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DRAWING NUMBER
<br />DRAWING NUMBER
<br />• NEW H3PE, MINNESOTA
<br />In
<br />0
<br />REORDER 6, PART NUMBER 6552
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<br />I- C6
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<br />DILLON ROAD
<br />5307
<br />JOEL SELF
<br />UNPLA TTED
<br />5300
<br />5304
<br />5303
<br />365.03'
<br />SPILL
<br />1RENCH=3,..
<br />GRATE
<br />5299.75
<br />(TV?.)
<br />U11UTY
<br />EASEMENT
<br />50' DRAINAGE
<br />' EASEMENT
<br />L
<br />5300
<br />COLORADO TECHNOLOGY CENTER
<br />BUILDING 769 CTC BOULEVARD
<br />PLANNED UNIT DEVELOPMENT
<br />REPLAT OF FILING 2, LOTS 1 & 2
<br />LOUISVILLE, COLORADO
<br />10' UTILITY
<br />r -EASEMENT
<br />1
<br />1
<br />17.
<br />N00'00"E 1330.10' (TOTAL)
<br />•40
<br />.310.02'
<br />530.1
<br />•-•;1-
<br />sq.c.
<br />3.07
<br />IN 141411 111
<br />FILING 2
<br />LOT 1
<br />530C
<br />769 CTC
<br />BOULEVARD ti),
<br />IFF 5304.01 (r)
<br />.5301
<br />TRENCH
<br />GRATE.",
<br />5299.75
<br />(TV?.)
<br />0
<br />5.300
<br />FILING 2
<br />LOT 2
<br />2.J711
<br />0"
<br />-4
<br />It
<br />M
<br />SPILL
<br />SPILL
<br />SPILL
<br />5302
<br />•
<br />5302'
<br />5'
<br />302
<br />INLET
<br />INLET
<br />INLET
<br />ggivv:K8 •
<br />•
<br />-"paw CATCH
<br />•
<br />• , •
<br />ii•L`MIX;101••.
<br />Sk.
<br />30
<br />CATCH
<br />•
<br />CA TCH
<br />301 -
<br />ErVi
<br />•
<br />•
<br />D=90.0000*
<br />R=25.00'
<br />L=39.27'
<br />N44'57'00"E
<br />35.36'
<br />N00103'00'"W 50.00'
<br />•••••• aro 'am arm dmme. gm!.
<br />11111.. IMO MIMI
<br />N00.03'00V
<br />- 34.91'
<br />• 100•••“••••b .1161.• 4.1•••••.,
<br />•
<br />FL 0.83%
<br />I'L
<br />94.0
<br />••••••11
<br />BOW=97.
<br />4.11110.0.111111
<br />dddddd ddddd .1111.040.
<br />075.5.1/1--75 7
<br />1.........111.101.10110.1111110.11111111.111011.1116. ddddd 01111.411.110.1111.0.1111111.
<br />Waif
<br />TOW97.8
<br />BOW=94.8
<br />OW=9-101
<br />NO017319014! 180.09\
<br />5
<br />OW=
<br />i (FL = 93•4"..;
<br />fk• 90 .
<br />5294
<br />.. 44 4 1 d ,,,,,,,, 1 ,,,, 1 14 1 110 OOOOOOOOOOO il 111144111411011004111 4444 10101 11 11 1131111S111 1 OOOO .1 OOO 1 1110111
<br />..........T...
<br />.10
<br />.:Prt l 4
<br />::1 ' , • .
<br />OW. .!4 : a,. • 0.5%
<br />el94,55
<br />,..,........,........,....,,,,........„„,,,..,„,,,,...„,,,...,111S:.. II101,W111.00:7:1111.111.1111.1.01111110.111111111.4111111S,MWW111110.111.110.1101MIMUSWIMO11001...1111110.0 II Id 0.411.1111111...1111111.1.1.1.M.WWWWWW.41111110.11170;11:9;10:410.70119. UMW 1110.111010.0111 AO!.
<br />iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 004144 1 01 ddddddddddddddddddd Mil ddddd 1 dddddd 441.11.L dddddd 1/1011114 . J
<br />POW -96.9
<br />BOW-94.OOW=9.
<br />N00.17,3'0014/ 310.00' 'LANDSCAPE EASEMENT
<br />L i.
<br />EX. 5' WALK
<br />flL fls rnt =ft
<br />rm.
