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<br />THE PROPOSED SYSTEM MAP: <br /> <br />These enclosed three drawin~s form a composite of the Proposed Tilton <br />Lateral System. TL-1 shows the UPPER extent, TL-1a shows the LOWER. <br />The vertical TL-1 shows the Current Under~round Main, clear up to the <br />HEAD GATE 160, on the Grand Valley Canal just south of Orchard Avenue. <br /> <br />MAP POINTS AND THEIR FACILITIES: <br /> <br />A to B <br />at B <br />B to C <br />C to D <br />D to E <br />D to P <br />P to Q <br />at D <br />at B <br />E to F <br />F to R <br />at Q <br /> <br />Note: <br /> <br />at E <br />R to S <br />at F <br />F to G <br />G to I <br />I to J <br />G to 0 <br />I to K <br />K to M <br />M to N <br /> <br />12" PIP, recently installed (3/01) <br />10" Crossin~ under Texas Avenue in ~ood condition. <br />12" PIP, newly installed <br />15" PIP,newly installed, (1998+/-) <br />24" RC, old concrete pipe in I'tood condition. <br />Open concrete lined trench. <br />Open dirt ditch. <br />Two drainal'te trenches excess re-enter our pipeline. <br />Drainal'te trench excess re-enters our system. <br />18" AC into 20" Steel culvert pipe under tracks. <br />12" PIP, new and I'tood condition (F'to R replaced in 2000). <br />Ditch spills into Stormwater Collector under I-70B. <br /> <br />The above are not included for chanl'te under this proposal. <br /> <br />New INLET STRUCTURE (Bel'tinnin~ the pressurized system) <br />12" low head PIP, collapsed, needinl't replacement. (635') <br />New Diversion Structure <br />12" PIP ( 715' ) <br />12" PIP (815') <br />6" PIP (1020') <br />Partially in place, to be repaired, NOT under this proposal. <br />10" PIP (510') <br />8" PIP (525') <br />6" PIP (920') <br /> <br />Below, continue on Drawinl't TL-1a, the system south of D-1/2 Road. <br /> <br />S to S' D-1/2 Road culvert, to remain, with new 12" sleeve installed <br />S'to T 8" PIP (1270') <br />T to U 8" PIP (475') <br />U to V New canal under-crossinl't, 8" PIP (40') <br />V'to V" 6" PIP (370') <br />S to X 12" PIP (1320') <br />X to W 8" PIP (wastewater collector, spill into GVI Canal) (1110') <br />X'to W' 10" PIP (supply, new Canal under-crossin~.) (1110') <br />X'to Y 8" PIP (580') <br />Y to Z 6" PIP ( 1270' ) <br />Z Southward, an open ditch to convey excess into CVI Canal. <br /> <br />Tilton Lateral Service area: <br /> <br />Above I-70B and the Tracks, <br />Between I-70B and D-1/2 Road, <br />Between D-1/2 Road and CVI Canal, <br />South of the CVI Canal to D-Road, <br /> <br />(5) Residential Customers <br />92 Al'tricultural Acres <br />62 A~ricultural Acres <br />23 A~ricultural Acres <br /> <br />177 Acres Total <br /> <br />-1- <br />