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Existing Driveway <br /> BENJAMIN HOLT DRIVE— — <br /> o. — <br /> \\\ \\♦ Sto. 12+80 Belmont PI. <br /> \ \ = Sto. 5+00 Polk Way Conform Sta. 23+2 — — — <br /> 0.10 •r <br /> �y w - - - - - - - - - - °-- o 0.00 <br /> -- ---- --------------- <br /> • a 1 <br /> 0 17, 1 1 <br /> o �• o ' • • . . . . . . . . . :� . . . . . . . . . . . . . . . . . . . . . � 117' 1 <br /> 0 0 °c <br /> 6 0.00 1 1 GENERAL NOTES <br /> . . . . . . 1 <br /> � 1 0 <br /> - - - - 0.10 - - o. <br /> �\ 7,■ 111 0 , 0 1 . Advance Leveling and Crack Sealing <br /> 1 III of existing surface shall be as directed <br /> 0 11 ' CA 11 1 r` g0 III 1 by the Engineer. Payment for this work <br /> r-T1 v 1; 111 ,\I 11 IIII I III shall be by Item No. 1 , Force Account. <br /> 1 13 1 J 11 P 0 L K WAY 111 N 11 0 ♦ s I IIII 2 locations existing <br /> beS1aswalk at trip hazard <br /> determined by the <br /> 111 :N 1 1 111 15 + III Engineer. Payment for this work shall by <br /> 111 111 I\ \11 I it I by Item No. 1 , Force Account. <br /> 11 11 11 1 Sta. 20+78 Belmont PI. 3. Part circle culverts and steel plating at <br /> 1\I �` = Sta. 5+00 Sheridan Way gN% / N 1 IIII driveways are to remain in place. <br /> O 11I II 1 \\ 4. Hand Grinding of asphalt concrete pavement <br /> 11 1 \ p• o will be required at locations where Water <br /> Z III Valves and Maintenance Holes are within <br /> 1 1 Existing Handicap Ramps II1 ', \ / � /--� � <br /> I 111 to remain. k \ pA� jam% v II the planing limits. <br /> — — — — — — — — — — — — — <br /> 1 <br /> 35, 11 j/� II IIII <br /> 1 40' a . B. . . . . ,0.00 . . . . . . . . 7. . . . . . 1 II I II 1 <br /> 0 0 1 111 0 o Conform - /� — — — 0.10 — — — — 1111 1 1111 I F[;FNn <br /> 15 11 0 16 0 7' 111 111 r ® Variable Depth Asphalt Concrete Overlay <br /> \ 15. 15' <br /> 0 00 \\ I 11111 !111 0.00 Depth of Asphalt Concrete Pavement Planing <br /> 1 111 Z <br /> Limits of Asphalt Concrete Pavement Planing <br /> 40 \ \ V V !� 1 Refer to Sheet No. 8 for Planing Details <br /> _ - DOUGLAS WAY � \ •, \\ H E � D AN 111 11 � <br /> Conform - _ —Conform \ ;p \\ S I 1 11 R Conform to Existing Radii (Lip of Gutter) <br /> — — — G — — — — �\ \ \ \\ 1 11 1 1111 ® Handicap Ramp. <br /> Refer to Sheets No. 4, 5, 6 and 7 for details. <br /> 1 1 r w Water valve frames and covers to be adjusted <br /> @ <br /> `I 11 II \\\\ \\\ h5 or 111 111 ➢ to grade. <br /> 000 1 11 M 1111 m ® Maintenance Hole e Frame and Cover to be <br /> g l 1 1 grade.I II \ \\ \\ + 1 111 <br /> II 1 O \� 1 1 H Existing Maintenance Hole Frame and Cover <br /> / 111 to remain in place. <br /> I \ \ Sta. 18+15 Belmont PI. <br /> II II \\\ `\\ = Sta. 5+00 Rutledge Way �.♦ i/ u> 11\1 S.D.I. Frame and Cover to be adjusted to grade. <br /> T 11 Refer to ramp details Sheets No. 4, 5. 6 and 7. <br /> 11 I I 1 \ / � , • 1 <br /> Existing Handicap Ramps \ 0 /' 0 1 1 a Existing S.D.I. Frame and Cover to remain in place. <br /> II I to remain. \ 0 ` '¢ //'� 111 Refer to ramp details Sheets No. 4, 5, 6 and 7. <br /> � il iI <br /> II --------- — — — — — —----- <br /> ---- -------- <br /> 35' <br /> 40 III 00 0 - . . . .6 . . . . 0. 7 <br /> 00 . . . . . . . . . . . . . . <br /> 0 0o i III 0Conform - �, — — —� 0.10 <br /> \ I <br /> —_=- - - —_——_ 0 0 45' \\ • . '. \� WAY <br /> PORTER WAY \\ \\`\ UTLEDGE VV \� <br /> Conform_ <br /> Conform <br /> I . <br /> v i I \`I Const. <br /> Limits of Clearing and Grubbing <br /> 2' 10•A _I_ A�I- A10.A 2, <br /> 55' * Pavement Reinforcing Fabric <br /> 0 .o I \�\ ;d+ \`\\ o UO � I 0.10' A.C. (TYP•) <br /> I 15' �--- - _ _ -�� <br /> — - - - - _ _ _ <br /> Existing Roadway � J <br /> I I I \ •, _ Exist. Conc. C. G. & S. <br /> \ CALHOUN WAY 0.17' Asphalt Concrete Overlay to remain in place (Typ.) <br /> 11.7 17' I I 0 \ — — Conform See Planing <br /> I I ----- = Detail sheet 8. <br /> II o TYPICAL SECTION <br /> 00.00 / ` o cP Belmont Place <br /> _ _ _ —_ —__—___ 1 \ \ Sheridan Way <br /> 0.1 O -— — \ \ Rutledge Way <br /> + \ \ Polk way <br /> _ on orm to., \ Leesburg Place <br /> ROAD- \ \\ "A" = 4't Sheridan Way, Rutledge Way, <br /> — WAIN _ ate =s_-_— — — \ \\ ��' 1�• \\ Polk Way, (Williamsburg PL (E) to Leesburg PL.) <br /> "A" = 7't Belmont Place, Leesburg Place, <br /> \ Polk Way (Belmont Pl. to Williamsburg PI. (W)) <br /> * Variable width 28'-34' to match street widths. <br /> A Variable depth A.C. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA RECOMMENDED DATE SHEET TOTAL <br /> &..IA..Pata� 8/98 / COUNTY Of SAN JOAQUIN NO SCALE TYPICAL SECTION WEST STOCKTON STREETS RESURFACING NO. SHEETS <br /> Y.dy.. X.J. 9/9B 1(�I9S' �, 9$ � �� / B AN D PLAN 2 8 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> Oil El <br /> gis-cad\...\projects\west stockton streets\sheet 2 <br />