Laserfiche WebLink
WEST 1/4 COR. SEC. 9, T1S, R68W <br />NO. 6 REBAR 0977-/ 3-1/4" ALUMINUM <br />CAP IN RANGE BOX <br />S� <br />0 <br />l3 <br />SOUTHWEST COR. SE . 1S, R68W <br />2-1/2" ALUM/NUM CAP IN RA OX <br />SW COR. SEC. 9, <br />T7S, R68W <br />f r <br />I 1 a <br />TIE INTO <br />/ EXISTING. <br />Z�R Ma O <br />O <br />4. <br />W 1/4 COR. SEC. 9, <br />T1S, R68W <br />PROPOSED <br />36" STORM <br />EXTENSION <br />PROPOSED <br />g \/ STORM <br />MNAHOLE <br />1 K <br />`w <br />/NV==5318.09 <br />TIE INTO <br />EXISTING. <br />w W <br />EX 24" CMP CULVERT <br />TS EX 24" CMP IRR/GA770N <br />EX. TRAFFIC <br />SIGNAL POLE <br />LEGEND <br />PROPERTY BOUNDARY, <br />ADJACENT LOT LINE <br />EASEMENT, <br />CHANNEL OR SWALE FLOWLINE, <br />EXISTING. (� <br />FIRE HYDRANT. PROPOSED <br />PROPOSED STANDARD CONCRETE, <br />EXISTING ASPHALT PAVEMENT, <br />PROPOSED ASPHALT <br />PERMEABLE PAVERS <br />PERMEABLE GRAVEL <br />PROPOSED TREES. <br />EXISTING TREES... , <br />PARCEL NO. / <br />OWNER: C/TY OF LOUISVILLE <br />ZONING: /NDUS7R/AL <br />SS <br />E,I-vC ,SA4/17- <br />SS <br />EX SANITARY SEWER MH <br />R/M=5319.01 <br />/NV /N(SW)=5306.60 <br />/NV OUT(NE)=5306.38 <br />PROVIDE FLARED <br />END SECTION & <br />TRASH RACK AT <br />END OF PIPE. <br />Ainka‘i,4 <br />PARCEL Na <br />/ ak- LO % �,. <br />TRAIL ALIGNM, 0 B <br />OOROIN CATEDEIW CI <br />fR14: Y <br />w <br />EX SIGN <br />w . <br />SS <br />/ • <br />EX. 8' <br />U77L/TY <br />�M ESMT <br />FIRE <br />HYDRANT <br />PIPE EX. IRRIGATION <br />LATERAL PER <br />AGREEMENT WITH <br />LATERAL OWNER <br />ELECTRICAL <br />SERVICE <br />55 <br />PROPOSED 5 'UTIUTY & <br />ie IRRIGATION EASEMENT <br />RE: PLAT <br />PROPOSED SANITARY <br />SERVICE CONNECTION. <br />SZE TO BE CONFIRMED <br />W/ CONSTRUCTION <br />DOCUMENTS <br />IRONTON DISTILLERY PLANNED UNIT DEVELOPMENT <br />LOT 1 EMPIRE ROAD SUBDIVISION <br />LOCATED IN THE SW 1/4 OF SEC. 9, T IS, R 69W, OF THE 6 TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />ABBREVIATIONS <br />AC <br />CONC <br />ESMT <br />E.U.E. <br />EV <br />EV-R <br />EV-C <br />EX <br />LP <br />LB <br />NGVD <br />ROW <br />SHT <br />STD <br />TYP <br />ACRE <br />CONCRETE <br />EASEMENT <br />EXCLUSIVE UTILITY EASEMENT <br />ELECTRIC VEHICLE CHARGING <br />STATION <br />ELECTRIC VEHICLE CHARGING <br />STATION READY <br />ELECTRIC VEHICLE CHARGING <br />STATION CAPABLE <br />EXISTING <br />LIGHT POLE <br />LIGHT BOLLARD <br />NATIONAL GEODETIC <br />VERTICAL DATUM <br />RIGHT-OF-WAY <br />SHEET <br />STANDARD <br />TYPICAL <br />HARNEY—LASTOKA <br />OPEN SPACE <br />—PROPOSED BUILDING <br />(RELOCATED