection Level of Service Criteria
Assessment of Proposed Project
Trip Generation and Assignment
The number of trips anticipated to be generated by the proposed project was approximated using data included in the Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers. ITE Land Use Code 210 (Single-Family Detached Housing) was used for the residential component without JADU’s and ITE Land Use Code 220 (Multifamily Housing (Low-Rise)) for the residential component with JADU’s. ITE Land Use Code 932 (High-Turnover (Sit-Down) Restaurant) was used to represent the restaurant component of the project during the AM peak-hour. ITE Land Use Code 930 (Fast Casual Restaurant) was used to represent the restaurant project component’s PM peak-hour trip generation as ITE Land Use Code 930 presents a more robust dataset relative to ITE Land Use Code 932 during the PM peak-hour. The internal capture percentage between project land uses was developed using National Cooperative Highway Research Program (NCHRP) 684 methodology. NCHRP 684 internal trip capture worksheets are included in Attachment A. Trips generated by the proposed project are presented in Table 2. As shown in Table 2, the proposed project is anticipated to generate 3,007 total Daily trips, 252 total AM peak-hour trips, and 325 total PM peak-hour trips. The “total” project trip numbers were used in developing the driveway trip assignment to provide a conservative assessment of the project’s operations.

Table 2 – Project Trip Generation
Level of
Service Un-Signalized Signalized
(LOS) Average Control
Delay *
(sec/veh)
Average Control
Delay (sec/veh)
A ≤ 10 ≤ 10
B > 10 – 15 > 10 – 20
C > 15 – 25 > 20 – 35
D > 25 – 35 > 35 – 55
E > 35 – 50 > 55 – 80
F > 50 > 80
Source: Highway Capacity Manual, 7 th Edition
*
Applied to the worst lane/lane group(s) for SSSC
% Trips % Trips % Trips % Trips
210 - Single-Family Detached Housing 107 DU 1,074 79 25% 20 75% 59 106 63% 67 37% 39 220 - Multifamily Housing (Low-Rise) 59 DU 454 41 24% 10 76% 31 46 63% 29 37% 17 932 - High-Turnover (Sit-Down) Restaurant* 13.8 ksf 1,479 132 55% 73 45% 59 173 61% 95 39% 78 3,007 252 103 149 325 191 134
391 34 18 16 52 27 25
2,616 218 85 133 273 164 109
Total Project Trips:

Land Use (ITE Code) Qty Units Daily
Trips
Internal Trips(13% Daily/AM Peak-Hour, 16% PM Peak-Hour)1 Net External Trips
DU = Dwelling Units, ksf = 1,000 square feet
* Land Use Code 930 (Fast Casual Restaurant) was used in the PM peak-hour. 1 NCHRP 684 Internal Trip Capture Estimation Tool
Total
Trips
In Out Total
Trips
In Out
AM Peak-Hour PM Peak-Hour
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 240 of 456 ends

The distribution of project traffic was primarily obtained from the previously entitled project traffic study3 .

This previously entitled project traffic study used the City of Rancho Cordova’s travel demand model to develop the project trip distribution. 20% of the project trips were assigned to the right-in, right-out (RIRO) driveways on International Drive and the remaining 80% of the project trips were assigned to the project driveways on Kilgore Road in a manner consistent with the previously entitled project traffic study trip distribution, planned Kilgore Road driveway access conditions for the proposed project, and engineering judgement. The Kilgore Road project driveway trip assignment is presented in Exhibit 3.

Analysis Results
Data Collection
To establish the background traffic at the proposed project driveways, local traffic counts were collected while local schools were in session. Weekday AM and PM peak-hour intersection turning movement counts and 24-hour roadway segment counts were collected on Wednesday, January 28, 2026. Traffic data was collected at the following locations:

Intersections

1. Kilgore Road and Slyvaner Drive
Roadway Segments

1. Kilgore Road, north of Crawford Drive

2. Kilgore Road, between Slyvaner Drive and Fiore Drive All traffic data collected for this anlaysis is included in Attachment B.

Intersection Level of Service (LOS)
Proposed project trips were added to the collected Existing (2026) peak-hour traffic volumes to establish the Existing (2026) plus Project peak-hour traffic volumes. Existing (2026) and Existing (2026) plus Project peak-hour traffic volumes, traffic control and lane geometry are presented in Exhibit 4. Analysis worksheets for Existing (2026) plus Project conditions are provided in Attachment C. Table 3 presents the peak-hour intersection LOS analysis results. As indicated in Table 3, the Kilgore Road project driveways operate at LOS B in the Existing (2026) plus Project scenario.

Table 3 – Existing (2026) plus Project Intersection LOS Summary 3 Residences at Capital Center Traffic Impact Study, Kimley-Horn, August 11, 2022.

Delay (sec) LOS
AM 1.5(11.7 WBL) A(B)
PM 1.6(12.2 WBL) A(B)
AM 1.2(10.5 WBL) A(B)
PM 1.1( 10.0 WBL) A(B)
AM 3.0( 10.1 EBL) A(B)
PM 2.0( 11.1 EBL) A(B)
SSSC
SSSC
ID Intersection Peak
Hour
LOS
Threshold Control
Existing (2026) plus
Project
1 Kilgore Rd at Project Dwy 1 D
2 Kilgore Rd at Project Dwy 2 D
Notes: Bold represents deficient operations.

Side Street Stop Controlled (SSSC) reported as intersection delay followed by worst movement delay. 3 Kilgore Rd at Slyvaner Dr/Project Dwy 3 D SSSC
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 241 of 456 ends

Peak-Hour Traffic Signal Warrant Evaluation
A planning level assessment of the need for traffic signalization was performed for the Kilgore Road project driveways. This evaluation was performed in a manner consistent with the peak-hour warrant methodologies noted in Section 4C of the California Manual on Uniform Traffic Control Devices (CAMUTCD)4
. A summary of the Warrant 3 (Peak-Hour) results is presented in Table 4. As shown in Table 4, the peak-hour signal warrant is not satisfied at any of the Kilgore Road project driveways in the Existing (2026) plus Project scenario. Analysis worksheets are presented in Attachment D.

Table 4 – Traffic Signal Warrant (Peak-Hour) Analysis Results

Conclusions
Based on the analysis provided herein, the following conclusions are provided:
 The project is anticipated to generate 3,007 total Daily trips, 252 total AM peak-hour trips, and 325 total PM peak-hour trips. The “total” project trip numbers were used to provide a conservative operational analysis of the project driveways on Kilgore Road.  The project driveways on Kilgore Road will operate at satisfactory LOS B under the Existing (2026) plus Project scenario, within the City’s established threshold of LOS D.  The CAMUTD Warrant 3 (Peak-Hour) is not satisfied at any of the project driveways on Kilgore Road in the Existing (2026) plus Project scenario.

Attachments
Exhibit 1 – Project Site Plan
Exhibit 2 – Project Vicinity Map
Exhibit 3 – Kilgore Road Driveway Project Trip Assignment Exhibit 4 – Existing (2026) and Existing (2026) plus Project Peak-Hour Traffic Volumes, Traffic Control, and Lane Geometry
Attachment A – NCHRP 684 Internal Trip Capture Worksheets Attachment B – Traffic Count Data Sheets
Attachment C – Analysis Worksheets for Existing (2026) plus Project Conditions Attachment D – CAMUTCD Warrant 3 (Peak-Hour) Signal Warrants 4 Section 4C, California Manual on Uniform Traffic Control Devices (CAMUTCD) 2026 Edition, Caltrans, January 18, 2026.

Existing (2026) plus
Project
1 Kilgore Rd at Project Dwy 1 No/No
2 Kilgore Rd at Project Dwy 2 No/No
3 Kilgore Rd at Slyvaner Dr/Project Dwy 3 No/No
Note: Peak-hour warrant is satisfied if Condition A or B is satisfied.

ID Intersection
Analysis Scenario
Results are presented in AM / PM format.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 242 of 456 ends

Exhibit 1
Project Site Plan
Capital Village Residences
U S
Site Plan Source: CBG, May 2025
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 243 of 456 ends

1 2
3 Prospect
Pa
rk
D
r
Prospect
Pa
rk
D
r
International DrInternational Dr
Kilg
o
re
Rd
Kilg
o
re
Rd
Sunrise Blvd
Slyvaner Dr
Crawford Dr
Project Location
LEGEND
# Study Project Driveway

NOT TO SCALE
Exhibit 2
Project Vicinity Map
Capital Village Residences
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 244 of 456 ends

1 Kilgore Rd
Project Dwy 1
3 Kilgore Rd
Slyvaner Dr
2 Kilgore Rd
Project Dwy 2
Project Dwy 3
2(1)
16(10)
32(45)
45(18)
27(33)
6(18)
1(1)
34(42)
39(53)
9(44)
13(5)
42(43)
41(28)
20(57)
1(6)
20(32)
1 Prospect Park Dr International
Dr
Kilgore Rd
Sunrise Blvd
Slyvaner Dr
2 3
Crawford Dr
Project Location
LEGEND
# Study Project Driveway
XX(YY) AM(PM) Project Trip
Assignment

NOT TO SCALE
Exhibit 3
Kilgore Road Driveway Project Trip Assignment
Capital Village Residences
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 245 of 456 ends

Existing (2026) Existing (2026) plus Project
1 Kilgore Rd
3 Kilgore Rd
Slyvaner Dr 292(270)
145(285) 51(138)
139(130)
1 Kilgore Rd
Project Dwy 1
3 Kilgore Rd
Slyvaner Dr
2 Kilgore Rd
Project Dwy 2
Project Dwy 3 6(18)
1(1)
2(1)
16(10)
13(5) 334(313)
41(28)
165(317)20(57)
1(6)
2 Kilgore Rd
1(5)
20(53)
54(29)
1(1)
139(130)
1(5)
51(138)
20(53)
32(45) 337(288)
27(33)
154(329)34(42)
39(53)
54(29)
1(1)
292(270)
145(285)
1 Prospect P
ark
Dr
International Dr
Kilg
ore
Rd
Sunrise Blvd
Slyvaner Dr
2 3
Crawford Dr
Project Location
LEGEND
# Study Project Driveway
XX(YY) AM(PM) Peak-Hour
Traffic Volumes
Stop Control

NOT TO SCALE
Exhibit 4
Existing (2026) and Existing (2026) plus Project Peak-Hour Traffic Volumes, Traffic Control, and Lane Geometry Capital Village Residences
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 246 of 456 ends

Attachment A
NCHRP 684 Internal Trip Capture Worksheets
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 247 of 456 ends

Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office - 1,000 Sq Ft 0 0 0
Retail - 1,000 Sq Ft 0 0 0
Restaurant 1,000 Sq Ft 14 132 73 59
Cinema/Entertainment - Screen(s) 0 0 0
Residential Dwelling Unit(s) 166 120 30 90
Hotel - Room(s) 0 0 0
All Other Land Uses2
- 0 0 0 0
252 103 149
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 2 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 15 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 252 103 149 Office N/A N/A
Internal Capture Percentage 13% 17% 11% Retail N/A N/A
Restaurant 21% 3%
External Vehicle-Trips5 218 86 132 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 7% 17%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Origin (From) Destination (To)
Cinema/Entertainment
0 Origin (From) Destination (To)
Cinema/Entertainment
SMD
AM Street Peak Hour 9/11/2025
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-A: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) 9/8/2025
NCHRP 684 Internal Trip Capture Estimation Tool
Capital Village Residences Kimley-Horn and Associates, Inc.

Rancho Cordova, CA PAC
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 248 of 456 ends

Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office - 1,000 Sq Ft 0 0 0
Retail - 1,000 Sq Ft 0 0 0
Restaurant 1,000 Sq Ft 14 173 95 78
Cinema/Entertainment - Screen(s) 0 0 0
Residential Dwelling Unit(s) 166 152 96 56
Hotel - Room(s) 0 0 0
All Other Land Uses2
- 0 0 0 0
325 191 134
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 14 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 12 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 325 191 134 Office N/A N/A
Internal Capture Percentage 16% 14% 19% Retail N/A N/A
Restaurant 13% 18%
External Vehicle-Trips5 273 165 108 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 15% 21%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From) Destination (To)
Cinema/Entertainment
0 Origin (From) Destination (To)
Cinema/Entertainment
SMD
PM Street Peak Hour 9/11/2025
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) 9/8/2025
NCHRP 684 Internal Trip Capture Estimation Tool
Capital Village Residences Kimley-Horn and Associates, Inc.

Rancho Cordova, CA PAC
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 249 of 456 ends

Attachment B
Traffic Count Data Sheets
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 250 of 456 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Kilgore Rd & Slyvaner Dr
City: Rancho Cordova Project ID:

Control: 1-Way Stop(WB) Date:

NS/EW Streets:
0 2 0 0 0 2 0 0 0 0 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0 7 0 0 1 1 0 0 0 0 0 0 0 0 1 0 10
6:15 AM 0 6 0 0 2 4 0 0 0 0 0 0 0 0 4 0 16
6:30 AM 0 9 0 0 3 5 0 0 0 0 0 0 0 0 11 0 28
6:45 AM 0 22 0 0 1 7 0 0 0 0 0 0 0 0 5 0 35
7:00 AM 0 19 0 0 3 4 0 0 0 0 0 0 0 0 9 0 35
7:15 AM 0 18 0 0 4 3 0 0 0 0 0 0 0 0 16 0 41
7:30 AM 0 41 0 0 4 17 0 0 0 0 0 0 1 0 12 0 75
7:45 AM 0 35 0 0 5 11 0 0 0 0 0 0 0 0 18 0 69
8:00 AM 0 38 0 0 6 9 0 0 0 0 0 0 0 0 15 0 68
8:15 AM 0 25 1 0 5 14 0 0 0 0 0 0 0 0 9 0 54
8:30 AM 0 17 0 0 6 10 0 0 0 0 0 0 0 0 10 0 43
8:45 AM 0 22 0 0 4 16 0 0 0 0 0 0 0 0 17 0 59

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 259 1 0 44 101 0 0 0 0 0 0 1 0 127 0 533 APPROACH %'s : 0.00% 99.62% 0.38% 0.00% 30.34% 69.66% 0.00% 0.00% 0.78% 0.00% 99.22% 0.00% PEAK HR : 7:30 AM 39 TOTAL
PEAK HR VOL : 0 139 1 0 20 51 0 0 0 0 0 0 1 0 54 0 266
PEAK HR FACTOR : 0.000 0.848 0.250 0.000 0.833 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 0 0 0 2 0 0 0 0 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 30 0 0 16 31 0 0 0 0 0 0 1 0 8 0 86
4:15 PM 0 26 0 0 11 37 0 0 0 0 0 0 0 0 11 0 85
4:30 PM 0 24 2 0 12 32 0 0 0 0 0 0 0 0 15 0 85
4:45 PM 0 42 1 0 10 34 0 0 0 0 0 0 1 0 6 0 94
5:00 PM 0 37 1 0 11 36 0 0 0 0 0 0 0 0 7 0 92
5:15 PM 0 23 2 0 15 35 0 0 0 0 0 0 0 0 9 0 84
5:30 PM 0 28 1 0 17 33 0 0 0 0 0 0 0 0 7 0 86
5:45 PM 0 21 0 0 11 19 0 1 0 0 0 0 0 0 14 0 66
6:00 PM 0 16 0 0 11 32 0 0 0 0 0 0 0 0 5 0 64
6:15 PM 0 20 0 0 13 22 0 0 0 0 0 0 1 0 6 0 62
6:30 PM 0 20 0 0 12 21 0 0 0 0 0 0 0 0 17 0 70
6:45 PM 0 20 0 0 8 19 0 0 0 0 0 0 0 0 11 0 58

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 307 7 0 147 351 0 1 0 0 0 0 3 0 116 0 932 APPROACH %'s : 0.00% 97.77% 2.23% 0.00% 29.46% 70.34% 0.00% 0.20% 2.52% 0.00% 97.48% 0.00% PEAK HR : 4:45 PM 12:00 AM TOTAL
PEAK HR VOL : 0 130 5 0 53 138 0 0 0 0 0 0 1 0 29 0 356 PEAK HR FACTOR : 0.000 0.774 0.625 0.000 0.779 0.958 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.806 0.000 04:45 PM - 05:45 PM

0.947 0.785 0.955 0.833
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM

0.887 0.854 0.845 0.764
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
26-070017-001
1/28/2026
Data - Total
Kilgore Rd Kilgore Rd Slyvaner Dr Slyvaner Dr
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 251 of 456 ends

Day: Wednesday City: Rancho Cordova
Date: Project #: CA26_070018_002
NB SB EB WB Total
2,222 2,118 0 0 4,340

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 1 0 1 12:00 39 50 89 00:00 01:00 3 2 5
0:15 2 1 3 12:15 27 42 69 01:00 02:00 2 3 5
0:30 0 1 1 12:30 53 48 101 02:00 03:00 1 0 1
0:45 0 0 0 12:45 46 41 87 03:00 04:00 5 2 7
1:00 2 1 3 13:00 24 48 72 04:00 05:00 10 4 14
1:15 0 1 1 13:15 31 25 56 05:00 06:00 36 15 51
1:30 0 1 1 13:30 24 23 47 06:00 07:00 73 60 133
1:45 0 0 0 13:45 27 36 63 07:00 08:00 243 85 328
2:00 0 0 0 14:00 36 30 66 08:00 09:00 197 141 338
2:15 0 0 0 14:15 50 33 83 09:00 10:00 113 90 203
2:30 1 0 1 14:30 40 39 79 10:00 11:00 112 96 208
2:45 0 0 0 14:45 43 42 85 11:00 12:00 134 124 258
3:00 0 0 0 15:00 27 72 99 12:00 13:00 165 181 346
3:15 2 0 2 15:15 51 54 105 13:00 14:00 106 132 238
3:30 0 1 1 15:30 37 50 87 14:00 15:00 169 144 313
3:45 3 1 4 15:45 52 44 96 15:00 16:00 167 220 387
4:00 2 0 2 16:00 51 61 112 16:00 17:00 251 251 502
4:15 2 1 3 16:15 60 62 122 17:00 18:00 195 206 401
4:30 2 0 2 16:30 69 71 140 18:00 19:00 130 147 277
4:45 4 3 7 16:45 71 57 128 19:00 20:00 56 83 139
5:00 4 2 6 17:00 70 95 165 20:00 21:00 27 82 109
5:15 11 2 13 17:15 44 45 89 21:00 22:00 16 31 47
5:30 3 6 9 17:30 39 44 83 22:00 23:00 7 14 21
5:45 18 5 23 17:45 42 22 64 23:00 00:00 4 5 9
6:00 6 10 16 18:00 39 48 87
6:15 11 14 25 18:15 35 34 69 NB SB EB WB TOTAL
6:30 17 22 39 18:30 29 42 71 00:00 to 12:00
6:45 39 14 53 18:45 27 23 50 929 622 1551
7:00 33 19 52 19:00 14 20 34 7:30 7:45 7:30
7:15 41 15 56 19:15 15 21 36 292 145 434
7:30 83 24 107 19:30 9 16 25 0.849 0.740 0.904
7:45 86 27 113 19:45 18 26 44
8:00 78 42 120 20:00 14 30 44 12:00 to 00:00
8:15 45 49 94 20:15 3 24 27 1293 1496 2789
8:30 23 27 50 20:30 6 17 23 16:15 16:15 16:15
8:45 51 23 74 20:45 4 11 15 270 285 555
9:00 36 19 55 21:00 6 12 18 0.951 0.750 0.841
9:15 25 18 43 21:15 6 12 18
9:30 20 25 45 21:30 2 3 5 07:00 to 09:00
9:45 32 28 60 21:45 2 4 6 440 226 666
10:00 26 23 49 22:00 1 5 6 7:30 7:45 7:30
10:15 26 23 49 22:15 0 4 4 292 145 434
10:30 29 21 50 22:30 2 2 4 0.849 0.740 0.904
10:45 31 29 60 22:45 4 3 7
11:00 25 23 48 23:00 2 3 5 16:00 to 18:00
11:15 33 25 58 23:15 1 2 3 446 457 903
11:30 37 36 73 23:30 0 0 0 16:15 16:15 16:15
11:45 39 40 79 23:45 1 0 1 270 285 555
TOTALS 929 622 0 0 1551 TOTALS 1293 1496 0 0 2789 0.951 0.750 0.841 SPLIT % 60% 40% 0% 0% 36% SPLIT % 46% 54% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Kilgore Rd N/O Crawford Dr
1/28/2026