<br />_L5
<br />•••••
<br />Wow..
<br />."11‘ 1.1.0ms
<br />wait oWS MOM OW Wmill mow msst, == WW =IS IMIler °VA. W. WM a.. WWI.
<br />mswoommoom...
<br />09'
<br />0
<br />CTC BOULEVARD
<br />501
<br />530°
<br />MEM WM 11/8m. am' :AIMS
<br />".••••
<br />995PS%
<br />N•3
<br />TYPICAL SEGIION
<br />FRIM GOIN/11110
<br />AGGREGNIE
<br />End laver
<br />GEOSORNETIC REINFORCEMENT
<br />11LE
<br />"1 I Vitww..
<br />D %ems
<br />WALL NNE
<br />MINIMUM CO2PACTED
<br />GRANULAR BASE
<br />ANCHOR DIAMOND BLOCK
<br />OFOSYNTHERC REINFORCED soLL
<br />CICALE 3.141'.1,07
<br />DESIGN TABLE II SOIL slam
<br />EXPOSED CONN TOTAL NO. 1J31G1If GEOSYNNIETIC REIMORCENEM
<br />WAU. MOW COURSES mama DISTANCE UP MOM NALL BAN et FT.
<br />NEWT GRADE FOR
<br />1116910
<br />11 9 WALL L X1 X2 53 X4 55 a
<br />• uSE 4HEIGHT TiMX.-.. 4'-07" r 9 4' 2'-O'
<br />5-0. r 11 5' tr-r r-ir
<br />••-rr r 13 5.-e• 1.-r r -o•
<br />r -0' r 15 t1-tr r -r 5'-o•
<br />ir-r IF 17 7' r-Irr-r S' -Ce
<br />y -o" r 19 r -e c --a. c --a. r -o'
<br />Dr -Se If 21 2r -V 1 l-•0• r -r c-6. IF -Ir 56.
<br />FILING 2
<br />LOT 3
<br />'40' DRAINAGE
<br />tt U77U7Y EASEMENT
<br />•
<br />WAW Mmust
<br />orcanente2sirros . 670 9./ft (min)
<br />Fact., ct Smst, few WNW Unc0161Ny - 1.5
<br />NOW: Pratesslonel inglmisrtm must tin cansIdend I., pew ass* NM NI64.4/441 04N44446.
<br />• OR KEYSTONE BLOCK IN4LL EVA.
<br />LEGEND
<br />EXIS17NG CONTOURS
<br />PROPOSED CONTOURS
<br />PHASE LINE
<br />EARTHWORK SUMMARY
<br />TOTAL SITE VOLUME
<br />Cut: 7,984 C.V.
<br />Fill: 7,762 C.Y.
<br />Net: 222 C. V. (cut)
<br />Area of Cut: 2.9 Ac.
<br />Area of Fill: 3.7 ± Ac.
<br />NOTE: GRADING SHOWN AS EXISTING IS FROM CTC
<br />f7LING NO. 2 PROPOSED OVERLOT GRADING &
<br />DILLON ROAD AND SOUTH 104TH STREET
<br />IMPROVEMENTS FOR CTC METRO DISTRICT -
<br />CHANNEL DESIGN.
<br />GRAPHIC SCALE
<br />( IN FEET )
<br />1 inch = 30 ft.
<br />'5Z\ 72 HOURS BEFORE YOU DIG
<br />CALL THE U11UTY NO1IF1CA11
<br />CENTER OF COLORADO (U.N.C.C.)
<br />1-800-922-1987
<br />GAS, ELECTRIC, TELEPHONE, CAN AND
<br />PANHANDLE EASTERN PIPELINE LOCATIONS
<br />BUILDING 769 CTC BOULEVARD
<br />REPLAT OF CTC FILING 2,
<br />LOTS 1 & 2
<br />GRADING PLAN
<br />SCALE H°R. r° I.ct. IIHURST & ASSOCIATES, INC
<br />VERT. N/A
<br />FILING 2
<br />LOTS
<br />DESIGN/APPR. JJ CONSULTING ENGINEERS
<br />DRAWN BY PT 4999 pearl Bast Circle, Suite 106
<br />DATE 10/19/07 Boulder, Colorado 60301 (303) 449-9105
<br />FILE G: \ 23922)PUD \ 922-PUD-OG(18C 2) SHEET Cl
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