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 />
|