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 252 of 456 ends

Day: Wednesday City: Rancho Cordova
Date: Project #: CA26_070018_001
NB SB EB WB Total
1,222 1,244 0 0 2,466

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 0 1 1 12:00 18 23 41 00:00 01:00 2 4 6
0:15 0 1 1 12:15 18 18 36 01:00 02:00 1 3 4
0:30 0 2 2 12:30 23 15 38 02:00 03:00 3 1 4
0:45 2 0 2 12:45 14 22 36 03:00 04:00 5 2 7
1:00 0 2 2 13:00 16 25 41 04:00 05:00 9 0 9
1:15 0 0 0 13:15 17 18 35 05:00 06:00 11 4 15
1:30 0 0 0 13:30 17 15 32 06:00 07:00 44 17 61
1:45 1 1 2 13:45 12 22 34 07:00 08:00 113 36 149
2:00 0 0 0 14:00 15 23 38 08:00 09:00 103 49 152
2:15 2 0 2 14:15 25 20 45 09:00 10:00 86 58 144
2:30 1 1 2 14:30 19 19 38 10:00 11:00 66 53 119
2:45 0 0 0 14:45 29 20 49 11:00 12:00 76 70 146
3:00 0 0 0 15:00 14 28 42 12:00 13:00 73 78 151
3:15 2 1 3 15:15 28 40 68 13:00 14:00 62 80 142
3:30 1 1 2 15:30 18 32 50 14:00 15:00 88 82 170
3:45 2 0 2 15:45 22 34 56 15:00 16:00 82 134 216
4:00 3 0 3 16:00 30 32 62 16:00 17:00 125 136 261
4:15 3 0 3 16:15 26 37 63 17:00 18:00 113 123 236
4:30 1 0 1 16:30 26 32 58 18:00 19:00 76 95 171
4:45 2 0 2 16:45 43 35 78 19:00 20:00 45 82 127
5:00 2 0 2 17:00 38 36 74 20:00 21:00 16 68 84
5:15 4 1 5 17:15 25 35 60 21:00 22:00 20 36 56
5:30 3 2 5 17:30 29 33 62 22:00 23:00 2 26 28
5:45 2 1 3 17:45 21 19 40 23:00 00:00 1 7 8
6:00 7 1 8 18:00 16 32 48
6:15 6 4 10 18:15 20 23 43 NB SB EB WB TOTAL
6:30 9 5 14 18:30 20 21 41 00:00 to 12:00
6:45 22 7 29 18:45 20 19 39 519 297 816
7:00 19 4 23 19:00 13 24 37 7:30 11:00 7:30
7:15 18 3 21 19:15 12 26 38 140 70 192
7:30 41 18 59 19:30 8 18 26 0.854 0.833 0.814
7:45 35 11 46 19:45 12 14 26
8:00 38 9 47 20:00 3 18 21 12:00 to 00:00
8:15 26 14 40 20:15 5 22 27 703 947 1650
8:30 17 10 27 20:30 5 19 24 16:45 16:15 16:45
8:45 22 16 38 20:45 3 9 12 135 140 274
9:00 25 5 30 21:00 9 10 19 0.785 0.946 0.878
9:15 18 14 32 21:15 5 15 20
9:30 21 22 43 21:30 3 8 11 07:00 to 09:00
9:45 22 17 39 21:45 3 3 6 216 85 301
10:00 14 11 25 22:00 1 9 10 7:30 7:30 7:30
10:15 21 12 33 22:15 1 9 10 140 52 192
10:30 17 16 33 22:30 0 2 2 0.854 0.722 0.814
10:45 14 14 28 22:45 0 6 6
11:00 23 11 34 23:00 0 1 1 16:00 to 18:00
11:15 15 18 33 23:15 1 4 5 238 259 497
11:30 21 20 41 23:30 0 2 2 16:45 16:15 16:45
11:45 17 21 38 23:45 0 0 0 135 140 274
TOTALS 519 297 0 0 816 TOTALS 703 947 0 0 1650 0.785 0.946 0.878 SPLIT % 64% 36% 0% 0% 33% SPLIT % 43% 57% 0% 0% 67%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Kilgore Rd Bet Slyvaner Dr & Fiore Dr
1/28/2026

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 20
40 60
80 100
120
140
160 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 253 of 456 ends

Attachment C
Analysis Worksheets for Existing (2026) plus Project Conditions ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 254 of 456 ends

Capital Village Residences Existing (2026) plus Project 1: Kilgore Rd & Project Dwy 1 Timing Plan: AM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 1
Intersection
Int Delay, s/veh 1.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 32 27 337 39 34 154
Future Vol, veh/h 32 27 337 39 34 154
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 85 85 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 35 29 396 46 46 208
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 615 221 0 0 442 0
Stage 1 419 - - - - -
Stage 2 196 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 423 783 - - 1114 -
Stage 1 631 - - - - -
Stage 2 818 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 405 783 - - 1114 -
Mov Cap-2 Maneuver 499 - - - - -
Stage 1 631 - - - - -
Stage 2 784 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 11.74 0 1.51

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 598 1114 -
HCM Lane V/C Ratio - - 0.107 0.041 -
HCM Ctrl Dly (s/v) - - 11.7 8.4 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.4 0.1 -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 255 of 456 ends

Capital Village Residences Existing (2026) plus Project 2: Kilgore Rd & Project Dwy 2 Timing Plan: AM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 2
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 41 334 1 20 165
Future Vol, veh/h 13 41 334 1 20 165
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 85 85 74 74
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 14 45 393 1 27 223
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 559 197 0 0 394 0
Stage 1 394 - - - - -
Stage 2 166 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 459 811 - - 1161 -
Stage 1 651 - - - - -
Stage 2 847 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 448 811 - - 1161 -
Mov Cap-2 Maneuver 530 - - - - -
Stage 1 651 - - - - -
Stage 2 827 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 10.45 0 0.88

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 719 1161 -
HCM Lane V/C Ratio - - 0.082 0.023 -
HCM Ctrl Dly (s/v) - - 10.5 8.2 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0.1 -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 256 of 456 ends

Capital Village Residences Existing (2026) plus Project 3: Kilgore Rd & Project Dwy 3/Slyvaner Dr Timing Plan: AM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 3
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 2 1 0 54 1 139 1 20 51 6
Future Vol, veh/h 16 0 2 1 0 54 1 139 1 20 51 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 76 76 76 85 85 85 85 85 85
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 17 0 2 1 0 71 1 164 1 24 60 7
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 195 278 34 244 281 82 67 0 0 165 0 0 Stage 1 111 111 - 166 166 - - - - - - -
Stage 2 84 167 - 77 114 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 747 629 1032 690 627 961 1533 - - 1411 - - Stage 1 883 803 - 819 760 - - - - - - -
Stage 2 914 759 - 923 800 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 680 618 1032 677 616 961 1533 - - 1411 - - Mov Cap-2 Maneuver 695 628 - 697 633 - - - - - - -
Stage 1 868 790 - 818 759 - - - - - - -
Stage 2 846 759 - 906 787 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.13 9.08 0.05 1.97

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 721 954 1411 - -
HCM Lane V/C Ratio 0.001 - - 0.027 0.076 0.017 - -
HCM Ctrl Dly (s/v) 7.4 - - 10.1 9.1 7.6 - -
HCM Lane LOS A - - B A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0.1 - -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 257 of 456 ends

Capital Village Residences Existing (2026) plus Project 1: Kilgore Rd & Project Dwy 1 Timing Plan: PM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 1
Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 45 33 288 53 42 329
Future Vol, veh/h 45 33 288 53 42 329
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 95 95 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 49 36 303 56 56 439
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 662 179 0 0 359 0
Stage 1 331 - - - - -
Stage 2 331 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 395 832 - - 1196 -
Stage 1 700 - - - - -
Stage 2 699 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 376 832 - - 1196 -
Mov Cap-2 Maneuver 483 - - - - -
Stage 1 700 - - - - -
Stage 2 667 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 12.16 0 0.92

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 587 1196 -
HCM Lane V/C Ratio - - 0.144 0.047 -
HCM Ctrl Dly (s/v) - - 12.2 8.2 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.5 0.1 -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 258 of 456 ends

Capital Village Residences Existing (2026) plus Project 2: Kilgore Rd & Project Dwy 2 Timing Plan: PM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 2
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 5 28 313 6 57 317
Future Vol, veh/h 5 28 313 6 57 317
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 1 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 95 95 75 75
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 5 30 329 6 76 423
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 696 168 0 0 336 0
Stage 1 333 - - - - -
Stage 2 363 - - - - -
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 376 847 - - 1220 -
Stage 1 698 - - - - -
Stage 2 674 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 352 847 - - 1220 -
Mov Cap-2 Maneuver 463 - - - - -
Stage 1 698 - - - - -
Stage 2 632 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 10.03 0 1.24

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 752 1220 -
HCM Lane V/C Ratio - - 0.048 0.062 -
HCM Ctrl Dly (s/v) - - 10 8.1 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0.2 -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 259 of 456 ends

Capital Village Residences Existing (2026) plus Project 3: Kilgore Rd & Project Dwy 3/Slyvaner Dr Timing Plan: PM Peak-Hour Kimley-Horn Synchro 12 Report
HCM 7th TWSC Page 3
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 0 1 1 0 29 1 130 5 53 138 18
Future Vol, veh/h 10 0 1 1 0 29 1 130 5 53 138 18
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 83 83 83 79 79 79 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 11 0 1 1 0 35 1 165 6 55 144 19
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 348 437 81 353 443 85 163 0 0 171 0 0 Stage 1 264 264 - 170 170 - - - - - - -
Stage 2 85 173 - 182 273 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 582 512 962 578 508 956 1414 - - 1404 - - Stage 1 719 689 - 815 757 - - - - - - -
Stage 2 914 754 - 802 683 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 538 491 962 554 487 956 1414 - - 1404 - - Mov Cap-2 Maneuver 582 534 - 613 539 - - - - - - -
Stage 1 690 662 - 814 756 - - - - - - -
Stage 2 879 754 - 769 656 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.08 8.99 0.06 1.94

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1414 - - 604 939 1404 - -
HCM Lane V/C Ratio 0.001 - - 0.02 0.038 0.039 - -
HCM Ctrl Dly (s/v) 7.5 - - 11.1 9 7.7 - -
HCM Lane LOS A - - B A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - -
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

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Attachment D
CAMUTCD Warrant 3 (Peak-Hour) Signal Warrants
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 261 of 456 ends

2/6/2026
PEAK HOUR SIGNAL WARRANT ANALYSIS (Warrant #3, California MUTCD 2014 Edition) PROJECT NAME: Capital Village Residences
SCENARIO: Existing (2026) plus Project
COMMENTS:

MAJOR STREET: Kilgore Rd # OF APPROACH LANES: 2
MINOR STREET: Project Dwy 1 # OF APPROACH LANES: 1
THE STUDY INTERSECTION HAS MORE THAN THREE APPROACHES (Y OR N): N ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N AM PM
WORST CASE DELAY FOR MINOR STREET APPROACH: 11.7 sec/veh 12.2 sec/veh

0.19 veh-hr 0.26 veh-hr

NB SB EB WB
Approach Approach Total Approach Approach Heavy Leg Total Intersection
Total
06:00 AM TO 07:00 AM 0 0 0 0
07:00 AM TO 08:00 AM 376 188 564 0 59 59 59 623
08:00 AM TO 09:00 AM 0 0 0 0
09:00 AM TO 10:00 AM 0 0 0 0
10:00 AM TO 11:00 AM 0 0 0 0
11:00 AM TO 12:00 PM 0 0 0 0
12:00 PM TO 01:00 PM 0 0 0 0
01:00 PM TO 02:00 PM 0 0 0 0
02:00 PM TO 03:00 PM 0 0 0 0
03:00 PM TO 04:00 PM 0 0 0 0
04:00 PM TO 05:00 PM 0 0 0 0
05:00 PM TO 06:00 PM 341 371 712 0 78 78 78 790
06:00 PM TO 07:00 PM 0 0 0 0
07:00 PM TO 08:00 PM 0 0 0 0
08:00 PM TO 09:00 PM 0 0 0 0
09:00 PM TO 10:00 PM 0 0 0 0

MAJOR STREET INTERSECTION
Total Heavy Leg Total Total
AM MAX 564 AM MAX 59 59 AM MAX 623
PM MAX 712 PM MAX 78 78 PM MAX 790

MINOR STREET
INT #1

MAJOR STREET MINOR STREET

NB/SB EB/WB

NB/SB EB/WB
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

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2/6/2026
Traffic Signal Warrants Worksheet
Warrant 3: Peak Hour
Source: MUTCD 2014 California Supplement
Scenario: Existing (2026) plus Project AM Peak-Hour
Intersection: Kilgore Rd AND Project Dwy 1
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. No

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 564
Highest Approach - Minor Street 59
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

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2/6/2026
Traffic Signal Warrants Worksheet
Warrant 3: Peak Hour
Source: MUTCD 2014 California Supplement
Scenario: Existing (2026) plus Project PM Peak-Hour
Intersection: Kilgore Rd AND Project Dwy 1
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. Yes

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 712
Highest Approach - Minor Street 78
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

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2/6/2026
PEAK HOUR SIGNAL WARRANT ANALYSIS (Warrant #3, California MUTCD 2014 Edition) PROJECT NAME: Capital Village Residences
SCENARIO: Existing (2026) plus Project
COMMENTS:

MAJOR STREET: Kilgore Rd # OF APPROACH LANES: 2
MINOR STREET: Project Dwy 2 # OF APPROACH LANES: 1
THE STUDY INTERSECTION HAS MORE THAN THREE APPROACHES (Y OR N): N ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N AM PM
WORST CASE DELAY FOR MINOR STREET APPROACH: 10.5 sec/veh 10.0 sec/veh

0.16 veh-hr 0.09 veh-hr

NB SB EB WB
Approach Approach Total Approach Approach Heavy Leg Total Intersection
Total
06:00 AM TO 07:00 AM 0 0 0 0
07:00 AM TO 08:00 AM 335 185 520 0 54 54 54 574
08:00 AM TO 09:00 AM 0 0 0 0
09:00 AM TO 10:00 AM 0 0 0 0
10:00 AM TO 11:00 AM 0 0 0 0
11:00 AM TO 12:00 PM 0 0 0 0
12:00 PM TO 01:00 PM 0 0 0 0
01:00 PM TO 02:00 PM 0 0 0 0
02:00 PM TO 03:00 PM 0 0 0 0
03:00 PM TO 04:00 PM 0 0 0 0
04:00 PM TO 05:00 PM 0 0 0 0
05:00 PM TO 06:00 PM 319 374 693 0 33 33 33 726
06:00 PM TO 07:00 PM 0 0 0 0
07:00 PM TO 08:00 PM 0 0 0 0
08:00 PM TO 09:00 PM 0 0 0 0
09:00 PM TO 10:00 PM 0 0 0 0

MAJOR STREET INTERSECTION
Total Heavy Leg Total Total
AM MAX 520 AM MAX 54 54 AM MAX 574
PM MAX 693 PM MAX 33 33 PM MAX 726

MINOR STREET
INT #2

MAJOR STREET MINOR STREET

NB/SB EB/WB

NB/SB EB/WB
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 265 of 456 ends

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. No

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 520
Highest Approach - Minor Street 54
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 266 of 456 ends

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. Yes

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 693
Highest Approach - Minor Street 33
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 267 of 456 ends

2/6/2026
PEAK HOUR SIGNAL WARRANT ANALYSIS (Warrant #3, California MUTCD 2014 Edition) PROJECT NAME: Capital Village Residences
SCENARIO: Existing (2026) plus Project
COMMENTS:

MAJOR STREET: Kilgore Rd # OF APPROACH LANES: 2
MINOR STREET: Project Dwy 3/Slyvaner Dr # OF APPROACH LANES: 2 THE STUDY INTERSECTION HAS MORE THAN THREE APPROACHES (Y OR N): Y ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N AM PM
WORST CASE DELAY FOR MINOR STREET APPROACH: 10.1 sec/veh 11.1 sec/veh

0.15 veh-hr 0.09 veh-hr

NB SB EB WB
Approach Approach Total Approach Approach Heavy Leg Total Intersection
Total
06:00 AM TO 07:00 AM 0 0 0 0
07:00 AM TO 08:00 AM 141 77 218 18 55 55 73 291
08:00 AM TO 09:00 AM 0 0 0 0
09:00 AM TO 10:00 AM 0 0 0 0
10:00 AM TO 11:00 AM 0 0 0 0
11:00 AM TO 12:00 PM 0 0 0 0
12:00 PM TO 01:00 PM 0 0 0 0
01:00 PM TO 02:00 PM 0 0 0 0
02:00 PM TO 03:00 PM 0 0 0 0
03:00 PM TO 04:00 PM 0 0 0 0
04:00 PM TO 05:00 PM 0 0 0 0
05:00 PM TO 06:00 PM 136 209 345 11 30 30 41 386
06:00 PM TO 07:00 PM 0 0 0 0
07:00 PM TO 08:00 PM 0 0 0 0
08:00 PM TO 09:00 PM 0 0 0 0
09:00 PM TO 10:00 PM 0 0 0 0

MAJOR STREET INTERSECTION
Total Heavy Leg Total Total
AM MAX 218 AM MAX 55 73 AM MAX 291
PM MAX 345 PM MAX 30 41 PM MAX 386

MINOR STREET
INT #3

MAJOR STREET MINOR STREET

NB/SB EB/WB

NB/SB EB/WB
ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 268 of 456 ends

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. No

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 218
Highest Approach - Minor Street 55
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 269 of 456 ends

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. No

PART B SATISFIED NO
APPROACH LANES One
Both Approaches - Major Street 345
Highest Approach - Minor Street 30
1397 593 82 8
571 1326 56 4
Capital Village Residences
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND
The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 10.1. ATTACHMENT 2 Exhibit A to the Resolution

Page 270 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 1 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
On-Going Conditions

1. The approved entitlement is for a Vesting Tentative Subdivision Map and Major Design Review for the Capital Village
Residences. The project shall be constructed consistent with the Project Plans (Exhibit A) as described in the Planning Commission staff report dated September 23, 2026, and
attached Project Plans (Exhibit A) with conditions herein (Exhibit B), for project number PLND-0725-0134.

Project Description On-Going Planning

2. Applicant(s) agree to defend, indemnify and hold harmless with Counsel selected by the City of Rancho Cordova (“City”) and its agents, officers, consultants, and employees (“City’s Agents”) from any and all claims, actions, suits, or proceedings against the City or the City’s Agents to attack, set aside, void, or annul an approval by the City, or the City’s Agents concerning the project (collectively “Claim”). The City shall promptly notify the Applicant of any Claim and the City shall cooperate fully in the defense. Nothing in this paragraph obligates the City to defend any Claim and the City is not required to pay or perform any settlement arising from any such Claim not defended by the City, unless the settlement is approved in writing by the City.

