Laserfiche WebLink
LEGEND <br />Existing Contours BoW <br />Proposed Contours ToW <br />Flow Arrow FL <br />Stormline BoC <br />BW <br />Bottom of Wall <br />Top of Wall <br />Flowline of Curb <br />Back of Curb <br />Back of Walk <br />STATE HIGHWAY 42 (EMPIRE ROAD) <br />POSSIBLE FUTURE TRAIL <br />ALIGNMENT (BY OTHERS) <br />THE BUSINESS CENTER AT CTC <br />LOT 1, BLOCK 3 <br />2035 TAYLOR AVENUE <br />FINAL PLANNED UNIT DEVELOPMENT <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 />EXISTING EDGE OF ASHALT <br />HURST <br />CIVIL ENGINEERING <br />PLANNING <br />SURVEYING <br />HURST & ASSOCIATES, INC. <br />2500 Broadway, Suite B <br />Boulder, CO 80304 <br />303.449.9105 <br />WARE MALCOMB <br />Leading Design for Commercial Real Estate <br />architecture <br />planning <br />interiors <br />graphics <br />civil engineering <br />waremalcomb.com <br />05 <br />OUTLOT B <br />_(CITY OF LOUISVILLE) <br />• <br />EX. C.T.C. MONUMENT SIGN <br />5299.50 <br />OUTLOT _F <br />(CITY OF LOUISVILLE) <br />OUTLOT C <br />(CITY OF LOUISVILLE) <br />' EX. 55.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />(EASEMENT AREA 2) <br />XBW=25.55 <br />INV=5297.70 <br />30 FT DRIVE -CUT <br />NARROWING <br />TO 24 FT DRIVE <br />BOULEVARD <br />U <br />U <br />FL=11.00 <br />FL=11.50 <br />FL=12.00 <br />ToW=18.0 <br />BoW=14.0 <br />5315 row=13.0 <br />BoW=12.0 <br />FL=12.10 <br />FL=12.00 <br />FL=11.00 <br />.,...,,.. % _ ,.._ <br />1 I 1 <br />FL=06.90 FL=05.43 <br />I FL=05.444 <br />XBW=97.92 <br />ToW=21.0 <br />Bow=17.0 <br />GR=5311.00 <br />RETAINI <br />ToW=20.0 <br />BoW=16.0' <br />FL=13.30 <br />FL=13.25 <br />11% <br />CONC=12.65 41. <br />_ AFL=12.23:. <br />CO <br />o' <br />4.5% <br />F 12.13.~- <br />X0.6% <br />FL=12.01 <br />• <br />GR=5311.00 <br />5313.00 <br />FOUNDATION DRAIN <br />=02.93 <br />I. I <br />FL=02.71 <br />FL=02.89 � <br />30 FT DRIVE <br />XBW=97.60 <br />///1 I <br />FOUNDATION DRAIN <br />CAP BLOCK <br />Talc <br />VERTICA PROS BLOCK <br />FINISHED <br />GRADE <br />■' • •• GE-SYNT(IE HC RL1\FORCF\IR'22 <br />C 12 INCHES 44' FREE- <br />• ' •% DRAINING AGGREGATE <br />11111 <br />11111• •-•-• ills,OESY'\T1IEIIC REINFORCEMENT <br />G EUS\ \T1ILTIC REINFORCEMENT <br />4''0 DRAIN TILE (ELEVATION VARIES: <br />✓,\O�`�I`` <br />GEOS.E THETICRL(NFt <br />u 11 11.(1 <br />-. � _-IL-II.-IC-I1.-� <br />FL=13.00 <br />FL=12.50 <br />5.8% FL=10.60 , <br />FL 10.65 <br />FL=07.00 <br />FL=06.00 <br />F .