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03/20/2001 <br />cn <br />0 <br />U <br />F- <br />U <br />z <br />_J <br />0 <br />U <br />Qj <br />0 <br />0 <br />S_ <br />••• <br />LOT 3 -I- 4, BLOCK 6 <br />THE BUSINESS CENTER AT COLORADO <br />TECHNOLOGICAL CENTER, REPLAT C, <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 />LOT 2 <br />BLOCK 6 <br />OUTLOT A <br />0 <br />0 <br />8"x6" TEE w/ <br />6" GATE VALVE <br />120BEND <br />• \\ <br />• <br />• <br />• <br />• <br />APPROVED <br />• <br />FIRE HYDRANT • <br />6'2 <br />FINISHED GRADE <br />CONC. SPREAD FOOT! <br />/ <br />SIDE VIEW <br />1/2" <br />\ <br />SITECAST CONC. TILT—UP <br />-BUILDING EXTERIOR <br />PANEL PAINT TO MATCH <br />TYP. ACCENT <br />• REVEALS <br />RELOCATE APPROVED <br />FIRE HYDRANT <br />CONNECTION AS SHOWN. <br />• PROPOSED LOCATION TO <br />\‘RELOCATE APPROVED <br />FIRE HYDRANT CONNECTION. <br />„ <br />• 5. <br />JAMB POSTS <br />6'5' <br />TRASH ENCLOSURE DETAIL <br />N.T.S, <br />APPROVED 2" WATER <br />NOT TO BE INSTALLED <br />8" FIRE SERVICE TO <br />BE PROVIDED 10' <br />BEYOND PROPERTY LINE. <br />APPROVED 6" SANITARY <br />NOT TO BE INSTALLED. <br />12' <br />1 /2"---/6L- <br />16"W (NOM.) MTh. PNLS. <br />W/ L2X2 X1/4" FRAME <br />• ‘N <br />FINISHED GRADE <br />FRONT VIEW <br />LOT 2 <br />BLOCK 5 <br />JAMB POSTS — TS <br />4 X 4 X 5/16 SET <br />IN 12" CONC. PIER <br />NN. 2 X 2 X 1/4" <br />L BRACE <br />CURB CUT TO BE INSTALLED WITH <br />CONSTRUCTION OF PRAIRIE WAY. <br />PROPOSED LOCATION TO <br />RELOCATE APPROVED <br />WATER AND SANITARY <br />SERVICES FROM LOT 4. <br />CURB CUT TO BE INSTALLED WITH <br />CONSTRUCTION OF PRAIRIE WAY. <br />CONNECT TO RELOCATED <br />8" WATER STUB—OUT. <br />PRAIRIE WAY <br />(60' ROW) <br />RELOCATE APPROVED 2" <br />WATER AND 6" SANITARY <br />SERVICES ADJACENT TO <br />LOT 3&4 PROPERTY LINE. <br />Cr) <br />PROVED <br />RE HYDRANT <br />AMIY. a.. womm amw MOW M.ft <br />—85 <br />ST --N90206-109! E <br />388.68 <br />LOT4 <br />BLOCK 5 <br />22' — <br />24'-0' MAX <br />FINISHED <br />GRADE <br />L <br />6" <br />OLE 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 />------ DEPTH AS R Q'D <br />TO WITHSTAND 100 MPH <br />------- —....... WINDS BASED ON POLE PLUS <br />aaanaga MOM AWO ammt aft. maw agora cm.. <br />LANDSCAPING <br />80.00' <br />o <br />o/ <br />o <br />80.00' <br />z <br />agero—oirm _NADVD-WO <br />68.47' 10' MUM' EASEMENT <br />CONNECT TO <br />RgLOCATED 2" 43.5' <br />WATER SERVICE LANDSCAPING <br />& CAP 5' FROM , <br />Bt ILDING. <br />wg.t*Kulteleftwoletnft.:§ e'ReSe4tWe",i,'f,ele,,,Nfeeferteeee**t;.4,... <br />14.00' <br />80.00' <br />14.00' <br />-CONNECT TO EXISTING <br />8" WATER STUB—OUT <br />W/ 45* BEND. <br />43.8' <br />TYPE 13 INLET <br />INV=5310.7' <br />RIM=5312.7' <br />/////4C1/Cfet <br />/ <br />/ <br />/ <br />MANUFACTURING/ <br />WAREHOUSE <br />FF = 5319.5' <br />ONNECT Tw 26.67' <br />RELOCATED 6 11111111111 L=37.70' <br />SANITARY SERVICE R=24.01 <br />AND CAP 5' FROM <br />BUILDING. <br />*CV <br />K) <br />K) <br />K) <br />OFFICE <br />b <br />o <br />z <br />CO / <br />7. <br />10.00-‘) <br />PUBUC ZO /1 <br />PRIVATE Z <br />S45'00'00"W <br />26.19' <br />45' BEND <br />(NI LOT 6 <br />BLOCK 6 <br />2' CURB CHASE <br />N9000'00"E <br />18.52' <br />LOT 3 <br />BLOCK 6 <br />S 00'00'00" E <br />LOT 4 <br />BLOCK 6 <br />I <br />16.0' <br />7 //(/////// <br />8"x6" TEE <br />AREN_w/CAP & <br />HYDRANT b <br />p 6" GATE VALVE. <br />DROP CURB <br />HEAD 6' WIDE <br />z <br />ail 7< <br />z <br />/ <br />• <br />Oes (9" <br />e0.1r6l <br />,,„..„......wuprw <br />ST <br />0 I ST <br />99.67' t-44.; 2' CURB CHASE <br />" 8947'13" W <br />8 CAP <br />EXISTING INLET <br />FUTURE EASEMENT LOCATION <br />FOR WATERLINE EXTENSION. <br />ST <br />ST ST <br />20.0' DRAINAGE EASEMENT <br />BENCH MARK: TBM, <br />CHISELLED 'X', TOP OF <br />CURB SW CORNER OF <br />LOT 6, BLOCK 2 SITE, <br />APPROX 860' WEST OF <br />CL CTC BLVD. <br />ELEV 5307.22 <br />LOT 3 <br />BLOCK 1 <br />I <br />501.32' <br />NOTES: <br />1. PARKING SPACES ARE 9' WIDE BY 17.5', UNLESS OTHERWISE <br />NOTED. <br />2. SEE BUILDING ELEVATIONS FOR LOCATION OF SECOND STORY. <br />3. THE CITY OF LOUISVILLE IS NOT RESPONSIBLE FOR DAMAGE <br />TO OR REPAIR OF MONUMENT SIGNS DUE TO UTIUTY <br />MAINTENANCE. <br />4. ALL STORM SEWER PIPE SHALL BE CLASS III RCP. <br />5. WATER METER SHALL BE LOCATED INSIDE THE BUILDING WITH <br />A REMOTE READOUT. <br />6. LANDSCAPE AREAS 10' MINIMUM WIDTH AT FRONT OF UNITS. <br />7. ALL PAVING IS ASPHALT EXCEPT AS NOTED. <br />8. ALL SIGNS SHALL COMPLY WITH THE LATEST REQUIREMENTS <br />OF THE IDDSG. <br />9. CITY OF LOUISVILLE WILL NOT BE RESPONSIBLE FOR DAMAGE <br />TO PAVEMENT SURFACES OR LANDSCAPING THAT IS DAMAGED <br />DUE TO REPAIR OR MAINTENANCE ACTIVITIES OF UTIUTIES <br />LOCATED WITHIN THE PUBUC UTIUTY EASEMENT. <br />TFIRE <br />HYDRANT <br />\ -2' CURB CHASE <br />ST <br />DROP CURB <br />HEAD 6' WIDE <br />LOT 4 <br />BLOCK 1 <br />ST <br />N 89'47'13" <br />ST <br />192.0' <br />D E Tip EONN TDI N <br />WATER QUALITY - <br />OUTLET STRUCTURE <br />ST <br />320.21' <br />5'x5' CONCRETE <br />SLAB FOR 10yr- <br />OUTLET TRASH RACK <br />100yr OUTLET <br />STRUCTURE AND <br />TRASH RACK <br />CONNECT TO EXISTING <br />STORM MANHOLE STUB—OUT. <br />FIELD