AgdaPkt 2003-10-13 - Laserfiche WebLink

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� �• �^� EXHIBIT `B" ON BROADWAY - PARKING GARAGE CLARIFICATIONS & EXCLUSIONS 3 of 8 2470 SITE • All site furnishings including planters, benches, trash recept; FURNISHINGS urns, tree grates, decorative columns, bike racks, etc. is excl� • City of Redwood City to temove and replace all parking meters azea of work and storase. :480 LANDSCAP$ & • All landscape, pianting, trees, planters and irrigation work inclu IRRIGATION sleevos is excluded. 250� SITE CONCRETE • All site concrete inciuding curb, curb & gutter, walks, decoratir concrete paving, planters, seat wall, pavers at Theater Way, Broadwa & Jefferson is excluded. 2580 STRIPING / • Striping, arrows, painted handicapped loocs, and handicapped F BUMPERS stall signs are included. • Precast vehicle wheel stops are excluded. • Diagonal stripine is exc]uded. • Bond for stri in� subcontractor is excluded. 2590 ART • Artwork is excluded. 2710 LTIv'DERGROUND • Domestic Water: UTILITIES • We have included 1— 1" domestic water service with back device for �arage. • Relocation of water in Thea[er 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 eazase is excluded or not applicable. All connections to garage aze through sanitary sP • Sanitary Sewer: ■ We have provided a G"connection and clean out for the G< ■ Relocation of sanitary sewer in Theater Way is excluded. ' • Relocation of 5BC phone duct, power, gas, cable TV, fiber opt water, storm or sanitary sewer or new joint utility uench in Cit i re uired for com letion of On Broadwav 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 reinforcin� stee] in gazage svuctural cor • 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 throueh. • Assumed stabilizer steel to be remain in podium deck. • Assumed 3,000 PSI concrete at 1�" SOG and footings. • Assumed 4,000 PSI concrete at 10" elevated decks. • Assumed L shaped perimeter continuous footina in lieu of T fi to allow use of shotcrete or one-sided form directly to lagging. • We retain the option to use shotcrete or one-sided formed wall perimeter shear walls. I • Columns to 6e 3.000 PSI concrete encasing structural steel. • Finishes: I • Garage: Swirl. I ■ Walls: If shotcrete float finish, if CIP off form finish with i air ocke[s patched.