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EXISTING SANITARY MH <br />RIM = 5315.94 <br />INV IN = 5307.40 <br />INV OUT = 5307.20 <br />NEXT FH 198' 3' <br />EXISTING <br />FIRE HYDRANT <br />PROPOSED 2" <br />DOMESTIC SERVICE <br />EXISTING <br />TELEPHONE-\ <br />PFnESTAI <br />EXISTING ,COIy� WAI K <br />PROPOSED <br />8" FIRE TAP <br />EXISTING <br />BUILDING <br />LOOT 1009 13LOCK 4 <br />10.50' <br />2" WET TAP <br />PRO!OSED 5 <br />0.6 <br />URB <br />TOP <br />i0.uU- <br />X <br />EXISTING 8" DUCTILE IRON PIPE WATER LINE <br />OOXELDER STREET <br />EXISTING 8" PVC SANITARY SEWER MAIN <br />WALLS 87'13'" E 200.00' <br />B 394-7'13" E <br />DETENi1O'N(SEE ARCH. DETAIL) <br />PROPOSED 4'�O ANITARY <br />SERVICE (49 L.I". © 1%) <br />.1. <br />pvr. <br />30.00' <br />(MEASURED) PROPORFB 5' CLINCREIE W <br />(RECORDED) <br />EXISTING <br />FIRE HYDRANT <br />EXISTING CURB & GUTTER <br />NEXT FH 195' <br />INSTALL TUBULAR <br />STEEL SIDEWALK <br />CHASE (SEE SHEET <br />7 OF 7 FOR DETAIL) <br />o4 <br />//eIN AL 1 " A E E <br />INSIDE PROPOSED BUILDING <br />TH REMOTE READOUT <br />PICNIC AREA <br />ROUND TABLE WITH <br />ARCH BENCHES <br />12 L.F. 12" <br />,ADS N-12 PIPE <br />0.5% SLOPE <br />ADS DRAIN BASIN <br />(TYP.) <br />m <br />QG <br />0 <br />26 <br />L. <br />• " P <br />J w LIGHT POLE (TYP.) <br />d a <br />DEFERRED PARKING <br />(TYP. AT ALL OVERHEAD <br />LOADING DOORS) <br />375.83' (MEASURED) <br />N <br />• <br />PROPOSED <br />BUILDING <br />22,178 SF <br />CONCRETE WALK <br />0 <br />-J <br />J_ <br />0 <br />-w <br />SPILL CUF;B <br />5 SPACES <br />RETAINING <br />WALL <br />PICNIC <br />AREA <br />-6" FUL <br />�ASPALT <br />w <br />0 <br />LOT 119 BLOCK 4 <br />719@F2 Sly <br />6" FULL DEPTH <br />1-ASPALT <br />5' CONCRETE WALK <br />11 <br />37.33' LANDSCAPE <br />2.59' <br />S 80-15'07 <br />(MEASURED) )( <br />p6 <br />W 203 3.04' (RECORDED, <br />S 80'17' p0" W 20 <br />C <br />REQ <br />20 SPACES <br />V////A <br />5 I KIIsLU 15LANL) <br />6" FULL DEPTH <br />ASPALT <br />ACES <br />n CATCH CURB <br />O <br />CONC. <br />APROI <br />LANDSCAPE <br />EXISTING FENCE <br />NOT PLATTED <br />14.00' JTILITY EASEMENT <br />�I 1� <br />18" FES <br />,`EXISTING <br />LIGHT POLE <br />EXISTING <br />ASPHALT <br />I <br />EXISTING <br />LIGHT POLE <br />-7' CURB CU <br />- 9.00' <br />22.57 <br />EXISTING SANITARY MH <br />RIM = 5312.42 <br />INV IN = 5305.30 <br />INV OUT = 5305.10 <br />EXISTING GAS VALVE <br />LOT 929 13LOCK 4 <br />EXISTING <br />CONCRETE <br />EXISTING <br />GRAVEL <br />20 <br />0 <br />10 <br />LOT 11, BLOCK 4 <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 />GRAPHIC SCALE <br />20 <br />40 <br />(IN FEET ) <br />1 inch = 20 ft. <br />EXISTING <br />BUILDING <br />REVEAL" <br />T <br />- 10" <br />TRASH ENCLOSURE <br />(SEE DETAIL) <br />9.00' <br />FlNISHED <br />6" <br />20' - 0" <br />6" ALUM <br />[LETTERS <br />\A\T <br />\A <br />V <br />3' - 4" <br />7'-0" <br />E <br />80 <br />LEGEND <br />PAINTED CONCRETE <br />1 <br />1'-10"-- <br />i <br />MONUMENT BUILDING SIGN <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 />DEPTH AS REQ'D <br />TO WITHSTAND 100 MPH <br />WINDS BASED ON POLE PLUS <br />LUMINAIRE PROJ. AREA <br />2' 0" <br />��UNDERGROUND CONDUIT / WIRING SYSTEM <br />\ MAINTAIN CODE REQUIRED BURIAL DEPTH <br />\ (5) #5 REBAR FULL LENGTH <br />k-_-(4) #3 TIES 0 18" O.C. <br />3" CLEAR (TYP.) <br />LIGHT POLE DETAIL <br />F' <br />F' <br />5' <br />ULI <br />X <br />6" <br />PROPERTY LINE <br />PROPOSED IMPROVEMENTS <br />EXISTING CENTERLINE <br />PROPOSED CURB & GUTTER <br />EXISTING CURB & GUTTER <br />PROPOSED CONTOURS <br />EXISTING CONTOURS <br />EXISTING EASEMENT <br />EXISTING FENCE <br />FOUND #5 REBAR <br />0 FOUND IRON PIN & CAP (LS 9329) <br />5334 <br />1—FINISHED GRADE <br />• SET IRON PIN & CAP (LS 13487) <br />EXISTING WATER MAIN/SANITARY SEWER <br />EXISTING FIRE HYDRANT <br />EXISTING LIGHT <br />DEFERRED PARKING SPACES <br />CONC. SPREAD FOOTING <br />10' <br />SITECAST CONC. TILT—UP <br />PANEL PAINT TO MATCH <br />BUILDING EXTERIOR <br />TYP. ACCENT <br />!—REVEALS <br />JAMB POSTS <br />ki/2“ <br />16"W (NOM.) MIL. PNLS. <br />L2X2 X1/4" FRAME <br />JAMB POSTS — TS <br />4 X 4 X 5/16 SET <br />�IN 12" CONC. PIER <br />X 2 X 1/4" <br />\ / I L BRACE <br />fr <br />FINISHED GRADE <br />u <br />TRASH ENCLOSURE DETAIL <br />Futura Engineering Inc. <br />Engineering Consultants and Surveyors <br />12741 E. Coley Ave., Suite 126 <br />Englewood, Colorado 80111 — (303) 649-9292 <br />FAX (303) 649-9499 <br />0 <br />rt <br />c -J <br />igh© <br />Ililh <br />cc LLf <br />W F <br />Z cc <br />c°w <br />Qo w0 <br />O . o0 <br />mV <br />mV+LLi <br />W <br />s) <br />0 O < 0 <br />Q O <br />UQ <br />I- <br />Designed <br />MAF <br />Drawn <br />MAF <br />Checked <br />LED <br />Reviewed <br />Dat" DMP <br />JUNE 1998 <br />Proiect <br />99-061.00 <br />Drawing Na <br />PUD -2 <br />_2_ of 5 <br />LAKEWOOD, CO 80215 <br />790 VISTA LANE <br />-J <br />ca <br />POSITION EDGE OF PRINT ON THIS LINE <br />• 3NI1SIHl_NOtN12ltIO39O3 NOIIISOd __ <br />POSI1iON EDGE OF PRINT ON THIS LINE <br />II <br />I� <br />• 3NI1 SIH1 NO 1N_I_Nd dO 3093 NOIIISOd_ <br />I <br />8VSLO El3BWIlN AG d308038 <br />dV5L0 83801I1N A8 d30E103E1 <br />dVSLO d38WIlN A8 d30d03E1 <br />FIV5LO d38WIlN A8 d30d03d <br />NOIIVEIOdtlOO OIOH NVld <br />" <br />VINdOdflVO '3NIAEJI <br />NOI1VUOdIJO3 010H NVId <br />VINdOEI1VO '3NIAd1 <br />NOIlVUOddOO OIOH NVId <br />VINHOdflVO '3NIA1:JI <br />z, <br />0 <br />0 <br />C7' <br />o <br />D <br />0 <br />o <br />z: <br />• <br />: <br />z, <br />m; <br />o <br />rl <br />0I <br />z' <br />D' <br />1:138W(1N ONIMd80 <br />6661- •03a <br />0 <br />07 <br />E1381A1f1N ONIMVa0 <br />t:1381,Nf1N JNIMVa0 <br />