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m <br />0 <br />00. <br />G:\25154\CONST\25154—GR.dwg <br />EX. ABANDONED O - --' ...... - <br />...IRRIGATION PIPE " " _ �„ <br />(PLUG ON THE NORTH'~ ®� .� 5345^�. _� ..... <br />.. �-•--- -- <br />SIDE OF THE ROAD) REMOVE EX. ABANDONED --- --- - <br />i, / CONCRETE IRRIGATION DITCH / / -. -- -"' <br />EX. BRUSH O, 0''. <br />FL=38.20 A 6.0X <br />ToW=42.9 <br />..a "B1P 38.9 <br />ToW=42.6 <br />BoW=38.6 <br />SIDFWALK CHASE / <br />y. /• • <br />.' <br />FF=35.00 <br />• <br />FL=30.57' <br />-KEEP CURB FL FLAT FOR <br />POSSIBLE FUTURE RAMP <br />1 10;pOJ/ <br />/ <br />FUTURE 8 FT TRAIL <br />(BY OTHERS) <br />1 I OUTLOT E <br />woo* ot000 <br />os0000 <br />r' <br />OUTLOT B-\o <br />(CITY OF LOUISVILLE) <br />I $ O / / ) (CITY OF LOUISVILLE)-'�I`-5343 - --� N ®' <br />oe <br />/ f <br />I I ° <br />/ <br />erm <br />/"` o <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />'.°i e%°+::,1 ::I Y.aC# Kc.ca t'-'+a'd '.a •, &z.v.! .4, t.,.. ., v9 a<,, f <br />1. Proposed on -site vertical curb & gutter (spill & catch) <br />has a 1-foot pan with a 1-inch vertical drop. <br />2. Maximum asphalt slopes in ADA spaces is 2% in oll <br />directions. <br />`FL=34.25 <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 />FF=5335.00./ . <br />GROUND AT BLDG= 33f.00 <br />FL=30.75 �I I I <br />I � . 1' <br />i ,.. <br />t✓ <br />/.' <br />FL=33.32 <br />wt0 <br />FL=33.55 <br />RETAINING WALL 0 " <br />(REFER TO ARCHITECTURAL PLANS) / <br />/. <br />0.00 I I I 4 .f <br />I I I/I <br />rill �' I <br />0 <br />VARYING HEIGHT STEP <br />0" TO 12" <br />• FF=5335,01) <br />RETAINING WALL-c'I RAMP <br />TO ARCHITECTURAL PLANS) <br />I I I ,I°'30- -1 <br />I I -,Ii' I I I <br />I "I,' I I M <br />1/ I I I L- <br />'' FL=29,00 <br />- I / . I / I TRASH ). <br />.. sk I V �I/ .." T 3s.00 <br />ae/ I I I::, <br />FL 30 35 0 r? (� <br />/ / I i CONCRETE � s� ' N�� `� <br />r o / ✓ <br />`_ _ ✓ ®� / / f si <br />RETAINING WALL=�� 34 / 34.45 <br />fft <br />f % "(REFER TO ARCHITECTURAL PLANS) <br />• <br />FL=3o.oti 0!`` r �j 53301 r ® / i oW=30.50 <br />.v�' ®� 19 / �I I I% 30.00v'I ; I I I F�`32 BoW=30.00� <br />I I ' I "` <br />/I I d 1 �, 1 I ► �' FL A .00, FL=30.00 5r�-.+`_ 04' <br />% I 1 i I I 1 I 1 I �. / I KEEP CURB FL FLAT FORtci/ FL 29.50 <br />- - I ; I I POSSIBLE FUTURE RAMP d � <br />/ 1 <br />�� ,./ <br />t I 1 .. I I ✓.' 29.33 d / / ro / 0 <br />pi▪ .- r- I .� -r I i ® -I - -1 532 , , I -1 15330� /' <br />/ L i I a' I r r.-� ' ' I1 I ® I I FLs28.00' + > ®� I I I 'I /' /' i` / <br />- S3 O � I '�� 7: <br />i I FL=28.35 ® / I ...,, � " I I <br />I �' I I � ®► i � 5328 .- • ' / i <br />- • �-� 30 - ' = --,®"' ® /' :..,, �� - FL=26.os �I -�-- i 1 r / I'' I I I /I'�'1 1 I o' <br />81 <br />..:.::.:... ......:.. <br />- <br />7 ? �ToW=24.fi s tFL=26.78 <br />BoW=24.0�'`-" 5325• <br />::, o d 4: <br />5 •... ,..`,:`.,:.: � BoW 24.0_ , AINI ToW 26. <br />ToW=26 5'7 �4 1 SLO RET , � „� ��u <br />BoW=25.0-- _.._ e: PE W=26•3. NG Wq ' <br />074.747., 7 -- <br />W �� ~ - - ° '� <br />28 FT DRIVE ® S TC T ` J � � ---- .�' y � ®� <br />TA Y► nQ , ► . r~4, W z <br />1 A tV <br />o <br />M Z <br />4.Q <br />........ -............ <br />y- -- - -----------all._._._. _ 'R <br />-- -`- LOT 3, BLOCK 5 --- - -- <br />- <br />►�----- - _-_�_ 1900 TAYLOR - - - ..... -- -- ..... <br />i l <br />EX. 55.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />/ 533C <br />FL=33.50 <br />RETAINING WALL-' <br />• . / • <br />• <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />34.65 d I 1 <br />EMERGENCY SPILLWAY INVERT=5318.33 <br />3:1//E § <br />RETAINING WALL - I <br />DETENTION POND. - �' <br />d ' ry/ <br />4:1 SLOPE <br />ToW=23A�� - <br />PRO, 4.0' SURFACE 1 <br />MAINTENANCE ESMT. I <br />PRO. 2.0' SIDEWALK ESMT. <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY -HE CITY. <br />• <br />SEE DETENTION POND PLAN <br />FOR WALL ELEVATIONS AROUND <br />I DETENTION POND. <br />BS-11028 <br />EIO <br />EIEI <br />INTERGROUP <br />ARCHITECTS <br />• architecture <br />to <br />C u-O <br />C(13 <br />ammo dim <br />O. ■■ : <br />■ ■ <br />2000 West Littleton Blvd <br />N <br />N <br />co <br />O 0 <br />coM <br />"o u• <br />- <br />i <br />co <br />Uco <br />co <br />G p <br />O <br />tsi <br />• <br />ra <br />0 <br />cs <br />ref <br />tr <br />M <br />copyright 2021 <br />These plans and written material are <br />Instruments of service and are the property of <br />Intergroup, Inc. and may not be duplicated, <br />disclosed or reproduced without the written <br />consent of the Architect Infringements will be <br />prosecuted. <br />a. <br />LU <br />LV <br />U <br />co <br />rr� <br />O <br />Lir CO <br />LU <br />J � <br />00 <br />J <br />H <br />z <br />a. <br />0 <br />LU <br />LU <br />L <br />0 <br />a. <br />W <br />''J^^ <br />vJ <br />DATE DESC. <br />JULY 1, 2019 1ST SUBMITTAL <br />AUG. 28, 2019 REV. <br />OCT. 25, 2019 REV. <br />APRIL 20, 2021 REV. <br />GRADING PLAN <br />6 <br />SHEET 6 OF 15 <br />