General On-Going Planning

3. Any future alteration to the buildings, change in use, intensification of the site, or modification to the parking and landscaped area must be reviewed by the City to ensure
compliance with all local, state, and federal regulations. Minor modifications that are found to be in substantial conformance with the approved plans such as colors, plant materials, or minor lot line adjustments, may be approved administratively. Major modifications shall be approved by the applicable decisionmaking body.

General On-Going Planning

4. Applicant/Developer shall not carry a negative account balance with the City for the processing of the project. If a negative account balance occurs, it will be the developer's responsibility to pay the balance due, in order to avoid delays in the processing of future permits or recordation of maps. Please email the General On-Going Planning

Page 271 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 2 of 33 ends

5. The Major Design Review and Vesting Tentative Subdivision Map are valid for a period of three (3) years from the date of Planning Commission approval unless an extension is granted by the Community Development Director or the Development Agreement expiration date.

Expiration On-Going Planning

6. Signage is not approved with this permit. All signage shall comply with the City of Rancho Cordova Zoning Code.

Signage On-Going Planning

7. Noise sources associated with construction, repair, remodeling, demolition, paving and/or grading of any real property must adhere to the development standards outlined within the City’s Noise Element, RCMC 6.68 and RCMC 16.18.1407(F).

Noise On-Going Planning/Code
Enforcement
/Building

8. The Vesting Tentative Subdivision Map approval is subject to approval and recordation of a Final Map in accordance with the Subdivision Map Act and City regulations.

Map On-Going Planning

9. The project shall be implemented in accordance with the Mitigated Negative Declaration and associated Initial Study Addendum prepared for the project. All mitigation measures identified in the adopted Mitigation Monitoring and Reporting Program (MMRP), if applicable, shall be fully implemented.

Environmental On-Going Planning

10. The removal and replanting of landscape not listed on the approved plan set must be consistent with RCMC 23.716.080 through 23.716.090 and reviewed by the Planning Division prior to the removal. All landscape care, maintenance, and tree pruning must adhere to RCMC 23.716.100 through 23.716.110.

Landscaping On-Going Planning

Page 272 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 3 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

11. Development standards for each residential standalone structure shall be consistent with MDR development standards, in compliance with Table 23.313-2 of the Rancho Cordova Municipal Code. Applicable setbacks shall be as follows:

Front (Building) 10 feet
Front (General/Garage) 18 feet
Side Interior 3 ft
Side Corner Lot 12.5 feet
Rear 10 feet
Development
Standards
On-Going Planning

12. Any primary structure placed on a corner lot will be required to measure required front yard setbacks from the front property line, as described in the Rancho Cordova Municipal Code.

Development
Standards
On-Going Planning

13. Future development of the commercial space at the northwest corner of the project, shall acquire a Design Review Entitlement (and/or any other applicable entitlement) prior to construction and operation, once a tenant has been determined. The Design Review Entitlement that is to be required shall be determined by the applicability sections of section 23.140 Minor Design Review and section 23.141 Major Design Review.

Additional
Entitlements
On-Going Planning

14. All proposed ADUs shall comply with applicable State law and City regulations in effect at the time of building permit issuance.

ADUs On-Going Planning

15. All required garage spaces shall be maintained for vehicle parking and shall not be converted to habitable space or used for storage in a manner that precludes vehicle parking. The project shall comply with all applicable parking standards, and any HOA or CC&Rs shall include provisions to enforce parking restrictions, including prohibitions on alley parking.

Parking On-Going Planning

16. All outdoor lighting shall be constructed and operate within the required standards of Chapter 23.725.060 of the Rancho
Cordova Municipal Code.

Outdoor Lighting On-Going Planning

17. Mechanical Equipment must be screened from view where feasible per Chapter 23.731 of the RCMC
Roof Screening On-Going Planning

Page 273 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 4 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

18. Applicant shall be responsible for all damage to City streets associated with construction of the project and shall repair any damage as soon as possible.

Damages On-Going Public Works

19. The Applicant shall pay those impact fees, processing, inspection, and plan check fees and charges required by City under ordinances, resolutions, rules, regulations, initiatives, and official policies which are in effect when such fees or charges are due under then-existing code or policy subject to the limitations of SB 330 and Housing Accountability Act.

Impact Fees On-Going Public
Works/Finance/
Community
Development

20. There is one closed contaminated groundwater and soil contaminated site for purity oil (60003029) within 1,000 feet of this site. Prior to any grading, demolition, or construction activities please contact Duane White at
[email protected].

Environmental On-Going EMD

21. If an abandoned well is found on the property, it must be issued an inactivation permit (subject to review and approval from EMD), repaired and brought back into service, or it must be destroyed at the parcel owner’s cost. All well-related activities must be performed in compliance with EMD’s well permitting and inspection program requirements. Contact
[email protected] with any questions.

Environmental On-Going EMD

22. If an abandoned septic system tank is discovered on the property, it must be destroyed in compliance with EMD’s liquid waste permitting and inspection program requirements. Contact [email protected] with any questions.

Environmental On-Going EMD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 5 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

23. Any necessary future SMUD facilities located on the Applicant’s property shall require a dedicated SMUD easement. This will be determined prior to SMUD performing work on the Applicant’s property. Applicant shall be responsible for confirming with SMUD appropriate/acceptable landscaping including placement within the easement area. SMUD reserves the right to prune & remove trees that encroach into the easement area. Applicant shall submit landscape improvement plans with tentative or final map as a condition of approval. New landscaping improvements shall be restricted to a maximum height of 15-feet tall at full maturity.

Utilities On-Going SMUD

24. SMUD has existing underground 12kV facilities along Crawford Drive, Kilgore Rd., and International Dr. that will need to remain.

The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Utilities On-Going SMUD

25. SMUD has existing overhead 69/12kV facilities along Kilgore Rd., International Dr., the east side of Site 1, and the south side of Site 2 that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 95 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Utilities On-Going SMUD

26. Structural setbacks less than 14-feet shall require the Applicant to conduct a pre-engineering meeting with all utilities to ensure property clearances are maintained.

Utilities On-Going SMUD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 6 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

27. In the event the Applicant requires the relocation or removal of existing SMUD facilities on or adjacent to the subject property, the Applicant shall coordinate with SMUD. The Applicant shall be responsible for the cost of relocation or removal. Applicant is further made aware that the proposed location of any relocated facilities will be subject to SMUD’s vegetation management practices including restrictions of 15-feet high at full maturity and placement of trees within SMUD easements. Applicant shall bear cost to remove vegetation or trees located within proposed new facilities area and SMUD retains the right to engage in customary vegetation management practices at proposed new location after facility relocation. Applicant shall submit landscape improvement plans with tentative or final map as a condition of approval.

Utilities On-Going SMUD

28. SMUD reserves the right to use any portion of its easements on or adjacent to the subject property that it reasonably needs and shall not be responsible for any damages to the developed property within said easement that unreasonably interferes with those needs, including but not limited to vegetation
management, tree pruning or removal, weed abatement and application of weed abatement material, and a height restriction of 15-feet tall at full maturity. Applicant shall submit landscape improvement plans with building plans as a condition of approval.

Utilities On-Going SMUD

29. The Applicant shall not place any building foundations within 5- feet of any SMUD trench to maintain adequate trench integrity.

The Applicant shall verify specific clearance requirements for other utilities (e.g., Gas, Telephone, etc.).

Utilities On-Going SMUD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 7 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

30. In the event the County requires an Irrevocable Offer of Dedication (IOD) for future roadway improvements, the
Applicant shall dedicate a 12.5-foot public utility easement (PUE) for overhead and/or underground facilities and
appurtenances adjacent to the County’s IOD. Landscaping improvements placed within the IOD or 12.5-foot PUE shall be subject to SMUD’s landscaping and tree placement guidelines and SMUD’s regular vegetation management practices
including but not limited to restriction of 15 feet high at maturity and spacing as well as tree pruning, removal, or other standard vegetation management activities. Applicant shall submit landscape improvement plans with building plans as a condition of approval.

Utilities On-Going SMUD

31. The Applicant shall comply with SMUD siting requirements (e.g., panel size/location, clearances from SMUD equipment,
transformer location, service conductors). Information regarding SMUD siting requirements can be found at:
https://www.smud.org/en/Business-Solutions-andRebates/Design-and-Construction-Services.

Utilities On-Going SMUD

32. The Applicant shall provide separate SMUD service points to each parcel to the satisfaction of SMUD.

Utilities On-Going SMUD

33. The Applicant shall locate, verify, and provide a drawing to SMUD identifying all electrical utility infrastructure for the existing structures. If necessary, any existing onsite electrical infrastructure that serves existing structures shall be relocated to the satisfaction of SMUD.

Utilities On-Going SMUD

Page 277 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 8 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

34. The Applicant shall dedicate a 12.5-foot public utility easement for overhead and/or underground facilities and appurtenances adjacent to all public street rights-of-ways. The 12.5-foot PUE shall be subject to SMUD’s landscaping and tree placement guidelines within the easement area and such landscaping shall be subject to SMUD’s vegetation management practices
including but not limited to tree pruning, removal, and weed abatement and a height limit of fifteen feet at full maturity.

Applicant shall submit landscape improvement plans with building plans as a condition of approval.

Utilities On-Going SMUD

35. The Applicant shall dedicate any private drive, ingress and egress easement, and 10-feet adjacent to each side thereof as a public utility easement for overhead and/or underground facilities and appurtenances. All access roads shall meet minimum SMUD requirements for access roads. The private drive and 10-foot adjacent PUE shall be subject to SMUD’s landscaping and tree placement guidelines within the easement area and such landscaping shall be subject to SMUD’s
landscaping and tree placement guidelines including but not limited to tree pruning, removal, and weed abatement and a maximum allowable height of 15-feet at full maturity. Applicant shall submit landscape improvement plans with building plans as a condition of approval.

Utilities On-Going SMUD

36. The Applicant shall dedicate and provide all-weather vehicular access for service vehicles that are up to 26,000 pounds. At a minimum: (a) the drivable surface shall be 20-feet wide; and (b) all SMUD underground equipment and appurtenances shall be within 15-feet from the drivable surface.

Utilities On-Going SMUD

Page 278 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 9 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

37. The Applicant shall dedicate a 7.5-foot wide SMUD easement to be added to the existing 12.5 foot wide PUE. This easement and PUE will equal a total of 20 foot wide easement area for SMUD existing and future 69kV facilities. Associated future overhead 69kV will be installed within Parcel AA. The 12.5-foot PUE as well as 69kV easement shall be subject to SMUD’s landscaping and tree placement guidelines within the easement area and such landscaping shall be subject to SMUD’s vegetation
management practices including but not limited to tree pruning, removal, a height limit of 15-feet tall at full maturity and weed abatement. Applicant shall submit landscape improvement plans with tentative or final map as a condition of approval.

Utilities On-Going SMUD

38. Applicant will include phasing of development and order of planned construction upon submitting a new service application to SMUD for the initial subdivision phase(s) and/or road improvement backbone project(s).

Utilities On-Going SMUD

39. Development should be phased to start adjacent to existing electrical infrastructure to minimize temporary overhead and/or underground electrical facilities.

Utilities On-Going SMUD

40. Development phases submitted for new service should include all lots fronting streets.

Utilities On-Going SMUD

Page 279 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 10 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

41. Sacramento-Yolo Mosquito and Vector Control District has provided the following general conditions for this project:
• Eliminate Standing Water
o Inspect the property regularly to remove
containers, debris, or equipment that can collect
water.
o Ensure that construction equipment and
uncovered materials do not trap rainwater.
o Fill or regrade low-lying areas where water
accumulates, especially after storm events.
• Comply with Stormwater Management Requirements
o Design and maintain retention/detention basins,
bioswales, and storm drains to prevent stagnant
water.
o Grade surfaces to promote proper flow and
prevent pooling.
o Keep storm drain inlets and outlets clear of silt,
sediment, and construction waste.
• Manage Water Features
o Permanent water features must be designed to
circulate water or be treated with biological
larvicides (e.g., Bti) or mosquitofish that are
approved by local vector control agencies.
o Temporary ponds or sediment basins must be
drained or treated regularly during development
phases.
• Site and Landscape Maintenance
o Maintain vegetation near water management
areas to prevent overgrowth that shelters
mosquitoes from natural predators.
o Avoid over-irrigation, which can cause runoff and
puddling.
• Construction Best Practices
Mosquito Control On-Going Mosquito &
Vector Control

Page 280 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 11 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
o Cover or drain water from tarps, trenches, and
foundation footings daily.
▪ Monitor erosion and sediment control
structures to ensure they are not
impeding proper drainage.

Prior to Approval of Improvement Plans

42. Prior to any ground disturbance or issuance of grading permits, improvement plans, or building permits, the applicant shall comply with all applicable requirements of the South
Sacramento Habitat Conservation Plan (SSHCP), including payment of fees and/or land dedication, as required.

SSHCP Prior to Issuance
of Grading or
Improvement
Plans
Planning

43. Drainage Study: Applicant shall prepare and submit a project specific drainage study that includes but is not limited to: a preand post-project drainage analysis of the project impacts, identification of offsite project impacts or required offsite improvements, and identification of proposed connections to the City’s Storm Drainage System with adequate supporting
calculations. The drainage study shall conform to the
requirements of the Sacramento City/County Drainage Manual (Volume 2), County of Sacramento Improvement Standards
(Section 9), and all other applicable City standards. The drainage study must be developed and stamped by a
Professional Engineer and determined by the City to be accurate and adequate.

Drainage Prior to Approval
of Improvement
Plans
Public Works

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 12 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

44. Stormwater Quality- Post Construction
The improvement plans shall incorporate all applicable post construction stormwater quality measures; including source control, treatment control, hydromodification management, low impact development, and full capture trash control measures into the site improvement plans in conformance with the most recent version of the Stormwater Quality Design Manual for the Sacramento Region. The applicant shall prepare and submit a Post-Construction Stormwater Quality Control Plan that includes details and sizing calculations of all the proposed post construction stormwater quality measures. In addition, a maintenance covenant is required for all proposed post
construction stormwater quality measures (including the Private Low Flow Pump for the Water Quality Basin), as detailed in Appendix B of the Stormwater Quality Design Manual for the Sacramento Region.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

45. Stormwater Quality– During Construction:

SWPPP – the applicant shall prepare a Storm Water Pollution Prevention Plan (SWPPP) to be executed through all phases of grading and project construction. The SWPPP shall incorporate Best Management Practices (BMPs) to ensure that potential water quality impacts during construction phases are minimized.

These measures shall be consistent with the City’s Improvement Standards and Land Grading and Erosion Control Ordinance.

During construction, the applicant shall implement BMPs in accordance with the SWPPP and the City’s Improvement
Standards.

Advisory Condition: Construction General Permit
The project applicant shall file a Notice of Intent (NOI) to obtain coverage under the National Pollutant Discharge Elimination System (NPDES) General Permit For Storm Water Discharges Associated With Construction And Land Disturbance Activities (Construction General Permit). Permits are issued by the State Water Resources Control Board.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

Page 282 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 13 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

46. The SWPPP for the site shall include a contingency plan for the implementation of a process to remove fine clay sediments prior to discharge to the City of Rancho Cordova’s storm drain system and/or Waters of the State (e.g., creeks, rivers) to the satisfaction of the City of Rancho Cordova. A polymer treatment system or comparable process shall be incorporated in the erosion and sediment control plan as part of the improvement plans submittal. This system shall be implemented by qualified professionals with training and proven experience in this field.

Such treatment shall be accomplished in a manner that does not pose a toxic threat to fish and other aquatic organisms in receiving waters.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

47. Drainage System Design:

The applicant shall submit and obtain City approval of plans and specifications for the construction of public improvements and all grading. The drainage system shall be designed in
accordance with the approved Drainage Study to accommodate runoff from the ultimate development and shall meet the City of Rancho Cordova’s Improvement Standards, construction
standards, and Floodplain Management Ordinances in effect at the time of improvement plans approval.

Drainage Prior to Approval
of Improvement
Plans
Public Works

48. All development within the City must comply with the City of Rancho Cordova’s Floodplain Management Ordinance. All new structures shall be protected from the 100-year (1 percent) flood event. Certified pad elevations (certified by a registered Civil Engineer or licensed Land Surveyor) shall be set at least one and two tenths foot (1.2') above all sources of 100-year flooding (see Section 9-1 of improvement standards). The overland release path must be shown on the improvement plans and the hydraulic computation must be provided to estimate the flow depths along the overland release paths. The calculations must be in conformance with Section 9-15 of the Improvement
Standards.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

Page 283 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 14 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

49. If a stormwater basin is proposed, it shall be designed with a natural appearance including meandering non-linear side slopes and include amenities such as trails and landscaping in accordance with the City’s Open Space Guidelines. The basin side slopes shall be 3:1 max.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

50. Provide a permanent concrete stamp, or other permanently applied message to the satisfaction of the City not including paint, which reads “No Dumping-Flows to Creek” or other approved message at each storm drain inlet.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

51. All storm drain facilities within private lots shall be privately maintained and shall be clearly labeled as “private” in the improvement plans.

Stormwater Prior to Approval
of Improvement
Plans
Public Works

52. Fees:

Pay the drainage impact fees to the satisfaction of the City of Rancho Cordova’s Public Works Department.

Drainage Prior to Approval
of Improvement
Plans
Public Works

53. Provide a level of streetlight illumination equivalent to that required for public streets for the entire portion of the private road system
Street
Improvements
Prior to Approval
of Improvement
Plans
Public Works

54. Enter into a frontage agreement and bond for construction of public improvements per the approved Public Works plans to the satisfaction of the Public Works Department.

Street
Improvements
Prior to Approval
of Improvement
Plans
Public Works

Page 284 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 15 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

55. A final landscape planting and irrigation plan for all on-site landscape improvements shall be submitted to and approved by the Planning Division prior to issuance of any building permit.

Off-site landscape improvements shall be reviewed and
approved by the Public Works Department through the
applicable improvement plans prior to approval of the
improvement plans. All landscaping shall be consistent with all applicable provisions of RCMC Chapter 23.716. The final landscape planting and irrigation plan shall be prepared by a registered landscape architect and include the following items pursuant to RCMC Section 22.180.060:
• Planting plan to scale that indicate slope
• Irrigation Plan
• Soils Test
• Water Use Calculations
• Irrigation Schedule
• Permeability test for LID facilities’ locations
• Soil media specifications (LID features)
Landscaping Prior to Issuance
of Building
Permits
Planning/Public
Works

56. Signage, striping, and similar measures shall be designed where needed to the satisfaction of the City Engineer. Locations will be determined at time of improvement plan submittal.

Street
Improvements
Prior to Approval
of Improvement
Plans
Public Works

57. All landscape strips, medians, etc. that contain trees shall be designed to include continuous root barriers. Trees shall be appropriately sized for their proposed planters.

Landscaping Prior to Approval
of Improvement
Plans
Public Works

58. Parking will be restricted on trash pick up days along all streets that propose to have trash pickup. Improvement Plans should include signage noting residents and visitors of this restriction.

Parking Prior to Approval
of Improvement
Plans
Public Works

Page 285 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 16 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

59. Per the City's General Plan and NTMP, traffic calming is required for all streets with more than 600 feet between stop control. All residential streets to include traffic calming every 600 feet if there is no stop control. Provide traffic calming to the satisfaction of the Public Works Department on streets including but not limited to A, B, and C. Including but not limited to raised cross walks, speed bumps, etc.

