Laserfiche WebLink
�Z <br /> 0.17' A.C. Overlay <br /> L Const. <br /> o c <br /> "D" Street Sto. 10+00 j �; j E 0 <br /> Survey Mon. Frame & Cover Survey Mon. Frame & Cover to > <br /> "D" Street Sta. 4+47 = > Q) <br /> Loomis Road Sta. 0+00 V) > <br /> V) <br /> I c5 > n' > <br /> V U V O <br /> I I v Ir v <br /> 6 ;L°23 <br /> Ede of � I 34' m Ii a Edge of <br /> Shoulder o o o Shoulder UJ E <br /> r 0.00' + U- + �` + <br /> 00 <br /> N N W.V. N <br /> � 2 <br /> M.H `J n l OC: M.H. n iv M.H. : <br /> .................... ............. .............................................................ui. <br /> 3 cilExisting <br /> -- ---- ------__�� <br /> 3 D 4 11 11 � --� piI <br /> w. o I + E.P. <br /> A.C. (Misc. Areas) Exist. Metal Guard <br /> Rail to remain <br /> 0.17' A.C. Overlayin place <br /> (Existing Walkway)? II Conc. C. G. <br /> f D I II to remain in placeLEGEN <br /> a J <br /> yI' II Variable Depth Asphalt Concrete Overlay. ca Water Valve (W.V.) to be adjusted to grade by other. <br /> A0 Depth of Asphalt Concrete Pavement Planing. o Lamp Hole (L.H.) to be adjusted to grade. <br /> w 1211 21.5? II 111111Limits of Asphalt Concrete Pavement Planing. O Monument Frame & Cover to be adjusted to grade. <br /> o R Conform to Existing Radii. ® Storm Drain Inlet (S.D.L) <br /> Q Maintenance Hole (M.H.) to be adjusted to grade. ® Storm Drain Inlet (S.D.I.) <br /> —� Direction of Flow <br /> LnLn BEGIN OVERLAY <br /> "D" STREET <br /> COUNTY OF SAN JOAQUIN NO WALE PLM MORRISON GARDENS RESURFACING Sheet oN2 <br /> DRAWN BY DATE PROJECT ENGINEER DATE //�� CHECKED DATE SUBMITTED DATE APP COMMENDED DATE <br /> 6. ..eK.As r P/98 A 5llielte �K?h.. .�,�f�s.«— 91G1w� Y0fI1Ql/- 4htf'B <br /> - J <br />