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2 <br />CC <br />w <br />03 <br />z <br />CD <br />:3 <br />cc <br />cc <br />uJ <br />co <br />2 <br />CD <br />cc <br />cc <br />03 <br />2 <br />co <br />Z • 1 <br />P, <br />a <br />I <br />z <br />a <br />• EL <br />ow <br />Do <br />I- CC 5 <br />• g <br />a. <br />Tiw <br />CC CC <br />0 <br />u_ <br />cn< I <br />0 <br />cn <br />z <br />Cu <br />c; • I <br />^ CO E <br />uJ <br />CC '3 <br />2 s <br />Z <br />Z• 5. <br />< o <br />a <br />)-• <br />ow111 <br />CC m) <br />T,7 <br />Do <br />w <br />cc <br />8 <br />0 <br />L0 <br />Lu <br />Lu-, <br />CL CC <br />0 <br />LU <br />z <br />Z <br />• CL <br />En <br />m <br />oI- CC <br />111 <br />Do <br />0 <br />III <br />ci0 <br />G:\224218\PUD\224218—GR.dwg <br />EX. 40.0' DRAINAGE <br />& UTILITY ESMT. <br />LOT 2 <br />SELF, JOEL <br />114E3 30VNIV80 gat? <br />-I ET <br />FL=01.50 ,FL=01.35 FL=01.25 <br />FL=01.25 <br />FL=0i Of <br />•• <br />ii <br />1 I g <br />FO <br />1 <br />01 <br />4.9% <br />-S <br />FL=00.00 <br />4 <br />FL -00.75 <br />1 <br />R=00.00 <br />!tat <br />00.50 <br />IlJ <br />• <br />• . . . <br />• • • • • <br />• . <br />• • . ' <br />. • . • . • <br />• . . • . • . <br />. . . . . . . . . . -...... ' . • <br />. . <br />. • . •• • • • • • • • • <br />• • . <br />• • . • . • . • . • • <br />• • • • • . • . • . • <br />• • <br />• • <br />• <br />• • • • • • • <br />• • . • <br />• • . <br />• • . • . • . • : • . • . • . <br />• • • • • • <br />• • • . <br />• • • • • • • • . • • . <br />. • . • • : • • <br />• • • • . • . • . • • <br />• • <br />• • . • . • . • . • . • • . <br />• <br />• • • • . • . • . • • <br />6 • <br />• • • • • • . • . • • <br />• • • <br />• . • • • . • . • • <br />• • • <br />• . • <br />• . • . • . • . • • . <br />• <br />LI LI <br />\- FUTURE DETENTION POND <br />. • • • • • • • • • . . • • • • • • <br />• • . • • • • • • • • • • • • . • • • • <br />IRA KENNETH HOYLE FAMILY <br />. ' . • . • . • . • <br />SPILL <br />‘FL=02.00 <br />-5300 <br />01 <br />be. <br />rvi NNN <br />99.39 <br />• <br />„.. <br />• <br />_303 <br />FL=02.00_, <br />al In <br />17-1' • <br />F1_=01.50 <br />ToW=06.0 <br />W=04.5 <br />ToW=05.5 <br />BoW=04.3 <br />111 <br />. 4 • .•:,••1_, <br />ft <br />ci) <br />CS <br />) <br />t a. ToW=08.0/---- • <br />X <br />BoW=04.5 <br />CTC FILING 1 <br />BLOCK 4 <br />LOT 15 <br />EX. BLDG. <br />r RETAINING WALL <br />ToW=08.0 <br />BoW=04.5 <br />ToW=08.0 <br />BoW=04.5 <br />TOW -07.O <br />CATCH <br />99.70 „. <br />SLAB= <br />99.65 01.50 <br />:N.: <br />,FL=00.25 : <br />< • <br />cc < • <br />FL=99.50 <br />FL=99.25 99.00• <br />• 77 <br />•,;300 <br />01 <br />--FL 03.00 <br />-02 <br />----- <br />FL=01.00 <br />- -- • .... <br />. • 1 <br />••• <br />Cd - --- <br />99.70 : <br />00.00 00.25 00.00 <br />• <br />0- htio <br />2 or_< <br />.c cz <br />CONCRETE • <br />. . <br />GRATE=5297.75 <br />II •If <br />7.1% <br />..700x.75 GR=99!25.) <br />r I <br />I sa <br />• I <br />FL=0200 <br />FL=01.00 <br />3.6% <br />2.9% <br />FL=01.00 <br />to <br />0 <br />GR=00.00 <br />)0.00 <br />• 98..00 <br />• GROUND AT BLDG=5298.00. <br />98.00 <br />SHORTENED CURB HEAD <br />98.00 <br />.