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EXHIBIT "B" ON BROADWAY -PARKING GARAGE CLARIFICATIONS & .EXCLUSIONS 3of8 2470 SITE • All site furnishings including planters, benches, trash receptacles, ash FURNISHINGS urns, tree grates, decorative columns, bike racks, etc. is excluded. • City of Redwood City to remove and replace all parking meters with area of work and stora e. 2480 LANDSCAPE & • All landscape, planting, trees, planters and irrigation work including IRRIGATION sleeves is excluded. 2500 SITE CONCRETE All site concrete including curb, curb & gutter, walks, decorative concrete paving, planters, seat wall, pavers at Theater Way, Broadwa & Jefferson is excluded. 2580 STRIPING / • Striping, arrows, painted handicapped logos, and handicapped parking BUMPERS stall signs are included. • Precast vehicle wheel stops are excluded. • Diagonal striping is excluded. • Bond for stri in subcontractor is excluded. 2590 ART • Artwork is excluded. 2710 UNDERGROUND • Domestic Water: UTILITIES We have included 1 - 1" domestic water service with backflow device for garage. • Relocation of water in Theater Way is excluded. • Fire Water: ^ Provided 1 - 8" fire connection at Broadway • Provide 1 - 8" SDCV ^ Provide 1 - 8" x 4" FDC ^ Flush & hydro test • Storm Drain: Storm drain work for garage is excluded or not applicable. All connections to garage are through sanitary sewer. • Sanitary Sewer: ^ We have provided a 6"connection and clean out for the Garage. ^ Relocation of sanitary sewer in Theater Way is excluded. • Relocation of SBC phone duct, power, gas, cable TV, fiber optics, water, storm or sanitary sewer or new joint utility trench in City ROW re aired for com lesion of On Broadwa is excluded. 3100 STRUCTURAL 4" base rock below SOG is included assumed 1166 tons. CONCRETE • Assumed 3,000 PSI concrete for pile caps & grade beams. • Assumed 873 EA epoxy coated pile dowels. • Assumed 1,224 ton of reinforcing steel in garage structural concrete. • Assumed shear studs at column locations. • Assumed. no welding of rebar or shear studs at deck /column intersection; steel to be punched in shop to allow rebar to pass through. • Assumed stabilizer steel to be remain in podium deck. • Assumed 3,000 PSI concrete at 10" SOG and footings. • Assumed 4,000 PSI concrete at 10" elevated decks. • Assumed L shaped perimeter continuous footing in lieu of T footing to allow use of shotcrete or one-sided form directly to lagging. • We retain the option to use shotcrete or one-sided formed walls at perimeter shear walls. • Columns to be 3,000 PSI concrete encasing structural steel. • Finishes: • Garage: Swirl. ^ Walls: If shotcrete float finish, if CIP off form finish with tie and air ockets patched.