Traffic Prior to Approval
of Improvement
Plans
Public Works

60. Provide pedestrian connections at Parcels C, Q, and Loop Street to the satisfaction of the Public Works Department.

Pedestrian
Connections
Prior to Approval
of Improvement
Plans
Public Works

61. Entrances to Streets A, B, C, and D shall be standard intersection with curb return. Driveway’s will not be allowed.

Street
Improvements
Prior to Approval
of Improvement
Plans
Public Works

62. Entrances to the Alley’s shall be through a driveway at least 20ft in width and to the satisfaction of the city and developer.

Circulation Prior to Approval
of Improvement
Plans
Public Works

63. Record a maintenance agreement with the City for maintenance of private infrastructure in the City Right-of-Way.

Maintenance Prior to Approval
of Improvement
Plans
Public Works

64. Show the design for a fire access roadway of not less than 20- feet of unobstructed width, 13-feet, 6-inches of vertical clearance, and turning radii of 25 feet inside and 50 feet outside dimension on the improvement plans. The access roadway shall extend to within 150 feet of all portions of the exterior walls of the first story of any proposed building. The use of turf-block or Grass-Crete or similar alternate road surfaces is not approved for installation in fire apparatus access roadways. Alleyways 5- 9 exceed 150’ and are not provided with any turnarounds and all alleyways are required to be utilized for hose reach. Alleyways 5-9 shall meet the requirements of SMFD.

Fire Prior to Approval
of Improvement
Plans
SMFD

Page 286 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 17 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

65. Provide a note on the plans that reads, “Fire access roadways shall be built to bear a minimum of 80,000 pounds and meet the Sacramento County Public Works Standards for roadways. A report, prepared by a registered geotechnical engineer, verifying the ability of the road to bear the required minimum weight, shall be submitted with any plan indicating construction of roadway.

Verification of constructed roadway shall be provided by a registered geotechnical engineer prior to final of the project.” Fire Prior to Approval
of Improvement
Plans
SMFD

66. Show the location of the required fire hydrants for this project on the improvement plans. Approved fire hydrants capable of providing the required fire flow for the protection of any and all structures shall be located along the fire apparatus access roadway. The required fire hydrants shall be installed and operational prior to any construction (including foundations). The minimum required fire flow for the protection of residential developments with an area per building not exceeding 3,600 square feet is 1,000 gallons per minute (gpm) at a pressure of 20 pounds per square inch (psi) for a two-hour duration.

Fire Prior to Approval
of Improvement
Plans
SMFD

67. Show the design for an approved fire apparatus turnaround. The fire apparatus turnaround shall conform to Sacramento Metro Fire Districts, Fire Prevention Standard #3. The fire access turnaround shall be located within 50 feet of the end of the access roadway.

Fire Prior to Approval
of Improvement
Plans
SMFD

68. Show the design for a minimum of 2 remote fire access roadways. Two remote access roadways shall be provided when developments of one and two-two family dwellings exceed 39 dwelling units. Remote fire access roadways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the property or area to be served.

Fire Prior to Approval
of Improvement
Plans
SMFD

69. Installation of a public cleanout is required at the right-of-way.

These improvements must be shown on the plans.

Sewer Prior to Approval
of Improvement
Plans
SASD

Page 287 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 18 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

70. The minimum size for public sewer mainlines is 8-inch diameter.

Public sewer must be located within the right-of-way or a sewer easement. These improvements must be shown on the plans.

Sewer Prior to Approval
of Improvement
Plans
SASD

71. To obtain sewer service, construction of SacSewer sewer infrastructure will be required. Current SacSewer Standards and Specifications apply to any offsite or onsite public sewer construction or modification. These improvements must be shown on the plans. Field modifications to new or existing precast manhole bases are not allowed.

Sewer Prior to Approval
of Improvement
Plans
SASD

72. SacSewer requires each building on each lot with a sewage source to have a separate connection to SacSewer’s sewer system. If there is more than one building in any single parcel and the parcel is not proposed for split, then each building on that parcel must have a separate connection to a private onsite sewer line upstream of any connection to the SacSewer sewer.

Buildings on separate parcels must have a separate connection to a private or public sewer main line collector built to SacSewer’s standards. This includes pipes designed at a minimum of 8-inches in diameter and 48-inch manholes as needed. If a private sewer main line is desired, a Private Sewer Maintenance Agreement must be executed with SacSewer
before plan approval to ensure the private owner properly maintains the private main line collector. These improvements must be shown on the plans.

Sewer Prior to Approval
of Improvement
Plans
SASD

73. Private sewer main lines shall meet SacSewer Standards for collectors. A Private Sewer Maintenance Agreement shall be executed between SacSewer and the owner(s) of all lots to be served by the private sewer main line to ensure that the owner(s) will be solely responsible for the operation and maintenance of the onsite sewer, including the private main line.

Sewer Prior to Approval
of Improvement
Plans
SASD

74. Lower Laterals must not directly connect to main lines more than 19 feet deep / directly to trunk lines (lines with flow greater than 1 MGD). A connection to the 72-inch interceptor on International Dr & Kilgore Rd is not allowed.

Sewer Prior to Approval
of Improvement
Plans
SASD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 19 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

75. Sewer easements will be required to service this parcel. All public sewer easements will be dedicated to SacSewer in a form approved by the District Engineer. All public sewer easements will be at least 20 feet in width and will require continuous access for installation and maintenance. SacSewer will only provide maintenance in public rights-of-way and SacSewer dedicated sewer easements. No awning or overhang may encroach on the easement area. At minimum, an all-weather access road must be provided to all manholes.

Sewer Prior to Approval
of Improvement
Plans
SASD

76. Construction of sewer mainlines are prohibited within 100-year flood plains. The location of the 100-year flood plain must be shown on the improvement plan.

Sewer Prior to Approval
of Improvement
Plans
SASD

77. Permanent structures, walls, signs and footings will not be permitted within the SacSewer easement area.

Sewer Prior to Approval
of Improvement
Plans
SASD

78. All manholes not within public right of way must be accessible with an all-weather access road.

Sewer Prior to Approval
of Improvement
Plans
SASD

79. Alignment of all main lines and structures must provide a minimum of 1 foot vertical clearance and 5 feet horizontal clearance from all other utilities and improvements. Sewer is to be located a minimum of 10 feet (measured horizontally) from any structure or footing. Show public sanitary sewer and water supply facilities in accordance with the Health and Safety Code.

Sewer Prior to Approval
of Improvement
Plans
SASD

80. For this project, SacSewer requires a Level 3 sewer study prior to the submittal of improvement plans for plan check to SacSewer. The sewer study shall demonstrate the quantity of discharge and any “flow through sewage” along with appropriate pipe sizes and related appurtenances from this subject and other upstream areas and shall be done in accordance with
SacSewers’ most recent “Minimum Sewer Study
Requirements”. The study shall be done on a no “Shed-Shift” basis unless approved by SacSewer in advance and in
compliance with SacSewer Design Standards.

Sewer Prior to
Submittal of
Improvement
Plans
SASD

Page 289 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 20 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

81. Any landscaping within easement areas is limited to lawn or similar groundcover, or plant species that are not
environmentally protected and whose mature growth does not exceed five feet in height. When planting, place a root barrier system, such as trifluralin fabric, between the main lines or laterals and any trees or shrubs planted within the easement area.

Sewer Prior to Approval
of Improvement
Plans
SASD
Prior to Issuance of Building Permits

82. Property Owner/Developer shall record Covenants, Conditions and Restrictions (CC&Rs) in a form approved by the City that names the City as a third-party beneficiary with rights and without obligation to, enforce the CC&Rs. The CC&Rs shall contain, at a minimum, certain provisions and references to the City’s Property Maintenance Code and prohibit the parking of trailers, boats or recreational vehicles in the driveway or on the public street.

Record
CC&Rs
Prior to Issuance
of 1st Building
Permit
Planning/CDD

83. Submit production home masterplans and final landscaping and fence plans for review and approval by the Planning Division.

Master Plans shall include all architectural details and materials consistent with the approved design review packet. All
landscape and open space improvements, including the multiuse lawn, picnic area, and detention basin, shall be installed in accordance with the approved landscape plans and shall be properly maintained. Open-view and enhanced fencing and walls shall be installed consistent with the final fence plan to the satisfaction of the Planning Division.

Landscape and
architecture
Prior to Issuance
of Building
Permits
Planning/Building

84. Final landscape plan shall include the addition of weed barrier installed in all front yards and in addition, street side yards for all corner lots. Weed barriers shall be installed prior to installation of ground cover for each production home. Tree root barriers shall be installed per final landscape plans.

Weed & Root
Barrier
Prior to Issuance
of Building
Permits
Planning

Page 290 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 21 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring

85. Garage man doors shall be included as standard for each floor plan and shall be shown on Master Plans submitted to the Building and Safety Division.

Garage Door Prior to Issuance
of Building
Permits
Planning

86. The following criteria will be used to ensure the project meets the adopted design guidelines:
• Two of the same architectural styles or color schemes shall not be placed next to each other.
• No two of the same floor plans may be placed next to each other, unless they have different architectural styles. • For 50-foot wide lots, no more than three, two-story homes shall be placed adjacently.
• All trim, popouts, fascia, and final exterior façade elements shall be painted on all sides prior to final inspection. • Home elevations visible from a public right of way, trail, or open space shall provide enhanced features, as outlined in the approved design booklet.
• Any structure placed on a corner lot will be required to have the setbacks for corner lots, as described in the Rancho Cordova Municipal Code.

Plan Layout and
Architecture
Prior to Issuance
of Building
Permits/Final
Inspection
Planning

87. The Applicant shall pay the City a Community Renovation Fee in the amount of One Thousand Four Hundred Eighty-Five
Dollars and Twenty-Eight Cents ($1,485.28) when each building permit for a residential unit is issued with the project.

Fees Prior to Issuance
of Building
Permit
Community
Development

88. The Applicant shall pay a Community Places fee in the amount of One Thousand Eight Hundred Seven Dollars and Seven
Dollars and Seventy-One Cents ($1,807.71) per Single Family EDU when each building permit for residential development is issued within the Project.

Fees Prior to Issuance
of Building
Permit
Public Works

89. Applicant shall complete improvement plans to the satisfaction of the Public Works Department. Improvement plans shall include, but shall not be limited to:
• All onsite civil improvements
• Civil plan shall include an ADA access plan
Improvement Plans Prior to Issuance
of Building
Permits
Public Works

Page 291 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 22 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
• Frontage Improvements for Kilgore Road and International Drive as shown in the improvement plans shall be completed prior to the first (non-model home) Certificate of Occupancy.

Improvements include but are not limited to removing and replacing all driveways, sidewalk, curb and gutter to meet current ADA requirements and City Standards. Replace
existing rolled curb and gutter with Type 2 curb & gutter per Sacramento County Standard Drawing 4-30.
• Any damage to the existing driveway and curb ramp along Crawford Drive shall be repaired, which include and shall not be limited to curb, gutter, and sidewalk. Any obstructions to the sidewalk shall be relocated behind back of walk.
• Install a pedestrian traffic signal or equivalent crossing Kilgore Road (North of International Drive), near Street A will be triggered at the 75th building Certificate of Occupancy.

Ultimate pedestrian crossing type and location shall be to the satisfaction of the Public Works Department.
• Underground Communication Utilities along International Drive and Kilgore Road as proposed in the COMM Intent
exhibit dated March 4, 2026.
• Complete the trail connection to the Folsom South Canal Bike Trail and to the Stone Creek Community Bike Trail. (See Following COA)
• Replacement of damaged sidewalk, curb and gutter along property frontage of International Drive and Kilgore Road to the satisfaction of the Public Works Department. Sidewalk panels shall be replaced to the nearest joint
• Public improvement plans shall clearly delineate all
transitions to existing improvements
• Utility laterals
• All improvements need to be designed and constructed to the satisfaction of the Public Works Department.
• Complete onsite improvements shown on the improvement plans within onsite phase prior to first occupancy within that

Page 292 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 23 of 33 ends

90. Internal pedestrian access: Developer shall provide a stub from internal pedestrian access to the east property line of the project to accommodate possible future connection to Folsom South Canal trail.

External access to Folsom South Canal: Within the first twelve months from the date of project approval by City Council, the developer will use commercially reasonable efforts to obtain the necessary approvals from the US Bureau of Reclamation
(USBOR) to construct an at-grade pedestrian/bicycle connection from the project to the Folsom South Canal bike trail. The connection will be gated at the project boundary and will only be for use by residents of the project. If successful in obtaining the necessary approvals during that time period, or a reasonable extension thereof, the developer shall complete construction of the connection prior to issuance of certificate of occupancies for more than 50% of the residential units in the project. If developer is not able to obtain permits from USBOR within the timeframe noted above, no further action will be required by the developer.

Pedestrian Access Prior to
Exceeding 50%
Occupancy of
Residential Units
Public Works

91. The developer's acknowledgment of Park Development Impact Fees is noted. Fees are currently set at $12,347.74 per singlefamily dwelling (2025 rate) and are adjusted annually in accordance with City Code Section 16.83.200. These fees shall be paid to the City of Rancho Cordova for the benefit of CRPD prior to issuance of building permits.

Parks Prior to Issuance
of Building
Permits
CRPD

92. Certificate of Release (COR) plans shall be submitted for review and approval to the Sacramento Metropolitan Fire District for the following structures:

Single family dwellings, duplexes, ADU’s and manufactured homes that meet any of the following:
a) If the new dwelling exceeds 3,599 square feet or an ADU exceeds 1,200 sq. ft.

Fire Prior to Issuance
of Building
Permits
SMFD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 24 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
b) Constructed where no public water is available
c) Have the furthest point of the habitable structure more than 150 feet from a public paved road
d) Undergo an alteration/addition that results in an increase of 50 percent or more, and the final total area is over 3,599 square feet.

Note: Mobile homes and manufactured housing of any size require a COR from the Fire District.

93. Residential fire sprinkler plans shall be submitted for review and approval to the Sacramento Metropolitan Fire District for all new one and two family dwellings in accordance with the California Residential Code.

Fire Prior to Issuance
of Building
Permits
SMFD

94. Residential fire sprinkler plans will not be accepted before COR plans are submitted and approved.

Fire Prior to Issuance
of Building
Permits
SMFD

95. The owner must contact Permit Services Unit at
[email protected] or by phone at (916) 876-6100 to determine if SacSewer impact fees are due. Fees are to be paid prior to the issuance of building permits.

Sewer Prior to Issuance
of Building
Permits
SASD

96. Prior to issuance of a building permit, each newly developed lot must be connected to public water.

Environmental Prior to Issuance
of Building
Permits
EMD

97. Prior to issuance of a building permit, each newly developed lot must be connected to public sewer.

Environmental Prior to Issuance
of Building
Permits
EMD
Prior to/With Recordation of Final Map

98. The property owner shall establish a Homeowners' Association (HOA) and record Covenants, Conditions, and Restrictions (CC&Rs) against the property in a form approved by the City Attorney prior to the sale of any lot or unit. The CC&Rs shall provide for the creation, governance, operation, and
maintenance responsibilities of the HOA, including the perpetual maintenance of all common areas and private improvements for HOA Prior to
Recordation of
Final Map
Community
Development

Page 294 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 25 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
which the HOA is responsible. The City shall be named as a third-party beneficiary to the duties and covenants contained in the CC&Rs and shall have the right, but not the obligation, to enforce the CC&Rs through appropriate legal action. In any such enforcement action, the City shall be entitled to recover its costs of enforcement, including reasonable attorney's fees, as permitted by law.

99. Driveway access along Kilgore Road and International Drive where no Vehicle Ingress or Egress Rights exist, shall be abandoned.

Access Prior to/With
Recordation of
the Final Map
Public Works
100. The Ex Abutters Rights along International Drive will have to be adjusted or quitclaimed & remapped for access to Street B and Street C.

Remapping Prior to
Recordation of
Final Map
Public Works
101. Provide a note on the final map for private irrigation crossings and private storm drain infrastructure through City Right-of-Way for ownership and maintenance through the HOA.

Irrigation With
Recordation of
the Final Map
Public Works
102. Provide a note on the final map for private irrigation crossings and private storm drain infrastructure through City Right-of-Way for ownership and maintenance through the HOA.

Stormwater With
Recordation of
the Final Map
Public Works
103. Provide a drainage easement through the private alley’s and through Parcel AA, L, Q, X, Y, & Z for City Maintenance of public storm drain infrastructure.

Easement With
Recordation of
the Final Map
Public Works
104. Developer shall provide a private easement for public access within Parcels: C, CC, W, X, Y, and Z.

Easement With
Recordation of
the Final Map
Public Works
105. The Applicant shall form a Homeowner Association to manage the residential portions of the Property as a common interest development under the Davis-Stirling Common Interest
Development Act. The purpose of the Homeowner Association will be to enforce the rules and regulations adopted from time to time by its board of directors, enhance and protect the value, desirability, and attractiveness of the community, and discharge such other lawful duties and responsibilities as may be required pursuant to its bylaws and the declaration of CC&Rs to be HOA Prior to
Recordation of
Final Map
Public
Works/Planning

Page 295 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 26 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
recorded in the Office of the Recorder of Sacramento County, State of California, with respect to the residential planned development. The Homeowner Association may also, in the Applicant’s sole and absolute discretion, be formed to allow the Homeowner Association to own common area within the
residential portions of the Property. If the Applicant elects to have the Homeowner Association own common area, the
Homeowner Association shall repair, maintain, and manage said common areas. If City elects to (i) adopt a City program that includes enforcement of all or any provisions of the CC&Rs applicable to the Property and (ii) form a financing mechanism to fund the costs of such a program, City hereby agrees to exempt the Property from any special taxes 14 or assessments levied by City to fund the costs of said City program. Any such exemption shall be proportional to the extent the City program duplicates the CC&R enforcement program. Prior to recordation of the declaration of CC&Rs, Landowner agrees to provide City a reasonable opportunity to review and comment on the
provisions of said CC&Rs pertaining to (i) design review, (ii) any maintenance obligations that could otherwise be performed by the districts as conditioned herein and (iii) any enforcement obligations that are already included in the City program as identified in the conditions of approval to the extent such City program exists at the time of said review and comment period, provided that City shall not have any approval authority with respect to said CC&Rs. Any maintenance obligations
undertaken by the HOA shall be exempt from annexation from a city maintenance CFD.
106. Property Owner/Applicant shall participate in or provide a funding mechanism for maintenance services for the project’s stormwater drainage and flood protection system. This may be accomplished through annexation to the City’s Stormwater Utility Fee District, or other financial mechanism as may be proposed and provided by the Property Owner for the same Maintenance Prior to
Recordation of
Final Map
Public Works

Page 296 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 27 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
purpose of providing a funding mechanism to fund the operation and maintenance of the Project’s stormwater drainage and flood protection system. Costs associated with the annexation shall be borne by the Property Owner/Applicant through payment of the annexation costs in the amount of $7,000 per
annexation. Contact Khaliq McClean at (916) 851-8708 with regard to the process to satisfy this condition of approval. 107. Property Owner/Applicant shall participate in or provide a funding mechanism for maintenance services for the fair share of existing and all new public improvements associated with the project including, but not limited to, streets, bridges/culverts, traffic signals, traffic signs, striping and legends, ITS operations, street lights and safety lights, and public frontage and median landscape improvements. This may be accomplished through annexation to the City’s Communities Facilities District No. 2008-1 (Street Lighting and Road Maintenance). All costs associated with the annexation shall be borne by the Property Owner/Applicant through payment of the annexation costs of the CFD annexation in the amount of $5,000 per annexation.

