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rn <br />RETAINING WALL <br />TYPICAL PRIVATE RETAINING <br />WALL DETAIL <br />N.T.S. <br />// <br />// <br />EXISTING STORM <br />INLET (TYP.) <br />EXISTING STORM <br />SEWER MAIN (TYP) <br />7 <br />CENTENNIAL VALLEY BUSINESS PARK <br />LOTS 3 AND 4, BLOCK 3, FILING NO.1 <br />PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE NORTHEAST QUARTER OF SECTION 13, <br />TOWNSHIP 1 SOUTH, RANGE 70 WEST OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY Q -F BOULDER;STATE OF COLORA O.` ,, <br />CENTENNIAL HEIGHTS ; "" � / f:' /' lr r /WEST / , / /' ! ,;/// <br />`/ <br />s.� <br />> ' <br />• <br />PROPOSED <br />STORM <br />MANHOLE (TYP.) <br />PROPOSED <br />STnI <br />MANHOLy '1'`'S'P.) <br />. <br />f / ♦ / <br />/ /i' / <br />RM / / // <br />JANSEN STRAWN <br />CONSULTING ENGINEERS <br />his% NZA V ',ANNOMMENSIM <br />45 WEST 2ND AVENUE <br />DENVER, CO 80223 <br />P.303.561.3333 <br />F.303.561.3339 <br />E(` YE. / / / / z / /. LOT 5,,BL6CK 3 " <br />//// ." , ", CENTENNIAL V L"EY <br />r// /iy' - "BUSINES8'PARK <br />S34° 16'52",E X104.14'\*\%:0;• <br />1*\‘‘‘ <br />/ `F <br />PROPOSEOFFSItE DRIVE <br />,/, <br />A'SEMENT <br />„„PER PLAT // <br />--<< ,,, <br />T.G . r--�1/ s <br />a P 'w' �sf <br />TW (NW = 5524.5 .. <br />W = 5525.8 <br />FGW (E) = 5516.0 . / <br />GW = 525}8' FGW (S) = 5513.0 <br />/ = 515.0 <br />;FGW = 5512.0 <br />/ <br />/1„ �' <br />/../ <br />LOT 3,/pL CK <br />,'/ <br />CENT/EAR I VALLEY <br />` <br />/Brio/ SPARK / <br />t '✓, <br />PROPOSED BUILDING <br />UPPER FF = 5526.0 <br />LOWER FF = 5512.0 <br />S89°3321"W 100'./00' <br />5.00' EASEMENT <br />PER PLAT <br />LOT 2, BLOCK 3 <br />CENTENNIAL VALLEY <br />BUSINESS PARK <br />O° <br />PROPOSED STORM <br />SEWER LINE (TYP.) <br />LOT 1, BLOCK 3 <br />CENTENNIAL VALLEY <br />PROPOSED STORM BUSINESS PARK <br />SEWER INLET (TYP.) <br />TW = 5503.5 <br />FGW = 5501.0 <br />TW = 5505.0 <br />FGW = 5503.5 <br />5.00' EASEMEN <br />PER PLAT <br />,-10.00' EASEMENT <br />PER PLAT <br />TW = 5508.5 <br />FGW = 5506.0 <br />TW = 5506.0 <br />FGW = 5503.5 <br />TW = 5503.5 <br />FGW = 5501.0 <br />TIERED <br />RETAINING <br />WALLS <br />PROPOSED <br />DETENTION POND <br />PROPOSED <br />EMERGENCY SPILLWAY <br />EXISTING 18" <br />STORM SEWER <br />EXISTING DRAINAGE <br />EASEMENT <br />EMERGENCY RUNOFF ROUTE <br />/ <br />t <br />'TCH <br />EXISTING <br />DRIVE <br />LEGEND: <br />-- 5820 <br />— 5821 <br />. 532€ <br />■ ■ ■ ■ ■ ■ <br />E <br />WARE MALCOMB <br />Leading Design for Commercial Real Estate <br />architecture <br />planning <br />interiors <br />graphics <br />civil engineering <br />waremalcomb.com <br />12-3-15 SUBMITTAL #1 <br />2-12-16 SUBMITTAL #2 <br />10-14-16 MYLAR SET <br />PROPERTY LINE <br />EXISTING CURB & GUTTER <br />PROPOSED CURB & GUTTER <br />PROPOSED 5' CONTOUR <br />PROPOSED 1' CONTOUR <br />EXISTING 5' CONTOUR <br />EXISTING 1' CONTOUR <br />PROPOSED STORM LINE <br />EXISTING STORM LINE <br />PROPOSED STORM INLET <br />EXISTING STORM INLET <br />PROPOSED RETAINING WALL <br />PROPOSED FLOW ARROW <br />RIGHT OF WAY LINE <br />EXISTING INTERIOR LOT LINE <br />0 20 40 80 <br />1!1.riliminm <br />SCALE: 1" = 40' <br />ORIGINAL GRAPHIC SCALE <br />JANSEN STRAWN assumes no responsibility for utility locations. <br />The utilities shown on this drawing have been plotted from the <br />best available information. It is, however, the contractors <br />responsibility to field verify the location of all utilities prior <br />to the commencement of any construction. <br />GRADING PLAN <br />SHEET 5 OF 11 <br />