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IRVINE, CALIFORNIA <br />cc <br />0 <br />U <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />-POSITION EDGE OF PRINT -ON THIS LINE <br />DRAWING NUMBER <br />NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />POSITION EDGE -OF PRINT ON THIS LINE <br />LL <br />.CL1 <br />CO <br />Cr) <br />1.7d <br />cu <br />2: <br />ss< <br />n <br />a: <br />Cl) <br />LCs <br />C31 <br />0-) <br />(J-.) <br />LJ <br />-D <br />1:Z <br />L <br />20 <br />\\ <br />\\ <br />\\\ <br />STORM SEWER MANHOLE <br />RIM = <br />IN \\ <br />INV W 18"= 341.31V S 18"= 341.25 <br />2p <br />SCALE: 1"=20' <br />40 <br />A <br />LOT 8 <br />N <br />a <br />FINISHED FLOOR <br />ELEV.,:; 5346.5 <br />RETAINING VstALL <br />TOW= 346.50Th <br />BOW= 342.17 \ <br />s <br />TRENCH DRAIN <br />GRATE ELEV= 342.17 <br />SEE DETAIL SHEET <br />RLDGEL!NE <br />ELEV= 342.5 <br />LOT 10 <br />PES INV= 335.50 <br />0 <br />BURIED TYPE ''L" RIPRAP <br />10'X5', d50=9", DEPTH= 18» <br />6" TYPE II BEDDING <br />RELEASE STRUCTURE <br />SEE DETAIL SHEET <br />\\\ <br />\\\\ <br />\‘1 <br />kt <br />'53"--18" (CLAS1S III) <br />© 6.0% (PRICTA1E) <br />INV IN= 340. <br />;341,76' <br />\15.0'-18" RCP (CLASS III) <br />l©N'y13.1a 335.3 <br />) 4' DIA. STORM MANHOLE <br />RIM= 340.5 (PUBLIC.) <br />IN(N)= 335.00, INV IN(W)= 334.50 <br />INV OUT(E)= 344.4 <br />5' DIA. STORM ANHOI <br />RIM= 344.20 RI VAT <br />INV IN(N)=--336.0 <br />INV 0(JT(E)= 336\60 <br />\ \ CURB CUT <br />"tvIATCH FX. FLOWIA <br />\ <br />\ SEE DETAIL) <br />SANITARY SEWER MANHOLE\ <br />RkVi = 344.12 <br />INV IN 6"= 335.92 <br />INV OUT 8"= 334.76 <br />STORM SEWER MANHOLE <br />[RIM = 339.48 <br />INV W = 334.18 <br />,// INV E = 334.22 <br />\ 'A \N <br />" <br />SflE BENCHMAR <br />MANHOLE RIM = 5343:85 <br />"""TY LOUISTALLL <br />PUBUC WORKS <br />CI STORM SE WE R A t,s1 ytt, <br />INV W 16i'# 338.84 <br />INV E 18c' = 338.72 <br />RIM = .2.8Er <br />tbs <br />I Cl <br />CURB INLET -.Attu \ <br />\ \ \\ \ <br />STORM SEWER MANHOLE <br />RIM = 343.74 <br />INV W 18"= 340.51 <br />INV N 18"= 339.30 <br />INV E 16"= 339.14 <br />SANITARY SEWER MANHOLE <br />RIM = 335.78 <br />INV IN 8"= 328.05 <br />....0011210001M16110808115111.4,........ <br />• <br />EXISTING <br />RAILROAD <br />LOT 6 <br />SD <br />END <br />TOW=.„3421.0 <br />.„, <br />s". <br />R=460.00 <br />Del ta=32°4304- <br />L=262.68 <br />Ch= 25.9.12 <br />Cb= S694.6' 28" W <br />.„- <br />F <br />RIPRAP <br />BURIED <br />6" <br />RETAINING <br />AINING WALL_ END WALL <br />TOW= 341,20 - <br />BOW -F4• • 3 4 0: 707 TT _ , 7 - <br />t•sl 1 AIN DITCH <br />BETWEEN PARKING LOT <br />340 AND RAILROAD TRACKS <br />CONTRACTOR TO VERIFY LOCATION <br />OF EXISTING 18" STORM SEWER <br />PRIOR TO CONSTRUCTION <br />LEGEND (EXISTING) <br />C`C.' <br />EASEMENT LINE <br />SD- STORM SEWER <br />SAN. SEWER <br />FIRE HYDRANT <br />\,/ AL VE. <br />- <br />NOTED) <br />SANITARY SEWER MANHOLE <br />STORM DRAIN MANHOLE <br />m <br />TELCO 3 -BOX <br />95 <br />-100 <br />X 339.00 <br />339.00 <br />tstsstskkt; vAss,:ttst.sts't **A*, <br />FL. <br />FG <br />GB <br />RUNDOWN <br />TYPE "L" RIPRAP <br />d50=9", DEPTH= 18" <br />• : <br />WALL <br />ING <br />LEGEND <br />at lid sfilit 1,11,41..10.1 !Itit.iiillist,SslAtIlislultabs..a.lisil <br />TOW <br />BOW <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />SPOT ELEVATION <br />FLOWLINE ELEVATION <br />CURB (SPILL) <br />CURB (CATCH) <br />STORM SEWER <br />PROPERTY LINE <br />FLOWLINE <br />FINISHED GRAIN <br />GRADE BREAK <br />WALL <br />TOP OF WALL 17 I F\IATI ON <br />BOTTOM OF WALL ELEVATION <br />4 1/2" <br />0,4 <br />1-1/2" R <br />SPILL CURB DETAILS <br />1/2" Expansion <br />joint (tip.) <br />2'70" <br />1 /2" R\ <br />1 1 /2" <br />• <br />5'0" <br />4 4 <br />4 <br />CATCH CURB DETAILS <br />10:1 <br />\___6"x6" - 10x10 WWF <br />Continued Into Gutter <br />CROSS-SECTION THROUGH CURB CUT <br />See X -Section Above <br />w <br />WIDTH OF CURB CUT <br />Expansion Joint Mat'I. Req'd. If <br />Conc. Drive Is Used Behind <br />Curb Cut. <br />CURB CUT DETAIL <br />PREPARED UNDER MY SUPERVISION <br />6-0" <br />Contraction J <br />THOMAS A. GARDNER, P.E. <br />REGISTERED PROFESSIONAL ENGINEER NO. 19338 <br />REVISIONS <br />a-- Vertical <br />Curb & Gutter <br />PARAGON ENGINEERING CONSULTANTSINC. <br />CHNGD DETNTN LAYOUT 1-28-00 5575 SOUTH SYCAMORE, SUITE 103 <br />2 CHNGD DETNTN LAYOUT 3 CMP TO RCP 3-27-00LITTLETON, CO. 80120 (303) 794-8604 <br />7-12-00 <br />McCOY SALES <br />DETAIL LGRADNG PLAN <br />LOT 7, BLO K 2, eTc, FIRST FILING <br />!DESIGN: MR !EL: 11-19-99 <br />DRAWN: MR 1PROJECT NO: ____997.024 <br />„), .,, <br />2o <br />; CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />1-800-922-1987 <br />.534.6700INDEVERRO <br />CALL 2 -BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE, OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTILITIES. <br />SHEET 1 OF 3 I <br />