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SAVED: 10/22/2019 2:16 PM <br />G:\25154\PU D\25154—PU D—G R. dwg <br />ToW=46.0 <br />BoW=42.0 <br />RETAINING WALL <br />ToW=44.9 <br />BoW=40.9' <br />ToW= 42.9 <br />'.BoW=I1.`38.9 <br />ToW=42.6 <br />BoW=38.6 <br />ToW=42.0 <br />BoW=38.0 <br />/IV <br />ToW= 38.0 <br />/BoW=34.9- <br />% :5335 <br />SCALE: 1" = 30' <br />EX. IRRIGATION PIPE / - - <br />-(ABANDONED) / <br />ToW=43.0 <br />BoW=42.0 <br />-L--�. <br />FL=40.00 <br />FL=40.00 <br />FL=36.75 <br />FL=38.90 / N <br />6.0% FL=36.40,- <br />FL= 36.94 <br />FL= 36.61 <br />/ O <br />V <br />FL=35.81 <br />I <br />FL=35.64 <br />I/ <br />6.0% FL=33▪ .50 <br />FL=36.00 / <br />FL= 33.17 <br />FL=33.11 <br />FL=33.06 <br />FL=33.00 <br />FL=34.33 <br />FL= 33.31 <br />FL=34.14 <br />I� 11=1 <br />FL= 31.18 <br />FL=31.13' I ', <br />VC o FL=31.07 <br />N f 2 <br />0 <br />/ FL=31.40 <br />FL=31.30 <br />/ <br />co <br />4:1 SLOPE <br />FL=38.20 <br />FL=36.40 <br />2.0% <br />FL=36.60 <br />L=34.00 <br />-XBW=32.70 <br />V <br />- •AFL=30.74 <br />28 FT DRIVE <br />FL=36.60 <br />GR=32.50 <br />FL=34.00 <br />EX. CONCRETE IRRIGATION DITCH / <br />(ABANDONED) <br />FUTURE 8 FT TRAIL <br />\ \ (BY OTHERS) <br />/ / N. <br />r `�\ <br />/ // ----is.a i �S3¢ a0 I I / I `--� <br />534$ i I OUTLOT E- __®®--- <br />I N ®a` l ) (CITY OF LOUISVILLE) \✓ / 77 <br />/ -5343- - O ! ' �, <br />N o®� / / / / /- / <br />,."® e®` f 00' / // / / e �® <br />_,.s / ,'` � ® <br />®---/V• 7/,.®PL .`'® <br />/® '�//®®® ....... <br />®� <br />/ / <br />EX. BRUSH <br />/ <br />SIDEWALK CHA E <br />FL=29.76 <br />7- FL=34.31 <br />FL= 35.18 <br />/ I / <br />FF=35.00 <br />/ <br />SIDEWALK CHASE / <br />/ <br />/ <br />II la jor <br />STRAIGHTEN WALK THRU DRIVE IC it III lir <br />AS DIRECTED BY THE CITY. <br />FL=30.60 <br />1900 TAYLOR <br />30.60 <br />/ <br />/ <br />/ <br />FL=33.97 <br />FL=34.25 <br />FL=33.93 <br />2 FT CONCRETE PAN <br />FL/33.32 1.0% FL=32,98 <br />FL= 32.96 <br />FL=33.80 <br />RETAINING WALL <br />/ <br />GR=33.00 <br />FL=32, 90 <br />FL=33.58 <br />,FL=34.10 <br />2.0% <br />FL=34.25 <br />FL=33.94 FL <br />0.8% _/ / FL=33.54 <br />L=34.10 <br />BW=34.72 BW=34.72 <br />/ FF=35.00 <br />/ <br />/ <br />f / <br />FOUNDATION DRAIN / / <br />/ ' / <br />/ <br />/ // // // // (V7 <br />E <br />/ / / J 4!\` <br />L / \ \_, <br />/ / \ ,L . <br />/// <br />FL=33.32 <br />FL=33.61 <br />FL=33.80 <br />FF=35.00 <br />/i I I <br />,'I I I <br />i <br />CONCRETE <br />r ■ I U ■ - -r • <br />= ■ ■ r <br />TAYLOR AVENUE <br />GR=33.00 / <br />FL=33.05 <br />/ro <br />34.60 <br />FF=35.00 <br />BW=34.72 <br />BW=34.10 <br />0 <br />N <br />FL=33.87 <br />0.8% / <br />FL=33.86 <br />2 FT CONCRETE <br />PAN <br />FL=33.31 <br />34 <br />GR=33.00 <br />/ 7 <br />FUTURE 5 FT WALK <br />BOULDERS <br />FL= 33.50 <br />T FL=33.12 <br />0.8% FL=32.74' FL=32.665333 // <br />0.8% / FL=32.38 <br />FF=35.00 <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOT 1, THE BUSINESS CENTER © CTC REPLAT J <br />LOCATED IN THE NORTHEAST QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />RETAINING WALL <br />d <br />- - FL=28.35 <br />'XBW=25.82 <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />FF= 5335.00 <br />34 <br />S• <br />RAMP <br />r <br />13% FL=28.60 <br />- - - LOT 3, BLOCK 5 <br />1900 TAYLOR - - <br />FF=35.00 <br />/ <br />// // <br />/ / / <br />/ / / <br />/ / / <br />/ / / / <br />/ / <br />/ / / / <br />/ , % / <br />/ / <br />/FOUNDATION DRAIN <br />/ <br />�/ I I / <br />,I I V I <br />5330 <br />IV / I I / <br />/ <br />/ 5329 <br />- 5325 <br />FL=33.74 <br />2.0% FL=33.02 <br />r <br />FL=33.40 <br />GR=33.00 <br />/ <br />/ <br />RETAINING WALL <br />FL=34.00 <br />BW=34.62 <br />FF=35.00 / <br />SIDEWALK CHASE <br />r/ <br />/ I/ <br />/ <br />/ <br />TOP OF BANK=5319.00 TOP OF BANK=5319.00 <br />EMERGENCY SPILLWAY INVERT=5318.33 I <br />BLOCK J I. H <br />WALL <br />32 FT. EMERGENCY SPILLWAY DETAIL <br />V <br />o �32 <br />/ CRUSHER FINES <br />FL=34.103'69, <br />N / <br />FL=33.52 <br />3.3% <br />FL=32.35 <br />0 <br />/ <br />/ <br />/ ToW=34.10 <br />/ BoW=31.5 <br />/ I <br />3 STEPS <br />BOTTOM=5333.50 <br />/ <br />/ <br />ToW=34.0 <br />f / RETAINING WALL ,�_ I o <br />/ FF=35.00 <br />35.00 �35.00 <br />34.95 <br />ToW=34.0 <br />BoW=30.5 <br />FL=32,14 <br />a <br />ToW=26.5 `V. <br />BoW=22.5. <br />E <br />FL=27.60 <br />RETAINING WALL- -2 .13 0.6% <br />FL= 25.74 <br />FL=23.94 <br />FL=24.24' <br />4:1 SLOPE <br />ToW= 25 <br />BoW=20.0 <br />FL=26.55 <br />ToW=20 5 <br />BoW=16.5 <br />3:1 SLOPE <br />//. <br />RETAINING WALL <br />OUTFALL STRUCTURE <br />INV IN=5311.75 <br />INV OUT=5310.40 <br />�' ToW=19.00 (W) <br />ToW=18.33 (E) <br />xew=21.94 28 FT DRIVE <br />HURST <br />CIVIL ENGINEERING <br />PLANNING <br />SURVEYING <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />I ToW=19.0. <br />IIw <br />ToW=19.00 (N) <br />ToW=18.33 (S) <br />BoW=15.0 <br />U <br />EMERGENCY SPILLWAY <br />-A II <br />EX. INV=5310.31 <br />EX. 18" RCP ® 1.0% <br />FL=29.65 <br />FL= 28.43 ./ <br />X i <br />28.75 <br />X / <br />28.75 / <br />/ GR=28.00 ;" X <br />/ <br />5330 <br />FL=32.75 <br />(V / <br />FL=32.25 <br />FL=31.44 <br />/ 4.2%' <br />FL=31.28 <br />STEPS <br />/ <br />N <br />RETAINING WALL <br />w/ HANDRAIL <br />FL=29.00 <br />cb/FL=26.42 V <br />• Uj� <br />�, /'FL=24.92 <br />/ <br />FL=28.00 <br />4.2%11 <br />FL=27.00 <br />-/ <br />ToW=26.0 <br />BoW= 25.5 <br />ToW=26.0 <br />BoW=22.0 <br />/ <br />co <br />ToW= 33.8 <br />BoW=29.80 <br />5.0% <br />/ <br />FL=27.75 <br />rn <br />4\ <br />FL=27.07 <br />FL=28.69/ <br />ToW=26.0 <br />BoW= 22.0 <br />ToW=27.5. <br />BoW=23.5 <br />_ To W=22.0 <br />BoW=18.0 <br />ToW= 21.0 <br />BoW=17.0 <br />Told-21 0� <br />BoW=17.0 <br />ToW=20.0. . <br />BoW=16.0 <br />Tow=19.0 <br />BoW=15.0 <br />s <br />HURST & ASSOCIATES, INC. <br />1265 S. Public Road, Suite B <br />Lafayette, CO 80026 <br />303.449.9105 <br />HURST JOB NO. 2515-4 <br />!- Existing Contours <br />Proposed Contours <br />®► Flow Arrow <br />■ ■ Stormline <br />BoW Ground at Wall Bottom <br />ToW Top of Wall <br />FL Flowline of Curb <br />BoC Back of Curb <br />BW Back of Walk <br />0 <br />N <br />N <br />d) <br />CO <br />(I) <br />C <br />a) <br />0 <br />0 <br />a. <br />0 <br />N <br />N <br />0 <br />O <br />O <br />0 <br />0 <br />U <br />L <br />I) <br />0 <br />CO <br />C <br />0 <br />0 <br />0 <br />L <br />0 <br />II) <br />0 <br />L <br />0 <br />a <br />L <br />LO <br />K) <br />In <br />0 <br />N`) <br />■ <br />-o <br />■ <br />z <br />U <br />J <br />J <br />CTC FCM- <br />CL <br />CU <br />PROJ NO: 18-15 <br />DATE: 07-01-2019 <br />REV: 08-28-2019 <br />10-25-2019 <br />PRELIMINARY <br />NOT FOR <br />CONSTRUCTION <br />Copyright c©2019 - All rights <br />reserved RVP Architecture and <br />Consulting, P.C. All design <br />drawings and written material <br />herein may not be used or <br />duplicated without the written <br />consent of RVP Architecture and <br />Consulting, P.C. <br />GRADING <br />PLAN <br />6 <br />SHEET 6 OF 1 5 <br />