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5Q X <br /> _ <br /> � Zo <br /> ' SO ' 1 <br /> . c % See Sheet No. 6 <br /> for D Street and `0p <br /> X ' I I ) Eleventh Street Const u t� <br /> intersection detail EP <br /> R/W Line <br /> 0 <br /> _ _ _ __ _ _ _ _ _ _ _ _ _ - - - X== Y <br /> % FXM _X X % % Y Y % % % Y % k % k FM_Y % %— <br /> + G G G G G G G G — G s <br /> S <br /> CD <br /> f- �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�I— — — — — — — — — — — — — — — — — — — — — — 0 <br /> 7 - - CA <br /> CD <br /> D Street r. <br /> SID 12" R P to so I CD <br /> CD <br /> N remain in o <br /> . place Z J 20 RCP to remain o so in place <br /> cno + <br /> + - <br /> Cn <br /> C4NX <br /> — '—`i` r, > > { <br /> `v <br /> s <br /> O f <br /> Ois <br /> \ \\ Tj >. _K\•\I / `\C �� _—.^X,�-�.-%T—TX^ -N--�M�—F— .� T \ , \ \ -R\-7 <br /> YTSD T . _ <br /> F k • �\ <br /> R��X�LNMY\NM % % k X �—T X <br /> Place Type 1 Curb <br /> Note: <br /> Conc Curb at fence line to remain I<I \ y Inlet Sta 17+65 EP See Sheet No. 6 <br /> Sto 14+54± to Sto 16+53± 1 I _ t I '� (21 Rt) for Back of Walk <br /> a n rn m cn (p At Tree Detail (Typ) SDI Grate Elev 20.78 <br /> I° I a Sta 20+00 19' Rt <br /> CD CD �n a o I II II �--f 1II \�` .G —J ( ) Begin 7.5' CG&S <br /> Q R/W Line Sta 20+88 <br /> (Do �' U- +CD <br /> I I ! I <br /> ° � � I ; i i iI Note: All Existing trees/shrubs to be <br /> o I i Ii Place MH (Storm Drain)CD 0 c :3 (D\� trimmed and remain in place (Typ). End 9.5 CG&S <br /> I o CD Q (24 Dia). Payment for Temporary Construction Easement Sta 20+86 <br /> i? m ' i i i 6 ii z 0 CD �, MH (Storm Drain) shall needed between Sta 17+69 to <br /> Q. un + be paid as a Type 1 Sto 20+88 <br /> -v ` (D Curb Inlet Catch Basin. <br /> Existing Valley Gutter (Conc) o,V Place 24" SDMH Frame <br /> to remain p,rn �- N and Cover Hamilton Middle <br /> o m ;4: Sto 17+50 (21 Rt) School <br /> 23 23 <br /> Const � � - - - - - - - - - — - — _ _ <br /> EP (Rt) — — <br /> T �— <br /> .................... ..... ..... .... ....... ................................. .................................. .... ............................................ .......................................... .......................... .......................................... ....... .............................................................................. ......... — �... <br /> 0'40% \�6 12" RCP to :remain �o –0.30% 0.25% –0.309° — — — ---- — — — 0.25% <br /> Oy in place p� <br /> Existing swale <br /> grade <br /> . ........................................................ ................................................... ................... ..... .. <br /> 7% <br /> High point High point <br /> Conform to 9 p Place SDI (Type 1 ) Sta 18+50 <br /> Existing Sta 17+35 Sta 17+65 (21 ' Rt) FL Elev 21 .73 <br /> CG&S FL Elev 21 .60 Grate Elev 21 .51 <br /> ...................... ............ .... ..... 9 <br /> .................................................................. ...... ........................................................................................................................... <br /> Sta 16+73± Inv Elev 20.00 R&D Existing SDI <br /> FL Elev 20.89 Place FL Sta 20+00 ( 19' Rt) <br /> Conform to 13'± of 12" <br /> RCP Class 111 � � Grate Elev 20.78' <br /> Existing Conc VG ( ) Inv...Elev...19..33.....:.. ............................................ <br /> ........................ .........................................................................................9..................................... ................................................ . . ... .............. .............................................................................................................................................................................................. . <br /> High point Sta 17+15± Backfill with Control Density Fill Place SDI (Type 1 ) <br /> Sta 16+50 FL Elev 20.99 See Special Provisions Sta 20+00 (21Rt) <br /> FL Elev 21 .72 Grate Elev 21 .28: <br /> .. .. ... .:.................................................'................................................. ................................................. ..............Inv Elev...19.33..... ............................................... <br /> 17 ..... ..................................................................................................................................................... ............................................................................... ... .. ..:.. . 17 <br /> Hinge point R&D Exist SDI z <br /> Sto 16+00 : Sta 17+50 (21 ' Rt) w <br /> FL Elev 21 .52 <br /> : Place 24" SDMH Frame: and Cover o <br /> .............................................................................................. ...........................................................I............ .. .. .... ............................................... ............................................... ............................................................................................... .... : ............................................. ............................... <br /> :.. <br /> :: Sta 17+50 (21 ' Rt) <br /> ::Frame Elev 22.10± – <br /> Invert Elev 19.90 <br /> w <br /> 15 g 1 .7 1.8 19 20 21 15 <br /> 0 <br /> w <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE SCALE: D STREET IMPROVEMENTS SHEET No. <br /> josFiva 1Yu 4107 7,,;,- 14,zolo-i 11/26/07 <br /> COUNTY OF SAN J OAQ U I N VERTICAL SCALE: 1 "= 1 ' PLAN & PROFILE (THIRTEENTH STREET TO NINTH STREET) 4 OF 9 <br /> amu[` d},ln%o y``Zo`o1 HORIZONTAL SCALE: 1 "=20' <br />