=-00 25 <br />FL=99.96 <br />FL' -00.0C <br />FL=99.90 <br />\- SHORTENED <br />• <br />• <br />• <br />• -"; "' : • <br />CURB HEAD <br />• ''. <br />. . <br />• <br />GROUND AT BLDG -5298.00 <br />• • I <br />98.00 <br />02.00 <br />IN <br />K. <br />01.90 --**<-• <br />98.00. <br />CD <br />F .=00.25 <br />BW=00.62 <br />ft -0O 00 <br />TWO 6 INCH STEPS. <br />• <br />• <br />• <br />• <br />• : <br />FL -01.50 <br />60 <br />2.0= <br />10 I <br />FL=00.50 <br />1 k <br />FL=00.25 <br />FL=99.90 <br />FL=00. <br />IFL=1610.40'----mimmo. <br />1.1% <br />F1=99.75 F1-9950 <br />WW1 \ <br />2.4% <br />FL -99.25 F1=99.00 <br />FL=98.7§ <br />FL=99.65 <br />mum/. <br />2.9% <br />FL9990 <br />II XBW=99.68 !" <br />-F • <br />11-1/- <br />30' DRIVE <br />.,„.„. <br />LEGEND <br />•ININ•111= <br />Existing Contours <br />Proposed Contours <br />Flow Arrow <br />EM_=_Mai Stormline <br />Manhole <br />• Type 'R' Inlet <br />Grated Inlet <br />BoW Bottom of Wall <br />ToW Top of Wall <br />FL Flowline of Curb <br />BoC Back of Curb <br />BW Back of Walk <br />FL -98.50 <br />FL -98.30 <br />XBW=99.56 <br />FL=00.25 <br />FL=00.55 <br />III <br />00.20 <br />22- <br />i01.32 01.32:F _ <br />- - .1Z limb <br />99.83 <br />V9.00 <br />FL -00.70 <br />00.20 <br />GR -O0. <br />SPILL FL -00.25 <br />0 <br />I <br />F1=00.0525 <br />" FL...00.00 ...° <br />F1=99.50 „-• <br />FL -99.65 FL=99 55 ..16.0fLm.99.45 <br />• / <br />••" <br />104 I 114 ,bei <br />q 15 <br />• <br />FL=99.0 <br />• Ga in <br />FIL=W25' <br />ft=99.0f. <br />GR -00.0 <br />SPILL <br />FL=00.25: <br />• in <br />99.85x <br />00.87: <br />F6.00.25 <br />IitOO.40 <br />I_OT 4 <br />1,1 <br />.FL=00.00 <br />CONCRETE <br />be. 6 <br />SLAB - <br />01.40 <br />GRATE=5297.75 ••••••.. \\• <br />GROUND AT BLDG -5298.O0 <br />4.6% <br />COLORADO TECHNOLOGICAL CENTER FILING NO. 2 <br />LOTS 3, 4, 5& 16 <br />633 CTC BOULEVARD <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE SE 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 />••••••": <br />' . -- -- - <br />• - • <br />: -- - <br />EX. 20.0' DRAINAGE ESMT. <br />(TO BE VACATED) <br />N. <br />FL...05.00 3.% <br />FL -06.12 <br />' <br />••,ft=03.75 <br />FL=02.35 <br />8.2% <br />FL=05.63 <br />FL=02.1a71 <br />FL=03.65 <br />I <br />1 "I <br />AFL 05.43 <br />. : :GND=01.50 I ' .:. <br />BW -00.87 ' <br />1j <br />: : : ' ••.. : . : : : BW=00.76 <br />.., <br />-:•'02.60 1:.: <br />FL -O0.25 -1.B% <br />FL=99.50 <br />FL -01.00 <br />I , <br />7F100.14 <br />ONE 6 INCH STEPS `f••,• <br />GR -98.7O <br />FL=00.00 FL=99.00 <br />: • : : <br />:\. • : • : <br />FL -00.25 <br />H:)0.75 <br />99.30 <br />IR <br />99.9% <br />• <br />98.40 <br />5300 <br />FL -00.00 <br />620 <br />$533355555555 i*AAAK,AK,AK, A:AMW*"33555355555.5... <br />0.9% •-•-•••----.F1-=97•5° <br />1.3% <br />CATCH <br />EX. VERTICAL CURB <br />5555 SSSsSS .55%1 'XX <br />FL=98.85 <br />49 <br />• <br />1.0% <br />FL=98.65 <br />FL=98.50 <br />/NV <br />1.0% <br />FL=97.40 <br />60.87 <br />I I <br />: • • <br />SPILL <br />'55. <br />FL=99.70 <br />.•••, \ <br />FL=99.70 <br />\ I <br />FL=00.00 <br />FL -99• 00 <br />FL -00.00 - <br />19_=00.00 <br />FL=99.20 <br />30' DRIVE <br />XFL=04.94 <br />FL=99.50 <br />1' <br />99.15X <br />FL=99.55 <br />FL=99.00 <br />FL -99.90 <br />FL=98.90 <br />FL=99.40 <br />, . . '•,. <br />9.90 <br />ft=99.90 <br />FL -98.85 <br />co) <br />98.70 <br />`40 <br />FL..00.00:.