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Boulder County, GO <br />LAST SAVED: 10/22/2019 2:16 PM <br />0:\25154\PUD\25154— PUD—GR.dw9 <br />03823583 <br />1_ <br />ToW=46.0 <br />8 oW=42.0 <br />RETAINING WALL <br />ToW=44.9 <br />o _Sr=rr <br />ToW=42.0 <br />BoW-36.0 <br />/N <br />TaW=38.0 <br />BoW=34.9- <br />„ .5335 de <br />■ <br />■ r i r■ r■■ a f <br />SCALE: 1" = 30' <br />-5350------ <br />I <br />EX. IRRIGATION PIPE <br />- (ABANDONED) % _ <br />/ EX. CONCRETE IRRIGATION o17t H,. <br />(ABANDONED) <br />4:1 SLOPE <br />FL=36.00 / <br />FL=34.33 <br />FL=33.31 <br />fi=32.30. J <br />5.0% FL-31.45 <br />FL=33.17 <br />FL=33.11 <br />fL=S3.a6 <br />FL=33.00 <br />` <br />=33.22 <br />-XBW=32.70 <br />- -FL=30.74 <br />lbe <br />ri <br />FL- 33.55 <br />FL=36.60 <br />GR=32.50 <br />FUTURE 8 FT RAIL <br />\ (BY OTHERS) <br />• I I OU TLOT E <br />` i ) I (CITY OF LOUISVILLE) " / <br />��� • ' J / r ' t <br />N. �y�-�� . f�'/ / / // // <br />f / / <br />�������� f J� ��� // // <br />I <br />f f / <br />J <br />1111111.1111-014111 <br />=33.93 <br />2 FT CONCRETE PAN <br />FL=33.32 <br />?X% <br />FL <br />SW=34.72 <br />/ FF=35.00 <br />/ / <br />/ i <br />/ /% <br />/ �/ // <br />/ / <br />/ / <br />/ <br />// <br />510EWALLK CHASE <br />1II <br />SIDEWALK CHASE <br />STEPS / <br />/ DECK <br />2.6% <br />/ FL-30.60 <br />/ <br />30.60 <br />5330_- <br />2$ FT DRIVE <br />■ STRAin mmmm <br />IGHTEN WALK THRU DRIVE ■ r ■ r ■ ■ r ■ ■ r ■ ■ • ■ ■ r ■ <br />AS DIRECTED BY THE CITY. ■ r 4 <br />FF=35.00 <br />/ <br />/ <br />TA YLOR A VENUE <br />/ FL=34.25 <br />FL=34.10 <br />FF=35.00 <br />FL=33.94 <br />FL 33.54 <br />FOUNDATION DRA▪ IN <br />FL=33.96 <br />f <br />FL=33.32 <br />0.6% <br />FL=33.1.3 <br />t <br />FL=33.61 <br />f ' <br />/ <br />BW=34.72 <br />1�- <br />w <br />P <br />EIW=34.1D <br />FL=33.31 <br />f <br />2 FT CONCRETE PAN <br />' 0.8% <br />=33.74 <br />8Vi -34.72 <br />FL=34.02 <br />FF=35.00 <br />�r <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOT 1, THE BUSINESS CENTER 0 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 />J-� <br />10. FL=28.60 / 5329 <br />r 'XBW=25.82 <br />■ ■ ■ 28 FT DRIVE <br />■ r ■ , ■ r ; ■ ■ ■ r ■ r A ■ <br />STRAIGHTEN WALK THRU DRIVE r e ■ <br />AS DIRECTED BY THE CITY. <br />FUTURE 5 FT WALK <br />r <br />/ <br />BOULDERS <br />FL=33350 <br />GR=33.00 <br />TOP OF BANK=5319.00 TOP OF BANK=5319.00 <br />EMERGENCY SPILLWAY INVERT=5318.33 <br />FL=34.iO3'S'r <br />rt <br />,1 1 <br />FL=33.52/ <br />8W=34.62 <br />% FF=35.00 / <br />SIDEWALK CHASE <br />/ / <br />_ <br />5328 =o.sx I i- j FL=27.243 <br />SWITCH CA• BINET <br />ToW=28.5 <br />N <br />28 FT DRIVE <br />CINIE