=06.70 <br />FL=06.95 <br />FL=06.50 <br />ToW=06.0 <br />BoW=04.0 <br />FL=07.23 <br />ToW=07.0 <br />BoW=03.0 <br />3:1 SLOPES- <br />BEHIND <br />LOPES-BEHIND WALL <br />'f <br />6' \PINI\R:\f COMPACTED <br />GRANULAR -BASE <br />LEVELING PAD <br />FF=5313.00 <br />ToW=19.0 <br />oW=16.0 <br />■ <br />Into <br />f31 N <br />FL=11.28 <br />11.90 <br />RE MOV(1 PORTION OF <br />.ADIAG ENT UNITS TO ALLOW <br />DRAIN OLE T iIRVL GH FACE <br />PRO. 10.0' t. <br />ACCESS ESMT. <br />EX. 10.0' DRAINAGE <br />& U1ILITY ES 41 T. - <br />FL=11.00 <br />DAYLIGHT DRAIN <br />THRs 4'011 WALL FACE <br />1 1 1 <br />1./11 1 <br />4 1 <br />JLLLJL L <br />I- SPACING <br />VARIES54' MAXI\EM <br />AuchorlM Vertica Pro's Retaining Wall <br />2ND COURSE ABOVE GRADE <br />++++1 1ST COURSE ABOVE GRADE <br />1.1ST COURSE BELOW GRADE <br />2ND COURSE BELOW GRADE <br />GR=12.40, <br />ToW=5323.00 <br />BoW=5313.00, <br />13.00 13.00 <br />:..0 <br />XBW=17.93 <br />FL=13.00 <br />ToW=5323.00 <br />BoW (W)=5312.75 <br />BoW (E)=5309.00 <br />T • .. .:.:,:.:. • • • • <br />• °GROUND AT BLDG=5309.00 <br />o ,08.75 08.75 •o <br />ToW=5323.00 <br />BoW (E)=5313.50 <br />BoW (W)=5309.00..... <br />FL=13.00... <br />FOUNDATION DRAIN <br />��.%.zz::m au i <br />.,"6.2(Moo:" <br />GR=12.74 ' sy <br />'L=11.50 <br />-ToW=06.5 <br />BoW=02.5 <br />F=0943\5:it <br />FL=08.70\ <br />FL= L-10.30.. _ <br />3.OR FL=08.70 <br />FL=09.55. 3 <br />F10.30 / J <br />FL=09.35 <br />-Tow=06.5 <br />BoW=02.5 <br />O <br />M <br />17 <br />2.0% <br />13.00_ 3.1X ; GR=12.40 <br />FL=12.F0 <br />FL=13.00.. <br />11.75 <br />30 FT DRIVE <br />XBW=17.3 <br />/1 ' <br />FL= <br />Tow=98.5._ <br />BoW=97.5 <br />ToW=9815 <br />BoW=95.0 <br />INV=5: 92.75 <br />Off) I <br />u, o <br />To V= )0.0 <br />BoW=96.0 <br />WO WSE=5293.46 <br />10YR WSE=5296.02 <br />100 -YR WSE=5297.64 <br />u <br />ToW=99.5 <br />BoW=95.5 <br />'FL=`2.( Cl <br />INV=5295.50 <br />11 <br />I II <br />I <br />FL=08.16 <br />ToW=06.0-:::- . <br />BoW=02.0 <br />RETAINING WALL <br />FL=12.35 <br />FL=' 0.60 <br />FL=10.70 <br />' 2.5% <br />ToW=5318.72 <br />BoW=5310.05 <br />FL=09.75 <br />v/ v <br />FL=09.00 <br />BoW=5310.75 <br />- Jli=08.40 <br />LiF <br />)0AD° <br />FL=07.50 <br />FL=07.85 <br />PRO. 5 FT WALK <br />asoa sow <br />FL=07.65 <br />FL=08.1 <br />co <br />1' <br />0 <br />0 <br />1 <br />0 <br />-J <br />to <br />ToW=99.0 <br />BoW=95.0 <br />DETENTION <br />Cn <br />C 01 <br />EX. 54.0' LAN )SCAPt <br />& OPEN SPACE <br />/CONSERVATION ESMT. <br />(EASEMENT AREA 3) <br />ToW=96.5 . <br />f B'W=94.5 <br />,„--R_ETAINING WALL <br />CO <br />AccFss ESMT, <br />EX. 10.0' DRAINAGE <br />0 <br />0 <br />3 FT CONCRETE PAN <br />I 1- <br />r PNLIVTFIlf;LL52S9111ROWTURE <br />INV OUT=5290.50 <br />EX. 18" INV=5290.22 <br />FL=91.50 <br />IN V=5294.50 <br />1.3% <br />5305 FL= 06.34 <br />FL=03.70 <br />=03.25 <br />3307 <br />ToW=05.3 <br />BoW=94.5 <br />11 <br />ToW=98.50 <br />BoW=94.50 <br />ToW=97.83 <br />if) FT EMERGENCY SPILLWAY <br />ToW=98.50 <br />EX. 5 FT WALK <br />30' <br />SCALE: 1" = 30' <br />60' <br />o <br />CL 8 <br />XBW=03.35 <br />TAYLOR AVENUE <br />40 FT DRIVE <br />/' <br />09/22/2017 <br />GRADING PLAN <br />SHEET 3 OF 13 <br />