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SCALE VERIFICATION <br />BAR IS ONE INCH <br />ON ORIGINAL DRAYANG <br />REVISIONS <br />IF NOT ONE INCH ON THIS SHEET <br />ADJUST SCALES ACCORDINGLY <br />4z..--:. <br />ow <br />LLi <br />CO x <br />O. <br />NO. DESCRIPTION <br />11111 <br />11111 <br />=:::e uwiTV <br />c,) <br />0 4, <br />data <br />5 Ca <br />ci co -8 LI2 <br />- <br />03 <br />CD <br />CC <br />CC Cs4 <br />ME <br />CIVIL ENGINEERING <br />PLANNED UNIT DEVELOPMENT <br />0 <br />CO <br />5 <br />UTILITY PLAN <br />011 <br />JOB NUMBEk <br />2242-18 <br />03/04/16 <br />SHEET Ntk <br />2 <br />CD <br />CC <br />COD <br />Lc <br />DRAWING NUMBER <br />a <br />0 <br />w <br />z IzN <br />w <br />o <br />Wzz <br />z� <br />•a <br />COth <br />a <br />?� <br />Out <br />0 <br />0 <br />rn <br />0 <br />w <br />Cu I <br />2U, <br />-Da <br />off= <br />2j <br />LJzg <br />zt,„ <br />•aIL <br />CO m <br />0lF <br />O <br />E <br />a I0 <br />a <br />CIJ <br />0 <br />zN <br />m <br />�2z <br />Wzz <br />zed <br />a• t <br />mhi <br />m2 <br />ES <br />¢cc <br />a <br />0 <br />LA I <br />oQ <br />W <br />z <br />z IN <br />LI y <br />I <br />wz0 LEEz <br />zE. <br />a I; <br />• a W <br />COM .11 <br />CC <br />�E- <br />cc cc <br />0 <br />LAST SAVED: 3/4/2016 7:51 <br />G:\224218\PUD\224218—MU.dwg <br />3t <br />ii <br />1-90' <br />1-90' BEND <br />1 -THRUST BLOCK <br />8" W/L <br />S 89'57'00" W <br />55.00 LF (PRIV.) <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />9'X17.5' <br />STALL <br />EX. 40' DRANAGE <br />& UTIUTY ESMT. -"I <br />LOT 2 <br />O <br />I i <br />COLORADO TECHNOLOGICAL CENTER FILING NO. 2 <br />LOTS 3, 4, 5 & 16 <br />633 CTC BOULEVARD <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE SE QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M., <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO - <br />0 <br />-J <br />CO <br />a <br />0 <br />CC <br />M <br />SELF. JOEL <br />C <br />• <br />IRA KENNETH HOYL FAMILY 1 US1• <br />12" W/L <br />N 86'31'41" W <br />.24.99 LF (PUB.) <br />1-12"x12" TEE <br />1-12"x8" REDUCER <br />1-12" W.V. <br />1-8" W.V. <br />1 -THRUST BLOCK <br />30" RCP PLUG (PRIVATE) �EX. 10' UTIUTY, DRAINAGE, <br />& ACCESS ESMT. <br />30" RCP (PRIVATE) <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />40' DRANAGE ESMT. <br />L <br />--6" W/L N 00'03'00" W 25.50 LF <br />AREA <br />INLET <br />a • <br />3. <br />8" W/L N 00'03'00" W 435.87 LF (PRIVATE) <br />18" HDPEP • <br />18" W/L <br />N 00'03'00" W <br />26.88 LF (PRIV.) <br />1-8"x8" TEE <br />1-6" W.V. <br />1 -THRUST BLOCK <br />6" W/L, N 90'00'00" E 27.50 <br />24' NDPE' <br />24" HDPEP <br />24' DRIVE CUT <br />8" W/L S 03'28'19" W 10.00 LF (PRIV.) <br />12" W/L PLUG <br />8" S/L-PLUG <br />8" S/L N89'57'00"E <br />11.12 LF (PUB.) <br />PRO. 41' UTIUTY ESMT. <br />EX. 30' UTIUTY ESMT. <br />EX. BLDG. <br />CTC FILING 1 <br />BLOCK 4 <br />LOT 15 <br />EX. 8" S/L STUB - <br />EX. 8" W/L STUB <br />12" W/L N 10'44'41" W 21.54 LF (PUB.) <br />8" S/L N 0115'20" W 78.73 LF (PUB.) -- <br />12" W/L N 0328'19" E 55.49 LF (PUB.) - <br />1 -12"x6" TEE - <br />1-12" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />1-22 1/2' BEND <br />1 -THRUST BLOCK <br />8" W/L N 00'03'00" W 206.20 LF (PRIV.) <br />CONCRETE' <br />8" F/S <br />N 90'00'00" E <br />85.08 LF <br />8" S/L N 02'46'10" E 2 696 <br />LF (PUB.)