Laserfiche WebLink
0 <br />J <br />133 <br />H <br />O <br />J <br />DRAWING NUMBER <br />N <br />DRAWING NUMBER <br />U <br />w <br />z <br />cc <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CAUFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />REORDER BY NUMBER 075AR <br />01/19/2001 <br />Foloers\99-061.07\planning\PUD-2,owg <br />LOT 6, BLOCK 2 <br />THE PARK AT COLORADO TECHNOLOGICAL CENTER <br />PLANNED UNIT DEVELOPMENT <br />LOCATED IN SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 611-1 P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />E <br />6" RAISED <br />ALUM LETTERS -\ <br />REVEAL <br />(NP) <br />ACCENT <br />"D" <br />CH E RRY''ARK <br />CO <br />COLOR"B" -�, BUSINESS CENTER <br />COLOR "C" <br />--1'4" <br />LOT 1 <br />PRIVATE ZONE <br />PUBLIC ZONE <br />0000 <br />4'4" <br />7'0" <br />1'4" ---I <br />1 <br />6" <br />8" -- <br />2'4" <br />1 <br />T- 6" OVE <br />G DE <br />MONUMENT SIGN LIGHTING SHALL BE ILLUMINATED WITH GROUND <br />MOUNTED FIXTURES WITH MAXIMUM 70 -WATT METAL HALIDE FIXTURES. <br />MONUMENT BUILDING SIGN <br />HYDRANT <br />10.0' --"- <br />LS <br />5.0' <br />8x6 TEE, STUB <br />TO NORTH <br />COMBINATION TYPE 13 INLET <br />6' 2' <br />lFINISHED GRADE <br />/ CONC. SPREAD FOOTING <br />12' <br />SITECAST CONC. TILT -UP <br />PANEL PAINT TO MATCH <br />BUILDING EXTERIOR <br />.. M. ACCENT <br />REVEALS <br />5' <br />6' <br />FINISHED GRADE <br />TRASH ENCLOSURE DETAIL <br />N.T.S. <br />CURB CHASE <br />JAMB POSTS <br />10W (NOM.) MTL. PNLS. <br />% WI L2X2 X1/4' FRAME <br />JAMB POSTS - TS <br />4X4X5116SET <br />IN 17 CONC. PIER <br />- 2X2X1/4• <br />L BRACE <br />D <br />tt 4'x4.5' <br />CONCRETE <br />;$ PAD (TYP) <br />COMBINATION TYPE 13 <br />DRAIN MANHOLE <br />LANDS( <br />EXISTING ELEC <br />TRANSFORMER <br />& TELE PED <br />E f <br />ST <br />MONUMENT SIGN <br />S8 <br />12W <br />G <br />S8 <br />18"x196' STORM <br />LANDSCAPE <br />DETENTION POND <br />6" SANITARY SERVICE <br />DSCAPE <br />PI <br />E. Er_r. SS <br />ST 2� ,DRAINAGE AND UTILITY EASEMENT <br />NCESIGN, <br />T E ST <br />FES, COBBLE -LINED PAN <br />DETENTION <br />POND <br />TE 13 \ 20' DITCH EASEMENT <br />STING lkITCITPAN �' <br />.....----RELOCATE HYDRANT <br />INSTALL 8" x 6" <br />REDUCER & TAP <br />END, EXISTING WA <br />SERVI CE_.STUB_._, <br />HYDRANT <br />DRAIN MANHOLE <br />8" WATER <br />V-'& FIRE LEAD <br />-"- 10.0' <br />LOT 5 <br />RIPRAP RUNDOWN <br />18" STORM <br />W/FES <br />DETENTION RELEASE <br />STRUCTURE, TRASH <br />RACK & CONC PAD, <br />18" CONNECTION TO <br />EXISTING STUB <br />QST <br />MONUMENT SIGN <br />las <br />37.5TO CL- <br />Cygef CUT <br />G <br />J <br />12W.. <br />30' CURB CUT <br />10S <br />G- 8S <br />12W 1214' <br />IRRIGATION DITCH CHERRY STREET <br />C F D�ETA�1) TOS <br />45"X29"660' HERCP W/FES 40S-• <br />G <br />8S 8S 8S <br />G <br />wv <br />30' CURB CUT <br />405. <br />G <br />8S <br />90.5' TO CL CURB CUT <br />12W <br />G 8S <br />-IRRIGATION DITCH <br />CROSSING (SEE DETAIL) <br />45"x29"x67' H€R -W <br />_�--SOS----_ <br />8S• <br />EXISTING HYDRANT TAP <br />FINISHED <br />GRADE <br />POLE MOUNTED LUMINAIRE <br />(FRONT 250 WATT) <br />METAL HALIDE <br />20'-0" <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 />r -ANCHOR BOLTS (BY POLE MFR.) <br />UNDERGROUND CONDUIT <br />/WIRING SYSTEM <br />MAINTAIN CODE <br />REQUIRED BURIAL DEPTH <br />(5) #5 REBAR FULL LENGTH <br />(4) #3 TIES @ 18" 0.C. <br />3" CLEAR (TYP.) <br />DEPTH AS REQ'D <br />TO WITHSTAND 100 MPH <br />WINDS BASED ON POLE PLUS <br />LUMINAIRE PROJ. AREA LIGHT POLE DETAIL <br />ADMISTRATIVE AMENDMENT NO. 1 <br />THE NORTHWEST CORNER OF THE SITE AND BUILDING HAVE BEEN <br />REVISED TO DECREASE THE BUILDING AREA BY 1800 SQ. FT. AND <br />INCREASE PARKING BY 15 CARS. THE AREA OF AMENDMENT IS <br />DESIGNATED THUS A ON THE REVISED DRAWINGS. <br />APPROVED <br />NOTES: <br />DIRECTOR OF PLANNING <br />1. SITE WAS ROUGHLY GRADED WITH NO VEGETATION, EXCEPT <br />VOLUNTEER TREES IN 20' DRAIN DITCH EASEMENT AT TIME OF <br />TOPO SURVEY. <br />2. ALL PARKING SPACES ARE 9' WIDE BY 18.5' TO FLOWLINE. <br />3. SEE BUILDING ELEVATIONS FOR LOCATION OF SECOND STORY. <br />4. BUILDING UNITS ARE TYPICALLY 80' X 30', EXCEPT AS MARKED. <br />5. DRIVE AISLES ARE A MINIMUM OF 28' AROUND PERIMETER DRIVE. <br />6. THE CITY OF LOUISVILLE IS NOT RESPONSIBLE FOR DAMAGE TO <br />OR REPAIR OF MONUMENT SIGNS DUE TO UTILITY MAINTENANCE. <br />7. MONUMENT SIGNS ARE NOT TO BE USED FOR INDIVIDUAL <br />TENANT IDENTIFICATION. <br />8. ALL STORM SEWER PIPE SHALL BE CLASS III RCP. <br />9. WATER METER SHALL BE LOCATED INSIDE THE BUILDING WITH A <br />REMOTE READOUT. <br />10. ALL CONCRETE WALKS SHALL BE 6' FROM TBC TO BOW. <br />11. LANDSCAPE AREAS 10' MINIMUM WIDTH AT FRONT OF UNITS. <br />12. DIRECTIONAL SIGN, VISITORS PARKING TO THE LEFT, EMPLOYEE <br />AND TRUCKS TO THE RIGHT. <br />13. DIRECTIONAL SIGN, EMPLOYEE AND TRUCKS ONLY. <br />ST ST <br />G <br />12W <br />10S <br />8S <br />•ST <br />30 <br />r_w'�rrw�C <br />s <br />0 <br />_W <br />ST <br />S <br />0 <br />2'_0" <br />N.T.S. <br />LEGEND <br />AS APPLICABLE <br />15 <br />/7/ <br />PROPERTY LINE <br />EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />EXISTING SANITARY SEWER (SIZE NOTED) <br />EXISTING WATER LINE (SIZE NOTED) <br />EXISTING STORM SEWER (24" RCP) <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 />1� <br />GRAPHIC SCALE <br />30 e0 <br />12W 12W -- <br />8S <br />8S <br />(Di FEET ) <br />1 inch = 30 ft. <br />Futura Engineering Inc. <br />Engineering Consul fonts and Surveyors <br />12741 E. Coley Ave.. Suite 126 <br />Englewood. Colorado 80111 - (303) 649-9292 <br />FAX (303) 649-9499 <br />120 <br />ADMINISTRATIVE AMENDMENT NO. 1 <br />CITY COUNCIL SUBMITTAL <br />PLANNING COMMISSION <br />PUD SUBMITTAL <br />z <br />0 <br />u) <br />CO <br />z <br />0 <br />w <br />z <br />0 <br />O <br />rn <br />0 <br />0 <br />rn <br />0 <br />0 <br />\ N <br />00 CO0 <br />w <br />0 <br />V <br />Z <br />IMO <br />� <br />wU. <br />UV <br />N <br />leccirNe m - <br />Q Q ~ <br />›-w <br />fret <br />ffiI-u <br />U <br />Designed <br />Drown <br />Checked <br />Reviewed <br />Date <br />Project No. <br />LED <br />LED <br />LED <br />LED <br />6/13/00 <br />99-061.07 <br />Drawing No. <br />PUD -2 <br />2_ of —\ <br />