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RADIUS = 23.0' <br />LENGHTH = 41.69' <br />DELTA = 96°36'30" <br />TAN = 29.36' <br />EXISTING SANITARY MH <br />RIM = 5347.41 <br />INV IN =5336.61 <br />INV OUT = 5336.51 <br />LOT 12, BLOCK I <br />DEVELOPED SITE <br />S <br />FIRE HY <br />EXISTING <br />D.I.P. <br />WATER LINE <br />THIS AREA IS A <br />DETENTION <br />POND <br />AND IS SUBJECT <br />TO PERIODIC <br />FLOODING TO A <br />DEPTH OF 8 INCHE <br />1'— 0" <br />ST <br />s <br />S <br />EXISTING <br />PHONE <br />SAN! i AK Y <br />SERVICE <br />AND TAP <br />S <br />LOT 1, BLOCK 7 <br />DEVELOPED SITE <br />EXISTING <br />8" D.I.P. <br />WATER LINE <br />SHERRY STREET s <br />S <br />S <br />15 <br />S <br />S <br />55555 -55+ - <br />EXISTING 8" PVC <br />-SANIT6RY-L-1NE <br />I 11 <br />EXISTINGS <br />DRIVEWAY <br />EXISTING SANITARY MH <br />S RIM = 5,14.1 <br />INV IN = 5332.44 <br />INV OUT = 5332.34 <br />S <br />30.0' <br />N89°4520"W <br />STING <br />S <br />S <br />EXISTING <br />FIRE HYDRANT <br />EXISTING <br />\ I DRIVEWAY <br />—SIDEWiefd.-K <br />CHAS <br />2 L.F. <br />2' PAN <br />14.0' UTILITY <br />EASEMENT <br />DETENTION <br />POND <br />18.00' <br />18 " RCP <br />STORM SEWER <br />TYPE <br />13 OUTLET <br />STRUCTURE <br />PROPOSED BUILDING <br />FF = 5346.3' „,/,///40.00' <br />LOT 8, BLOCK 2 <br />ENTRANCE <br />5/8" <br />PICNIC AREA <br />(SEE PUD -4) <br />ALTERNATIVE <br />DOCK WALL RIP -RAP <br />RUNDOWN <br />FIRE ROOM WI <br />INSIDE ACCESS <br />t 112°- DO <br />‘ <br />6" FIRE TAP <br />1 <br />1 3/16"i <br />1,1 <br />DETAIL <br />(DETENTION POND SIGN) <br />(I) <br />LANDSCAPE <br />//46.o�' /// <br />20.00' <br />ELECTRICAL <br />SERVICE <br />TRASH <br />ENCLOSURE <br />(SEE DETAIL <br />THIS SHEET) <br />2' CURB <br />CUT <br />6" FIRE SERVICE <br />ELECTRICAL <br />TRANSFORMER <br />PAD <br />5 t <br />1.01UTIT <br />SEME T <br />1 <br />15.5' TO <br />B.O.0 <br />EXISTING <br />FIRE HYDRANT <br />8" ALUM <br />[LETTERS <br />b.° <br />T-NANT NAME <br />0000 ARTHUR AVE. <br />CONCRETE <br />CHASE AT <br />ISLAND <br />SIGN AREA = 24.5 S.F. <br />-a. <br />a <br />.114•411, <br />. <br />T.... <br />I 1 1 I <br />1 1 I 1 I I <br />4" ALUM <br />LETTERS <br />GRADE <br />7` -4" <br />MONUMENT BUILDING SIGN <br />N.T.S. <br />51. ,1555 <br />8" <br />'! <br />0..16.2V20" <br />210° LOT 7, BLOCK 2 <br />VACANT <br />1/2 COURSE SOLID <br />GROUND FACE COLOR 'C' <br />3 COURSES <br />SPLIT FACE <br />COLOR 'B' <br />2 COURSES <br />SPLIT FACE <br />COLOR 'A' <br />b 3 COURSES <br />PLAIN BLOCK <br />-C•1 <br />ki• 1/2 COURSE SOLID <br />f- GROUND FACE <br />/ COLOR 'C' <br />1 1,- ,,r ‘7. f„:.1*. °"'s '— <br />I 11:1;1'' ill?' ''l <br />41 <br />I ..., 'IL ''') )1,5' 4.4.4,6 COURSESL %,... j!.....t, . ...... <br />-;., .tt , . i. • "'kJ, SPIT FACE iSl: p„,11.1.