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EX 18" RCP <br />4 <br />EX. 5' TYPE 'R' INLET <br />-s <br />COLORADO TECHNOLOGY CENTER <br />BUILDING 1775 CHERRY <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOT 9, REPEAT OF LOTS 8 & 9, BLOCK 5, CTC FIRST FILING <br />AND LOTS 10 -14, BLOCK 5, CTC FIRST FILING <br />LOUISVILLE, COLORADO <br />r--s-s-s- <br />r EX. 5' TYPE 'R' INLET <br />G _- <br />11 <br />IL <br />11 <br />11 <br />JVW = 531200 <br />BOW = 531200 <br />Iii <br />Ii_ I <br />G <br />N89 33'22 "W <br />133.54= - <br />G <br />TOW = 5312.00 <br />BOW = 5309.50 <br />ASPHAL T <br />PARKING <br />7.5' DRAINAGE ESMT <br />n. <br />LLJ <br />i� <br />G <br />- 26.pp L.F. 18" <br />DPEP 4 0.2_5X <br />-5A-13 <br />AREA INLET <br />GRATE=5308.70 <br />2.17 <br />44,44 C. 18"1 <br />D'EP 0.25X <br />E <br />INV.=5302.0 <br />SA -12 <br />G <br />N89 <br />195.00' <br />G <br />5313 <br />G <br />i <br />AREA INLET 531 <br />GR=5308.2 <br />IN .=530302 <br />SA -12A <br />INV.=5301.98 <br />.11 I n ' <br />�SA-16 <br />4� i AREA INET <br />^ f uRA 7E= 307.50 <br />to. /INK=530? 42-_ <br />TOW = 5311.00 <br />BOW = 5308.50 <br />I _ <br />10-7 <br />00' c <br />C.) o,"• SA -18 <br />I j'" I -1-AREA IN E' <br />GRA 7E=5307.5 <br />INK=5302. 36 <br />29.20 L.F. 12" h F ® 1.16% -\ <br />II i <br />/ <br />)Nrn3236-A <br />/ IG,RA T E= 08.90-- <br />/ INV.= 00 <br />II <br />1I,I1I1I I1I1r•1111 <br />4.15 L.F. 12" <br />HDPEP 0 23.1X <br />34.50 L.F. 18" <br />SA -14 HDPEP ® 0.25X <br />AREA INLET <br />GRATE=5308.70 `SA -12B <br />\ INV.=53224 INK=5306.00 <br />`72.02 L.F. 113" HDPEP 0 0.25X <br />r- 41.07 L.F. 18 HDPEP ® 0.25X <br />SA -11A <br />INV.=5301. 74 <br />9 <br />7 <br />EX. 24" RCP <br />4 - <br />CHERRY STREET -60' R.O.W. <br />G <br />SA-10,4 <br />14' UTILITY ESMT <br />& SIDEWALK ESMT <br />G <br />N8934'00"W <br />---195.00'-- --- <br />------ <br />SA-10,4 <br />_- <br />G <br />INK=5301.42 5309 <br />79.05 L.F. 24" HDPEP 0 0.34X 7 <br />G <br />G <br />WO. <br />G <br />G <br />N89 34'.26 "W V <br />_-_195.00'------_---- <br />- - _- -- - SA _-9A _� <br />INVT 5300.45 <br />G <br />-- <br />34.95 L.F. 24" HDPEP 0 0.34% <br />A-10 I 1 <br />1 <br />X97.48 L.F. 24" HDPEP 0 0.25X <br />12.19 L.F. 8" HDPEP ® 32.98X <br />SA -17 <br />AREA INLET( <br />GRATE=5307 50 <br />E�INV. =5302 4'2 <br />Tow - 5310.00 <br />BOW = 5308.50 <br />11 <br />1 <br />-57 74 L.F. 18" HDPEP 0 0.25X <br />LOT 10, BLOCK 5 <br />' JBow = 5 a50I ,.-75.98 L.F. 12" HDPEP 0 0.93X <br />n <br />L- <br />LOTS8& <br />71 <br />•.. <br />T9 <br />53\-s <br />589'46'36 <br />135.00' <br />O- <br />o• :� <br />Sv <br />,. -_ <br />?- - - 'EX. 54" STA ' I <br />SA -20 I I <br />_GRATE=5304.90 <br />IN 1.=5303 37 <br />SA -11B -- <br />INV. =5306.00 <br />\-SA-11 <br />NEENAH R -3236-A INLET <br />GRA tE=5307.70 <br />INV 5301.69 <br />18.47 FF. 24" HDPEP 0 0.25X <br />11.86 L.F. 8" HDPEP 0 35.92X <br />(: <br />NEENAH R -3236-A INLET <br />CRATE=5307.20 SA -9E <br />INV.=5301.30 INK=5301.10rDPEFk 0 0.33% <br />HDPEP. 0 57.80, o 35% <br />- r <br />S <br />INV,. =5300.78 <br />.4 .p,.,.,... -.......y <br />73•g1'LFo 34 <br />HDPEP • <br />I <br />a <br />-- <br />LEGEND <br />- <br />LEGEN D <br />t ).