Contact Khaliq McClean at (916) 851-8708 with regard to the process to satisfy this condition of approval.

Maintenance Prior to
Recordation of
Final Map
Public Works
108. Property Owner/Applicant shall participate in the provision of funding to provide transit-related services by voting to approve a special tax. The tax shall be the annual amount (with appropriate annual inflation adjustment) as established at the time of voting by the City Council. The election to provide for the tax shall be completed prior to the issuance of building permits.

The property owner shall be responsible for paying all costs associated with holding the election. The tax shall be due at the time specified in the ordinance imposing the tax. In addition, the Owner of the property shall hold a deed assessment in the form of Conditions, Covenants & Restrictions against the property, or other form as shall be approved by the City, which assessment will take effect in the event the special tax described in this Funding Prior to
Recordation of
Final Map
Public Works

Page 297 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 28 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
Condition of Approval is reduced or repealed. Contact: Khaliq McClean at (916) 851-8708 as there may be a 1-2 month lead time to satisfy this condition.
109. The Landowner shall support the annexation of the Project into the Police Services CFD and cover Landowner’s fair-share costs of the CFD annexation, not to exceed $5,000 for the Property.

City agrees that the CFD will provide that on lands designated for all residential land use categories, the base year Police Special Tax shall be $450.00 annually per residential dwelling unit, including multi-family units. The special tax imposed by the CFD will be payable on a parcel within the Property only after a building permit has been issued by City for the construction of a building on that particular parcel, and there will be no undeveloped land tax imposed by the CFD. The CFD shall
further provide that on each July 1 commencing July 1, 2012, the Police Special Tax shall be escalated by the increase, if any, in the City CPI Index. However, in no event shall the tax per parcel for any fiscal year be less than the amount established for the prior fiscal year. The CFD shall specify that the Police Special Tax shall commence being payable annually following the issuance of a building permit for each parcel subject to the Police Special Tax.

Annexation Prior to
Recordation of
Final Map
Public Works
110. Property Owner/Applicant shall participate in or provide a funding mechanism for maintenance services for the fair share of existing and all new community places and neighborhood greens as required by the City’s Open Space Standards. This may be accomplished through annexation to the City’s
Community Facilities District No. 2018-2 (Maintenance of Community Places and Neighborhood Greens), or other
financial mechanism as may be proposed and provided by the Property Owner for the same purpose of providing a financial mechanism to fund the operation and maintenance of the
Project’s public improvements related to community places and neighborhood greens. Costs associated with the annexation Maintenance Prior to
Recordation of
Final Map
Public Works

Page 298 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 29 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
shall be borne by the Property Owner/Applicant through
payment of the annexation costs of the CFD annexation in the amount of $7,000 per annexation. Contact Khaliq McClean at (916) 851-8708 with regard to the process to satisfy this condition of approval.
111. Enter into a Subdivision Improvement Agreement and provide a performance bond and labor and material bond.

Agreement Prior to
Recordation of
Final Map
Public Works
112. Dedicate public utility easements, for the installation and maintenance of water, gas, sewer, drainage facilities, traffic control devices and dry utilities as shown on the tentative map.

Easements Prior to
Recordation of
Final Map
Public Works
113. The final map shall show easements or other mapped provisions for the placement of centralized mail delivery units.

Easements Prior to
Recordation of
Final Map
Public Works
114. Dedicate right-of-way for the streets shown on the tentative map and install public street improvements pursuant to the City of Rancho Cordova Improvement standards
Improvements Prior to
Recordation of
Final Map
Public Works
115. CRPD acknowledges the applicant's agreement to provide Quimby in-lieu fees for the required 2.45 acres of parkland. The developer shall obtain a certified MAI appraisal determining the fair market value per gross acre in accordance with Rancho Cordova Municipal Code Section

22.40.045. The appraisal must be dated within six weeks of fee payment unless an extension is granted. All in-lieu fees shall be paid directly to CRPD prior to recordation of the Final Map or Parcel Map. CRPD concurs with the response and will issue written confirmation once payment and documentation are received.

Parks Prior to
Recordation of
Final Map
CRPD

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ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 30 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
116. CRPD also acknowledges the developer's acceptance of annexation into CRPD's Community Facilities District No. 01-01 (Villages at Zinfandel) for long-term maintenance funding of community park and trail assets. Annexation costs are the responsibility of the applicant, with a minimum deposit of $7,500 or actual cost required prior to initiation of the annexation process. The annexation must be completed prior to Final Map recordation. CRPD staff will coordinate directly with the applicant and City staff to initiate annexation proceedings upon receipt of the required
deposit.

Parks Prior to
Recordation of
Final Map
CRPD
117. Provide Fire Access Agreement between all parcels connected to and served by fire access. Fire Access Agreement shall be recorded with the Public Recorders Office having jurisdiction.

Fire Prior to
Recordation of
Final Map
SMFD
118. Provide Fire Access Roadway Maintenance Agreement (RMA) between all parcels connected to and served by the fire access roadway. The Fire Access Roadway Maintenance Agreement
shall be recorded with the Public Recorders Office having jurisdiction. The roadway maintenance agreement shall include the following:
a) Provisions for the necessary repair and maintenance of the roadway surface
b) Removal of vegetation overgrowing the roadway and
infringing on the roadway clear vertical height of thirteen feet six inches (13’ 6”) or width of twenty feet (20’)
c) Provisions for the maintenance, repair, and/or
replacement of NO PARKING-FIRE LANE signage or
striping
d) Provisions for the necessary repair and maintenance of vehicle and pedestrian access gates and opening
systems
This shall be provided for all alleyways
Fire Prior to
Recordation of
Final Map
SMFD

Page 300 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 31 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
Prior to Final Inspection/Occupancy
119. A concrete path shall be installed by the developer from the driveway to the side yard along with a concrete pad area for the storage of garbage receptacles behind the fence line. If the home is to be built with a man-door, the pathway shall connect to the man door, in addition to providing an area for receptacle storage.

Outdoor area Prior to Final
Inspection
Planning
120. Each home must be equipped with adequate outdoor lighting as well as an illuminated address plate located on the front elevation.

Lighting Prior to Final
Inspection
Planning
121. The exterior elevations and site features for all completed production homes shall match the approved architectural details, materials, and paint schemes, outlined in the Design Booklet (Exhibit A), as well as the final approved landscape plan.

All proposed changes to these elevations shall obtain written approval through the Planning Division prior to final inspection sign off.

Architectural
Consistency
Prior to Final
Inspection Planning
122. Enhanced architectural elevations shall be provided for all lots identified on the approved Enhanced Elevation Exhibit, including homes with elevations visible from public rights-of-way, open space areas, pedestrian pathways, and trails, to the satisfaction of the Planning Division.

Enhanced
Elevations
Prior to Final
Inspection
Planning

Page 301 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 32 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
123. During and upon completion of the installation of the landscaping for the project, the project landscape architect/designer shall certify that the installed landscape complies with the approved plans. Certification shall be accomplished by completion of site visits at key installation milestones. Key milestones at a minimum shall include: rough grade, soil amendment
verification, Plant material inspection, irrigation coverage test underdrain installation (as applicable) and final installation.

Certification shall include signed site observation reports, photographs and documentation verifying implementation of soil report recommendations. Failure to submit complete and
accurate documentation to the Planning Department will delay final approval/occupancy of the project.

Landscaping Prior to Final
Inspection of the
First Unit
Public Works
124. Upon completion of the installation of the landscaping, the designer shall certify that the landscape complies with all city water conserving landscape requirements. Certification shall be accomplished by completion of a certificate of compliance on a form approved by the director of the city public works
department. Failure to submit a complete and accurate
certificate of compliance will delay final approval of the project and/or discontinue water service per RCMC 22.180.090. Upon receipt of the certificate of compliance and site inspection from City staff, the landscaping performance bond will be released.

Landscaping Prior to Final
Inspection
Public Works
125. Install public and onsite improvements per the approved Public Works plans and to the satisfaction of the Public Works Department.

Prior to acceptance of the improvements, record drawings of grading and improvement plans in AutoCAD and pdf format, and a GIS Shape file shall be submitted and approved by the Public Works Department.

Improvements Prior to Final
Inspection of the
First Unit
Public Works

Page 302 of 456 ends

ITEM 10.1. ATTACHMENT 3
CONDITIONS OF APPROVAL Exhibit B to the Resolution

Page 33 of 33 ends

Planning Commission Capital Village Residences
September 23, 2026 Tentative Subdivision Map & Major Design Review Category Timing/
Implementation
Enforcement/
Monitoring
126. Applicant/Owner/Developer shall repair and replace all right-ofway damages caused by the construction of the building to the satisfaction of the Public Works Department. Damages include, but are not limited to: pavement, sidewalks, curbs, and gutters.

Damages Prior to
Occupancy
Public Works
127. Approved numbers or addresses shall be placed on all new or existing buildings in such a position as to be easily read from the street or road fronting the property. The minimum size of the numbers shall not be less than six (6) inches and shall be mounted immediately adjacent to a light source and shall also contrast with their background.

Each alleyway will need an address range for all homes.

Fire Prior to
Occupancy
SMFD
128. Residential roof coverings shall consist of materials having a minimum Class C rating.

Fire Prior to
Occupancy
SMFD
Advisory
129. CRPD will provide a Certificate of Completion confirming that all applicable CRPD fees and CFD annexation obligations have been satisfied. This certificate will be transmitted to the City's Public Works and Community Development Departments once payment and annexation are complete.

Parks Advisory CRPD
130. The installation of security gates across a fire apparatus access road shall be authorized by the Chief and meet the requirements of The County Emergency Access Gates and Barriers Standard.

Plans shall be submitted prior to installation.

Fire Advisory SMFD
131. If this property is sold prior to development, the seller shall disclose all SMFD conditions of approval to the buyer.

Fire Advisory SMFD
132. Subsequent applications, including time extensions, may be subject to additional SMFD Fire Conditions beyond those listed in this document. Fire conditions will only be added when significant life safety issues require remediation.

Fire Advisory SMFD
133. Public lower laterals must not be smaller than the upper laterals, sized according to the California Plumbing Code requirements.

Sewer Advisory SASD

Page 303 of 456 ends

INITIAL STUDY ADDENDUM
Capital Village Residences Project
SCH NO. 20220900063
Prepared for:

Guardian Commercial Real Estate, L.P.

November 2025
ITEM 10.1. ATTACHMENT 4

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ITEM 10.1. ATTACHMENT 4

Page 305 of 456 ends

INITIAL STUDY ADDENDUM
Capital Village Residences Project
SCH NO. 20220900063
Prepared for:

Guardian Commercial Real Estate, L.P.
5780 Fleet Street, Suite 225
Carlsbad, CA 92008
Contact:

Glen Powles
Senior Vice President of Planning and Acquisitions
760.759.2076
Prepared by:

Ascent
455 Capitol Mall, Suite 300
Sacramento, CA 95814
Contact:

Jessica Babcock
Project Manager
916.444.7301
20250171.01 November 2025
ITEM 10.1. ATTACHMENT 4

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ITEM 10.1. ATTACHMENT 4

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TABLE OF CONTENTS
Section Page
ACRONYMS AND ABBREVIATIONS ........................................................................................................................................................ II 1 INTRODUCTION ........................................................................................................................................................................ 1-1

1.1 Purpose of an Addendum...............................................................................................................................................1-1

1.2 Approved Project .............................................................................................................................................................. 1-2

1.3 Modified Project ................................................................................................................................................................ 1-5

1.4 Project Objectives............................................................................................................................................................ 1-16

1.5 Project Approvals ............................................................................................................................................................ 1-17 2 ENVIRONMENTAL CHECKLIST...............................................................................................................................................2-1

2.1 Aesthetics ............................................................................................................................................................................ 2-2

2.2 Agriculture and Forest Resources............................................................................................................................... 2-5

2.3 Air Quality ........................................................................................................................................................................... 2-8

2.4 Biological Resources....................................................................................................................................................... 2-11

2.5 Cultural Resources ......................................................................................................................................................... 2-20

2.6 Energy................................................................................................................................................................................. 2-22

2.7 Geology and Soils .......................................................................................................................................................... 2-24

2.8 Greenhouse Gas Emissions ......................................................................................................................................... 2-28

2.9 Hazards and Hazardous Materials ........................................................................................................................... 2-30

2.10 Hydrology and Water Quality.................................................................................................................................... 2-34

2.11 Land Use and Planning................................................................................................................................................. 2-38

2.12 Mineral Resources.......................................................................................................................................................... 2-40

2.13 Noise................................................................................................................................................................................... 2-42

2.14 Population and Housing.............................................................................................................................................. 2-45

2.15 Public Services ................................................................................................................................................................. 2-47

2.16 Recreation......................................................................................................................................................................... 2-50

2.17 Transportation................................................................................................................................................................. 2-52

2.18 Tribal Cultural Resources ............................................................................................................................................. 2-55

2.19 Utilities and Service Systems ...................................................................................................................................... 2-57

2.20 Wildfire............................................................................................................................................................................... 2-60

2.21 Mandatory Findings of Significance......................................................................................................................... 2-62 3 REFERENCES ...............................................................................................................................................................................3-1 4 REPORT PREPARERS ................................................................................................................................................................ 4-1 Figures
Figure 1-1 Approved Project Site...................................................................................................................................................... 1-3 Figure 1-2 Approved Site Plan ........................................................................................................................................................... 1-4 Figure 1-3 Modified Project Site........................................................................................................................................................ 1-6 Figure 1-4a Modified Site Plan – Sites 1 and 2................................................................................................................................ 1-7 Figure 1-4b Modified Site Plan – Close-up of Site 1...................................................................................................................... 1-9 Figure 1-4c Modified Site Plan – Close-up of Site 2.................................................................................................................... 1-11 Figure 1-5 Modified Project Rendering......................................................................................................................................... 1-13 Figure 2-1 South Sacramento Habitat Conservation Plan Baseline Landcover Types................................................. 2-13 Tables
Table 1-1 Proposed Dwelling Units and Commercial Space in the Approved and Modified Projects ................... 1-5 Table 2.4-1 Special Status Plant Species Known to Occur in the Project Region and Their Potential for Occurrence on the Project Site.................................................................................................................................. 2-16 Table 2.17-1 Trip Generation Comparison...................................................................................................................................... 2-53 ITEM 10.1. ATTACHMENT 4

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LIST OF ABBREVIATIONS
% percent
AB Assembly Bill
ADU accessory dwelling unit
APN Assessor’s Parcel Number
bgs below the ground surface
BMP best management practices
C&D Construction and Demolition
CAAP Climate Action and Adaptation Plan
CALGreen California Green Building Standards Code
CDFW California Department of Fish and Wildlife
CEQA California Environmental Quality Act
CESA Survey Considerations for California Endangered Species Act City City of Rancho Cordova
CNDDB California Natural Diversity Database
DTSC Department of Toxic Substances Control
DU dwelling units
EV electric vehicle
GHG greenhouse gas
IS/MND Initial Study/Mitigated Negative Declaration
ITP incidental take permit
KSF 1,000 square feet
MS4 municipal separate storm sewer system
MTCO2e/year metric tons of carbon dioxide equivalent per year Not Applicable N/A
NPDES National Pollutant Discharge Elimination System
OPMU Office Professional Mixed-Use
PRC Public Resources Code
SDQM Stormwater Quality Design Manual
SMAQMD Sacramento Metropolitan Air Quality Management District SMUD Sacramento Municipal Utility District
SQDM Stormwater Quality Design Manual
SSHCP South Sacramento Habitat Conservation Plan
SWPPP Stormwater Pollution Prevention Plan
SWRCB State Water Resources Control Board
UDA Urban Development Area
VHFHSZ Very High Fire Hazard Severity Zone
VMT vehicle miles travelled
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1 INTRODUCTION
This document constitutes an addendum to the Initial Study/Mitigated Negative Declaration (IS/MND) for the Residences at Capital Center Project (previously proposed project) (State Clearinghouse No. 2022090063), adopted by the City of Rancho Cordova (City) on December 5, 2022. The approved project involves the development of 417 dwelling units, consisting of 240 multifamily units and 177 townhome rental units with residential amenities, and approximately 1 acre planned for commercial-retail use on a 22.9-acre site. This IS/MND addendum has been prepared to address changes to the approved project in response to changing market conditions. The modified project involves the development of 166 single family homes, consisting of 135 single family homes and 59 accessory dwelling units (ADUs), and space for commercial-retail use on the original 22.9-acre site. An additional 31 single family homes would be located on a separate 5-acre parcel.

1.1 PURPOSE OF AN ADDENDUM
Once an MND has been prepared and adopted for a project, no additional environmental review is required unless certain conditions are met, at which point subsequent review under the California Environmental Quality Act (CEQA) may be necessary. CEQA establishes the type of environmental documentation required when changes occur after an MND is adopted. Public Resources Code (PRC) Section 21166 and State CEQA Guidelines Sections 15162-15164 define the standards for determining the appropriate level of subsequent environmental review. Specifically, Section 15164(a) of the State CEQA Guidelines states that: “an addendum to an adopted negative declaration may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred.” Section 15162 of the State CEQA Guidelines outlines the following conditions that would trigger preparation of a subsequent negative declaration:
 Substantial changes are proposed to the project which will require major revisions in the previous negative declaration due to the involvement of new significant environmental effects or a substantial severity in the of previously identified significant effects.

As demonstrated throughout Chapter 2 of this document, the modified project would not result in any new or more severe impacts than disclosed in the 2022 IS/MND
 Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions to the previous negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

As demonstrated throughout Chapter 2 of this document, the conditions under which the project would occur are not substantially different than those disclosed in the 2022 IS/MND  New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the pervious negative declaration was adopted shows any of the following: the project will have one or more significant effects not discussed in the previous negative declaration; significant effects previously examined will be substantially more severe; mitigation measure previously found to be infeasible would in fact be feasible and would reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure; or mitigation measures that are considerably different from those analyzed in the previous document would substantially reduce one or more significant effects but the project proponents decline to adopt the mitigation.

As demonstrated throughout Chapter 2 of this document, there is no new information in the record which indicates that the modified project would result in any new or more significant effects. The City did not find any of the mitigation in the 2021 IS/MND infeasible, and no new mitigation that would substantially reduce impact identified in the 2021 IS/MND has been identified that the project proponent has declined to adopt.

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If new significant impacts beyond those addressed in the adopted MND or a substantial increase in the severity of impacts would result, then preparation and circulation of a subsequent MND for additional public review may be required. However, when it can be determined that neither the proposed changes to the project, changed circumstances, nor new information result in the identification of new significant impacts or a substantial increase in the severity of impacts evaluated in the adopted MND, an addendum to the MND may be prepared. An addendum does not need to be circulated for public review, but it can be included in or attached to the adopted MND.

Based on this regulatory guidance, an addendum to the adopted 2022 IS/MND was determined to be the appropriate environmental documentation for the modified project. The modified project would not result in any new significant impacts or impacts of greater severity than contemplated in the 2022 IS/MND as documented in the analysis that follows. This addendum to the 2022 IS/MND was prepared pursuant to CEQA Guidelines Section 15164 to address project changes since adoption of the 2022 IS/MND.

