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LOT 1 <br />PROPOSED 30" ST/L (FUTURE)fit y <br />STMH <br />PROPOSED 30" SJ7L (FUTURE) <br />230.00' <br />10'- ---� <br />CATCH <br />CURB <br />TYPE 13 INLET-\ <br />LOT 13 <br />1 <br />1 <br />1-45' 6" BEND <br />CATCH <br />CURB <br />REMOVE PLUG -. <br />1-45' 6" BEND <br />EXISTING <br />6" W/L <br />&F.H. <br />%* <br />1-F.H. <br />FL RAD.=35' <br />' L RAD. =15' <br />3 <br />--Jo-- 24'- ' • <br />STMH <br />— 154- <br />EMPLOYEE <br />BREAK AREA <br />29 <br />20 <br />r <br />DUMPSTER <br />ENCLOSURE <br />`-S12 29'45 "E <br />65.73 L.F. 15" RCP <br />11.5' <br />rn <br />I <br />22.5' <br />49.5' <br />60 ' <br />N00'41 '41 E <br />"A" <br />LOT 12 <br />85,100 s. f. <br />» <br />BIKE RACK (TIP.) <br />FINAL LOCATION TO BE DETERMINED <br />AT BUILDING OCCUPANCY. <br />ONE BIKE SPACE PER 20 PARKING SPACES. <br />1- 48' <br />1 R=10 <br />STM <br />A <br />'C» <br />18.25 <br />H » <br />•136' <br />14C. 00' <br />B" <br />'147\ 47 BH <br />50041'41"W SOO4f'4f"W <br />24' 100.00 L.F. 15" RCP TYPE 13 INLET _ <br />i <br />=10' <br />17.5' <br />30' <br />81'' <br />20' <br />5' DETACHED AL <br />t _EXISTING <br />I 8" W/L <br />XISJJNa-ra ' Kur <br />_ <br />EX. CURBCUT <br />5' DETACHED WALK <br />230.00 <br />EXISTING 8" S/L ,1 <br />("7 <br />EXISTING 8" W/L <br />LOT 17 <br />L. <br />STMH <br />45 ' RAILROAD AND <br />DRAINAGE EASEMENT <br />OMINENOP <br />ED4E 0 ASPHAL 1T -� <br />� I � <br />F10' (CENTER OF TRENCH) <br />113' <br />IPE 1 INLET <br />140.00 L.F. 15" RCP <br />-•=.24' " -2' CONCRIt TE <br />TRICKLE <br />CHANNEL <br />90' <br />"0» <br />535 , <br />LOT 2 <br />PROPOSED 30" ST/L (FUTURE) <br />3 00 0' <br />123' <br />ASPHALT PAVEMENT <br />CONCRETE LOADING DOCK <br />489.00 L.F. CONCRETE TRENCH <br />H.» <br />"A" <br />NEENAH R- 4999 -DX BOL TE4D <br />TRANSVERSE DRAINAGE STRUCTURE <br />OR R-4995-8 SERIES TYPE M <br />TRENCH FRAME WITH GRATED COVER <br />BUILDING FINISHED FOUNDATION ELEV. = 5334.00 <br />LOT 11 <br />85,100 s. f. <br />SO0'41 41 "W <br />2' CONCRETE <br />2' TRICKLE <br />CI.1'ANNEL <br />II 90' <br />N57'46'29"W <br />62.18 L.F " <br />"8" <br />STMH <br />ONNIM=t 01111.11.• <br />»A <br />LOT 3 <br />PROPOSED 30" ST/L (FUTURE) <br />230.00' <br />11111110 <br />1 1 <br />1 1 <br />1 1 <br />11 <br />1 1 <br />11 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />11 <br />1 1 <br />ii <br />1 1 <br />11 <br />1 1 <br />11 <br />1 1 <br />11 <br />1 1 <br />, HJ ; I <br />S00'41 41 W -. <br />725 L.F. 6" W/L <br />1-8" X 6" TEE—? <br />1-8" W V. <br />1-6" W.V. <br />1-F.H. <br />LOT 10 <br />85,100 s. f. <br />140.00 L.F. 15" RCP TYPE 13 INLET <br />CATCH CURB <br />R=8' <br />» »(-* " " <br />D <br />--+-30'--�- <br />a <br />a1 <br />EXISTING 10' TYPE 'R' INLET-/ <br />EXIS77NG 8" S/L EX. CURBCUT <br />TA YL OR AVENUE <br />EXIS77NG 8" W/L <br />60' R.0.W <br />44 ' FL -FL <br />EXISTING <br />vc- R" W4 <br />PLAN <br />MARK <br />A WALL WALL PACK <br />B GROUND BOLLARD <br />MTG. DESCRIPTION MANUFACTURER AND <br />CATALOG NUMBER <br />I C POLE <br />0 POLE <br />1 E GROUND <br />LUMARK MHWL250MT <br />McGRA W ZBD3621029 <br />AREA McGRAW GM9XX229RW <br />AREA McGRAW GM9XX229FT <br />FLOOD A. L. L. FL-04K70MH <br />LOT 16 <br />NO. LAMPING <br />TYPE <br />1 250W/MH <br />1 100W/MH <br />1 250W/MH <br />1 250W/MH <br />1 70W/MH <br />REMARKS <br />S00'41'41 "W <br />1 24' <br />-72' - 0-x-0 <br />5' (TYP. <br />140.00 L.F. 15" RCP <br />R=2.5' <br />(TYP. ) <br />00' <br />5' DETACHED WALK <br />EXISTING —f <br />6" W/L & F.H. <br />MOUNTING WEIGHT OF 22' AFG. <br />MOUNT ON 20' POLE AND 2' <br />BASE. MOUNTING BRACKET BY <br />MANUFACTURER. <br />MOUNT ON 