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Last modified
10/14/2024 11:31:39 AM
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98494 <br />DESIGNED BY R T�Li9Cx� <br />DRAWN BY �^ <br />CHECKED BY <br />/:A' SEL7 atI7TE,It 6Mr ll=11°C,VW7) <br />74 142/0 <br />0 <br />ELEVAT/ON <br />/"= IvLO" <br />�FXI577NG CONCRETE <br />slrzrJcruRE•. <br />SKEW ANdZe 701071,300 <br />(I5'IN <br />I I ( I I L� Of EXISTING ��EMENT <br />I�II <br />_ I <br />ARD <br />EX/5T/NG WIAU"1r9L5 <br />EJ�1 STJN RE I I I 771 BE 1zE1WVEd. <br />I <br />pROf'ERTy LINE <br />CONSTRUCT INL ET 6`77?1-1C7ZJ1"E, <br />SEE GSTAIL5 7H/5 .611557- <br />- <br />HEET <br />I <br />TdP OF c�LO—f�E <br />I <br />A <br />PLAN <br />/"' /r 0" <br />INLET STRUCTURE <br />¢2r O" <br />EJ(/5T/NG <br />PAVEMENTS EL.,4L46f <br />W. 72 I <br />EX16771VG CONC 577VCWIT5 -) I / ,IW1975E0 INLET S7fzUG7URE -J -----_- <br />SECTION A -A+► <br />/fl- 10L00 <br />REV. I DATE I DESCRIPTION I BY <br />BENCH MARK: ELEVATION_ <br />DATUM - <br />DESCRIPTION <br />(5EE SHEE7- NO. /> <br />O <br />0L9 <br />`. lk <br />INLET 5TRUC7URE #7@IO" 1 <br />(SYMMb7RICr4L A/TJ�#70JO" <br />�4GI9"MIX.r�� <br />7C 5'O.c . <br />7V4"M/N. P/LLET 7Y/.' <br />7"1 <br />�`4@IB"Mgx. <br />AZ;reXVAT/VE <br />7@5"O.C. CON571?UC77O/V./O/N <br />4�I C0V5,7R(IGTIONJO/Nr <br />df'770Nr4L COru57RUCT/ON <br />JOINT. . <br />2"CL. <br />r.¢B <br />e70 /0" <br />6t9"lo <br />vp <br />I3, B��/N�5/!7E H//1LL 777Wi4LL� 9�" <br />7-0 MATCH EX15711V6 572FLII RE <br />TYPICAL HALF SECTION <br />p2"' IL O r, <br />INLET STRUCTURE <br />SOURCE <br />CAL72VW.6 57AM041W <br />1%4Al50AT50 JULYe94 <br />5TL7. #b� <br />4 <br />r; <br />3!4'• <br />IWY Bf VAR/L=0 BY <br />ENGINEER M %I <br />CON0171,01(5 /N 71le <br />F/FGD. FOOTINGS <br />u^I/DULD dE POlIRL'L <br />,96',9/iusT allo/s7arYBEo <br />M 7,,,wiIr14L S. <br />/Qo" <br />PLAN <br />Y4"- ILO" <br />TYPICAL W11V6tVALL <br />WILLIAM MILLER <br />LOWER SACRAMENTO ROAD <br />I$ LIBERTY ROAD <br />STREET IMPROIAEMENTS <br />�7) <br />r" 7eIl/"�� r v <br />���999 3-4� <br />7G /O.�" <br />"7e DJC <br />3!4" <br />Al ". <br />#GX346r"@ 19'/747. MAS. <br />DRILL AND 61VL IT /d " <br />IN70 E)(1577NG CTUR <br />G CENTER Of Iv LL. 7YP <br />ALL lAlraUND. <br />Ej(/5T/IVC CONCRET6 <br />e57UC7 c,//E . <br />L. 29.4 1 <br />>V/OVE e_X/ST FOD71Aa UN77L FLU51"' Wl <br />149&7M51V7' Jf IT CONFLIC75 WITH NEIN <br />INLET STRUCTURE. D//LIENSIONS OF <br />EXISTING FORTING T17,AL= VERIFIED <br />BY CONTiA?v4C7UR. <br />T YRICAL LONGITUPINAL SECTION <br />#7@ /2 L --J <br />(H=/ l <br />5r�E TYP. 5EC/70N <br />SQURCE� <br />CAG T r4IV5 STANDARD 1 L"N5 -� <br />.DATED JULY I'I S70.'