„„ .,,, <br />4 E? ' '11 LCOLOR IA' I. ! ! , .. <br />;t . , * 1ic.f.i. <br />:_-.1.... <br />b ! I 13 COURSES SPLIT- I <br />s I I FACE COLOR 'B' I <br />LIGHT POLE <br />(TYP.) <br />! <br />c4 I <br />i IPLAIN <br />3 COURSES <br />5.5' TO <br />B.O.C. <br />4" X 4" GATE <br />POST <br />CONC. SPREAD FOOTING <br />11' -4" <br />10' <br />GATE OPENING 2" X 2" ANGLE FRAME <br />1 r <br />/1 <br />L FINISHED GRADE <br />\\__ CANE <br />rBOLTS <br />- - TRASH ENCLOSURE DETAIL <br />N.T.S. <br />FINISHED GRADE <br />1 1/2" METAL <br />DECK PAINTED <br />4" X 4" GATE <br />POST <br />S <br />S <br />LOT 8, BLOCK 2 <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 />KEYSTONE SPLIT -FACE <br />CMU RETAINING WALL <br />COLOR TO MATCH COLOR <br />ON BUILDING <br />TOW =5344.0 (TYP.) <br />LOT 9, BLOCK 2 <br />DEVELOPED SITE <br />FLOOD WARNING <br />SIGN (SEE DETAIL <br />ON THIS SHEET) <br />EXISTING <br />ASPHALT <br />10.5' TO <br />B.O.C. <br />\.....4. 10.0' DRAINAGE <br />EASEMENT <br />FINISHED <br />GRADE <br />DEPTH AS REQ'D <br />TO WITHSTAND 100 MPH <br />WINDS BASED ON POLE PLUS <br />LUMINAIRE PROJ. AREA <br />c <br />0 <br />Ai • <br />20 <br />GRAPHIC SCALE <br />0 10 20 -40 <br />/// <br />( IN FEET ) <br />1 inch = 20 ft <br />LEGEND <br />AS APPLICABLE <br />PROPERTY LINE <br />EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />••••"'".----5300 EXISTING CONTOURS <br />rm./m..16'ED CONTOURS <br />/7/ <br />SO <br />S <br />ST <br />S <br />V <br />WV <br />0 <br />• <br />421 <br />POLE MOUNTED LUMINAIRE <br />— (FRONT 250 WATT) <br />METAL HALIDE <br />--A— <br />STUB CONDUIT 3" ABOVE BASE. <br />I— BOND GROUND WIRES TOGETHER <br />AT POLE. <br />COVER PLATE (BY POLE MFR.) <br />Ii <br />[..-2'-O" <br />BASE PLATE (BY POLE MFR.) <br />ANCHOR BOLTS (BY POLE MFR.) <br />,)•?,\ -Mt? „W°5 <br />LIGHT POLE DETAIL <br />N.T.S. <br />UNDERGROUND CONDUIT <br />/WIRING SYSTEM <br />MAINTAIN CODE <br />REQUIRED BURIAL DEPTH <br />(5) #5 REBAR FULL LENGTH <br />(4) #3 TIES g 18" 0.C. <br />3" CLEAR (TYP.) <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 />BOLLARD LIGHTS (TYP. OF 3) <br />WALL MOUNTED LIGHTS (TYP. OF 3) <br />LIGHT POLES (TYP. OF 4) <br />GEOLOGIC HAZARD AREA <br />Futura EnFineering Inc. <br />Engineering Consul ants and Surveyors <br />12741 E. Catey Ave., Suite 126 <br />Englewood, Colorado 80111 — (303) 649-9292 <br />FAX :(1113) 649-9499 <br />FINAL MYLAR SUBMI1TAL <br />MYLAR SUBMITTAL <br />CITY COUNCIL SUBMITTAL <br />1ST PLANNING COMMISSION SUBMITTAL <br />00 <br />00 <br />- 0 - - <br />0) <br />N, <br />0) 0) 0) <br />• CS) <br />• CNI <br />0 v— N w <br />•-• 0 00 < <br />-• - - <br />tri <br />z <br />cc <br />c‘i <br />w <br />0 <br />0 <br />± <br />0 a) <br />W <br />°C4 <br />• }- <br />0 0 <br />-J <br />0 <br />0 <br />Designed <br />Drawn <br />Checked <br />Reviewed <br />Date <br />Project No. <br />4PC <br />JPC <br />LED <br />DMP <br />06/17/99 <br />99-0%04 <br />Drawing No. <br />PUD -2 <br />2_of 7 <br />. <br />e <br />0, <br />0 <br />ci <br />POSITION EDGE OF PRINT ON THIS LINE <br />POSITION EDGE OF PRINT ON THIS LINE <br />0 <br />EIVSLO 8281/411N Ag 8308038 <br />BVSZOLI3ERARIN A F:130l1038 <br />EIVSLO 83EVINI A9E130b103EI <br />EiVSL.0 8381AlfIN AEI 830E1038 <br />NOLIV80d803 010H NVld <br />VINI:10317V3 '3NIN:11 <br />NOLLVEI0d800 010H NVld <br />VINLIOdI1V3 '3NIN:11 <br />/,/ <br />1:1381A111N ONIMVUO <br />EBEILATIN ONIMVUO <br />1:1381AlrIN 9NIAAVEIO <br />i <br />0 <br />0 <br />I <br />—1 <br />00 0 <br />0 co <br />"T1 ni <br />r " <br />" <br />OI. <br />, rri <br />— Z <br />rri <br />