Laserfiche WebLink
DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />u- <br />a <br />2 <br />2 <br />Ix <br />a <br />a <br />a <br />aa <br />L <br />: <br />oW <br />>_0 <br />Ls <br />z� <br />. a <br />cn m <br />UW <br />cca <br />a¢ <br />0 <br />L.L. <br />a <br />o e <br />w <br />z I <br />aW m <br />o <br />1z <br />z <br />. �a <br />Uw <br />CC <br />a¢ <br />0 <br />LUL <br />O <br />CO) <br />z <br />zm <br />W <br />OW <br />= m <br />z <br />.'a <br />• m <br />UW <br />OES <br />w <br />a¢ <br />0 <br />LL <br />E <br />2 <br />IZ <br />U) <br />�i- <br />0 <br />03/30/2000 <br />LOT 13, BLOCK 8 <br />COLORADO TECHNOLOGICAL CENTER, FIRST FILING <br />PLANNED UNIT DEVELOPMENT <br />LOCATED IN SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />REVEAL <br />1'-4" <br />EXISITNG <br />42" RCP <br />STORM SEWER <br />10.0' <br />TOTBC <br />EXISTING <br />BUILDING <br />8' ALUM <br />f` LETTERS <br />TENANT <br />NAME <br />r <br />PAINTED CONCRETE <br />2'-4" - 1'-4" <br />7'-O" <br />MONUMENT BUILDING SIGN <br />ISI <br />45.0' DRAINAGE <br />EASEMENT <br />RADIUS = 470.00' <br />LENGHTH = 50.96' <br />DELTA = 06°12'44" <br />TAN = 25.50' <br />s <br />N.T.S. <br />ccs <br />co 0 <br />r_ 11.4' TO TBC <br />ISLAND CHASE <br />ROPOSED TRASH <br />ENCLOSURE <br />6" <br />1' <br />8" <br />7 1/4" <br />6" <br />LANDSCAPE <br />F SPAC _S <br />(9'X18 ) <br />LOT 12, BLOCK 8 <br />DEVELOPED SITE <br />4 -FT CONCRETE PAN <br />14 ;PACES <br />( I'X19') <br />14 SPACES <br />(,9'X19') <br />• 3 DEFERRED <br />▪ SPACES <br />(9'X18')1 <br />* * * <br />5' <br />6' <br />6' <br />2' — <br />12' <br />FINISHED GRADE <br />rCONC. SPREAD FOOTING <br />i <br />1*.7- <br />\-./ <br />S89°18'19"E <br />370.00' <br />30 <br />;PACE S <br />119'X17.: ') <br />I I I <br />477/ 6//frW> / <br />/7/3/////, <br />RIM = 5334.49 <br />INV IN E = 5321.89 <br />INV OUT W = 5321.79 <br />s <br />s <br />REMOVE <br />EXISTING <br />FENCE <br />5 <br />BICYCLE <br />SITECAST CONC. TILT -UP <br />PANEL PAINT TO MATCH <br />BUILDING EXTERIOR <br />',VP. ACCENT <br />" REVEALS <br />JAMB POSTS <br />FINISHED GRADE <br />TRASH ENCLOSURE DETAIL <br />N.T.S. <br />PUBLIC <br />ZONE <br />BOUNDARY <br />12' <br />L 1. <br />1 <br />SIDEWALK <br />CHASE <br />PARKING N <br />ES <br />16'W (NOM.) MTL. PNLS. <br />W/ L2X2 X1/4' FRAME <br />JAMB POSTS - TS <br />4X4X5/16SET <br />IN 12' CONC. PIER <br />2X2X1/4 <br />L BRACE <br />\\ <br />ELECTRICAL <br />TRANSFORMER <br />PAD <br />LANDSCAPE <br />II <br />40. <br />(/) <br />2 -FT MEANDERING <br />CON RETE ) <br />PAN / COBBLES <br />8W <br />2" DQMESTIC <br />WAT R SERVICE <br />I <br />4 "SANfARY SERVICE <br />50 L.F. DVC © 2.0%) <br />ACES1 <br />X18') <br />11 <br />1,„ EXISTING <br />111 SANITARY <br />ST JB OUT <br />40.0' <br />l II <br />III <br />III <br />11 <br />PROPOS <br />EMPLOYEE <br />BREAK AREA <br />x <br />LO <br />33.0' <br />20.0' DITCH <br />— <br />EASEMENT <br />29" x 45" RCP SIDE DRAIN <br />WITH CONCRETE FLARED <br />END SECTIONS AND RE- <br />IVtBL W <br />LOT 12, BLOCK 3 <br />VACANT <br />s <br />s <br />DETENTION <br />POND <br />M17DIFIEL `= <br />36PIE <br />OUTL T <br />STrU f TIJ E <br />14.0' UTILITY <br />EASEli NT <br />EXISTING <br />III18" RCP <br />% STRM <br />SEWER <br />LANDSCAPE <br />N89°45'20"W <br />349.95' <br />CHERRY STREET <br />s <br />EXISTING <br />8" PVC <br />SANITARY