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cc <br />to <br />2 <br />cc <br />cc <br />w <br />to <br />V <br />z <br />Q <br />cc <br />0 <br />cc <br />w <br />co <br />2 <br />z <br />Q <br />CC <br />SAFCO PRODUCTS <br />I <br />2 <br />m <br />i <br />11 <br />o w <br />2 <br />i. II <br />• a <br />>- <br />0 0 <br />CC0 <br />SAFCO PRODUCTS <br />REORDER BY PART NUMBER 6552 <br />La <br />= <br />La <br />1 <br />i <br />i <br />rr` <br />r <br />EX. VERTICAL CURB <br />TAYLOR AVENUE <br />/ <br />EX. 5' WALK:: <br />XBOW-08.05; <br />30' DRIVE CUT, <br />,'..XBOW=02.84:', <br />XBOW=02. <br />.••••• a <br />5310 „rr <br />wkl��:n <br />v:r <br />ToW=11.0 <br />BoW=10.0 <br />I sl <br />II <br />I I `` <br />ToW=11.0 <br />BoW-07.0 <br />I, <br />ToW=10.5 <br />BoW=06.5 <br />nli <br />FL -08.00 <br />K <br />rn <br />//' <br />FL=07.00' <br />FL=05.70 <br />FL=06.0 <br />Gl' <br />AFL=05.20• <br />FL=06.90 <br />FL=05.85 <br />FL=05.80, <br />FL=06.00 <br />../ FL -05.00 FL=05.00 <br />,/, <br />,//i <br />5305 <br />FL=05.25 <br />FL -05.25 <br />7' <br />-// <br />FL=05.00 FL=05.00 <br />//`/ <br />FL=04.50 <br />FL=04.40,_ <br />FL -05.00 <br />FL=05.00 FL=05.00 <br />/ <br />FL=04.50 <br />FL=04.40 FL=04.40 ,:....... ".FL=0440 <br />FL=04.00 <br />FL=04.28 <br />/ <br />FL=04.00 <br />r// <br />FL=03.90 <br />FL=03.90 <br />FL=04.00 <br />FL -04.00 <br />- oW=10.0 <br />PoW=06.0 <br />F <br />I li <br />3' CONCRETE PAN <br />0.8% FL -03.30 // <br />I H <br />FL=03.80 <br />i/ <br />FL=03.60 <br />FL=03.70 <br />,,BoW=94.0 <br />I <br />ToW=98.0 <br />BoW=97.0 <br />0.8% FL=03.30 <br />FL -03.10 <br />FL -05.00 <br />SIC Y f rr,�rf iii,-�f3i �Y:fi,' <br />03 <br />0.8% FL=02.60 <br />FL 0310 <br />G <br />FL=02.50 <br />FL=03.10 <br />`FL=03.50 <br />FL=03.80 <br />FL=03.80 <br />FL=03.80 <br />/' : \ <br />• <br />11 <br />FL=03.80. <br />FL=03.60 <br />FL=03.80 <br />FL=03.80 <br />FL -03.80 <br />3' CONCRETE PAN <br />FL=03.50 <br />ToW=01.0 <br />BoW=97.0 <br />FL=05.00 <br />GR=03.2 <br />GR=03.25 <br />GR=03.25 <br />GR=03.00 <br />GR=03.00 <br />GR=03.25 <br />GR=03.25.,,;;_ <br />04-- GR=03.25 <br />FL=05.00 <br />EX. 10' DRAINAGE & UTILITY ESMT <br />i / <br />EX. 4' LANDSCAPE ESMT <br />THE BUSINESS CENTER AT CTC <br />LOT 1, BLOCK 4 <br />2000 TAYLOR AVENUE <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE NE QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M., <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />ToK=95.( <br />BoW=91.0 <br />BoW=91.0 <br />=0,..50 <br />FL=90.00 <br />,ter r <br />/N <br />SCALE: 1" = 30' <br />GR=04.50 <br />�"ry/1.5:46 SLAB <br />AT BLDG=5301.0 <br />SLAB AT BLDG=5301.0: <br />CONCRETE <br />i <br />i <br />/ . CONCRETE <br />ToW=01.0 <br />BoW=97.0 <br />ToW=95.0 <br />BoW=91.0 <br />ToW=95.0 <br />BoW=94.0 <br />\ \ <br />INV -89.0 <br />FL -02.00 <br />1, .FL -04.00 <br />FL=00.80 <br />// <br />/ , 5300 <br />./ - <br />// 00 40 <br />1.9% <br />99.35 99.00 <br />FL=99.90 <br />ToW=96.0 <br />BoW=93.0 <br />FL\ 1.00 r / <br />FL=98.00/ <br />3' CONCRETE PAN <br />FL=98.00 <br />FL -96.75 <br />FL -97.40 <br />FL -96.75 <br />FL 97.00„ <br />FL=05.00 <br />FL= 1.00 <br />K <br />FL=01.50 <br />3' CONCRETE PAN <br />XFL=07.00 FL -07.72 <br />��h <br />‘(V 4ICSIC <br />CONSTRUCT 30' DRIVE <br />\ , Q 14/ <br />CUT & REMOVE WALK <br />NORTH OF HC RAMP FL=07.36 <br />rXFL-06.64 -; 6.7X <br />CONSTRUCT <br />HC RAMP <br />FL=01.00 <br />97.90 <br />FL=99.60 <br />FL=02.25 <br />I � <br />FL=05.50 <br />FL=96.30 <br />FL=00.50 <br />FL=99.50 <br />FL=00.50 <br />FL=96.50; <br />ToW=95.0 <br />ToW=95.0 B0W=90.0 <br />Bow -90 0 - ^� <br />ToW=94.5 � _ 20' EMERGENCY <br />BOW=90.0 I SPILLWAY <br />ToW=94.5 <br />BoW=90.0 '\ , <br />T0W=95.0 \ S <br />BoW=90.0 <br />, ,. <br />108' DRAINAGE <br />& ACCESS M <br />EASEMENT <br />•58 <br />RETAINING L <br />XFL=05.65 <br />EX. VERTICAL CURB <br />EX. ASPHALT <br />EX. VERTICAL CURB <br />ToW=95.0 <br />BoW=94.0 <br />SCALE VERIFICATION <br />BAR IS ONE INCH <br />ON ORIGINAL DRAWING <br />REVISIONS <br />IF NOT ONE INCH ON THIS SHEET <br />ADJUST SCALES ACCORDINGLY <br />00 00 <br />N <br />z <br />z0 <br />4 <br />U <br />< OJ <br />W J <br />pw <br />a- <br />a. 0- <br />OWz <br />-< <br />V <br />NwZ <br />0. <br />NO. DESCRIPTION <br />p\1111111um fok <br />LSC <br />oo'••DO FN <br />• <br />22730 <br />• <br />• <br />04ALlu11N11""�� <br />LOT -1, BLOCK -4, THE BUSINESS CENTER AT CTC <br />2000 TAYLOR AVE, LOUISVILLE, CO <br />m g <br />Q <br />)H <br />v <br />CIVIL ENGINEERING <br />a) <br />N <br />CL <br />a) <br />^CU CO <br />CL if"; <br />JJ <br />w <br />C N <br />L O <br />s <br />0 <br />w <br />1 <br />C7 <br />M <br />N <br />N <br />VNO NUMBER: <br />2242-13 <br />DAZE: <br />SCALE: <br />07/17/2015 <br />1"=30' <br />SHEET NM <br />3 of 16 <br />