• <br />• Manhole <br />Thrust Block <br />N 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 />w Water Service <br />s Sewer Service <br />10' Type 'R' Inlet <br />® 5' Type 'R' Inlet <br />GRAPHIC SCALE <br />40 0 20 40 <br />( IN FEET ) <br />1 inch = 40 ft <br />EX. 24" RCP <br />G- <br />5313 <br />5_ <br />T.O.W. <br />B.O.W. <br />13.5 <br />Solid Underdrain <br />Gas Line <br />Existing Contours <br />Proposed Contours <br />Top of Wall <br />Bottom of Wall <br />Proposed Grade <br />ALL U77LI77ES ARE PROPOSED UNLESS <br />OTHERWISE NOTED <br />-------------------------r-------i------T-------------------., <br />SA -9 <br />LT RE'A7 R -3236-A INLET <br />GRA 7E=5306.00 <br />-2- <br />- <br />95.97 1..F. <br />12.50 L.F. 8" <br />HDPEP 0 36.64X <br />SA -10B <br />INV=5306.00 <br />LOT "1, BLOCK 5 <br />u <br />u <br />302.00 L.F' NEENAH R -4990 -DX, E A TRENCH GRATE 0 0.33X <br />, <br />53047 <br />mimdur <br />ASPHALT <br />PARKING <br />530: <br />308 <br />• <br />5306 <br />rt <br />1-- <br />32.07 L.F. .8 - <br />HDPEP ® 5.28 <br />� R <br />97.54 L.F. <br />HDPEP 0 '339 <br />L SA -9F <br />INV =5306.00 <br />F.F. =5309.0 <br />GRATE=5304.90 <br />/A/v..5.304..37 2 Q <br />Ik <br />1 <br />5308 <br />i I ! <br />;49.16 L.F. <br />IHDPElfi, 0 10.62X <br />SA -90 <br />INV=5306.00 <br />1 <br />LOT 12, BLOCK 5 <br />a. <br />3 <br />4.Co <br />Lig <br />57 43 L.F. 8" <br />HDPEP 9.6X <br />E <br />I`1 <br />E �J� <br />5307 <br />SA-9B <br />INV =5306.00 <br />1" t <br />u <br />7,711- <br />34.78 L.F. 3Q ,t/QP P 0 a35%- - - - -NEENAH R -3236-A <br />CRATE- 5302.80= <br />N8934'00"W ,IN►/•�299 47 <br />SA -8C.' - 195.00' SA -8A - _ <br />1NV. =5300.08- T� IN 17 =5299.75 <br />9748L.F. 30" (HDPEP ® 0.34X <br />68.83 L.F. 8" E <br />HDPEP 0 i .60% <br />SA -8D <br />INK = 5306.00 <br />u <br />G <br />G <br />N8934'00"W <br />-188.77' <br />_TOW = 5304.0030 <br />BOW = 5303.00 <br />91.74 L.F. 30" HDPEP 0 0.36 <br />69.50 L.F. 8" <br />HDPEP 0 8.99% <br />s�o I <br />LOT 13, BLOCK 5 <br />SA -8B <br />INV=5306.00 <br />144.43 L.F. 30" HDPEP 0 0.33X <br />n <br />u' <br />TOW = 07.00 <br />BOW - 5306.00 <br />J <br />z = <br />lu <br />4' CONCRETE pAN, <br />TOW = 5304.00 <br />BOW = 5300.00 <br />1 <br />TOW53000 <br />BOW = 533004600 <br />LOFT 14, BLOC k 5 <br />i <br />1 <br />3 <br />10.11 L.F8" HDPE' 0 Q.99X <br />/ <br />TOpl=307. 00 <br />771 <br />TOW = 5306.50 <br />BOW 5306.00 <br />I TOW = 530Z00 <br />I BOW = 5305.00 <br />EX. 54" ST/L <br />LOTS 4 6, BLOCK 5 <br />EX. STMH <br />EX. RIM=5312.52 <br />INV. OUT -5.302.97 <br />5370 <br />27.5' DRAINAGE EASENENT - <br />LOT BLOCK 5 <br />5304 <br />195.00' <br />EX. STAN <br />INV. OUT=5297.55 <br />5300 <br />5' TYPE 'R' INLET <br />o <br />row - 5304.00 I <br />BOW = 5300.00 <br />ISI <br />�BOw7.55300I BOW = 55300.00 <br />{-4 <br />I row - 5304.00 <br />BOW = 5300.00 I <br />I-IBo=53000.0001 <br />I, -SA -7 <br />I ,1 NEENAH R -3236-A INLET <br />FL=5304.50 <br />I I I FL IN=5304.25 <br />I <br />INV. =5298.94 <br />I <br />- Tli L.F. 18" HDPEP 0 0.56X <br />-SA-6 <br />INV.=5298.89 <br />to <br />' 1 349.39' <br />20' EMERGENCY <br />• ACCESS ESMT <br />15' SANITARY <br />SEWER ESMT <br />6'L X 6'W X 2'D <br />TYPE 'M' RIP RAP <br />OU7FALL STRUCTURE <br />INV.=5297.41 <br />\-1I <br />TOW = 5304.00 <br />I TOW = 5304.00 <br />INV. IN=5299.15 <br />INV. OUT=5298.95 <br />1 + <br />SA -1 STMH <br />INV. IN --5297.36 <br />INV. OUT=5297.16 <br />22.60 L.F. 18" RCP & 0.66X <br />EX. STMH <br />INV. IN=529Z01 <br />INV. OUT=5296.81 <br />BUILDING 1775 CHERRY STREET <br />& LOTS 10 - 14, BLOCK 5 <br />C.T.0 FIRST FILING <br />SCALE • <br />VERT. Ni A <br />DRAWN BY HK <br />DATE 09/29/06 <br />HURST 8c ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />Boulder, Colorado 80301 (303) 449-9105 <br />SHEET 8 OF 13 , <br />/natio 5111- <br />21, <br />