VERIFY TIE—IN ELEVATION. <br />11 <br />GRAPHIC SCALE <br />(IN FET) <br />I. inch = 40 ft. <br />LOT 5 <br />BLOCK 6 <br />LUMINAIRE PROJ. AREA <br />ammo eMiti. <br />ST <br />S8 <br />8\ <br />ST <br />0 <br />ANCHOR BOLTS (BY POLE MFR.) <br />UNDERGROUND CONDUIT <br />\ <br />/WIRING SYSTEM <br />MAINTAIN CODE <br />REQUIRED BURIAL DEPTH <br />(5) #5 REBAR FULL LENGTH <br />3" CLEAR (TYP.) <br />(4) #3 TIES 0 18" 0.C. <br />LIGHT POLE DETAIL <br />N.T.S. <br />LEGEND <br />PROPERTY UNE <br />EXISTING IMPROVEMENTS <br />EXISTING SANITARY SEWER <br />(SIZE NOTED) <br />EXISTING WATER UNE <br />(SIZE NOTED) <br />EXISTING STORM SEWER <br />(21" RCP) <br />PROPOSED SANITARY LINE <br />PROPOSED WATER LINE <br />PROPOSED STORM SEWER <br />EXISTING WATER VALVE <br />EXISTING FIRE HYDRANT <br />PROPOSED WATER VALVE <br />PROPOSED FIRE HYDRANT <br />EXISTING SANITARY MANHOLE <br />EXISTING STORM MANHOLE <br />PROPOSED DOOR <br />PROPOSED SIGNAGE <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT <br />PROPOSED BUILDING <br />SIGN AGE LEGEND <br />DELIVERY ENTRANCE <br />NO TRUCK ENTRY <br />VIP PARKING (TO BE DETERMINED) <br />Futura Engineering Inc. <br />Engineering Consultants and Surveyors <br />12741 East Coley Avenue, Suite 126 <br />Englewood, Colorado 80111 - (303) 84g-§2§2 <br />FAX (303) 649-9499 <br />Golden, CO 80401 <br />LOUISVILLE, COLORADO <br />Ihs use of these piens shoe be nobtioted to <br />the MOW project eft* *r which they went <br />=idtelitzubloat. ionsriatherof le emprodzsetz <br />- or pubVoaVin by any method. in whole or in <br />MI%freiambere sithinstento Vi. plans= <br />contact Ohl thew piens Pretiralloonstieuto <br />prime facie oddencep of the of the <br />restrictions. These dreetage ors insbernents <br />- 'Infos, and or the property of the Engineer. <br />DATE REVISION/SUBMISSION <br />0M8-01 NMAL PUD SUBWITTAL <br />03-13-01 PC PUD SUBMTITAL <br />04-03-01 =TY COUNCL SWIM <br />05 / 15 /01 Mylar Submittal <br />Designed <br />Drown <br />Checked <br />Reviewed <br />RPJ <br />RPJ <br />TWD <br />TWD <br />Pirdlibt <br />99-061.12 <br />*Warm Dols <br />December 21, 2000 <br />Orosing No. <br />PUD -2 <br />2,7 <br />i'vS11,untut Or eitiiif UN i iiiS LINE • <br />C. <br />b1VgLO 8381A10N A8 830E103E1 <br />EIVSLO 8381A1C1N AS 8308038 <br />EIVSLO 83131AWIN AS 830E1038 <br />ElVgLO 8301A1T1N AS 830E1038 <br />NOI1V80d803 010H Mirld <br />VINE10d11V0 3N1A1:11 <br />NOIDA:10d1:100 010H N1V1c1 <br />V1N11:10J11V0 '31\11AEll <br />NOIIVE10d800 C110H NVld <br />V1N11:1011V3 3N1A1:11 <br />Loonv <br />0 <br />-n <br />1:1381AWIN ONIMVUO <br />E1381,AWIN SNI/V\VI:10 <br />1:1391A1f1N ONI/V\VE10 <br />