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REVISIONS <br />>- <br />m <br />Lu <br />0 <br />1 <br />1 <br />DESCRIPTION <br />0 <br />z <br />0) <br />SAVED: 4/13/2017 <br />G:\224219\PUD\224219—PMU.dwg <br />LEGEND <br />w <br />S <br />FS <br />x G x <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Stormline <br />Water Service <br />Sewer Service <br />Fire Service <br />Existing Gas Line <br />E Ex. Underground Electric <br />OHE Ex. Overhead Electric <br />FO Existing Fiber Optic <br />T Existing Telephone Line <br />TV Existing Cable TV Line <br />A Thrust Block <br />►� Water Valve <br />Fire Hydrant <br />Plug <br />Manhole <br />Type 'R' Inlet <br />Existing Contours <br />Proposed Contours <br />-01 Street Light <br />He Install Handicap Ramp <br />0 <br />40' <br />80' <br />THE BUSINESS CENTER AT CTC <br />BLOCK 1 LOT 19 <br />SCALE: 1" = 40' <br />NOTES: <br />1. THE ON-SITE STORM SEWER SHALL BE PRIVATELY OWNED AND MAINTAINED. <br />2. ALL PROPOSED ON-SITE WATER MAINS AND APPURTENANCES SHALL BE <br />PRIVATELY OWNED AND MAINTAINED. <br />3. ABANDON EXISTING UNUSED SANITARY SEWER PIPE STUB AT MANHOLE AND <br />RIGHT-OF-WAY BY PLUGS AS DIRECTED BY THE CITY. <br />4. USE RESTRAINED WATERMAIN FITTINGS. <br />5. USE SWIVEL TEES AND SWIVEL ADAPTERS AT GATE VALVE CONNECTIONS. <br />4- EX. 8" W/L_ <br />PRIVATE 8" W/L <br />1 1 <br />1-45° BEND <br />1-22.5° BEND <br />II <br />1 -THRUST BLOCK <br />IU <br />EX. 5' WALK <br />IX <br />IN <br />I <br />RETAINING <br />EX. 10.0' DRAINAGE <br />& UTILITY ESMT. <br />WALL <br />I- W <br />2" METER & <br />CURB STOP <br />(IRRIGATION) <br />EX. 6" W/L <br />& F.H. <br />REMOVE EX. W/L STUB <br />REMOVE FH ASSEMBLY <br />REMOVE EX. TEE & VALVE <br />INSTALL 8"x6" REDUCER <br />INSTALL FH ASSEMBLY <br />T <br />EX. 8" 5,/L <br />X <br />W <br />EX. 12" W/L L . <br />THE BUSINESS CENTER AT CTC <br />BLOCK 5 LOT 3 <br />C <br />W <br />FINAL PLANNED UNIT DEVELOPMENT <br />THE BUSINESS CENTER AT CTC <br />LOT 1, BLOCK 3 <br />2035 TAYLOR AVENUE <br />LOCATED IN THE NE 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 />STATE HIGHWAY 42 <br />EX. C.T.C. MONUMENT SIGN <br />CONNECT TO EX. 8" W/L PLUG & INSTALL <br />1-90' BEND <br />1 -THRUST BLOCK <br />R/W <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />1-22.5' BEND <br />1 -THRUST BLOCK <br />O 0 <br />O 0 <br />6" W/L <br />TYPE 13 <br />COMBO INLET <br />`- AREA INLET <br />12" HDPEP <br />ROOF DRAIN <br />8" HDPEP <br />PL <br />OUTLOT F <br />(CITY OF LOUISVILLE) <br />EX. EDGE <br />OF ASPHALT <br />T <br />I <br />L <br />CITY OF LOUISVILLE <br />MONUMENT SIGN <br />EX. 55.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />(EASEMENT AREA NO 2) <br />TYPE 13 <br />COMBO INLET <br />1-90' BEND <br />1 -THRUST BLOCK <br />PRIVATE 8" W/L <br />OUTLOT C <br />(CITY OF LOUISVILLE <br />J <br />w <br />ROOF <br />DRAIN <br />ROOF <br />DRAIN <br />�- 8" HDPEP <br />18" HDPEP <br />24" HDPEP <br />FOUNDATION DRAIN <br />8" HDPEP <br />8" HDPEP <br />24" HDPEP <br />ROOF <br />DRAIN <br />ROOF <br />DRAIN <br />6' W/L <br />0� <br />oI <br />M <br />L_ <br />r <br />DOUBLE TYPE 13 <br />COMBO INLET <br />EX. 2" W/S <br />0 <br />12" HDPEP <br />58.0' FL -FL <br />24.0' <br />24.0' <br />»FL -FL <br />FOUNDATION DRAIN <br />9'x17.5' PARKING SPACE (TYPICAL) <br />TYPE 13 <br />COMBO INLET <br />8" HDPEP <br />AREA INLET <br />18" HDPEP <br />ROOF DRAIN <br />ROOF <br />DRAIN <br />CLEANOUT <br />CONC. <br />TRASH <br />PRO. 5' WALK <br />TRANSFORMER <br />8" HDPEP <br />GENERATOR <br />78,, <br />SCREEN <br />WALL <br />Fp <br />TYPE 13 <br />COMBO INLET <br />v <br />LOADING DOCKS <br />CLEANOUT <br />TRENCH GRATE <br />w <br />Lu <br />0 <br />0 <br />0 <br />0 <br />co <br />ROOF <br />DRAIN <br />40.0' <br />FF=5313.00 <br />FOUNDATION DRAIN <br />9'x20' PARKING <br />SPACE (TYPICAL) <br />a. <br />Lu <br />0_ <br />0 <br />co <br />24" HDPEP <br />0 <br />0 <br />24" HDPEP <br />18" HDPEP CONCRETE <br />oo <br />N <br />0 <br />0 <br />ROOF <br />DRAIN <br />CLEANOUT <br />1-90° BEND <br />1 -THRUST BLOCK <br />1-8"x8" TEE <br />1-8" W.V. <br />1 -THRUST BLOCK <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />124.0' <br />24" HDPEP <br />0_ <br />w <br />0_ <br />0 <br />N <br />DOUBLE TYPE 13 <br />COMBO INLET <br />FOUNDATION DRAIN OUTFALL <br />EX. 6" W/L & F.H <br />EX. 8" W/L PLUG <br />35.0' <br />9'x24' PARKING SPACE (TYP CAL) <br />IF <br />ROOF <br />DRAIN <br />8" HDPEP <br />PRIVATE 8" F/S <br />CLEANOUT <br />J <br />W <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1 -FH <br />1 -THRUST BLOCK <br />CONNECT TO <br />EX. 8" W/L PLUG <br />& INSTALL 8" W.V. <br />PRIVATE 8" W/L <br />0 <br />w <br />a <br />0 <br />N <br />44.0' <br />1-90° BEND <br />1 -THRUST BLOCK <br />24" HDPEP <br />25.0' <br />DOUBLE TYPE 13 <br />COMBO INLET <br />DETENTION POND <br />9'x20' PARKING <br />SPACE (TYPICAL) <br />W <br />EX. 54.0 LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />(EASEMENT AREA 3) <br />w-4 <br />REMOVE EX. W/L STUB <br />REMOVE FH ASSEMBLY <br />REMOVE EX. TEE & VALVE <br />INSTALL 8'x6" REDUCER <br />INSTALL FH ASSEMBLY <br />RETAINING WALL <br />18" HDPEP <br />18" HDPEP <br />EX. INV=5287.0 <br />0I <br />cci I <br />N <br /><L <br />—s —---IE-- <br />—93.0' FL -FL= <br />—4— <br />-- <br />1 I <br />— <br />_DOUBLE TYPE 13 COMBO INLET _ <br />Er _ GS —n EX. 6" W/L <br />R/W �— & F.H. G <br />CLEANOUT <br />--- —_ 6 EX. 8" S/L © 1.0% <br />EX. 6" S/S-- <br />EX. SMH <br />EX. 5' WALK <br />EX. 12" W/L <br />TAYLOR AVENUE <br />w <br /><F <br />Q <br />z_ <br />Q <br />o <br />o J- . <br />O <br />W <br />SEE NOTE 3 <br />EX. 12" W <br />L <br />2" METER PIT <br />& CURB STOP <br />- 1- <br />TYPE 13 <br />COMBO INLET EX. SMH-24 <br />INV IN=5286.71 <br />INV OUT=5286.51 <br />EX. 12" W/L <br />EX. 8" S/L <br />N <br />I I I <br />L1h W <br />14- <br />THE BUSINESS CENTER AT CTC <br />BLOCK 4, LOT 1 <br />/ <br />/ <br />0 <br />0 <br />X <br />N <br />X <br />w <br />W <br />LLJ <br />0 <br />F- <br />0 <br />(/) <br />SCALE VERIFICATION <br />BAR IS ONE INCH <br />ON ORIGINAL DRAWING <br />IF NOT ONE INCH ON THS SHEET <br />ADJUST SCALES ACCORDINGLY <br />4z <br />c� Qz <br />UD <br />O 0▪ 0 <br />za <br />HCC <br />0 <br />0 <br />� <br />D U <br />W0 = O <br />J W <br />J I— <br />< Z <br />— <br />Qz <br />W <br />U <br />72 HOURS BEFORE <br />Z <br />a0 <br />I= <br />I-> U <br />Q O <br />0 <br />W <br />W J <br />Z W <br />0 <br />wa <br />J Z <br />H <br />U cri <br />ce <br />r w <br />U w <br />W J <br />W 2 Z <br />Q <br />n <br />Q= <br />U Z <br />a <br />Cla <br />C <br />Z <br />CIVIL ENGINEERING <br />CS <br />MEM <br />W <br />C <br />2035 TAYLOR AVE <br />UTIILITY PLAN <br />i3 <br />co5 I8 <br />z <br />a <br />N <br />N <br />N <br />JOB NUMBER: <br />224219 <br />DATE: <br />04/14/17 <br />SCALE <br />1"=40' <br />MEET NO: <br />2 OF 13 <br />7 <br />