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83MV80 3V4VN 3113 <br /> 0.12' A.C. <br /> n <br /> 0 <br /> 0 <br /> 0 <br /> 3 <br /> N <br /> I O 1i 0) <br /> R.&D. 56' of Exist. Valley Gutter C7 R.&D. 43' of Exist. Valley Gutter D R.&D. 49 L.F. of Exist. Valley Gutter m „ 00 <br /> Place 56 L.F. Valley Gutter (Type II) Dp Place 43 L.F. Valley Gutter (Type 1) r— Place 49 L.F. Valley Gutter (Type 1) U) <br /> Sta. 27+88 to Sta. 28+44 -C Sta. 31+96 to Sta. 32+39 D Sta. 35+37 to Sta. 35+86 I 6■ <br /> Detail No. 1 below - See Detail No. 2 below N See Detail No. 3 this sheet f*1 <br /> See D (� <br /> Const. SCALE: 1 : 30 <br /> M Im <br /> m + <br /> r,1 + OD <br /> -� rn <br /> 3� R R 1 0.101 it <br /> _ -- -------- -- - ----------------- <br /> 11 <br /> J 0.00 N <br /> ------- \�H \Ni • C <br /> N --- <br /> ------ 33 N 35 �• <br /> D J ---- ---�H -- 34 <br /> ---------------- <br /> 32 <br /> N A Na .- _ _ w27 28 29 30 + + No _.- y <br /> +O <br /> OD <br /> I r r w <br /> M <br /> Z r _. _. ... p F Drainage Swale =' n+i Existing Trees & Sprinklers O <br /> z <br /> r M <br /> ' % ii Drainage Swale B Others By Others o o r to remain (Typical) <br /> 9 x5 PG&E Utility Vault 9 Y o u a m <br /> Place Asphalt Concrete on <br /> three sides, slope away JI + e <br /> J �— __ _ ______====3=6=-------- �� Place 30'x8' Asphalt <br /> from existing vault =________— -- ----- Place 27x8 Asphalt <br /> Place 25'x8' Asphalt High School Parking Concrete Valle Gutter so Concrete Volley Gutter 70 <br /> P y � '"" at parking entrance. M <br /> Concrete Valley Gutter at parking entrance. a � <br /> Place 40 L.F. Valle Gutter T e I at parkin entrance. See Detail 4 this sheet. CD See Detail 4 this sheet. <br /> Sta. 29+67 to Sta. 30+07 See Detai 4 this sheet. <br /> (Slope to Grade as indicated) 44' o ° END PROJECT <br /> 3 < <br /> o School Parking Area v Sta. 36+00 <br /> Var_ �Var. 3 <br /> v <br /> I <br /> DETAIL . 4 A <br /> NOTE: <br /> 1.) Existing Storm Drain Inlet Frames and <br /> Covers are to be salvaged and reset w rt <br /> in the new Concrete Valley Gutter (Type 1) ° 29' <br /> at existing elevations. b 0 <br /> N N <br /> D 2.) Concrete Valley Gutters (Type 1) are to N O N <br /> Trl be replaced at existing grades (Typ.). N', M Z o+D <br /> r w t28' m N <br /> < Ti .08 <br /> 1 ■ <br /> N 1 10(A5' <br /> 12' NO SCALE <br /> M N - - <br /> - - <br /> 4' <br /> N • <br /> 15' 33' 33' rt 7 <br /> Ln <br /> 0.08 3' .U). <br /> 0 0 0 ■ to g' 1 0 0 <br /> ll�N N N N N NO SCALE 4' • . . . . . • • • • 0 33' W O <br /> OD w oD NO SCALE + �® (, <br /> + + + o w 49' + 3 <br /> w � N o t26' w N Limits of Asphalt Concrete (Miscellaneous Areas) OD <br /> + 0 <br /> 1, <br /> R <br /> ///4 <br /> 08 _ o <br /> 1' R t29' 08 R 8 ■ 36 7 <br /> R 1® 3r _ ° . . 12'- COC1St. + o <br /> OD <br /> 4' 7 <br /> AA <br /> q <br /> Ln <br /> o ° (Approx. 4 S.Y.) (Approx. 18 S.Y.) �15'� <br /> 1' S6, o Const. 0 1 C <br /> _, <br /> `� <br /> 3 Limits of Asphalt Concrete (Miscellaneous Areas) 3 v+ - __ wOD OD <br /> � 00 + + 5' 3, 11 <br /> DDI <br /> 28 32 <br /> 43' <br /> Limits of Asphalt Concrete (Miscellaneous Areas) 0.00 1 12' <br /> � Const. n '777 <br /> • • 6 Existing curb <br /> Refer to PlaningDetail C on sheet 2 . to remain in place. <br /> for additional information. —_ <br /> t32' 0.08 <br /> OA A --A <br /> z <br /> M <br /> 0.50' Depth Asphalt <br /> 0 Concrete (Misc. Areas) <br /> o m <br /> M SECTIONALA—A <br /> (Approx. 10 S.Y.) <br /> DETAIL 1 <br /> Ln DETAIL 2 DETAIL 3 <br /> oDRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN & FRONT STREET IMPROVEMENTS NO. SHEETS <br /> PT 5/z4/os 1p��7a r*'i il'Gad),41i0 f °� INTERSECTION DETAILS (Duncan Road to Ione Street — Linden) 5Li s <br /> ACAD FILE NAME DRAWER SHEET NO. <br /> A <br />