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r- <br />r - <br />O <br />E <br />E <br />R[TTN <br />I <br />I <br />I <br />RNIN['T nF PRnTPC.T <br />WILLIAMS STREET <br />W I L L I A M S <br />HMA Trans <br />Sta 23+02 (2' Rt) COnSt Sta 25+66 (3' Rt) <br />Adjust Sanitary Sewer Adjust Sanitary Sewer <br />Maintenance Hole EP Maintenance Hole <br />Frame & Cover S T R E E T Frame & Cover <br />55 <br />2 <br />E24 q 5 <br />R R = G! <br />v EP <br />DConform N O+ o y <br />mn 2 } 0.12 �.c %J o <br />- I N I�Existing EP t3 <br />I I <br />I I <br />0,25' HMA (Type A) ' 0.17 � IiAi/i (T t A) <br />f +�`Sg <br />riA ». —HMA TNr <br />m537' Nor depth Planina AC Pavement) <br />14 <br />Sta 14+18 (3' Rt) <br />Adjust Sanitary Sewer <br />Maintenance Hole <br />Frame & Cover <br />END OF PROJECT ��o \\ o <br />E <br />STREET <br />��`��\\11 <br />Approx R/W Limits <br />26 q <br />+ L--- <br />J W <br />Existing CG&S to <br />remain in place (Typ) <br />0.17' HMA <br />ro <br />Const tt-7-16 END OF PROJECT`•\ <br />._\c <br />COUNTY OF SAN JOAQUIN a za 4o sa <br />HORIZONTAL SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />�nont eCi /O/IS /An„�,�{ /� n//6/ lS ��X <br />of0 <br />'aa <br />o0 <br />STREETS='^ <br />N <br />18 <br />I� r <br />rt <br />N <br />CD <br />a <br />M <br />m <br />mi <br />z <br />of <br />I <br />w <br />15 0 <br />> <br />0 <br />N <br />>m <br />m <br />r- <br />r - <br />O <br />E <br />E <br />R[TTN <br />I <br />I <br />I <br />RNIN['T nF PRnTPC.T <br />WILLIAMS STREET <br />W I L L I A M S <br />HMA Trans <br />Sta 23+02 (2' Rt) COnSt Sta 25+66 (3' Rt) <br />Adjust Sanitary Sewer Adjust Sanitary Sewer <br />Maintenance Hole EP Maintenance Hole <br />Frame & Cover S T R E E T Frame & Cover <br />55 <br />2 <br />E24 q 5 <br />R R = G! <br />v EP <br />DConform N O+ o y <br />mn 2 } 0.12 �.c %J o <br />- I N I�Existing EP t3 <br />I I <br />I I <br />0,25' HMA (Type A) ' 0.17 � IiAi/i (T t A) <br />f +�`Sg <br />riA ». —HMA TNr <br />m537' Nor depth Planina AC Pavement) <br />14 <br />Sta 14+18 (3' Rt) <br />Adjust Sanitary Sewer <br />Maintenance Hole <br />Frame & Cover <br />END OF PROJECT ��o \\ o <br />E <br />STREET <br />��`��\\11 <br />Approx R/W Limits <br />26 q <br />+ L--- <br />J W <br />Existing CG&S to <br />remain in place (Typ) <br />0.17' HMA <br />ro <br />Const tt-7-16 END OF PROJECT`•\ <br />._\c <br />COUNTY OF SAN JOAQUIN a za 4o sa <br />HORIZONTAL SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />�nont eCi /O/IS /An„�,�{ /� n//6/ lS ��X <br />of0 <br />17. <br />o0 <br />STREETS='^ <br />N <br />18 <br />I� r <br />N <br />CD <br />O <br />O <br />a <br />Ln <br />of <br />I <br />o <br />15 0 <br />NI <br />0 <br />� > N <br />O <br />r- <br />r - <br />O <br />E <br />E <br />R[TTN <br />I <br />I <br />I <br />RNIN['T nF PRnTPC.T <br />WILLIAMS STREET <br />W I L L I A M S <br />HMA Trans <br />Sta 23+02 (2' Rt) COnSt Sta 25+66 (3' Rt) <br />Adjust Sanitary Sewer Adjust Sanitary Sewer <br />Maintenance Hole EP Maintenance Hole <br />Frame & Cover S T R E E T Frame & Cover <br />55 <br />2 <br />E24 q 5 <br />R R = G! <br />v EP <br />DConform N O+ o y <br />mn 2 } 0.12 �.c %J o <br />- I N I�Existing EP t3 <br />I I <br />I I <br />0,25' HMA (Type A) ' 0.17 � IiAi/i (T t A) <br />f +�`Sg <br />riA ». —HMA TNr <br />m537' Nor depth Planina AC Pavement) <br />14 <br />Sta 14+18 (3' Rt) <br />Adjust Sanitary Sewer <br />Maintenance Hole <br />Frame & Cover <br />END OF PROJECT ��o \\ o <br />E <br />STREET <br />��`��\\11 <br />Approx R/W Limits <br />26 q <br />+ L--- <br />J W <br />Existing CG&S to <br />remain in place (Typ) <br />0.17' HMA <br />ro <br />Const tt-7-16 END OF PROJECT`•\ <br />._\c <br />COUNTY OF SAN JOAQUIN a za 4o sa <br />HORIZONTAL SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />�nont eCi /O/IS /An„�,�{ /� n//6/ lS ��X <br />Sta 14+69 (14' Rt) <br />Existing Sanitary Sewer <br />Lamphole to remain <br />0.17' HMA (Type A) O� <br />PLAN <br />DATE <br />WILLIAMS STREET <br />17. <br />o0 <br />STREETS='^ <br />N: <br />18 <br />O <br />O <br />O <br />of <br />v,o cn <br />15 0 <br />0 <br />� > N <br />Sta 14+69 (14' Rt) <br />Existing Sanitary Sewer <br />Lamphole to remain <br />0.17' HMA (Type A) O� <br />PLAN <br />DATE <br />WILLIAMS STREET <br />Existing Sidewalk to <br />remain in place <br />Existing AC <br />Stamped Crosswalk <br />to remain in place <br />0 <br />Existing AC <br />Stamped <br />to <br />Crosswalk <br />remain in place <br />SURFACING 2015 <br />BELVEDERE AREA STREETS RE� Sheet No. <br />(Belvedere Avenue, E Street &Williams Street) 5 of 7 <br />17. <br />Q <br />N: <br />18 <br />o W+ <br />v,o cn <br />L <br />� > N <br />F <br />C <br />o <br />00FF <br />Existing Sidewalk to <br />remain in place <br />Existing AC <br />Stamped Crosswalk <br />to remain in place <br />0 <br />Existing AC <br />Stamped <br />to <br />Crosswalk <br />remain in place <br />SURFACING 2015 <br />BELVEDERE AREA STREETS RE� Sheet No. <br />(Belvedere Avenue, E Street &Williams Street) 5 of 7 <br />