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CHANTICLEER STREET <br />EXHIBIT "A"- 2019/6/26 <br />INSTALL 2-4' PVC ELECTRICAL <br />CONDUITS, TOTAL LENGTH = 160 LF <br />PROPOSED BUILDING <br />FFE=1854.50 <br />CONNECT TO EXISTING STORM STUBOUT <br />FL EL = 1852.19 <br />PROPOSED GREASE TRAP <br />SEE MECHANICAL PLANS <br />INSTALL <br />117 LF OF 1.5" COPPER WATER SERVICE <br />PROPOSED 20' <br />UTILITY EASEMENT <br />INSTALL <br />8 LF OF 8" HDPE <br />STORM PIPE <br />SLOPE = 22.40% <br />INSTALL <br />DRAIN BASIN <br />RIM EL. = 1853.75 <br />S. FL EL. = 1850.26 <br />N. FL EL. = 1850.36 <br />E. FL. EL = 1850.36 <br />INSTALL TRANSFORMER PAD, <br />SEE CITY DETAIL EU -4 <br />UT1UTY CROSSING' <br />12" STORM FL. EL. = 1847.91 <br />1.5" WATER FL EL. = 1846.20 <br />CONNECT TO PROPOSED 4" S <br />FL EL. = 1847.08 <br />// // // // <br />CONNECT TO EXISTING STOF <br />INSTALL 1-8" CLEANOUT <br />FL EL = 1852.19 <br />INSTALL <br />49 LF OF 8" HDPE <br />STORM PIPE <br />SLOPE = 3.78% <br />/ \ UT1UTY CROSSING <br />8" STORM FL. EL. = 1851.37 <br />6" SANITARY FL. EL. = 1846.94 <br />ONNECT TO EXISTING CURB STOP <br />AJUST CURB STOP TO GRADE <br />INSTALL <br />1-B" 45' BEND <br />INSTALL <br />42 LF OF 6" PVC SANITARY SEWER <br />SLOPE - 2.0% <br />CONNECT TO EXISTING 8" SANITARY STUB <br />FL EL = 1845.00 (FIELD VERIFY) <br />UTILITY CROSSING <br />12" STORM FL EL. = 1848.25 <br />6" SANITARY FL EL = 1845.36 <br />INSTALL <br />1-6" 45' BEND <br />1-6" SANITARY SEWER CLEANOUT <br />FL EL. = 1846.24 <br />INSTALL <br />62 LF OF 6" PVC SANITARY SERVICE <br />SLOPE = 2.0% <br />UTILITY CROSSING <br />12" STORM FL EL. = 1849.07 <br />6" SANITARY FL. EL. = 1845.79 <br />EXISTING GAS UNE. <br />COORDINATE W/ LOCAL GAS <br />COMPANY FOR GAS SERVICE <br />INSTALLATION <br />STAGECOACH ROAD <br />T6E�06T02 <br />