1.2 APPROVED PROJECT
The approved project, as described in the 2022 IS/MND, was envisioned as a modern mixed-use residential infill development with a destination commercial-retail component on a 22.9-acre site northeast of the International Drive and Kilgore Road intersection in the City of Rancho Cordova (Figure 1-1). The approved project consists of 417 dwelling units (240 multifamily units and 177 townhome rental units) with a density of 18.28 dwelling units per acre (Figure 1-2). The community was designed with open space and recreational amenities, including private clubhouse buildings with pools and fitness centers, dog parks, children’s playgrounds, and barbeque and lounge areas. The buildings would have a modern-contemporary design and would range in height between 20 to 30 feet tall. The approved project also includes approximately 5,000 square feet of commercial-retail building area with approximately 8,800 square feet of outdoor area on approximately 1 acre in the northwest corner of the approved project site. The approved site plan includes three access points off of Kilgore Road. Construction of the approved project was estimated to occur over 3 years.

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Source: Prepared by Ascent in 2022.

Figure 1-1 Approved Project Site
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Source: Prepared by BSB Design and adapted by Ascent in 2022.

Figure 1-2 Approved Site Plan
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1.3 MODIFIED PROJECT
The modified project includes 135 detached single-family homes, 59 attached ADUs, and commercial space on the original 22.9-acre site (Site 1), along with 31 single family homes on a 5-acre parcel located on the southwest corner of International Drive and Kilgore Road (Site 2). In total, the modified project consists of 166 single family homes, with an overall density of 7.5 dwelling units per acre. Site 1 encompasses Assessor’s Parcel Numbers (APNs) 072-0260-057, -058, -059, and -060, and Site 2 encompasses APN 072-0680-048. Table 1-1 compares the total acreage, residential dwelling units, and commercial acreage planned in the approved and modified projects.

Table 1-1 Proposed Dwelling Units and Commercial Space in the Approved and Modified Projects Approved Project Modified Project
Total Acreage 22.8 26.97
Dwelling Units 417 166
Net Density (dwelling units/acre) 18.3 7.5
Commercial (square feet) 13,800 13,800
Figure 1-3 shows the modified project site and Figures 1-4a through 1-4c depict the modified site plan. The singlefamily homes would consist of one- and two-story floor plans in modern, classic, and traditional farmhouse styles (Figure 1-5). The design for the proposed residences includes tile and shingle roofing, cement board and batten siding, stucco finish, brick veneer, and metal garage doors. The commercial component would have approximately 5,000 square feet of building area and 8,800 square feet of outdoor area, similar to the original entitlements of the approved project. The site plan includes four new internal public roads (Streets A, B, and C for Site 1 and Loop Street for Site 2) that would provide access to the proposed residences from Kilgore Road and International Drive.

The modified project also includes approximately 1 acre of open space and parkland distributed throughout Sites 1 and 2, consisting of pedestrian paths, common open spaces, picnic areas, play nodes, a multi-use lawn, and a tot lot.

In accordance with Rancho Cordova Municipal Code Chapter 22.180, “Water Use and Conservation,” and the Model Water Efficient Landscape Ordinance, the landscape plan proposes native and climate-adapted landscaping and water efficient irrigation systems. The modified project proposes bioretention basins at Sites 1 and 2 to collect stormwater runoff from the new development. Residential lighting would be shielded and directed downward to reduce light trespass to adjacent properties and public rights-of-way, consistent with all applicable lighting standards in Chapter 23.725, “Outdoor Lighting,” of the Rancho Cordova Municipal Code.

Site 1 would connect to existing 8-inch sanitary sewer, 12-inch water, and 18-inch/24-inch storm drain pipes in Kilgore Road or existing 16-inch water lines and 18-inch storm drains in International Drive. Site 2 would connect to existing 24-inch storm drain and 8-inch sanitary sewer pipes in International Drive and 12-inch water pipes in Kilgore Road.

Water would be provided by Golden State Water Company, Sacramento Area Sewer District would provide wastewater service, and the City would maintain storm drains. No offsite improvements would be required.

Construction is estimated to occur over 3 years. Construction activities would involve approximately 60,000 cubic yards of cut and fill. The entire site would be graded, with a maximum of 3 acres graded in a single day for a total of 6,000 cubic yards of daily cut and fill. Like the approved project, the modified project would be required to adhere to established regulations and permit requirements, including Sacramento Metropolitan Air Quality Management District guidelines for reducing emissions.

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Source: Prepared by Ascent in 2025.

Figure 1-3 Modified Project Site
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Source: Prepared by CBG and adapted by Ascent in 2025.

Figure 1-4a Modified Site Plan – Sites 1 and 2
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Source: Prepared by CBG and adapted by Ascent in 2025.

Figure 1-4b Modified Site Plan – Close-up of Site 1
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Source: Prepared by CBG and adapted by Ascent in 2025.

Figure 1-4c Modified Site Plan – Close-up of Site 2
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Source: Prepared by KTGY and adapted by Ascent in 2025.

Figure 1-5 Modified Project Rendering
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Project Commitments

BUILDING DESIGN AND ENERGY EFFICIENCY
The modified project would commit to similar project design features as the approved project, including all electric residential development, planting of trees, participation in SMUD’s SolarShare program, and investments in bicycle, cool roofing, and EV charging infrastructure exceeding the Tier 2 voluntary requirements of the CalGreen Code.

BIOLOGICAL RESOURCES PROTECTION MEASURES
There are three species that have been recognized as special-status due to population decline since the adoption of the 2022 IS/MND: Crotch’s bumble bee (Bombus crotchii), Monarch butterfly (Danaus plexippus), and spicate calycadenia (Calycadenia spicata). Although the decline of these species was known at the time the 2022 IS/MND was prepared, because they were not listed and there were not protocols in place to address these species in the project area, the 2022 IS/MND does not address these species. These species are also not covered by the South Sacramento Habitat Conservation Plan (SSHCP), which the City began implementing in 2019. Importantly, the declining status of these species was known in 2021 and project modifications evaluated in this addendum do not substantially change the potential for the development to result in effects. Nonetheless, in recognition of the potential for the modified project to disturb vacant land with potential to provide habitat for these species, the applicant proposes the following measures:

Project Measure 1: Crotch’s Bumble Bee Survey and Avoidance A qualified biologist familiar with bumble bees of California and experienced using survey methods for bumble bees will conduct a habitat assessment and focused survey for Crotch’s bumble bees before the start of any grounddisturbing activities. Surveys will be performed between April and August, when floral resources and ideal weather conditions are present and Crotch’s bumble bee is most likely to be identified. The biologist will follow the methods in Survey Considerations for California Endangered Species Act (CESA) Candidate Bumble Bee Species (CDFW 2023) or any subsequent protocol approved by the California Department of Fish and Wildlife (CDFW). At least three onsite surveys will take place prior to the initiation of ground disturbing activities. Each survey will be spaced 2-4 weeks apart. The applicant will provide the City of Rancho Cordova with a survey report, which the City can submit to CDFW.

If Crotch’s bumble bees are detected during the focused surveys, the biologist will immediately notify the City, which will notify CDFW within 24 hours, and appropriate avoidance measures will be implemented. Avoidance measures may include protective buffers around active nesting colonies or overwintering queens until these sites are no longer active. (A qualified biologist, in consultation with CDFW, would determine the appropriate buffer size to protect nesting colonies or overwintering queens.)
If crotch’s bumble bee cannot be avoided, the applicant would be required to obtain an incidental take permit (ITP) from CDFW and implement all measures included in the ITP to reduce the amount of take and offset the loss of individuals or their habitat from the project site and provide compensatory mitigation for the loss of individuals or habitat. This mitigation would occur pursuant to the California Endangered Species Act. The prescription of mitigation would occur through the permitting process and would be overseen by CDFW. Compensatory mitigation for the loss of individual bumblebees or their habitat may include:

1. Preserving existing habitat outside of the project site in perpetuity; this may entail purchasing mitigation credits and/or lands from a CDFW- or USFWS-approved entity in sufficient quantity to offset the residual significant impacts, generally at a ratio of 1:1 for habitat; and

2. Restoring or enhancing existing habitat within the project site or outside of the project site but within the range of the species in the City limits.

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Project Measure 2: Monarch Survey and Avoidance
No more than 14 days prior to implementing project activities that would result in ground disturbance or vegetation removal during the time when milkweed plants could host monarch eggs or caterpillars (approximately mid-March through late September), a qualified biologist will conduct focused surveys for milkweed plants and inspect these plants for monarch eggs, larvae (i.e., caterpillars), and pupae. If monarch eggs, caterpillars, or pupae are found, the host plants will be avoided until metamorphosis is completed and adult butterflies emerge and leave the host plant. If no eggs, caterpillars or pupae are detected, the qualified biologist shall submit a report summarizing the results of the survey to the City of Rancho Cordova, and further mitigation shall not be required.

Project Measure 3: Spicate Calycadenia Survey and Compensation Prior to project initiation and during the blooming period (May-September) for spicate calycadenia, a qualified botanist will conduct protocol-level surveys of the modified project site. If no special-status plants are found, the botanist will document the findings in a letter report to CDFW, and the City of Rancho Cordova and no further actions will be required.

If spicate calycadenia are found that cannot be avoided during construction, the project proponent will consult with CDFW to determine the appropriate compensation to achieve no net loss of occupied habitat or individuals. This may include preserving and enhancing existing populations and/or restoring or creating suitable habitat in sufficient quantities to achieve no net loss of occupied habitat and/or individuals (potentially including the SSHCP preserves outside of the project area).

Success criteria for preserved and compensatory populations will include:
 The extent of occupied area and plant density (number of plants per unit area) in compensatory populations will be equal to or greater than the affected occupied habitat.  Compensatory and preserved populations will be self-producing. Populations will be considered self-producing when:
 plants reestablish annually for a minimum of five years with no human intervention such as supplemental seeding; and
 reestablished and preserved habitats contain an occupied area and flower density comparable to existing occupied habitat areas in similar habitat types in the project vicinity.

1.4 PROJECT OBJECTIVES
The objectives for the modified project are generally consistent with those of the approved project, as stated on page 2-1 in Section 2.3, “Project Objectives,” of the 2022 IS/MND, but have been revised to reflect changing market conditions:
 Develop a high-quality walkable community on an infill site at Capital Center.  Design a community that is complementary in look and feel to the existing office park through attractive modern farmhouse architectural design and landscaping.
 Provide an open-air, community-oriented commercial space proximate to the proposed residential development, existing office park, and soccer facilities.
 Provide diverse housing opportunities in an infill location that is proximate to prominent employment and retail nodes that promotes walking and cycling as alternatives to driving, as well as a “live-work-play” environment.  Take advantage of pedestrian and cycling connectivity opportunities through improved utilization of existing Rancho Cordova infrastructure. Promote increased cycling between the Residences Project and nearby amenities, shopping at Capital Village, office buildings at Capital Center and Prospect Park, and the Folsom South Canal Recreational Trail.

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1.5 PROJECT APPROVALS
The approvals required for the modified project are consistent with those required for the approved project, as stated on page 2-7 in Section 2.6, “Project Approvals,” of the 2022 IS/MND:
 City of Rancho Cordova City Council approval of a Conditional Use Permit and Major Design Review  Sacramento Metropolitan Air Quality Management District: Project Approval  Sacramento Metropolitan Fire District: Plan Review
 South Sacramento Habitat Conservation Plan permit
 Cordova Recreation and Park District certificate of compliance ITEM 10.1. ATTACHMENT 4

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2 ENVIRONMENTAL CHECKLIST

APPROACH TO ANALYSIS
The City has determined that, in accordance with PRC Section 21166 and State CEQA Guidelines Sections 15162-15164, minor technical changes or modifications to the 2022 IS/MND are necessary to address changes to the approved project. An addendum to an adopted IS/MND is prepared when changes to a project are required, and the changes:
(1) will not result in any new significant environmental effects, and (2) will not substantially increase the severity of previously identified effects.

The analysis of environmental effects provided below addresses the same topics evaluated in the 2022 IS/MND. Each of the following resource-specific subsections begins with a checklist. The purpose of this checklist is to evaluate whether any of the conditions described in CEQA Guidelines Section 15162 calling for the preparation of a subsequent environmental document have occurred. The row titles of the checklist include the full range of environmental topics, as presented in Appendix G of the State CEQA Guidelines. The column titles of the checklist have been modified from the Appendix G presentation to help answer the questions to be addressed pursuant to PRC Section 21166 and CEQA Guidelines Section 15162. A “No” answer does not necessarily mean that there are no potential impacts relative to the environmental category, but that there is no change in the condition or status of the impact because it was analyzed and addressed in the 2022 IS/MND. For instance, the environmental categories might be answered with a “No” in the checklist because the modified project would not result in new or substantially more severe environmental impacts than were identified for the approved project in the 2022 IS/MND, and the environmental impact significance conclusions of the 2022 IS/MND remain applicable. The purpose of each column of the checklist is described as follows:

Impact Conclusion in 2022 IS/MND
This column identifies the impact conclusion from the 2022 IS/MND based on an evaluation of the approved project against each of the environmental issues identified in the CEQA Environmental Checklist. The possible impact conclusions are “No Impact,” “Less Than Significant Impact,” “Less Than Significant with Mitigation Incorporated,” or “Significant Impact.” However, none of the impacts from the approved project were determined to be significant after implementation of mitigation measures.

Do Proposed Changes Involve New or Substantially More Severe Significant Impacts? This question is answered with a “Yes” or “No,” as substantiated by the discussion provided below the table. If the response is “Yes,” subsequent environmental review may be required. However, as shown in the environmental analysis below, none of the proposed changes to the approved project would involve new or substantially more severe significant impacts.

Do Any New Circumstances Involve New or Substantially More Severe Significant Impacts? This question is answered with a “Yes” or “No,” as substantiated by the discussion provided below the table. If the response is “Yes,” subsequent environmental review may be required. However, as shown in the environmental analysis below, no new circumstances would involve new or substantially more severe significant impacts.

Do the Mitigation Measures in the 2022 IS/MND Address or Resolve Impacts, Including Impacts That Would Otherwise be New or Substantially More Severe? When the approved project may result in a potentially significant impact, this question is answered with a “Yes” or “No,” as substantiated by the discussion provided below the table. The 2022 IS/MND mitigation measures are summarized and cross referenced, and the mitigation measures applicable to the modified project are summarized in the discussion. This question is answered with “N/A” (Not Applicable) when mitigation measures are not required to address impacts from the modified project (i.e., when the impact conclusion is “No Impact” or a “Less Than Significant Impact”).

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2.1 AESTHETICS

ENVIRONMENTAL ISSUES
Impact
Conclusionin
2022 IS/MND
Do Proposed
Changes
Involve New or
Substantially
More Severe
Significant
Impacts?
Do Any New
Circumstances
Involve New or
Substantially
More Severe
Significant
Impacts?
Do the
Mitigation
Measures in
the 2022
IS/MND
Addressor
Resolve
Impacts,
Including
Impacts That
Would
Otherwise be
New or
Substantially
More Severe?
I. Aesthetics.

Except as provided in Public Resources Code section 21099 (where aesthetic impacts shall not be considered significant for qualifying residential, mixed-use residential, and employment centers), would the project:
a) Have a substantial adverse effect on a scenic vista? No Impact No No N/A b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic
buildings within a state scenic highway?
No Impact No No N/A
c) In non-urbanized areas, substantially degrade the
existing visual character or quality of public views of the site and its surroundings? (Public views are those
that are experienced from publicly accessible vantage
points.) If the project is in an urbanized area, would
the project conflict with applicable zoning and other
regulations governing scenic quality?
Less Than
Significant
Impact
No No N/A
d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the
area?
Less Than
Significant
Impact
No No N/A

2.1.1 Environmental Setting
The environmental setting for the modified project site with respect to aesthetics is generally consistent with that of the approved project site, as described on pages 3-5 and 3-6 in Section 3.1.1, “Environmental Setting,” of the 2022 IS/MND. The modified project site includes the 22.9-acre project site evaluated in the 2022 IS/MND (Site 1) and an additional 5-acre parcel (Site 2), approximately 0.1 mile southwest of Site 1. Like Site 1, Site 2 is vacant and surrounded by urban development on all sides, including government facilities to the west, medical offices to the north, and single-family residences to the east and south. Site 2 does not contain scenic resources and is not within the viewshed of a scenic vista or state scenic highway. Site 2 does not have onsite sources of light or glare, but receives spillover lighting from adjacent urban development.

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2.1.2 Discussion
a) Have a substantial adverse effect on a scenic vista? Section 3.1.2(a) on page 3-6 of the 2022 IS/MND evaluates the potential for the approved project to result in a substantial adverse effect on a scenic vista. The 2022 IS/MND concludes that no impact on scenic vistas would occur because the approved project site does not offer views of scenic vistas and is not within the viewshed of a scenic vista. In addition, the approved townhomes, multi-family residences, and commercial space (ranging from 20 to 37 feet tall) would be similar in height to the single- and multi-story buildings in the project vicinity. Consistent with the approved project, the single-family homes and commercial space proposed under the modified project would not be visible from scenic vistas and would be similar in height to other buildings in the project vicinity (i.e., one and two stories). Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to scenic vistas. No substantial change from the previous conclusions in the 2022 IS/MND would occur.
b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Section 3.1.2(b) on page 3-6 of the 2022 IS/MND evaluates the potential for the approved project to substantially damage scenic resources within a state scenic highway. The 2022 IS/MND concludes that no impact on state scenic highways would occur because the approved project site is approximately 15 miles northeast of the nearest state scenic highway and is not in the viewshed of any state scenic highway. In addition, the approved project site is vacant and does not contain any scenic resources. Consistent with the approved project site, the modified project site is not within the viewshed of a state scenic highway and does not contain any scenic resources. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to scenic resources within a state scenic highway. No substantial change from the previous conclusions in the 2022 IS/MND would occur.
c) In non-urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publicly accessible vantage points.) If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality?
Section 3.1.2(c) on pages 3-6 and 3-7 of the 2022 IS/MND evaluates the potential for the approved project to conflict with applicable zoning and other regulations governing scenic quality. The 2022 IS/MND concludes that a less-thansignificant impact would occur because the approved townhomes, multi-family residences, and commercial space would be allowed uses within the Office Professional Mixed-Use (OPMU) Zoning District. In addition, the approved development would be designed in accordance with the City’s Design Guidelines (City of Rancho Cordova 2005) and the landscaping would be consistent with the landscaping standards in Chapter 23.716 of the Rancho Cordova Municipal Code.

Like the approved project site, the modified project site is in an urbanized area and entirely within the OPMU Zoning District. The modified project proposes 166 single-family homes (59 of which would include attached accessory dwelling units [ADUs]) with an overall density of 7.5 dwelling units per acre. The density requirement for mixed-use developments with residential uses in the OPMU Zoning District is 10 to 18 dwelling units per acre; however, the requirement for residential projects is a minimum of four units (Chapter 23.313, “Mixed-Use Zoning Districts,” of the Rancho Cordova Municipal Code). Therefore, the modified project does not conflict with applicable regulations for the OPMU Zoning District that govern density, which help to preserve the scenic quality of the area by preventing buildings from overwhelming the landscape or blocking views. The single-family homes would consist of one- and two-story floor plans in modern, classic, and traditional farmhouse styles (Figure 1-5). Like the approved project, the modified project would be designed in accordance with the City’s Design Guidelines (City of Rancho Cordova 2005), which were adopted in part to ensure that new developments are aesthetically pleasing and consistent with the City’s ITEM 10.1. ATTACHMENT 4

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overall visual character. The modified project proposes one- and two-story structures, which would be less visually prominent than the three-story structures included in the approved project. Landscaping would be consistent with Chapter 23.716, “Landscaping,” of the Rancho Cordova Municipal Code, which was adopted in part to enhance the appearance of developments.