• <br />...... <br />12"W/L N 03'28'19" E 209.87 LF (PUB.) <br />---- SMH-5C---f----- ---- -- <br />6" ------ 86'31'41" E 15.50 LF <br />CTC RUNG 1 <br />BLOCK 4 <br />LOT 1 <br />EX. 15' TYPE 'R' INLET <br />4 RCP <br />II \ ` EX. 5' TYPE 'R' INLET <br />EX. 8" W/L <br />EX. 8" W/L <br />EX. 8" SAL <br />30 HDPEP <br />8" W/L N 22'33'00" W <br />27.88 LF (PRIV.) <br />CONCRETE..: <br />30" HDPEP <br />TYPE 13 <br />INLET <br />24' <br />CONCRETE <br />FL -FL <br />59' <br />TRENCH. GRA <br />TRENCH GRATE • <br />• TRENCH GRATE <br />sr, <br />TYPE 13 <br />INLET <br />z <br />a <br />0 <br />0 <br />0 <br />• <br />1-11 1/4' BEND <br />1 -THRUST BLOCK <br />-rXW <br />INV=5298 00 <br />FF=5302.00 <br />:830.00 cL.F. 6" S/L 0 1.08%: <br />TYPE 13 <br />INLET <br />? I ?< <br />EX. SMH-5A <br />RIM=5305.86 <br />INV IN=5296.36 <br />INV OUT=5296.16 <br />30' DRIVE CUT <br />IN <br />I <br />I' <br />I <br />"-EX. 2" W/S <br />(TO BE USED <br />FOR IRRIGATION) <br />II <br />EX. 10' UTIUTY ESMT. <br />II <br />EX. 6" 5/5 STUB <br />INSTALL CLEANOUT <br />APPROX. INV.=5287.80 <br />1 IF 1 <br />EX. 8" W/L STUB <br />1 <br />- TYPE 13 <br />INLET <br />7:Ir <br />e <br />LOT 3 <br />FOUNDATION DRAIN : <br />93.72 L.F. 6" S/S 0 1.28% <br />1-90' BEND <br />:1 -THRUST BLOCK <br />ROOF DRAIN <br />ROOF DRAIN <br />ROOF DRAIN <br />ROOF DRAIN <br />ROOF DRAIN : <br />EX. 20' DRAINAGE ESMT. <br />i (TO BE VACATED) <br />I ROOF DRAIN <br />ROOF DRAIN <br />FOUNDATION DRAIN <br />a <br />1-8"x6" TEE -.i <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />FOUNDATION DRA <br />1-45' BE VD - <br />1 -THRUST BLOCK <br />18" RCP (PUBLIC) I <br />SB -11 <br />EX. TYPE 13 INLET <br />EX. 8" S/L STUB <br />EX. 18" RCP STUB <br />EX. 8" SA <br />/ <br />EX. 18" RCP <br />EX. 12" W/L <br />w <br />044( <br />�? <br />ago v <br />z� <br />Ns,co <br />corn 1-45' BEND <br />1 -THRUST BLOCK <br />6" W/L ted, <br />S 00'03'00" E I <br />?,28.00 LF °� <br />9'X17.5' STALL 24' <br />1 <br />FL -FL <br />:111111,741K::::: <br />9'X19' STALL <br />24' <br />ROOF DRAIN <br />0 <br />0 <br />TYPE 13 <br />INLET <br />L <br />AREA <br />INLET <br />TYPE 13 <br />INLET <br />24' 30" HDPEP <br />18" HDPEP <br />TYPE 13 <br />COMBO INLET <br />1-45' BEND <br />1-22 1/2' BEND <br />1 -THRUST BLOCK <br />I 8" W/L <br />N 00'03'00" W <br />I 85.86 LF (PRIVATE) <br />6" W/L <br />N 90'00'00" W <br />9.50 LF <br />L <br />qui: VIII.:: <br />J <br />8" W/L <br />N 00'03'00" W <br />252.83 LF (PRIVATE) <br />A <br />F 59' <br />FL -FL <br />WSSSSeeSS <br />TYPE 13 <br />COMBO INLET <br />-8" W/L S 45'03'00" E <br />33.94 LF (PRIV.) <br />EX. 8" SA <br />EX. 30" RCP <br />30' DRIVE CUT <br />• I/ <br />PROP. DRIVE CUT <br />18" HDPEP <br />SB -13 <br />24'-"* ' EX. 18" RCP STUB <br />36" HDPEP <br />9'x19' STALL <br />24' <br />1-90 BEND <br />1 -THRUST BLOCK <br />24' <br />EX. 2" W/S EX. 6" S/S -� <br />x CTC BOULEVARD L EX. F.H. <br />_15' DRAINAGE, UTIUTY, <br />& LANDSCAPE ESMT. <br />LOT 8 <br />7 <br />:0 <br />X <br />J <br />EX. 8- S/L <br />EX. 36" RCP <br />EX. 12" W/L <br />TYPE 13 <br />COMBO <br />INLET <br />24' DRIVE CUT <br />LOT 5 <br />121' <br />FL -FL <br />INSTALL CURB STOP <br />��� <br />& METER PIT <br />1 -THRUST BLOCK <br />p <br />EX. 18 RCP STUB <br />EX. MH -5 <br />141144:111114b. <br />`INV N=5285.98 <br />INV OUT=5285.78 <br />9'x17.5' STALL <br />DOUBLE TYPE 13 <br />COMBO INLET <br />J <br />itimprAiwiirar <br />PROP. DRIVE CUT G' <br />PIPING & FIRE HYDRANT ASSEMBLY SHALL <br />BE REVISED. ELIMINATE THE STUB, FIRE <br />HYDRANT TEE AND 6" GATE VALVE. <br />LOT 9 <br />EX. MH -4A <br />EX. 36" RCP <br />53"x34" HERCP -� <br />RETAINING WALL <br />co <br />EX. SMH-5 <br />RIM=5301.74 <br />INV IN=5287.04 <br />INV OUT=5286.84 <br />EX. 8" W/L <br />FIN <br />EX. 6" W/L <br />& F.H. <br />8" WI I <br />/t <br />N 0012'47" E <br />47.14 LF 'PRIVATE) <br />BENNETT. <br />HAROLD & ROSEMARY <br />24' DRIVE CUT <br />12. WCL BOXELDER STREET <br />w <br />DETENTION POND <br />EX. F.H. <br />w'4 <br />3' CONCRE <br />EX. 2" W/S <br />TE CHANNEL <br />EX. 8" W/L STUB <br />EX. 6" S/S <br />OUTFALL STRUCTURE (PRIVATE) <br />18" RCP (PRIVATE) <br />EX. 18" RCP STUB <br />SB -2 <br />EX. 5' TYPE 'R' INLET <br />OINIM ••••11111, IMMO .111111 <br />0 <br />a <br />to <br />X <br />0 IJ <br />SB -3 <br />IN5L' El -7E <br />LOT 10 <br />15' DRAINAGE, U11LITY, <br />& LANDSCAPE ESMT. <br />PIPING & FIRE HYDRANT ASSEMBLY SHALL <br />BE REVISED. ELIMINATE TFIE STUB, FIRE <br />HYDRANT TEE AND 6" GATE VALVE. <br />EX. 18" RCP <br />LEGEND <br />xw <br />XS <br />FS <br />OHE <br />FO <br />• <br />los <br />(PUB.) <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Stormline <br />Water Service <br />Existing Water Service <br />Sewer Service <br />Existing Sewer Service <br />Fire Service <br />Existing Gas Line <br />Ex. Underground Electric <br />Ex. Overhead Electric <br />Existing Fiber Optic <br />Existing Telephone Line <br />Existing Cable TV Line <br />Thrust Block <br />Water Valve <br />Fire Hydrant <br />Plug <br />Manhole <br />Type 'R' Inlet <br />Existing Contours <br />Proposed Contours <br />Street Light <br />Install Handicap Ramp <br />Public <br />Private <br />NOTES: <br />1. UNLESS NOTED OTHERWISE, THE <br />PROPOSED WATER MAINS & <br />APPURTENANCES SHALL BE PRIVATELY <br />OWNED & MAINTAINED. <br />2. THE EXISTING WATER AND SEWER <br />SERVICE STUBS THAT WILL NOT BE <br />USED SHALL BE ABANDONED AT THE <br />MAIN AS DIRECTED BY THE CITY. <br />3. ABANDON EXISTING UNUSED STORM <br />SEWER PIPE STUBS AT STORM <br />MANHOLES AND AT RIGHT-OF-WAY BY <br />PLUGS AS DIRECTED BY THE CITY. <br />4. NO FENCING SHALL BE PLACED <br />WITHIN THE 40 FOOT DRAINAGE & <br />UTILITY EASEMENT AT THE SOUTH SIDE <br />OF THE SITE. <br />5. THE PROPOSED HDPEP STORM <br />PIPES, THE PROPOSED TYPE 13 INLETS, <br />AND THE PROPOSED TYPE 13 <br />COMBINATION INLETS SHALL BE <br />PRIVATELY OWNED AND MAINTAINED. <br />6. THE PROPOSED ON-SITE 8" WATER <br />MAINS, 8" APPURTENANCES, 6" WATER <br />LINES, 6" APPURTENANCES, AND FIRE <br />HYDRANTS SHALL BE PRIVATELY <br />OWNED AND MAINTAINED. <br />7. THE 2" W/S SHALL BE ROUTED IN <br />THE BUILDING JOIST SPACE FROM THE <br />ENTRANCE INTO THE BUILDING TO THE <br />FIRE RISER ROOM. .THE 2" W/S LINE <br />SHALL BE INSULATED AND MARKED <br />"CITY LINE UNDER PRESSURE - NO <br />TAP PERMITTED - NON -POTABLE <br />WATER" ON FOUR FOOT SPACING TO <br />THE 2" REDUCED PRESSURE BACKFLOW <br />ASSEMBLY. <br />0 <br />50' <br />100' <br />IMO <br />SCALE: 1" = 50' <br />