--- <br />FL=00.25 <br />BW=00.82 <br />BoC=00.25 <br />F1=99.40 FL=99 50 <br />,J•••••• • <br />FL=99.50 <br />5 <br />FL -99.30 <br />00.75 <br />G = 9 9 . 0 0 : <br />GR -99.O0 <br />00.75 <br />SPILL <br />. : 62.60 <br />TWO 6 INCH STEPS: - <br />TOP OF STEPS -01.90 <br />BOT OF STEPS -00.90: <br />-BW=00.12 <br />1: FL9959:• <br />99.15 <br />98.00 <br />FL=98.50 <br />FL=99.00 <br />FL=98.40 <br />FL=99.00 <br />FL=99.10 <br />FL=99.12 <br />j 55-f <br />00.12 99.671:: 1. <br />FL=99.50K0 <br />FL=99.25 <br />MEM Ealtd Egling REEMI MRS BEMBLAREEN MEE Min Mgi <br />CATCH <br />98.50 <br />XBW=97.31 • : <br />XBW=97.20 <br />.6.••••• <br />FL=96.90 <br />555555555 <br />55 <br />FL=98.60 <br />P1=98.50 <br />• <br />UATCH 1.3% <br />FL=98.00 <br />FL=98.55 <br />miaow <br />555 55\55 <br />FL=98.30 <br />,FL=98.45 <br />FL -97.90 <br />FL=98.10••••••• <br />LOT 5 <br />24' DRIVE <br />NOTES: <br />LIMITS OF CONCRETE REPLACEMENT IN R.O.W. <br />AS DIRECTED BY CITY OF LOUISVILLE. <br />LOT 8 <br />LOT 9 <br />55*5 *55555 5555 <br />FL=97.48 <br />FL=97.65 <br />ToW=96.8 <br />BOW -96...s <br />S. <br />To1=96.5 <br />P1-97.30 <br />CATCH -"1.0% <br />98.50 <br />97.50 <br />FL=96.30 <br />V BoW=93.0 <br />ToW=96:8 I ToW=96.8 <br />BoW=93.0 <br />11( <br />ToW=96.8 <br />BoW=91.2 <br />FL=91.05 <br />55 <br />55 <br />.5g <br />ToW=96.0 <br />INV -91.20 <br />FL=90.85 <br />1 .0% <br />DETENTION <br />555555 <br />N. <br />N. <br />••• F1=99.57 <br />GR -98.10 <br />........ <br />FL=99.25 <br />P1=9925 <br />• F1=98.50 <br />FL=99.00 <br />1-• FL=98.90 <br />FL=9925 <br />FL=98.40 <br />P1=08.50.•: ----„F1=98.75 <br />CD <br />•••„FL=97.90 ••••••• F1=98.20 <br />••••••-• <br />ToW=96.8 <br />BoW=93.0 <br />FL=97.62 <br />FL -97.48 <br />FL=97.30 <br />=IN <br />P1=99.75.. <br />\ I <br />FL=99.25 <br />XBW=98.80: :';i:.• <br />omoom 4 <br />:,, <br />I;•:..- <br />•.:•?,, <br />ToW=968 <br />B°7=0/929.8 <br />BoW=93.0 <br />CI <br />., .. <br />. . <br />, . <br />10 <br />4, T0vif6.8/ <br />4,00,../-63.0 <br />in <br />-•FL=98.08 <br />To1V=96.8 <br />BoW=93.0 <br />FL..90.35 <br />3 FT CONCRETE PAN <br />OUTFALL STRUCTURE <br />• INV IN=5290.00 <br />25 FT EMERGENCY SPILLWAY <br />T0W=96.0 (S) <br />T0W=95.0 (N) <br />BoW=92.0 <br />ToW=96.0 <br />BoW=92.0 <br />N. <br />INV= <br />90.60 <br />;!•.:;./ <br />- ,rW <br />ToW=96.0 <br />BoW=92.p <br />SB -1 <br />EX. 18" RCP STUB <br />INV=5289.60 <br />EL, <br />EX. 10.0' UTILIIN ESMT. <br />o <br />LU <br />LU <br />BOXELDER <br />24' DRIV: <br />N. <br />N. <br />N. <br />N. <br />N. <br />N. <br />N. <br />N. <br />9.1=.....14p' 80' <br />SCALE: 1" = 40' <br />T0W=96.0 (N) <br />T0W=95.0 (S) <br />RoVi92.0 <br />EX. 5. WAS K <br />EX. VERTICAL CURB <br />N. <br />• <br />•••••••• <br />LOT 10 <br />••••••• <br />•••••• <br />••••••• <br />c <br />cn <br />714 <br />CTC FILING 1 <br />BLOCK 4 <br />LOT 1 <br />SCALE VERIFICATION <br />BAR IS ONE INCH <br />ON ORIGINAL DRAVANG <br />REVISIONS <br />IF NOT ONE INCH ON THIS SHEET <br />ADJUST SCALES ACCORDINGLY <br />72 HOURS BEFORE YOU DIG <br />[•-• <br />00 <br />c-3 11111 <br />01 1 <br />0011111111111111/ <br />• <br />ost..?0 <br />••• • • <br />= • <br />• - <br />22730 • <br />• <br />PLANNED UNIT DEVELOPMENT <br />I- <br />CIVIL ENGINEERING <br />5 <br />GRADING PLAN <br />e6 <br />JOS NUMB <br />2242-18 <br />SHEET N� <br />03/04/16 <br />1=50' <br />3 <br />