Furthermore, the modified project would be subject to review and approval as part of the City’s design review process. Consistency with adopted City regulations governing scenic quality would be enforced through this review process, which would limit any adverse visual effects. The character of the modified project would be consistent with existing residential communities viewed from area roadways and the Stone Creek Community Bike Trail. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to conflicts with applicable zoning and other regulations governing scenic quality. No substantial change from the previous conclusions in the 2022 IS/MND would occur. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?
Section 3.1.2(d) on page 3-7 of the 2022 IS/MND evaluates the potential for the approved project to create a new source of substantial light or glare that would adversely affect day or nighttime views in the project area. The 2022 IS/MND concludes that a less-than-significant impact would occur because the proposed light sources would be consistent with the City of Rancho Cordova Zoning Code lighting standards and no surfaces with potential to cause substantial glare are proposed. Like the approved project, the proposed single-family residences and commercial uses under the modified project would introduce new light sources on parcels that are currently undeveloped.

However, lighting from the modified project would be shielded and directed downward to reduce light trespass to adjacent properties and public rights-of-way, consistent with all applicable lighting standards in Chapter 23.725, “Outdoor Lighting,” of the Rancho Cordova Municipal Code. The proposed lighting plan would be subject to review and approval as part of the City’s design review process. In addition, lighting would be consistent with existing light sources in the project vicinity that are characteristic of an urban environment. The design for the proposed residences includes tile and shingle roofing, cementitious board and batten siding, stucco finish, brick veneer, and metal garage doors. No reflective surfaces with potential to cause glare are proposed. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to light and glare. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

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2.2 AGRICULTURE AND FOREST RESOURCES

ENVIRONMENTAL ISSUES
Impact
Conclusion in
2022 IS/MND
Do Proposed
Changes
Involve New or
Substantially
More Severe
Significant
Impacts?
Do Any New
Circumstances
Involve New or
Substantially
More Severe
Significant
Impacts?
Do the
Mitigation
Measures in
the 2022
IS/MND
Address or
Resolve
Impacts,
Including
Impacts That
Would
Otherwise be
New or
Substantially
More Severe?
II. Agriculture and Forest Resources.

In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997, as updated) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland.

In determining whether impacts to forest resources, including timberland, are significant environmental effects, lead agencies may refer to information compiled by the California Department of Forestry and Fire Protection regarding the state’s inventory of forest land, including the Forest and Range Assessment Project and the Forest Legacy Assessment project; and forest carbon measurement methodology provided in Forest Protocols adopted by the California Air Resources Board.

Would the project:
a) Convert Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance (Important
Farmland), as shown on the maps prepared pursuant
to the Farmland Mapping and Monitoring Program
of the California Resources Agency, to nonagricultural use? No Impact No No N/A
b) Conflict with existing zoning for agricultural use or a Williamson Act contract?
No Impact No No N/A
c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code
section 12220(g)), timberland (as defined by Public
Resources Code section 4526), or timberland zoned
Timberland Production (as defined by Government
Code section 51104(g))?
No Impact No No N/A
d) Result in the loss of forest land or conversion of
forest land to non-forest use?
No Impact No No N/A
e) Involve other changes in the existing environment,
which, due to their location or nature, could result in conversion of Farmland to non-agricultural use or
conversion of forest land to non-forest use?
No Impact No No N/A
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2.2.1 Environmental Setting
The environmental setting for the modified project site with respect to agriculture and forestry resources is generally consistent with that of the approved project site, as described on page 3-8 in Section 3.2.1, “Environmental Setting,” of the 2022 IS/MND. Like Site 1, Site 2 is currently vacant, within the OPMU Zoning District, and is classified as Urban and Build Up Land by the California Department of Conservation Farmland Mapping and Monitoring Program.

2.2.2 Discussion
a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Important Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to nonagricultural use? Section 3.2.2(a) on page 3-9 of the 2022 IS/MND evaluates the potential for the approved project to convert Important Farmland to non-agricultural use. The 2022 IS/MND concludes that no impact on Important Farmland would occur because the approved project site is not designated as Important Farmland and does not contain agricultural uses. Consistent with the approved project site, the modified project site is not designated as Important Farmland and does not contain agricultural uses (DOC 2022). Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to Important Farmland. No substantial change from the previous conclusions in the 2022 IS/MND would occur. b) Conflict with existing zoning for agricultural use or a Williamson Act contract? Section 3.2.2(b) on page 3-9 of the 2022 IS/MND evaluates the potential for the approved project to conflict with existing zoning for agricultural use or a Williamson Act contract. The 2022 IS/MND concludes that no impact related to agricultural zoning and Williamson Act contracts would occur because the approved project site is zoned OPMU and is not enrolled in Williamson Act contract. Consistent with the approved project site, the modified project site is within the OPMU Zoning District, which allows for the development of integrated residential, commercial, office, and industrial uses on a single project site, and is not enrolled in Williamson Act contract. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to Important Farmland. No substantial change from the previous conclusions in the 2022 IS/MND would occur. c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))?
Section 3.2.2(c) on page 3-9 of the 2022 IS/MND evaluates the potential for the approved project to conflict with existing zoning for forest land and timberland. The 2022 IS/MND concludes that no impact related to forest land and timberland zoning would occur because the approved project site is zoned OPMU and does not contain forest land or timberland. Consistent with the approved project site, the modified project site is within the OPMU Zoning District and does not contain forest land or timberland. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to forest land and timberland. No substantial change from the previous conclusions in the 2022 IS/MND would occur. d) Result in the loss of forest land or conversion of forest land to non-forest use? Section 3.2.2(d) on page 3-9 of the 2022 IS/MND evaluates the potential for the approved project to result in the loss or conversion of forest land. The 2022 IS/MND concluded that no impact related to forest land would occur because the approved project site is vacant and does not contain forest land. Consistent with the approved project site, the modified project site is vacant and does not contain forest land. Therefore, the modified project would not result in ITEM 10.1. ATTACHMENT 4

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new or more severe impacts than were identified in the 2022 IS/MND with regard to forest land. No substantial change from the previous conclusions in the 2022 IS/MND would occur. e) Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of Important Farmland to non-agricultural use or conversion of forest land to non-forest use?
Section 3.2.2(e) on page 3-9 of the 2022 IS/MND evaluates the potential for the approved project to result in changes to the environment that could convert Important Farmland to non-agricultural use or forest land to nonforest use. The 2022 IS/MND concluded that no impact related to the conversion of Important Farmland and forest land would occur because the approved project site is vacant and within an urban, built-up area. Consistent with the approved project site, the modified project site is vacant and within an urban, built-up area that does not contain farmland or forest land. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to the conversion of Important Farmland and forest land. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

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2.3 AIR QUALITY

ENVIRONMENTAL ISSUES
Impact
Conclusion in
2022 IS/MND
Do Proposed
Changes
Involve New or
Substantially
More Severe
Significant
Impacts?
Do Any New
Circumstances
Involve New or
Substantially
More Severe
Significant
Impacts?
Do the
Mitigation
Measures in
the 2022
IS/MND
Addressor
Resolve
Impacts,
Including
Impacts That
Would
Otherwise be
New or
Substantially
More Severe?
III. Air Quality.

Where available, the significance criteria established by the applicable air quality management district or air pollution control district may be relied on to make the following determinations.

Are significance criteria established by the applicable air district available to rely on for significance
determinations?
Yes No
Would the project:
a) Conflict with or obstruct implementation of the
applicable air quality plan?
No Impact No No N/A
b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is
non-attainment under an applicable federal or state
ambient air quality standard?
Less Than
Significant
Impact
No No N/A
c) Expose sensitive receptors to substantial pollutant
concentrations?
Less Than
Significant
Impact
No No N/A
d) Result in other emissions (such as those leading to
odors) adversely affecting a substantial number of
people?
Less Than
Significant
Impact
No No N/A

2.3.1 Environmental Setting
The environmental setting for the modified project site with respect to air quality is generally consistent with that of the approved project site, as described on pages 3-10 and 3-14 in Section 3.3.1, “Environmental Setting,” of the 2022 IS/MND.

2.3.2 Discussion
a) Conflict with or obstruct implementation of the applicable air quality plan? Section 3.3.2(a) on page 3-14 of the 2022 IS/MND evaluates the potential of the approved project to conflict with or obstruct the implementation of an applicable air quality plan. The 2022 IS/MND found that because the approved project was consistent with the land use designation under the Office Professional Mixed-Use (OPMU) Zoning District, ITEM 10.1. ATTACHMENT 4

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it was consistent with SMAQMD’s air quality attainment plans. The single-family residences and commercial uses proposed under the modified project would also be consistent with the OMU land use and OPMU zoning designation for the modified project site. Therefore, the emissions from construction and operation of the modified project would have been accounted for in the Sacramento Metropolitan Air Quality Management District’s (SMAQMD’s) air quality attainment plans (e.g., Sacramento Regional 2008 NAAQS 8-Hour Ozone Attainment and Reasonable Further Progress Plan). The modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to conflicts with applicable air quality plans. No substantial change from the previous conclusions in the 2022 IS/MND would occur. b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard?
Section 3.3.2(b) on pages 3-14 through 3-16 of the 2022 IS/MND evaluates the potential of the approved project to generate a cumulatively considerable net increase of criteria air pollutants from construction and operation of the project as compared to SMAQMD recommended mass daily thresholds of significance.

Construction
The 2022 IS/MND concludes that maximum daily emissions from construction of the project would not exceed SMAQMD’s daily mass emissions thresholds, while accounting for the project’s commitment to implement SMAQMD’s best management practices to reduce fugitive dust and exhaust emissions. Maximum emissions of NOX, the criteria air pollutant nearest to SMAQMD’s thresholds of significance, would be 39 pounds per day (lb/day) as compared to SMAQMD’s threshold of 85 lb/day in the year 2022. The modified projects footprint would be similar to the approved project, with the addition of the 5-acre parcel (Site 2). In total, the modified project’s development footprint would be 27.9 acres. SMAQMD’s states that projects 35 acres or less would not generally exceed construction NOX thresholds, if such projects meet certain conditions (e.g., no buildings greater than 4 stories, no demolition, not major trenching). Given that the 2022 IS/MND identified the greatest NOX emissions from project construction to be 46 lb/day less than SMAQMD’s thresholds, the additional 5 acres of development on Site 2 (17 percent of the total project site), would not be a substantial increase such that SMAQMD’s thresholds would be exceeded for NOX. Moreover, the 2022 IS/MND estimated that maximum levels of PM10 and PM2.5 would be 21 and 12 lb/day, respectively, which is far less than SMAQMD’s endorsed thresholds of 80 and 82 lb/day. Therefore, the modified project would not result in new significant effects or a substantial increase in the severity of a previously identified significant effect.. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

Operation
The 2022 IS/MND concludes that maximum daily emissions from operation of the project would not exceed SMAQMD’s daily mass emissions thresholds. The maximum levels of operational criteria air pollution were found to be 20 lb/day of ROG, 7 lb/day of NOX, 10 lb/day or 2 tpy of PM10, and 3 lb/day or 1 tpy of PM2.5. These levels are all substantially lower than SMAQMD’s recommended thresholds of significance. The modified project footprint would be similar to the approved project, with the addition of the 5-acre parcel (Site 2). In total, the modified project’s development footprint would be 27.9 acres and would include 166 single-family homes with 1 acre of open space area. SMAQMD’s provides a screening table for operational emissions of ozone precursors and PM. Projects that propose 485 single-family dwelling units may generate emissions that would exceed SMAQMD’s ROG and NOX thresholds; projects that propose 1,000 single-family dwelling units may generate emissions that would exceed SMAQMD’s PM10 and PM2.5 thresholds. Given that the 2022 IS/MND identified low levels of operational emissions, and the modified project would propose fewer dwelling units than those levels identified by SMAQMD in its screening table, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to operational criteria air pollutants. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

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c) Expose sensitive receptors to substantial pollutant concentrations? Section 3.3.2(c) on pages 3-16 through 3-17 of the 2022 IS/MND evaluates the potential for the approved project to expose sensitive receptors to substantial pollutant concentrations as compared to SMAQMD recommended thresholds of significance. The 2022 IS/MND found that due to the dispersive properties of diesel PM, the relatively low mass diesel PM emissions that would be generated in one place during the construction and operation of proposed land uses, and the relatively short construction period, the TACs generated by the approved project would not expose sensitive receptors to an incremental increase in cancer risk that exceeds 10 in one million or a Hazard Index of 1.0 or greater.

The modified project would add 5 acres to the project site (Site 2), which would support single-family homes, and would reduce the distance to the nearest sensitive receptor (i.e., residences) to approximately 120 feet. This increase in development would not introduce substantial diesel PM from construction or operation. As described for the approved project, construction activities at Site 2 would disperse rapidly, would be produced intermittently through the operation of equipment, and would be limited to a relatively short construction period. Following construction, the project would not produce substantial pollutant concentrations. Therefore, the modified project would not result in new significant effects or a substantial increase in the severity of a previously identified significant effect. No substantial change from the previous conclusions in the 2022 IS/MND would occur. d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people?
Section 3.3.2(d) on page 3-17 of the 2022 IS/MND evaluates the potential of the approved project to result in odors adversely affecting a substantial number of people. The 2022 IS/MND found that construction of the project would be intermittent and inherently short term, and that the land uses proposed were not considered operational sources of odors. The modified project proposes single-family homes with a construction duration similar to the approved project. Moreover, the proposed single-family homes and open space area under the modified project are similarly not considered operation odor sources. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to exposure to odors. No substantial change from the previous conclusions in the 2022 IS/MND would occur
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2.4 BIOLOGICAL RESOURCES

ENVIRONMENTAL ISSUES
Impact
Conclusion in
2022 IS/MND
Do Proposed
Changes
Involve New or
Substantially
More Severe
Significant
Impacts?
Do Any New
Circumstances
Involve New or
Substantially
More Severe
Significant
Impacts?
Do the
Mitigation
Measures in
the 2022
IS/MND
Addressor
Resolve
Impacts,
Including
Impacts That
Would
Otherwise be
New or
Substantially
More Severe?
IV. Biological Resources.

Would the project:
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species
identified as a candidate, sensitive, or special-status species in local or regional plans, policies, or
regulations, or by the California Department of Fish
and Wildlife or the U.S. Fish and Wildlife Service?
Less Than
Significant
with
Mitigation
Incorporated
No No No
b) Have a substantial adverse effect on any riparian
habitat or other sensitive natural community
identified in local or regional plans, policies, or
regulations or by the California Department of Fish
and Wildlife or the U.S. Fish and Wildlife Service?
No Impact No No N/A
c) Have a substantial adverse effect on state or
federally protected wetlands (including, but not
limited to, marsh, vernal pool, coastal, etc.) through
direct removal, filling, hydrological interruption, or
other means?
No Impact No No N/A
d) Interfere substantially with the movement of any
native resident or migratory fish or wildlife species
or with established native resident or migratory
wildlife corridors, or impede the use of native
wildlife nursery sites?
No Impact No No N/A
e) Conflict with any local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance?
No Impact No No N/A
f) Conflict with the provisions of an adopted Habitat
Conservation Plan, Natural Community
Conservation Plan, or other approved local,
regional, or state habitat conservation plan?
Less Than
Significant
with
Mitigation
Incorporated
No No Yes
ITEM 10.1. ATTACHMENT 4

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2.4.1 Environmental Setting
The environmental setting for the modified project site with respect to biological resources is generally consistent with that of the approved project site, as described on pages 3-18 and 3-19 in Section 3.4.1, “Environmental Setting,” of the 2022 IS/MND. Like Site 1, Site 2 is vacant and surrounded by urban development on all sides, including government facilities to the west, medical offices to the north, and single-family residences to the east and south. The Stone Creek Community Bike Trail is located between Site 2 and the single-family residences to the south. The United States Department of Agriculture, National Resource Conservation Service Web Soil Survey indicates that the project site is underlain primarily by pits (mining dredge tailing pits), comprising 100 percent of the soil composition (NRCS 2025) The project site appears to have never been developed but has sustained historical disturbance in the form of mining dredge tailing deposits and pits. A reconnaissance survey of the modified project site was conducted on July 25, 2025. The site had been recently graded and some vegetation (i.e., annual grasses and weeds) were partially removed. No major woody vegetation appeared to have been removed.

Like Site 1, Site 2 is within the Plan Area of the South Sacramento Habitat Conservation Plan (SSHCP). The City of Rancho Cordova began implementing the SSHCP in late 2019. The SSHCP Plan Area is divided into two components:
inside and outside the Urban Development Area (UDA). The site is within the UDA mapped in the SSHCP, which is where the permitting completed for the SSHCP assumed that all proposed urbanization would occur. Based on the SSHCP species models, the same 13 species have a likelihood of occurring on Site 2 as previously evaluated for Site 1.

The SSHCP includes baseline landcover mapping, which was done at a coarse, regional scale to inform the plan and subsequent permit requests. The baseline landcover mapping for the modified project site shows high density development on the modified project site (see Figure 2-1). Neither the SSHCP nor Natonal Wetland Invenory map wetlands within Site 2. Because conditions may have changed since the SSHCP baseline mapping was completed, existing landcover present on the site was field verified during the July 25, 2025 reconnaissance survey.

2.4.2 Discussion
Information on sensitive biological resources previously recorded near the project site was updated to include the modified project site through a search of the California Natural Diversity Database (CNDDB) and review of the SSHCP (Sacramento County et al. 2018). Databases reviewed include the following:
 CNDDB record search within the Rio Linda, Citrus Heights, Folsom, Sacramento East, Carmichael, Buffalo Creek, Florin, Elk Grove, and Sloughhouse U.S. Geological Service 7.5-minute quadrangles;  California Native Plant Society, Rare Plant Inventory search of the Rio Linda, Citrus Heights, Folsom, Sacramento East, Carmichael, Buffalo Creek, Florin, Elk Grove, and Sloughhouse U.S. Geological Service 7.5-minute quadrangles (CNPS 2025);
 U.S. Fish and Wildlife Service Information for Planning and Conservation project planning tool (USFWS 2025a); and
 U. S. Fish and Wildlife Service National Wetlands Inventory website. (USFWS 2025b).

Other databases used in the determination of potential species presence include: verifiable records from iNaturalist, eBird, Bumble Bee Watch, Western Monarch Milkweed Mapper and Monarch Watch. These databases are dynamic and are regularly updated to reflect recorded occurrences and changes in status. The CNDDB query returned 21 species as occurring within the nine-quad search area. However, of these species only four have a likelihood of occurring based on existing habitat and known nearby occurrences: burrowing owl (Athene cunicularia), loggerhead shrike (Lanius ludovicianus), Swainson’s hawk (Buteo swainsoni), and white-tailed kite (Elanus leucurus). The CNDDB results are consistent with those recorded in the 2022 IS/MND. Species for which suitable habitat is absent from the project site or whose known range does not include the project site were determined not to be affected by project implementation.

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Source: Sacramento County et al. 2018.

Figure 2-1 South Sacramento Habitat Conservation Plan Baseline Landcover Types ITEM 10.1. ATTACHMENT 4

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The CNDDB and California Native Plant Society query results indicate that there is an additional plant that was added since the previous analysis was done for Site 1. The query results indicate that there are 14 special-status plants with potential to occur in the project area. However, 13 plants are dependent on wetlands or vernal pools. As stated above, there are no wetlands or vernal pools mapped in the project area, including Site 2. Because there is no suitable habitat in the project area for wetland dependent species, these species are unlikely to occur.

