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SAVED: 4/18/2017 <br />G:\224219\PUD\224219-PGR.DWG <br />STATE HIGHWAY 42 <br />FINAL PLANNED UNIT DEVELOPMENT <br />THE BUSINESS CENTER AT CTC <br />LOT 1, BLOCK 3 <br />2035 TAYLOR AVENUE <br />LOCATED IN THE NE QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M., <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />EX. R.O.W. LINE <br />OU TLOT F <br />CITY OF LOUISVILLE <br />MONUMENT SIGN <br />EX. 55.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />(EASEMENT AREA 2) <br />'IN V=5296.75 <br />FL=11.50 <br />FL=11.75 <br />FL=11.50 <br />FL=11.00 <br />FL=12.00 <br />FL=11.00 <br />FL=06.75 <br />ToW=18.0 <br />BoW=14.0 <br />5315ToW=13.0 <br />BoW=12.0 <br />FL=12.15 <br />FL=11.95 <br />GR=5310.50 <br />XBW=97.9 <br />30 FT DRIVE <br />XBW=97.60 <br />ToW=14.0 <br />BOW=12.0 <br />CONC=12.65 0 <br />FL -12.10 <br />GR=5310.50 <br />5313.00 <br />° <br />5313.00 <br />FL=12.40 <br />vt <br />J <br />FL=12.30 <br />FL=12.20 <br />FL=10.00 <br />FL=08.40 <br />5313.00 <br />FL=08.40 <br />FL=07.00 <br />FL=06.00 <br />FOUNDATION DRAIN <br />5313.00 <br />FL=13.30 <br />FL=13.25 ca <br />FL=14.35 6 <br />6.6% x <br />I 5.0% <br />13.20 FL=12.00 <br />FL=14.35 1 <br />FL=11.88 <br />FOUNDATION DRAIN <br />3:1 SLOPES <br />BEHIND WALL <br />FL=13.00 <br />5.0% <br />FL=13.00 <br />FL=14.35 <br />BoW <br />ToW <br />FL <br />BOC <br />BW <br />Existing Contours <br />Proposed Contours <br />Flow Arrow <br />Stormline <br />Bottom of Wall <br />Top of Wall <br />Flowline of Curb <br />Back of Curb <br />Back of Walk <br />FF=5313.00 <br />FL=11.28 <br />ToW=17.0 <br />BoW=16.0 <br />I / <br />XBW=17.93 <br />FL=14.00 <br />FL=14.20 <br />FL=11.75 <br />FL=13.50 <br />4.8% <br />m <br />N N <br />52%\ <br />FL=12.75 <br />FL=12.65 <br />FL=11.00 <br />FOUNDATION DRAIN <br />FL=13.00 <br />° FL=13.00 FL=12.80 <br />•--.GROUND AT BLDG=5309.00- <br />4 08.75 08.75 <br />13.00 <br />0 <br />0 <br />0 <br />®-1�- 313.0\\;\1:1; ` 1 1 ° 11:111111° <br />.00N\\ \\1�111111II�NN����1111 IIIAI��\111 111 \I:: <br />I1 <br />��������11111IIII1 <br />�IIIIIII�IIII�11l 11 l jlI 1111111 I 1 <br />I I 1 l 1 1 1 1 1 1 1 1 1 1 <br />1111 111 111111 <br />1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 a <br />I I 1 11 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 <br />111 1111 I11 I II11 II I <br />11111 I11111111111I111�1� <br />II III1 Ii1111 II I1101III 01111111• <br />1 1: � 1 1 1 2 1 1 � 1 '7)1 11:IIIII1IHII::I:I <br />II I <br />111l�lllj►►;1. <br />I11 1III�1111�11111111I11 <br />I11111111111111111111�11 <br />IIIlI111III111111i <br />1111�e <br />-I 111 11111111I I I 11111 <br />__-----_- /_/,//I / i I I 1 11 <br />1 1 1 1 1 1 1 1 I <br />--- __ _ �//////� / 1 1 1 1 1 1 1 1 1 1 1 <br />- -�- --�- -_ /�/ii/''II///II 1 I I 1 1 <br />1 <br />I _���/�//�//� IIIIII�1 <br />/ / / / / P GR=12.90 I <br />�■ �. ®° <br />-- <br />5313.00 <br />a-- <br />5313.00," 5313.00," <br />SCREEN WALL <br />° 13.00 <br />/ <br />FL=12.50 <br />FL=10.60 <br />FL=06.95 1.1 <br />FL=06.75 <br />ToW=01.0 <br />BoW=00.0 <br />T//.0 <br />BoW=97.0 <br />ToW=98 5 <br />BoW=97.5 <br />ToW=98.5 <br />BoW=95.0 <br />I N V=5292.75 <br />FL=06.08 <br />FL=05.73 <br />EX. 54.