BOOK 16_1929-01-07 to 1932-12-19

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184 in a straight line northwesterly of the end of the existing gutter on Main Street southwesterly to the north-easterly right of way line of the Southern Pacific Railroad Company, and from the south- westerly right of way line of the Southern Pacific Railroad Company to the existing sidewalk at the northeasterly side of the concrete bridge on said Maple Street between the Southern Pacific Railroad Company's right of way line and Lathrop Street, and from the southwesterly edge 'of the existing sidewalk at the southwesterly line of said bridge to the existing sidewalk at the production in a straight line of the division line between lots one and two, block six, Diller's Addition, hereinbefore referred to herein. 5. That two (2) hydraulic cement concrete storm water inlets with cast iron frames and gratings be constructed, one (1) on each side of Maple Street at the southerly end of the hydraulic cement concrete pavement herein ordered constructed on said Maple Street; said storm water inlets to be provided with a twelve (12) inch concrete pipe drain forty-eight (48) feet in length, connecting said inlets and to extend to the creek. 6. That the area of the concrete bridge on Maple Street, between the Southern Pacific Railroad Company's right of way and Lathrop Street and between the edges of gutters on said bridge be paved with an asphaltic concrete pavement five (5) inches thick at the centerline of street, and tapering to a thickness of two (2) inches at edges of gutters. That Maple Street in the City of Redwood City be improved by having constructed thereon on the southeasterly side thereof from the production in a straight line of the southeasterly curb line of said Maple Street northeasterly across Lathrop Street and the production of the dividing line between lots one and two, block six, Diller's Addition, hereinbefore mentioned extended southeasterly across said Maple Street, a hydraulic cement concrete combined curb and gutter, the curb portion of said cement concrete combined curb and gutter to be six (6) inches across the top and twelve (12) inches deep and the gutter portion of said cement concrete combined curb and gutter to be three (3) feet wide and to be six (6) inches thick next to the pavement and six (6) inches thick next to the curb and said cement concrete combined curb and gutter to be built and constructed at one time so that there shall be no joint between the curb and gutter; provided however, that said cement concrete combined curb and gutter to be laid upon a base of broken stone three (3) inches thick after rolling with a cusion of sand one (1) inch thick between the broken stone base and the hydraulic cement concrete combined curb and gutter to be built as herein provided. That Lathrop Street in the City of Redwood City be improved by having constructed therein one (1)"hydraulic cement concrete storm water inlet with cast iron frame and grating at the end of the curb return on the southwesterly side of Lathrop Street at Maple Street; said storm water inlet to be provided with a twelve (12) inch concrete pipe drain thirty-two (32) feet in length extending to the creek. That Lathrop Street from the northwesterly line of the concrete bridge between Elm Street and Maple Street north- westerly to the production in a straight line of the south- easterly durb line of Maple Street northeasterly across said Lathrop Street including the portion of termination of Lathrop Street and Maple Street included in the foregoing description, be improved as follows, to -wit: 1. That Lathrop Street above mentioned for the full width of the roadway thereof and for the length herein provided be graded and paved with a hydraulic cement concrete pavement six (6) inches thick laid upon a base of broken stone three (3) inches thick after rolling with a cushion of sand one (1) inch thick laid between said broken stone base and said concrete pavement; provided, however, that said concrete pavement shall have a thickness of eight (8) inches along the centerline of the roadwa of said Lathrop Street and taper to a thickness of six (6T inches at poihts three (3) feet on each side of said centerline. 2. That hydraulic cement concrete curbs integral with pavement six (6) inches across the top and twelve (12) inches deep be constructed on both sides of the hereinabove described portion of Lathrop Street including all corners of inter- sections or teminations; said hydraulic cement concrete curbs to be laid upon a base of broken stone three (3) inches thick after rolling with a cushion of sand one (1) inch thick laid between the broken stone base and said concrete curbs. J Di