Supplemental records searches also indicate that there is a potential for Crotch’s bumblebee and monarch butterfly habitat on the modified project site.
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special-status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or the U.S. Fish and Wildlife Service?
Section 3.4.2(a) on pages 3-22 through 3-25 of the 2022 IS/MND evaluates the potential for the approved project to cause a substantial adverse effect on a special-status species. The 2022 IS/MND concludes that a potentially significant impact would occur because burrowing owl, loggerheaded shrike, Swainson’s hawk, and white-tailed kite could occur on the project site. Based on the current understanding of species distribution, there are three additional species with potential to be adversely affected by the project. These species are not covered by the SSHCP and are discussed separately below.

Burrowing Owl, Loggerheaded Shrike, Swainson’s Hawk, and White-tailed Kite The City adopted Mitigation Measure Mitigation Measure 3.4-1, which would reduce potentially significant impacts to loss of foraging habitat for special-status birds because this measure would result in preservation of nesting and foraging habitat in a coordinated and interconnected SSHCP preserve system that considers the species requirements at a regional scale, rather than project-by-project, and presents a coordinated conservation strategy to maintain species viability in the region over the long term. The SSHCP conservation strategy includes surveys, nest buffers, and monitoring that would meet the requirements for CDFW to issue an incidental take permit for the project.

Site 2 supports 1.47 acres of annual grassland, which also provides foraging habitat suitable for burrowing owl and loggerhead shrike, both California species of special concern; Swainson’s hawk, which is listed as a threatened species pursuant to the California Endangered Species Act; and white-tailed kite, a California fully protected species.

Like the approved project, the modified project (i.e., urban development in the UDA) is a covered activity under the SSHCP. Covered Activities are projects or activities that are allowable under the SSHCP’s Incidental Take Permits and, thus, can use the SSHCP to mitigate for impacts that result from implementation of the Covered Activity. The modified project would result in a disturbance of 1.47 additional acres of grassland with potential to support special-status bird species. Implementation of the modified project would result in direct loss of approximately 23.07 acres of annual grassland. However, implementation of Mitigation Measure 3.4-1 from the 2022 IS/MND would be sufficient to reduce impacts from the modified project to a less-than-significant level. Therefore, the modified project would not result in new significant effects or a substantial increase in the severity of a previously identified significant effect with regard to special-status birds. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

Crotch’s Bumble Bee
The effects of the project on Crotches bumble bee were not evaluated in the 2022 IS/MND because the species was not listed at the time and its distribution was not well understood. However, Crotch’s bumble bee’s range is now understood to be primarily in California, including the Mediterranean region (ecoregion encompassing the greater Central Valley, Sierra foothills and central coast ranges of California south to Mexico), Pacific Coast, Great Valley, and adjacent foothills though most of southwestern California. The project site is within this range. iNaturalist and Bumblebee Watch have verifiable recorded observations of Crotch’s bumble bee in vicinity of the project site (iNaturalist 2025a, Bumble Bee Watch 2025).

Bumble bees have three basic habitat requirements: suitable nesting sites for the colonies, availability of nectar and pollen from floral resources throughout the duration of the colony period (spring, summer, and fall), and ITEM 10.1. ATTACHMENT 4

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overwintering sites for the queens. The long-term productivity of bumble bee populations is affected by the quantity and quality of nectar and pollen available and the proximity of these resources to nesting habitat. Crotch’s bumble bees nest underground and likely use, at least in part, old rodent burrows (Williams et al. 2014; Xerces Society 2018).

Some bumble bees favor nest sites near woody transitional habitats and nest in holes or crevices in leaf litter, beneath woody debris, at the base of a tree, in herbaceous plant debris, or near grass clumps (Lanterman et al. 2019).

There is no element of the modified project that would substantially increase the potential to adversely affect Crotch’s bumble bee compared to the approved project. The annual grassland habitat on the project site (Site 1 and Site 2) and adjacent developed area provide flowering plants that provide potential nectar sources for Crotch’s bumble bee.

These areas also typically contain rodent burrows, dirt mounds, and clumps of dead grass, which may provide nesting habitat for Crotch’s bumble bees.

In the Survey Considerations for California Endangered Species Act (CESA) Candidate Bumble Bee Species, CDFW recommends reviewing the CNDDB, iNaturalist (a citizen science database), and Bumblebee Watch databases for recorded observations in the vicinity of a given project site (CDFW 2023). The CNDDB includes 13 observations of Crotch’s bumble bee in the vicinity of the project, Bumble Bee Watch contains 14 observations and iNaturalist contains 23 observations (CNDDB 2025, Bumble Bee Watch 2025, iNaturalist 2025a).

Project implementation could result in loss of individual Crotch’s bumble bees or Crotch’s bumble bee nests and loss of foraging and breeding habitat for the species. While loss of individual Crotch’s bumble bees or a colony as a result of project activities may not cause the population to drop below self-sustaining levels, threaten to eliminate the species, or substantially reduce the range of the species, the population status of this species is poorly understood, and loss of a colony could have a substantial effect on the population.

This species was not evaluated in the 2022 IS/MND because it was not listed at the time and its distribution was not well understood. Although this document updates the analysis to reflect current best practice, no new impacts are identified because the applicant has proposed a survey and avoidance approach for Crotch’s bumble bee. Project Measure 1 is a commitment made by the applicant and incorporated into the project that would reduce the potential impact on Crotch’s bumble bee to a less-than-significant level by conducting focused surveys for bumble bees, implementing measures to avoid mortality of Crotch’s bumble bees if nests or overwintering queens are detected, obtaining an ITP for unavoidable impacts, and developing a compensatory mitigation plan in consultation with CDFW to offset the loss of individuals or occupied habitat. No mitigation measures have been identified to reduce significant effects that the applicant has declined to adopt. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

Monarch
The effects of the project on monarch butterflies were not evaluated in the 2022 IS/MND because the species was not listed or a candidate for listing at the time the 2022 IS/MND was prepared. In addition, the project site is located outside of the coastal overwintering range of this species, which is where initial conservation actions were focused.

The project site contains annual grassland habitat that likely provides foraging habitat for monarch (i.e., floral resources) and provides breeding habitat for the species if milkweed (Ascelepias spp.) plants are present within the project site. iNaturalist has recorded verifiable observations of monarch butterfly and milkweed (Ascelepias spp) in vicinity of the project site (iNaturalist 2025b, iNaturalist 2025c).

There is no element of the modified project that would substantially increase the potential to adversely affect monarch compared to the approved project. Project implementation would include conversion of annual grassland habitat and potential loss of foraging and breeding habitat suitable for monarch on Site 1 and Site 2, as well as potential direct loss of individual monarch butterfly eggs and caterpillars if present on milkweed plants during construction. Project implementation could result in loss of individual monarchs and loss of foraging and breeding habitat if milkweed plants are present.

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Measure 2 would reduce potential impacts by committing to focused surveys for milkweed plant, monarch eggs, larvae, and pupae and implementation of measures to avoid mortality of monarch eggs, larvae, and pupae if they are detected. No mitigation measures have been identified to reduce significant effects that the applicant has declined to adopt. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

Special-Status Plants
There is no element of the modified project that would substantially increase the potential to adversely affect special status plant species. To date, a special-status plant survey has not been completed to confirm the presence or absence of any special-status plant species that the CNDDB and CNPS identified as potentially occurring in the project area. However, as indicated above and in Table 2.4-1, 13 out of the 14 species identified in the database search are considered unlikely to occur on both Site 1 and Site 2. One plant, spicate calycadenia (Calycadenia spicata), was added to the CNPS Rare Plant Inventory on April 5, 2023, after the analysis of Site 1. This species blooms between May and September and typically occurs in adobe or clay soils within dry, disturbed, gravely, openings, roadsides, rocky areas in cismontane woodlands, valley and foothill grasslands at elevations ranging from 130 to 4,590 feet in elevation. The dry, gravely, disturbed areas within annual grassland around both Site 1 and Site 2 provide habitat suitable for this species. Though unlikely, it is possible that spicate calycadenia could occur in the project area.

Mitigation Measure 3.4-1: Obtain Coverage for the Project Under the SSHCP in the 2022 IS/MND required the project proponent to conduct special-status plant surveys as part of the SSHCP permitting process. However, spicate calycadenia was not listed as a special-status plant species and is not a SSHCP covered plant so it would not be covered under the SSHCP permitting process.

Table 2.4-1 Special Status Plant Species Known to Occur in the Project Region and Their Potential for Occurrence on the Project Site
Name Federal
Status1
State
Status1
SSHCP
Covered CRPR1
Habitat Potential to Occur in the
Project Site2
Spicate calycadenia
(=spiked western
rosinweed)
Calycadenia spicata
-- -- No 1B.3 Adobe, clay, disturbed areas, dry,
gravelly, openings, roadsides, rocky
areas in cismontane woodland, valley
and foothill grassland. 130-4,595 feet in
elevation. Blooms May-September.

May occur. The project site
supports dry, gravely, disturbed
areas which provide habitat
suitable for this species.

Peruvian dodder
Cuscuta obtusiflora var.
glandulosa
-- -- No 2B.2 Wetland. Marshes and swamps
(freshwater). Freshwater marsh. 49–919
feet in elevation. Blooms July–October.

Not expected to occur: The
project site does not support
wetland, freshwater marshes,
and swamp habitat suitable for
this species.

Dwarf downingia
Downingia pusilla
-- -- Yes 2B.2 Wetland. Valley and foothill grassland
(mesic sites), vernal pools. Vernal lake
and pool margins with a variety of
associates. In several types of vernal
pools. 3–1,608 feet in elevation. Blooms
March–May.

Not expected to occur: The
project site does not support
vernal pool or mesic habitat
suitable for this species.

Boggs Lake hedge-hyssop
Gratiola heterosepala
-- SE Yes 1B.2 Wetland. Marshes and swamps
(freshwater), vernal pools. Clay soils;
usually in vernal pools, sometimes on
lake margins. 33–7,792 feet in elevation.

Blooms April–August.

Not expected to occur: The
project site does not support
wetland habitat suitable for this
species.

Woolly rose-mallow
Hibiscus lasiocarpos var.
occidentalis
-- -- No 1B.2 Wetland. Marshes and swamps (freshwater).

Moist, freshwater-soaked riverbanks and low
peat islands in sloughs; can also occur on
riprap and levees. In California, known from
the delta watershed. 0–509 feet in elevation.

Blooms June–September.

Not expected to occur: The
project site does not support
wetland, freshwater marsh, and
swamp habitat suitable for this
species.

ITEM 10.1. ATTACHMENT 4

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Name Federal
Status1
State
Status1
SSHCP
Covered CRPR1
Habitat Potential to Occur in the
Project Site2
Ahart's dwarf rush
Juncus leiospermus var.
ahartii
-- -- Yes 1B.2 Valley and foothill grassland. Restricted to the edges of vernal pools in
grassland. 98–328 feet in elevation.

Blooms March–May.

Not expected to occur: The
project site does not support
vernal pool habitat suitable for
this species.

Alkali-sink goldfields
Lasthenia chrysantha
-- -- No 1B.1 Vernal pools. Alkaline. 0–656 feet in
elevation. Blooms February–June.

Not expected to occur: The
project site does not support
vernal pool habitat suitable for
this species.

Legenere
Legenere limosa
-- -- Yes 1B.1 Vernal pools, wetland. In beds of vernal pools. 3–2,887 feet in elevation. Blooms
April–June.

Not expected to occur: The
project site does not support
vernal pool habitat suitable for
this species.

Heckard's pepper-grass
Lepidium latipes var.
heckardii
-- -- No 1B.2 Valley and foothill grassland, vernal
pools. Grassland, and sometimes vernal
pool edges. Alkaline soils. 3–98 feet in
elevation. Blooms March–May.

Not expected to occur: The
project site does not support
vernal pool habitat suitable for
this species.

Pincushion navarretia
Navarretia myersii ssp.
myersii
-- -- Yes 1B.1 Vernal pools, wetland. Clay soils within non-native grassland. 148–328 feet in
elevation. Blooms April–May.

Not expected to occur: The
project site does not support
vernal pool or wetland habitat
suitable for this species.

Slender Orcutt grass
Orcuttia tenuis
FT SE Yes 1B.1 Vernal pools, wetland. Often in gravelly substrate. 82–5,758 feet in elevation.

Blooms May–September (October).

Not expected to occur: The
project site does not support
vernal pool or wetland habitat
suitable for this species.

Sacramento Orcutt grass
Orcuttia viscida
FE SE Yes 1B.1 Vernal pools, wetland. 49–279 feet in
elevation. Blooms April–July
(September).

Not expected to occur: The
project site does not support
vernal pool or wetland habitat
suitable for this species.

Sanford's arrowhead
Sagittaria sanfordii
-- -- Yes 1B.2 Wetland. Marshes and swamps. In
standing or slow-moving freshwater
ponds, marshes, and ditches. 0–2,133
feet in elevation. Blooms May–October
(November).

Not expected to occur: The
project site does not support
vernal pool or wetland habitat
suitable for this species.

Saline clover
Trifolium hydrophilum
-- -- No 1B.2 Wetland. Marshes and swamps, valley
and foothill grassland, vernal pools.

Mesic, alkaline sites. 0–984 feet in
elevation. Blooms April–June.

Not expected to occur: The
project site does not support
vernal pool or wetland habitat
suitable for this species.

Notes: CRPR = California Rare Plant Rank; CNDDB = California Natural Diversity Database 1 & 2 Legal Status Definitions
Federal:

FE Endangered (legally protected)
FT Threatened (legally protected)
State:

SE Endangered (legally protected)
California Rare Plant Ranks:
1B Plant species considered rare or endangered in California and elsewhere (protected under CEQA, but not legally protected under ESA or CESA) 2B Plant species considered rare or endangered in California but more common elsewhere (protected under CEQA, but not legally protected under ESA or CESA)
Threat Ranks:

0.1 Seriously threatened in California (over 80% of occurrences threatened; high degree and immediacy of threat)

0.2 Moderately threatened in California (20-80% occurrences threatened; moderate degree and immediacy of threat)

0.3 Not very threatened in California (less than 20% of occurrences threatened / low degree and immediacy of threat or no current threats known) ITEM 10.1. ATTACHMENT 4

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2 Potential for Occurrence Definitions
Not expected to occur: Species is unlikely to be present within the project survey area due to poor habitat quality, lack of suitable habitat features, or restricted current distribution of the species.

May occur: Suitable habitat is available within the project survey area; however, there are little to no other indicators that the species might be present.

Likely to occur: All of the species life history requirements can be met by habitat present within the survey area, and populations/occurrences are known to occur in the immediate vicinity.

Sources: CNDDB 2025; CNPS 2025.

To protect plant species listed since the SSHCP was adopted, the applicant has developed a survey and compensation strategy (Project Measure 3). The applicant would identify and avoid special-status plants or provide compensation for loss of special-status plants through enhancement of existing populations, creation and management of offsite populations, conservation easements, or other appropriate measures. This measure is incorporated into the project and would be implemented by the project applicant. No mitigation measures have been identified to reduce significant effects that the applicant has declined to adopt. Therefore, the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND. No substantial change from the previous conclusions in the 2022 IS/MND would occur. b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations or by the California Department of Fish and Wildlife or the U.S. Fish and Wildlife Service? Section 3.4.2(b) on page 3-25 of the 2022 IS/MND evaluates the potential for the approved project to result in a substantial adverse effect on any riparian habitat or other sensitive natural community. The 2022 IS/MND concludes that no impact would occur because there are no resources present on the project site as referenced in Figure 2-1.

There is no riparian habitat or other sensitive natural communities within the boundaries of the modified project site.

As such, implementation of the modified project would have no effect on these resources and the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to sensitive natural communities. No substantial change from the previous conclusions in the 2022 IS/MND would occur. c) Have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?
Section 3.4.2(c) on page 3-25 of the 2022 IS/MND evaluates the potential for the approved project to result in an adverse effect on protected wetlands. The 2022 IS/MND concludes that no impact would occur because there are no resources present on the project site as referenced in Figure 2-1. There are no wetlands within the boundaries of the modified project site. As such, implementation of the project would have no effect on these resources and the modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to wetlands. No substantial change from the previous conclusions in the 2022 IS/MND would occur. d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?
Section 3.4.2(d) on page 3-26 of the 2022 IS/MND evaluates the potential for the approved project to interfere with wildlife movement. The 2022 IS/MND concludes that no impact would occur because the project site is an infill area and not within a wildlife movement corridor. The modified project site also does not serve as a corridor between habitat areas, and upland habitat development within the infill site would not substantially interfere with movement of terrestrial or aquatic animals or with use of an established migratory corridor or native wildlife nursery site. The modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to wildlife movement. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

ITEM 10.1. ATTACHMENT 4

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e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?
Section 3.4.2(e) on page 3-26 of the 2022 IS/MND evaluates the potential for the approved project to conflict with local policies protecting biological resources. The 2022 IS/MND concludes that no impact would occur because there are no trees or other biological resources protected under local ordinances present within the boundaries of the project site evaluated in the 2022 IS/MND.

The Rancho Cordova Municipal Code Chapter 19.12 Preservation and Protection of Private Trees serves to protect all protected trees. Protected tree means (1) Native oak – Quercus lobata, valley oak; Quercus wislizenii, interior live oak; Quercus douglasii, blue oak; or Quercus morehus, oracle oak – having a trunk diameter of at least six inches or greater; or (2) Any tree species other than a native oak having a trunk diameter of at least 12 inches or greater on nonresidential property; or (3) Any tree species other than a native oak having a trunk diameter of at least 24 inches or greater on residential property; or (4) Any tree planted as a requirement tree for site development, tree permit condition, landscape plan removal replacement, or other designated condition by the public works director or planning director. (5) “Protected Tree” does not include any trees for sale within the city sold by a nursery. There are still no trees within Site 1. Site 2 has a Chinese tallow that would require removal. The project applicant would follow the City of Rancho Cordova requirements and remain in compliance with local ordinances. Therefore, this impact is considered less than significant. The modified project would not result in new significant effects or a substantial increase in the severity of a previously identified significant effect with regard to local policies or ordinances protecting biological resources. No substantial change from the previous conclusions in the 2022 IS/MND would occur. f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan?
Section 3.4.2(f) on page 3-26 of the 2022 IS/MND evaluates the potential for the approved project to conflict with the SSHCP. The 2022 IS/MND concludes the impact would be less than significant with the adoption of Mitigation Measure 3.4-1. The modified project site is within the SSHCP Plan Area and within the UDA. The proposed development (i.e., Urban Development in the UDA) is a covered activity under the SSHCP. Therefore, the project would not conflict with the provisions of the adopted SSHCP if all of the appropriate Avoidance and Minimization Measures are implemented as part of the project.

Implementation of Mitigation Measure 3.4-1 would ensure that the project would be consistent with the SSHCP. The City of Rancho Cordova, as an implementing party of the SSCHP, would process the SSHCP permit. During this process, the City would review the Aquatic Resources Assessment (Appendix B to the 2022 IS/MND) performed for Site 1 to evaluate the land cover analysis (and proposed elimination of wetlands from the mapping of the project site) and determine the final list of Avoidance and Minimization Measures required to permit the project. No Aquatic Resources Assessment is required for Site 2 because it is mapped as UDA in the SSHCP and there are no resources mapped on the site. The City will use this land cover information to assess impacts, identify appropriate AMMs, and issue the permit. The modified project would not result in new or more severe impacts than were identified in the 2022 IS/MND with regard to consistency with the SSHCP. No substantial change from the previous conclusions in the 2022 IS/MND would occur.

ITEM 10.1. ATTACHMENT 4

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Rancho Cordova City CouncilOctober 19, 2026

Rancho Cordova City Council
October 19, 2026