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />(EASEMENT AREA 3) <br />WQ WSE=5293.45 <br />10YR WSE=5296.01 <br />100 -YR WSE=5297.67 <br />ToW=98.5 <br />BoW=94.5 <br />FOUNDATION DRAIN OUTFALL <br />FL=10.90 <br />FL=10.95 <br />FL=10.90 <br />ToW=99.5 <br />FL=05.30 <br />ToW=99.5 <br />BoW=95.5 <br />FL=12.50 <br />CONCRETE <br />FL=13.00 <br />SCREEN WALL <br />5315 <br />FL -11.68 <br />FL=10.85 <br />FL=10.80 <br />FL -10.75 <br />FL=10.35 <br />FL=11.55 <br />FL=10.30 <br />FL=12.78 <br />1.4% <br />TRASH <br />RETAINING <br />WALL <br />FL=09.63 <br />X <br />08.35 <br />ToW=98.5 <br />BoW=94.5 <br />FL=12.15 <br />3 FT CONCRETE PAN <br />r <br />rn <br />cV <br />OUTFALL STRUCTURE <br />INV IN=5291.00 <br />INV OUT=5290.50 <br />11 1 11 <br />EX. 18" INV=5290.22 <br />FL=11.83 <br />FL=12.08 <br />B W=16.59 <br />1.1% <br />11.50 <br />CONCRETE 5311 <br />FL=10.20 <br />FL=07.82 <br />FL=07.72 <br />FL=07.00 <br />FL -06.00 <br />FL= 09.95 <br />FL -09.90 <br />FL=07.50 <br />FL=08.05 FL=07.95 <br />FL=06.00 <br />FL=06.50 <br />S99 FL=03.83 <br />FL=11.45 <br />FL=10.85 <br />FL=08.90 <br />FL=10.75 <br />FL=05.25 <br />FL=05.40 <br />FL=05.00 <br />FL=91.10 <br />L <br />FL=91.50 <br />INV=5294.50 <br />eleal <br />FL=09.05 <br />FL=09.05 <br />v tea..Aml <br />FL=06.04 <br />FL=04.65 <br />0.9% FL=04.34 <br />FL=04.10 <br />FL=05.08 <br />ToW=98.50 <br />BoW=94.50 <br />1 I <br />ToW=97.83 <br />BoW=94.50 <br />30 FT EMERGENCY SPILLWAY <br />ToW=97.83I <br />BoW=94.50/ <br />I1 1 <br />ToW=98.50 <br />BoW=94.50 <br />CONCRETE <br />FL=03.50 <br />FL=03.25 <br />FL=02.99 <br />FL=02.63 <br />XBW=11.11 <br />XBW=09.18 <br />EX. 5 FT WALK <br />XBW=02.79 <br />XBW=02.16 <br />ToW=98.5 <br />BoW=94.5 <br />TAYLOR AVENUE <br />30 FT DRIVE <br />SCALE: 1" = 30' <br />SCALE VERIFICATION <br />BAR IS ONE INCH <br />ON ORIGINAL DRAWING <br />IF NOT ONE INCH ON THIS SHEET <br />ADJUST SCALES ACCORDINGLY <br />0 <br />r <br />72 HOURS BEFORE <br />0Z <br />0 <br />¢F <br />>c..) <br />QO <br />U <br />w= <br />Z J <br />ow <br />=a <br />o a <br />w <br />J Z <br />H <br />U <br />�a <br />W <br />U <br />J J <br />W 0 <br />Z <br />i <br />UZ <br />a <br />REVISIONS <br />>- <br />m <br />w <br />1- <br />0 <br />DESCRIPTION <br />O <br />Z <br />a <br />a <br />a <br />a <br />2035 TAYLOR AVE <br />N <br />CIVIL ENGINEERING <br />GRADING PLAN <br />Lu <br />Lu <br />Lu <br />J <br />W <br />ETKIN JOHNSON <br />Ij <br />z <br />z <br />z <br />1 <br />0 <br />CL <br />N <br />N <br />JOB NUMBER: <br />224219 <br />DATE <br />04/14/17 <br />SCALE <br />SHEET NO: <br />1"=30' <br />3 OF 13 <br />