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L=39.27' <br />R=25.00' <br />4=90 00'00" <br />CH=N55'45'22"W <br />35.36' <br />L=294.00' <br />R=580.00' <br />d=2902'36" <br />CH=NO3'45'56 "E <br />290.87' <br />.... yl.t meek. i <br />THE BUSINESS CENTER AT CTC <br />BUILDING 195 CTC <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOTS 5 & 6, BLOCK 6, REPEAT C <br />THE BUSINESS CENTER AT CTC <br />LOUISVILLE, COLORADO <br />NOTE PLUG 7HE EX 18" RCP LA7ERAL AT 7HE MANHOLE <br />i <br />Mai <br />i. s0. <br />..... ................ <br />.as <br />EX 27" RCP _,,,,,_..............,.,..,,. <br />EX 24" RC? <br />/ <br />.111.1.111111. <br />font <br />lows <br />„'"' 10' DRAINAGE & <br />.UTILITY EASEMENT <br />S10.45'14. <br />a <br />5' TYPE R'INLET' <br />FtIN=529 <br />Nv = 04- <br />"J I‘fiJN'= 53Q0.61 <br />INV (;UT = 5300.4 <br />5300 <br />TOW - 5303.00 <br />BOW = 5302.00 <br />L=143.32' <br />R=530.00' <br />d=1529'38" <br />CH=S10'32'25"W <br />142.89' <br />L=38.15' <br />R=25.00' <br />d=8725'20" <br />CH=S4630'16"W <br />34.55' <br />SA -19 <br />F.E.S. <br />INV.=5300.00 <br />0.i <br />L=106.95' <br />R=595.00' <br />4=1077'56" <br />CH=N8451 '02 "W <br />106.81' I <br />EX. 5' TAE E <br />R' INLET <br />ti <br />I ,7.1 <br />I <br />I <br />I <br />�4t$5 I <br />I <br />4 <br />L=123.84' N f' <br />R=337.00' N t <br />4=2103'18" <br />CH=N89 46'17"E <br />123.14' <br />TOW = 5302.00 LI <br />BOW = 5301.00 <br />CATCH <br />DE NT/ON POND A <br />IROW = 5300,00 Blow = 53000.60 <br />BOW=5299.00��`_ <br />�' <br />ROW - 5305.50 SOS' <br />BOW = 5301.50 <br />SA -16 <br />22.5' BEND <br />INV -5300.94 <br />N00'1859 7314 L.F. <br />12" HOPEP O 0.49% <br />530 <br />SEA -14C <br />T <br />INV-5300.58 <br />N007659"E 90.4' LF. 14 HDPEP O 0.50% <br />r <br />SA -15 <br />NEENAH R -3236-A <br />a=53of 10 <br />5300.11 <br />N89 43'01 "W, 2547 L.F. <br />12" HOPED 0 0.49% <br />rSA-14A <br />TEE <br />INV=5300.13 <br />N0076'59'E. 32.67 LF <br />=18" HDPEP O 0.49 <br />TOW = 5300.00 <br />BOW = 5298.00 <br />Ex 18" RCP <br />K5 <br />' TYPE W t <br />T /W INLET / I <br />I <br />...a= MEW <br />..../i� I <br />1 <br />I <br />EX 27" RCP <br />fi <br />11.16-s .,rte -11! -ma- <br />7YAE R' INLET <br />'T = 5300.44 <br />FT (No19 <br />--fN�/ 10 <br />/NV IIT 995 <br />32YOf'W, .16 LF.�` <br />I ROW = 5300.40 J ROW = 5306.25 <br />9 BOW = 5298.00 / 1 BOW = 5302.25 <br />5i <br />bh <br />1 <br />w: I I 1 1 <br />1 I <br />I• I I <br />11 JI II <br />f <br />I. 1 -:s1= -pal <br />If =1 II <br />H/I <br />1 <br />ii I>. :1 II <br />I <br />II -I Q �1 1 <br />I I I f1 I� <br />. I- I ' 1 4i s'1 1 1 <br />I/ 1 Q t.1I� I <br />If I II �j1 I� 1 <br />I f I 1 <br />Q. ;i 1' I 1 <br />3.. 110' UnITYI1 <br />LI <br />1 <br />` • EASEMENT' <br />I I -I I� <br />I- I �1 1 <br />Is I I 1 I I <br />s= I I 'I I o^�� <br />-% I; I � I - I I �l <br />I <br />t <br />$ <br />`SA -17 <br />AREA INLET <br />RIM=5306.25 <br />INV IN 5301.75 <br />INV OUT 5301.55 <br />SA <br />AREA INLET <br />RIM=5306.25 <br />INV =530.50 <br />SA -f <br />INV -5303.50 <br />LOT 6, BLOCK 6 <br />%I TOW- 5308.00 <br />BOW = 5304.00 <br />SA -11 <br />GRA7E 53090 <br />INV -530110 <br />SA-14D� <br />INV -530350 <br />166.00 LF. NEENAH R -4990 -DX TWE A TRENCH GRATE O 0.51% <br />I <br />r� <br />• <br />CONCRETE <br />TOW -MATCH EX I <br />BOW = 5313.50 <br />TOW=MATCH EX <br />BOW = 5311.00 <br />ft <br />N <br />W <br />NO000'00"E 279.51' <br />5305 <br />FF=5308.00 <br />i <br />SA -10 <br />V -S302 26 <br />G 06.90 <br />S5456281W. 861 LF. <br />12" HDPEP O 0.58% <br />SA -9A <br />45' BEND <br />(NV=5302.21 <br />S0956281W, 21.83 LF - <br />12" HOPED O 0.60% <br />In "03 <br />u, <br />SPILL <br />SA -1461 <br />INV -530350 <br />45 <br />INV 5302.08 <br />N <br />......., c2. <br />TOW = 5305.40 <br />BOW = 5301.40 <br />N007659"E 58.15 LF. / <br />18" HDPEP O 0.521 <br />1rE 14 <br />MTV -5299.97 <br />SIN <br />-13 <br />7OW = 5301.00 <br />BOW = 529700 <br />TOW = 5300.70 <br />BOW = 5298.00 <br />OUTFALL S7RUC7URE <br />7E 7RICKLE CHANNEL <br />SA -8 <br />GRATE -5303.90 <br />INV -5301.97 <br />SA-13BJ <br />INV=530350 <br />LX 78" <br />EX 18" 11.92 <br />`I <br />I I Y <br />I 1 141 <br />reps I <br />Tow - 5305.35 I <br />BOW = 5301.35 <br />LOT 5, BLOCK 6 <br />147.00 L.F. NEENAH R -4990 -DX TYPE A TRENCH GRAM' O 0.51% <br />173'32'E 18.49 LF. <br />12" HDPEP O 0.59% <br />CONCRETE <br />TOW -MATCH EX <br />BOW = 5311.00 <br />"RETAINING WAL <br />5308 <br />ASPHALT <br />ITOW = 5311.50 <br />BOW = 5311.30 <br />REPLA T C LOTS 3 & 4, BLOCK 6 <br />SPILL <br />'3 <br />1i3 <br />EX. ST NH <br />RIM=5308.00 <br />EX. RIM -5309.36 <br />INV IN -5702.36 <br />INV OUT=5302.26 <br />!tr <br />S0000'00'E 55.00' <br />RETAINING WALL I <br />TOW = 5311.50 <br />BOW = 5309.30 <br />EX. DETENTION POND <br />TOW = 5308.00 <br />BOW - 5304.00 <br />SA -7J <br />GRA1E 5303.90 <br />INV=5301.22 <br />N63'42'42'' 8.87 LF. 18" HDPEP O 0.56% <br />nN6Y4242-I 8.35 LF. 18" HDPEP O C80X <br />r <br />ct <br />0.4-3 <br />22.5' <br />7NV )299 08 <br />r, <br />TOW = 5305.50 <br />BOW = 5301.50 <br />-s247rtet to. co. L - <br />2e HDPEP 1. XIX <br />tNt <br />vynpz LF. <br />I I <br />BOW = 5301.00 <br />TOW = 5304.00 I <br />ikEr <br />at <br />60 <br />93 <br />itAt <br />co <br />DOGWOOD STREET <br />4 <br />EX. 18" <br />• <br />I TOW = 5305.30 <br />I BOW = 5305.30 <br />20' DRAINAGE & <br />UTILITY EASEMENT <br />CIES <br />I I <br />EX FL" 53 <br />th <br />I 01 <br />LEGEND <br />Existing Manhole <br />Thrust Block <br />Water Valve <br />Fire Hydrant <br />Plug <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Proposed Stormline <br />Existing Stormline <br />Water Service <br />Sewer Service <br />10' Type 'R' Inlet <br />5' Type 'R' Inlet <br />Row Arrow <br />Existing Contours <br />Proposed Contours <br />Basin Boundary <br />Basin Designation <br />ALL U77LI77ES ARE PROPOSED UNLESS <br />07HERW1SE NOTED <br />1. EXCEPT FOR THE STORM PIPE OUT OF THE <br />OU1FALL STRUCTURE ALL PROPOSED STORM <br />FACILMES ARE PRIVATE <br />GRAPHIC SCALE <br />30 0 15 30 <br />( IN FEET ) <br />/>Z\ 72 HOURS BEFORE YOU DIG c?c) <br />CALL THE UTILITY NOTIFICATION <br />CENTER OF COLORADO (U.N.C.C.) <br />1-800-922-1987 <br />GAS, ELECTRIC, TELEPHONE, CATV AND <br />PANHANDLE EASTERN PIPELINE LOCATIONS <br />195 CTC BLVD <br />LOTS 5 & 6 BLOCK 6 <br />BUS. CENTER AT C.T.C. REPLAT C <br />GRADING PLAN <br />DBIGNf <br />DRAWN BY HK <br />12/04/06 <br />DATE <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />Boulder, Colorado 50301 (SA 449-9105 <br />CO <br />XI CO <br />Er CO <br />pv- <br />