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42.17 <br /> aryl <br /> ii <br /> 1% F� 1 <br /> F�� ti6 FVy {gyp �� EXIST. PARAPET WALL (TYP) <br /> �'y. �Q F\ v APPROX. 70'1 IN LENGTH <br /> �;� �o Age <br /> '1/p F wry• S <br /> YR2 A2 �v <br /> FL= 44.50 <br /> FL--44.70 � <br /> BC FL=42.35 <br /> i CAROUNA & CHESTNUT 4 ULAC & MOKELUMNE Fqc POgT <br /> C-1 C-1 H w FgTjF, <br /> q<< t-FRrRN <br /> 8� <br /> STA: 167+64.94 <br /> OFFSET: 2.40 R <br /> STA: 167+52.83 <br /> OFFSET. 3.76 R NOTE: ONLY PORTION OF WALL SHOWN <br /> FL= 41.55 <br /> x� y° STA: 167+51.69 <br /> 41.10 a STA: 167+65�� OFFSET: 2.70 R 9 ARCHITECTURAL TREATMENT SANDBLAST <br /> FL_ <br /> OFFSET. 3.59 L STA: 167+41.40 C-1 NOTE: DETAIL IS CONCEPTUAL <br /> OFFSET: 5.64 R <br /> n STA: 167+53.11 STA: 167+40.45 <br /> �\ OFFSET. 3.92 L OFFSET: 6.58 R <br /> * „ STA: 167+52.08 STA: 167+36.78 <br /> U- ti O9h y o h� OFFSET. 2.99 L OFFSET: 4.13 R <br /> rp STA: "M"5+47.14 STA: "M"5+57.02 <br /> STA: 167+42.10 OFFSET: 3.02 L <br /> OFFSET: 3.25 L OFFSET: 3.41 L <br /> STA: "M"5+21.84 STA: "M"5+58.04 <br /> G �� F� G OFFSET: 6.39 L OFFSET: 4.04 L <br /> STA: 167+41.15 STA: "M"5+46.19 <br /> OFFSET. 4.33 L OFFSET: 4.44 L STA: "M05+72.51 <br /> Fv O 0v 00 �+ OFFSET: 3.83 L <br /> STA: 167+36.63�, kk• � STA: "M"5+20.76 <br /> OFFSET. 4.54 L OFFSET: 5.07 L <br /> 4p v K �Q i11q 4� <br /> STA: "M"5+72.60 <br /> sS STA: 167+35.60STA: "M"5+58.09 OFFSET: 0.17 R <br /> L_ <br /> 41-27 OFFSET: 3.39 L STA: "M"5+24.70 OFFSET: 0.71 R <br /> 43.75 STA: 166+98.49 OFFSET: 0.49 R STA: "M"5+57.06 <br /> FL= OFFSET: 0.27 L <br /> OFFSET. 2.57 L STA: "M"5+21.97 STA: "M"5+47.07 <br /> FL=40.65 FL= 43.60 OFFSET. 1.51 L <br /> OFFSET: 0.04 L <br /> STA: "M"5+46.08 <br /> STA: 166+58.91 OFFSET. 0.93 R <br /> 2 INDIANA at CHESTNUT 5 ORANGE & MOKELUMNE OFFSET. 4.44 L STA: 1ss+so.,6 <br /> OFFSET. 4.66 R <br /> C-1 C-1 <br /> STA: 166+55.54 <br /> OFFSET: 6.99 L STA: 166+59.03 <br /> OFFSET: 5.79 R <br /> STA: 166+45.27 <br /> OFFSET: 5.88 L STA: 166+45.40 <br /> STA: 166+44.36OFFSET: 4.06 R <br /> 4271 OFFSET. 4.87 L EXIST. EP <br /> EC FL= STA: 166+34.27 STA: 166+44.48 2' <br /> OFFSET: 3.94 L OFFSET: 3.07 R VAR. <br /> 0' - 11 EXIST AC SURFACE <br /> EC FL= 42.75 STA: 166+33.20 STA: 166+34.54 IMPORT BORROW (TOPSOIL) NEW/ EXIST. CG&SW <br /> OFFSET: 4.90 L OFFSET. 2.68 R OR A.C. (TYPE B) AS APPLICABLE <br /> AT NEW CG&SW LOCATIONS <br /> h0 % STA: 166+33.59 :*-- <br /> ti <br /> STA: <br /> 4.18 7L <br /> a x? OFFSET: 3.72 R CONFORM <br /> y s� kLgL <br /> �rV 045' A.C. BASE <br /> 18 6 <br /> OFFSET: 4.12 8R <br /> �G �5 �/ �� <br /> AN A.C. OVERLAY 0.50' AC WIDENING <br /> y �ti !% 8 A.C. WIDENING DETAIL <br /> �ry "ri A7 ROUNDABOUT LAYOUT C-1 (MOKELUMNE STREET) <br /> R?8O � <br /> EC FL= 41.99 s LOWER SACRAMENTO do MOKELUMNE <br /> C-1 <br /> BC FL=42.72 / <br /> 3AUGUSTA & CHESTNUT <br /> Q• C-1 <br /> QROFESSI A� <br /> BEFOREALL U.S.A.CATING Re No . Description Date D�✓ PB°ve MARK THOMAS & CO. INC. ~ MI �c <br /> DEPARTMENT OF PUBLIC WORKS m <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 No 3813 A <br /> 800-227-2600 FOR REDUCED PLAN SACRAMENTO, CA 95826 <br /> TOLL FREE (916) 381-9100Exp. 3 31 07 SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2 WORKING DAYS BEFORE ALL s�9E OCIVIL F �\P <br /> PLANNED WORK OPERATIONS 0 1 2 3 F ad <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> H. CARCY 4o1oz COUNTY OF SAN JOAQUIN SCALE: NO SCALELOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON NO. SHEETS <br /> M. SELLING 4101102 C. ROCKWAY 4101102 DETAIL WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 14 40 <br /> FILE NAME DRAWER SWEET AD. ACAD REVISIONS DATE <br />