20' POLE AND 2' <br />BASE. MOUNTING BRACKET BY <br />MANUFACTURER. <br />FIXTURE TO BE AIMED TO <br />ILLUMINATE MONUMEN T SIGN <br />T <br />VEXISTING <br />8" W/L <br />LOT 15 <br />BLOCK 6 <br />63' <br />"8" <br />147' <br />DUMPSTER� ' <br />ENCLOSURE <br />2 <br />20 <br />i <br />30' <br />FL RAD. =35' <br />EMPLOYEE <br />BREAK AREA <br />STMH <br />W <br />oI <br />37.5' - <br />2' CONCRETE <br />TRICKLE <br />CHANNEL <br />HB N <br />f <br />"E" "E" <br />C-4 <br />I*\S"E" <br />"E" SIGN <br />1 <br />-0- 13' <br />2 <br />136' <br />1 in <br />(..) <br />00 <br />rn ' <br />Ih <br />r <br />0 <br />(I) Io <br />"0" I' <br />-0•- ' - 24 <br />18.25' ...-- <br />TYPE 13 INLET <br />ai <br />\CA TCH CURB <br />EX. CURBCUT <br />500'41'41"W <br />L- <br />97.00 L.F. 15" RCP <br />R=8' <br />R=10'I <br />GRATED <br />STMH , k <br />5' DETACHED WALK <br />1 <br />1 <br />t <br />= I I <br />hSTMH <br />tl <br />11 <br />11 <br />7/M <br />LI <br />rrt <br />PROP. IIPROI <br />75" 24- <br />PEDES7RIAN ACCESS <br />EXIS77NG 8" S/L <br />EXISTING SMH <br />EXIS77NG 8" WA. <br />1 <br />LOT 9 <br />effA;NRAAGIEL RE9AASDE A NNDT <br />3,-0" <br />,_J <br />FXITURE SCHEDULE MOUNTING <br />PER MANUFACTURER <br />/Ar <br />77-- POLE - PAINTED <br />ANODIZED METAL <br />AS REQUIRED FOR 100 M.P.H. <br />WND LOADS AND FOR THE <br />LOCAL SOIL CON0177ONS <br />POLE BASE DETAIL FOR <br />SITE LIGHTING FIXTURES <br />12'-O" <br />3/4" DEEP RECESSED SIGN FACE <br />(EACH SIDE) - S.F. PER SIDE <br />OR <br />(BLACK) <br />• <br />7" THICK CONCRETE 77LT-UP PANEL <br />PAINT TO MATCH BUILDING <br />I NOTES: <br />I 1. ONE SIGN TO BE LOCATED AT TAYLOR AVENUE AND ONE SIGN TO BE I <br />I LOCATED AT ARTHUR AVENUE (TOTAL TWO SIGNS). <br />2. SIGN TO BE ILLUMINA7ED WTH GROUND MOUNTED LIGHT FIXTURES. I <br />LOT 10 <br />PROPOSED <br />I 24" STA <br />EXIS77NG W/1. j <br />7EMPORARY BLOWOFF -7 <br />LOT 14 <br />30 <br />0 <br />15 <br />GRAPHIC SCALE <br />30 <br />60 <br />CONCRETE F0077NG <br />PROJECT MONUMENT SIGN <br />120 <br />Not To Scol <br />• <br />IMM <br />LEGEND <br />• <br />Proposed San. Sewer Line <br />Existing San. Sewer Line <br />Proposed Water Line <br />Existing Water Line <br />Proposed Water Valve <br />Existing Water Valve <br />Proposed Fire Hydrant <br />Existing Fire Hydrant <br />Thrust Block <br />Plug <br />Blowoff <br />Proposed 4" San. Sewer Service <br />Proposed 3/4" Water Service <br />Existing San. Sewer Service <br />Existing Water Service <br />Proposed Storm Drainage <br />Existing Storm Drainage <br />Type 13 Inlet <br />Proposed Light <br />1. ALL PROPOSED CURB AND GUTTER IS SPILL UNLESS <br />OTHERWISE NO7ED. <br />2. SHOULD ADD1770NAL DUMPSTER ENCLOSURES BE REQUIRED <br />BEYOND THE TWO CURRENTLY SHOWN PER 77-11S SITE PLAN, <br />THEY SHALL BE CONSTRUCTED OF THE SAME MATERIALS <br />AS SPECIFIED AND APPROVED BY THIS P.U.D. <br />Colorado Technological Center <br />LOTS 10, 11, AND 12, BLOCK 8 <br />P.U.D. <br />SITE PLAN <br />SCALE VERT. VA <br />DESIGN JJ <br />DRAWN MJL <br />FILE NAME 421SITE <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />3065 47th Street, A-2 <br />Boulder, Colorado 80301 (303) 449-9105 <br />DATE 8 /20 /97 SHEET 2 of 5 <br />APPROVED JJ JOB NO. 22421 <br />rn <br />3NI1 SIH} NO liftNFd 10 3003 NOItISOd- <br />POSITION EDGE OF PRINT ON THIS UNE <br />dVSLO 8381AIlN A8 d30H03H <br />dVSLO 8380111N A8 d30H03d <br />HVSLO H38INf1N A8 H308038 <br />dVSLO d38M1N AB d30d038 <br />NOIIVNOdUO0 O1OH NVId <br />VIN1:1O311V0 '3N!AHI <br />NOLLVtlOdHOO O1OH NVId <br />VINtIOdI1V0 '3NIAt11 <br />NOIlVdOdE100 O1OH NV1 <br />VINdOdI1V0 '3NIAdI <br />a�BwnN SNIMdaa <br />aBBwfN JNIMdaa <br />a38MIN SNIMda❑ <br />d 8INf N ONIMdHC <br />