°"D64 WIj <br />FIELD BOOKS SCALE <br />AS SfAlrAViV <br />FB. N4 <br />F. B. N4 JOB NQ 5905 - 671-7 <br />F. B. w CODE IDRAY/INI <br />IB! E'/ <br /># 7eI:*C. (H•/2) <br />VIII <br />2- #4 ALONG 7a- <br />a/- yVfiLL <br />2'o"(H=Jo <br />'''7C OIC.IJ=I2) <br />> 7t /510 , (H=/o) <br />SEE lVrTEr D <br />SEE /VOTE B <br />SEE NOTE C <br />�J R.9"J I � <br />#7@15 L KF4R FACE #4 TOT 7. <br />(H=/O) REf4R SHOWN 8" <br />5EE7Y7'�G7/DN 2' S "(H•12� <br />712" (I/= AV I "I Pv-10 <br />ILL ELE vArl0/V (9= !o) <br />TYPICAL SECTION B -B <br />NOTES <br />A. 4"0DMVI 47'C -C'. E)C/V5E0 NiILL DRNN5 5HALL BELOC,47FP /=O�fABOVE <br />F/NI5HEp 6/I <br />B. ar_IWUARE ALUMINUM O/?a4LVANIZED 57EEL N11<=_ A "MESHIS/1R0AMv?E <br />C107H�M/N. WIRE DI,4ME7FR 0.025 %/INTI? FIRMLY r0 S4CICfACE <br />C. ONE CUBIC FMT PERV/OUr5 AM7ER64L INA BURLAP _5400, 56CZ.IIY <br />r�Eb. <br />D. PERVIOUS $4CXF/LL MATERI,4L CONT/NUOU5 BEHINO AL j4IN/NG lNr9LL . <br />LOyvER S^4C,;MENTO,�go CORPORATION THE S P I N K !3T <br />ENVIRONMENTAL PLANNING • ENGINEERING OF - <br />INLET STRUCTURE <br />ARCHITECTURE • SURVEYING • MAPPING • SYSTEMS /4 <br />720 F STREET • SACRAMENTO, CALI FORNIA 91$14 - PHONE (916)4{4-61'70 <br />V� �^ <br />#4@ /9b(5' <br />W <br />W <br />N <br />v <br />5EE N07E IA <br />Z <br />Q <br />-��. <br />� <br />� <br />W <br />2'o"(H=Jo <br />'''7C OIC.IJ=I2) <br />> 7t /510 , (H=/o) <br />SEE lVrTEr D <br />SEE /VOTE B <br />SEE NOTE C <br />�J R.9"J I � <br />#7@15 L KF4R FACE #4 TOT 7. <br />(H=/O) REf4R SHOWN 8" <br />5EE7Y7'�G7/DN 2' S "(H•12� <br />712" (I/= AV I "I Pv-10 <br />ILL ELE vArl0/V (9= !o) <br />TYPICAL SECTION B -B <br />NOTES <br />A. 4"0DMVI 47'C -C'. E)C/V5E0 NiILL DRNN5 5HALL BELOC,47FP /=O�fABOVE <br />F/NI5HEp 6/I <br />B. ar_IWUARE ALUMINUM O/?a4LVANIZED 57EEL N11<=_ A "MESHIS/1R0AMv?E <br />C107H�M/N. WIRE DI,4ME7FR 0.025 %/INTI? FIRMLY r0 S4CICfACE <br />C. ONE CUBIC FMT PERV/OUr5 AM7ER64L INA BURLAP _5400, 56CZ.IIY <br />r�Eb. <br />D. PERVIOUS $4CXF/LL MATERI,4L CONT/NUOU5 BEHINO AL j4IN/NG lNr9LL . <br />LOyvER S^4C,;MENTO,�go CORPORATION THE S P I N K !3T <br />ENVIRONMENTAL PLANNING • ENGINEERING OF - <br />INLET STRUCTURE <br />ARCHITECTURE • SURVEYING • MAPPING • SYSTEMS /4 <br />720 F STREET • SACRAMENTO, CALI FORNIA 91$14 - PHONE (916)4{4-61'70 <br />
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