ENGINEERING <br />PUNNING <br />$HVEYING <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />4. <br />II <br />'1 <br />m <br />i Il, ,ter <br />TaW= 9.00 (N) <br />TaW= 6.33 (S) <br />BoW 15. <br />EMERGENCY SPILLWAY <br />t� of <br />EX. INV=5310.31 <br />1ui <br />EX. 113" RCP 0 1.0% <br />AMIN <br />% ToW-34.0 <br />/ evW31.6. <br />30.60 <br />ToWW=26.5 `V <br />8oW-22.5. <br />FL=27.60 <br />FL=z7.13 R.6X <br />RETAINING WALL <br />SLOPE <br />ToW=26.5 <br />VW' - i'' _ : BoW-22.5- <br />ToW=34.0' <br />BaW-30.5 <br />=32.14 <br />=3D.55/ <br />FL=29.65 <br />32 FT. EMERGENCY SPILLWAY DETAIL <br />ToW=34.0 <br />RETAINING WALL <br />■% HANDRAIL <br />1 <br />Ft=29.50 <br />2.0% <br />FL=29.00 <br />/ <br />-F/3` <br />L=2G.42 -" <br />! 1 <br />/ <br />FL=28.00 <br />4.� <br />Ft=27.00f <br />-r <br />ToW=26.4 <br />BoW=5.5 <br />r. <br />BoW=22.0 <br />/ <br />m <br />ToW=33. <br />BoW=29.60 <br />5.0% <br />i <br />FL=27.75 <br />be <br />FL-27.07 <br />Ft=25,69/ <br />T4W=25.D <br />BoW=22.0 <br />J <br />/ ti• <br />FL-26.43 / <br />FL=26.55 <br />J <br />FL=25.74 <br />FL=23.94 <br />FL=24.24-- <br />4:1 SLOPE <br />ToW=20.5 <br />ToW=20.5 <br />BoW=16.5 <br />la <br />BoW=23. <br />ToW=22.0-- fTow-21.0 OUTFALL STRUCTURE <br />Bo 17.4 INV IT5311.40 <br />ToW-21.D INV OUT-5310.40 <br />BoW-17.0 / ToW=18.00 (E) <br />LToW=2D.O.. TaW=1B.33 (E) <br />.Ba <br />BoW=16.0 <br />roW=19.a • • <br />BoW=15.0 <br />1 � <br />HURST & ASSOCIATES, INC. <br />1265 5. Public Road, Suite B <br />Lafayette, CO 80026 <br />303.449.9105 <br />HURST JOB NO. 2515-4 <br />LEGEND <br />■ ■ <br />BOW <br />To W <br />FL <br />B DC <br />BW <br />Existing Contours <br />Proposed Contours <br />Flow Arrow <br />Stormline <br />Ground at Wall Bottom <br />Top of Wail <br />Flowline of Curb <br />Back of Curb <br />Back of Wolk <br />6of15 <br />(I) <br />L <br />13 <br />U <br />0 <br />o <br />cn. 0 <br />o �� <br />U CJ <br />C3� O <br />▪ L2 <br />c <br />0. 46 <br />a) <br />U - 0 <br />Q3 <br />- 0 <br />0 0 <br />16 0 <br />a) O <br />CO <br />3 <br />f) <br />c <br />a) <br />a1 <br />a <br />0 <br />L_ <br />N <br />0 <br />-o <br />0 <br />L <br />0 <br />0 <br />nL <br />0 <br />3 <br />0 <br />I, <br />ID <br />j <br />0 <br />ID <br />r <br />0 <br />L <br />0 <br />a <br />ro <br />11) <br />1) <br />r. ) <br />0 <br />■ <br />m <br />cu <br />u <br />J <br />CTC FCM- <br />Q) <br />ce <br />Center at CTC <br />0 <br />ro <br />0 <br />0 <br />u <br />PROJ NO: 18 1 5 <br />DATE: 07-01-201 9 <br />REV: 08-28-2019 <br />10--25-2019 <br />PRELIMINARY <br />NOT FOR <br />CONSTRUCTION <br />Copyright Cal - 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 />