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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />4 - <br />-z <br />0 <br />U. <br />C.) <br />- <br />z <br />cc <br />IRVINE, CALIFORNIA <br />• <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />DER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE <br />POSITION EDGE OF PkINT'ON THIS LINE <br />NOTE: <br />EXISTING STORM <br />RIM = 100.07 <br />INV. = 95.42 1 <br />INV. = 95.42 1 <br />INV.= 95.67 1 <br />APPLY GFA DAMP -PROOFING <br />OR APPROVED EQUIVALENT ON <br />FOUNDATION OF BUILDING <br />WHERE PONDING WILL OCCUR <br />2p <br />GRAPHIC SCALE <br />inch 21: 20 ft. <br />SEE MANHOLE SECTION <br />DETAIL ON DETAIL SHEET <br />MANHOLE <br />2" IN 5) <br />8" OUT E) <br />2" IN N) <br />Place new manhole <br />in existing line. <br />RIM = 99.4 <br />INV. 96.09 (FIELD VERIFY) <br />12" INV. IN 96.29 <br />Outlet Control Structu I-4 <br />Inv of Orifice = 96.50 <br />Top Of Headwall = 98.50 <br />Bottom of Headwall = 93.50 <br />POND DATA <br />QMAX <br />W/S ELEV. <br />VOLUME <br />LOT 3, BLOCK 2, FIRST FILING <br />COL ORAD 01 ECHNOLOGICAL CENTER <br />21 LF 12" RCP 0 1.0X <br />LOT 14 <br />SEE STORM SEWER TRENCH SECTION <br />DETAIL ON DETAIL SHEET <br />3:1 SLOP <br />-..-011111111.0-10. MB -11■111m• <br />TuE1=101.00 <br />0.51 (cfs) <br />100.00 (ft) <br />6,023 (cf) <br />BERM AT PROPERTY <br />LINE TO PREVENT ON <br />OR OFF SITE RUNOFF <br />) !NI rp1..) k7 L (,1 <br />N .N <br />.3.47 J k7.) <br />• <br />LOT 4 <br />ARTHUR AVE. ROW <br />• <br />N 01'59'15" W <br />TT <br />UHATIVIrE-F-..A`..A.MLN f <br />LOT 15 <br />1' NOTCH IN CURB <br />200.40' <br />-11•••••••••-•- <br />TOB = 101.00 <br />FLOOD WARNING SIGN <br />SIUM•som-s-1111111111UNIFU <br />GU 1 I <br />-a:01!*,••••$: .A.ti • <br />• <br />RT C&G( <br />00.00 <br />Wir <br />1' <br />N 7623'20" E <br />e 9 <br />9 9 <br />3' PAN <br />3:1 SLOPE <br />START VERT C&G <br />Finished Floor Elevation = 10125 <br />3' PAN <br />100.75 <br />- 1 0 1 - <br />1 0 1 <br />3.0' PAN <br />1" <br />W9X9 <br />WWF <br />0 <br />COMPACT SUBGRADE TO <br />95% STD PROCTER <br />5" <br />1 <br />1 0 0 - <br />GROUND LEVEL <br />SECOND LEVEL <br />14,315 5.F. 2,300 5F. <br />0 <br />t0.5 <br />EXISTING TYPE R INLET _, <br />QTTOM OF BOX = 98.22 <br />I1) = 100.74 <br />' N 13'36'40" W <br />II <br />EXISTING TYPE R INLET <br />BOTTOM OF BOX = <br />LID = 100.70 <br />Ct <br />"164,454 003 <br />ESAYS <br />%LOADING <br />R.1‘. <br />2 BAYS <br />LOADING <br />/ <br />isag,),,.4->ex100.24 <br />IndIMUM111=111i- <br />12" RCP TO MANHOLE <br />ORIFICE PLATE WITH <br />4.68" DIA. CIRCULAR OPENING <br />!NG S ET CK <br />101. i.2rx1O1.21 <br />KING SETBACK atm <br />14' UTILITY EASEry1t4Z <br />Eco <br />_ <br />2op.00' <br />mmanume-,IL-41.4.11Laa. <br />100.48 <br />Match Exist <br />Asphalt Grade <br />7.0% <br />I r" <br />0 <br />0 <br />co <br />/0 .57 <br />X <br />5 <br />PAN - <br />P1 <br />I g <br />.67 <br />101.231 <br />10I.73x <br />Detrr- <br />Z-0 <br />C <br />101.00 1C <br />101.10 <br />salimposaa <br />--- <br />101.00 <br />01.10 <br />4%. <br />50 t 100.60 1167E <br />4.5' CONCRETE Asphalt Grade <br />RAMP SECTION <br />ARTHUR AVENUE <br />- <br />- - --10-1 <br />/ <br />/ <br />7 <br />EXISTING sToRm MANHOLE <br />RIM = 100.58 <br />INV, = 97.60 <br />1' BERM AT PROPERTY <br />LINE TO PREVENT ON OR <br />OFF SITE RUNOFF <br />LOT 2 <br />ORIFICE PLATE WITH <br />4.68" DIA. CIRCULAR OPENING <br />CONCRETE APRON <br />CONCRETE APRON <br />INV. 12" RCP PIPE <br />.4 <br />• • . . <br />' INV = 96.50 • <br />• <br />• 4 <br />ARTHUR AVE. ROW <br />•4 <br />' • 4 <br />4 <br />4 4 <br />A.. <br />1' <br />1' <br />CITY OF LOUISVILLE <br />APPROVAL <br />By <br />Date: <br />Document Approval Expires . <br />The document was reviewed for .. with City of Louisville <br />Design and C. 0. Standards. City approval does not relieve <br />owner, design engineer or contractor of responsibility to correct errors <br />or =Woes relating to this document <br />METAL SIGN <br />WHITE LETTERS <br />GREEN BACKGROUND <br />TOP OF HEADWALL = 98.50 <br />TOP OF WINGWALL = 97.50 <br />- GRADE = 96.50 <br />BOTTOM OF STRUCTURE = 93.50 <br />4. • <br />.A. • <br />4. <br />. <br />OUTLET CONTROL STRUCTURE <br />NTS <br />a • <br />4 <br />. • <br />• 4., <br />4. <br />ett <br />• 4 <br />.4 <br />4.4 <br />3' <br />a <br />12" <br />WARNING: <br />THIS AREA IS A <br />DETENTION POND <br />AND IS SUBJECT <br />TO PERIODIC <br />FLOODING TO A <br />DEPTH OF 12" <br />• <br />FLOOD WARNING SIGN <br />• <br />APPROVED: P.SWIFT <br />0 <br />0 <br />0 <br />0 <br />0 <br />bJ <br />0 <br />a_ <br />UI <br />w <br />as <br />•111•11 <br />V <br />• NM <br />OL) <br />UI <br />VI <br />1.11101, <br />C <br />I-. <br />D <br />VI <br />I.. <br />a) <br />C <br />a.. <br />C <br />3 <br />0 <br />SHEET <br />DRAW. NAME: SHEET3.DIWG <br />