LINE <br />30.0' <br />PROPOSED <br />RETAINING WALL <br />(SEE DETAIL PUD -5) <br />MONUMENT <br />SIS <br />EXISTING <br />12" D.I.P. <br />WATER LINE <br />s <br />LOT 9, BLOCK 3 <br />VACANT <br />s <br />EXI TING <br />TY ER <br />INLET <br />90510111101 <br />X!STING SANITARY MH <br />IM = 5327.78 <br />IVINN=5317.58 <br />IV OUT S = 5317.38 <br />EXISTING <br />8" PVC <br />SANITARY <br />SEWER <br />FINISHED <br />GRADE <br />20'-0" <br />POLE MOUNTED LUMINAIRE <br />(FRONT 250 WATT) <br />METAL HALIDE <br />STUB CONDUIT 3" ABOVE BASE. <br />— BOND GROUND WIRES TOGETHER <br />AT POLE. <br />COVER PLATE (BY POLE MFR.) <br />BASE PLATE (BY POLE MFR.) <br />- , ANCHOR BOLTS (BY POLE MFR.) <br />• <br />DEPTH AS REQ'D <br />TO WITHSTAND 100 MPH <br />WINDS BASED ON POLE PLUS <br />LUMINAIRE PROJ. AREA <br />rig -2'-0" <br />8" FIRE <br />LINE <br />EXISTING <br />DOMESTIC <br />STUB OUT <br />EXISTING <br />12" D.I.P. <br />WATER LINE <br />5' MEANERING <br />SIDEWALK <br />ALONG T YLOR <br />AVE ONL� <br />w II <br />z <br />W <br />> II <br />Q (I <br />�� II <br />O <br />-� II <br />Q <br />t- <br />46 <br />- <br />46 L.F. 18" R <br />STORM SEW R <br />.,. . 11C <br />EXISTING <br />TYPE R <br />INLET <br />EXISTING / <br />IRRIGATION STORM <br />SEPARATOR BOX <br />W------ <br />s <br />1 <br />EX <rE't�' 1L1KRY MH <br />RIM = 5324.24 <br />• INVINN=5314.04 <br />INV IN E = 5314.94 <br />INV OUT W = 5314.84 <br />s <br />R/.DIUS = 23.0' <br />LENGTH =3,5.95' <br />Ut$L 1 A �.yu1-3L_ __ <br />TAN = 22.82' - <br />/1/ <br />20 0 <br />LIGHT POLE DETAIL <br />N.T.S. <br />LEGEND <br />AS APPLICABLE <br />/// <br />• <br />UNDERGROUND CONDUIT <br />/WIRING SYSTEM <br />MAINTAIN CODE <br />REQUIRED BURIAL DEPTH <br />(5) #5 REBAR FULL LENGTH <br />(4) #3 TIES iv 18" 0.C. <br />3" CLEAR (TYP.) <br />PROPERTY LINE <br />EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />EXISTING CONTOURS <br />/6340...... PROPOSED CONTOURS <br />EXISTING SANITARY SEWER <br />EXISTING WATER LINE <br />EXISTING STORM SEWER <br />PROPOSED SANITARY LINE <br />PROPOSED WATER LINE <br />EXISTING WATER VALVE <br />EXISTING FIRE HYDRANT <br />EXISTING STREET/PARKING LIGHT <br />EXISTING SANITARY MANHOLE <br />EXISTING STORM MANHOLE <br />FOUND IRON PIN <br />PROPOSED DOOR <br />PROPOSED MONUMENT SIGN <br />PROPOSED TRANSFORMER PAD <br />CONCRETE <br />s <br />W- <br />s <br />W <br />ZIC <br />xx <br />0 <br />O <br />GRAPHIC SCALE <br />10 20 40 <br />m <br />( IN PEET) <br />1 inch = 20 ft. <br />Futura Engineering Inc. <br />Engineering Consultants and Surveyors <br />12741 E. Caley Ave.. Suite 126 <br />Englewood. Colorado 80111 — (303) 649-9292 <br />FAX (303) 649-9499 <br />FINAL MYLAR SUBMITTAL <br />CITY COUNCIL SUBMITTAL <br />PLANNING COMMISSION SUBMITTAL <br />INITIAL PUD SUBMITTAL <br />REVISION/SUBMISSION <br />O� N N <br />1) 1) * N <br />0 0 0 0 <br />• <br />0 8 <br />Z o <br />O <br />W <br />J cZ <br />N v <br />WLL <br />CO co <br />H <br />co <br />r/ a'- <br />zON <br />0) 8 <br />CO z <br />pito; aa. <br />M <br />t0 <br />ti <br />N <br />!iE co 4c <br />W � �8 <br />Um� <br />r T <br />M! y� <br />O OLu <br />0 <br />0 <br />0 <br />3 <br />0 <br />0 <br />Designed <br />Drown <br />Checked <br />Reviewed <br />Dote <br />Project No. <br />JPC <br />JPC <br />LED <br />DMP <br />12/01/99 <br />99-06t05 <br />Drowing No. <br />PUD -2 <br />_2_ of _10_ <br />