STRUCTURE) <br />TOTAL FLOOR AREA = 902 SF <br />FFE=5320.1 POND OUTLET <br />CONTROL STRUCTURE <br />OLD C. & S. RAILROAD RIGHT—OF—WAY <br />(90' ROW) <br />1501 EMPIRE ROAD <br />OWNER: CITY OF LOUISVILLE <br />ZONING: INDUSTRIAL <br />PROPOSED CHILLER <br />UNIT <br />ZONING: Industrial (I) <br />LOT 1 EMPIRE ROAD <br />SUBDIVISION <br />115,775 SO. FT <br />2.66 ACRES <br />DETENTION <br />POND A <br />I j <br />10 UTiL�° AN•f TRAIL EASEMENT 8' TRAIL 1 <br />7 <br />ENT <br />EX 1RACC <br />(10' R <br />�1' GRAVEL SHOULDER <br />2' ASPHALT WIDENING FOR <br />14' FROM CENTERUNE TO <br />ASPHALT EDGE <br />DOMESTIC WATER <br />SERVICE <br />NOTE: CURB STOP <br />SHALL BE LOCATED <br />IN R.O.W. <br />PROPOSED 29"X45" HERCP STORM PIPE. FIRE HYDRANT LATERAL <br />FINAL ALIGNMENT TO BE COORDINATED (PUBLIC) <br />WITH CITY STAFF & PROPOSED STATE <br />HWY 42 IMPROVEMENTS PROJECT <br />DURING CONSTRUCTION DOCUMENT <br />PHASE. <br />w <br />1„ <br />EX. ROW <br />EX SIGN <br />MA YOFFER FARM <br />OPEN SPACE <br />TRAIL EASEMENT <br />(WIDTH VARIES) <br />— <br />SANITARY SEWER SERVICE <br />CONNECTION TO MAIN, <br />PROVIDE MANHOLE AS <br />REQUIRED BY CITY. DETAILS <br />TO BE PROVIDED AT <br />CONSTRUCTION DOCUMENT <br />PHASE. <br />EXISTING SANITARY SERVICE NOTE: <br />LOCATION OF EXISTING SERVICE, SIZE, <br />AND CONDITION TO BE CONFIRMED AT <br />TIME OF CONSTRUCTION DOCUMENTS. <br />EXISTING SERVICE TO BE REUSED IF <br />POSSIBLE, OTHERWISE IT SHALL BE <br />ABANDONED IN ACCORDANCE WITH <br />CITY STANDARDS. <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL Age. <br />FOR ACCESS. 5 <br />TRAIL ALIGNMENT <br />SHIFTS NORTH TO <br />AVOID EX. TREES <br />• <br />EX PROPERTY LINE <br />0 <br />PI <br />— <br />PIPE EX. IRRIGATION <br />LATERAL PER <br />AGREEMENT WITH <br />LATERAL OWNER <br />6' CONC. WAU( <br />PROPOSED SANITARY <br />SERVICE CONNECTION. <br />SZE TO BE CONFIRMED <br />W/ CONSTRUCTION <br />DOCUMENTS <br />PERMEABLE PAVER <br />PARKING AREA (TYP.) <br />PERMEABLE PAVER <br />PARKING AREA <br />UNDERDRAIN YAM <br />CLEAN -OUTS, TYP. <br />GREASE TRAP <br />(SIZE, 150) <br />PROVIDE SLEEVES <br />FOR UTIUTY SERVICE <br />CROSSINGS BELOW <br />PERMEABLE PAVERS <br />A4.kt. D.L. <br />75.0, �`-. 12'e <br />75' D.L./� -7,71`` 12 D.L. <br />_ a� <br />EX. EDGE OF\IV EX. SIGN ... y <br />-� W WREALIGNED ROA <br />ASPHALT EMPIRE ROAD TO BE RESET SIDE DITCH FLOWUNE <br />COUNTY ROAD NO.64 <br />(50' ROW) <br />EX 8" DIP WATER LINE <br />ON —SITE BENCHMARK I <br />NO. 5 REBAR <br />ELEV=5315.71 <br />w <br />0' <br />Li I <br />O EX SANITARY SEWER MH <br />R/M=5310.76 <br />/NV IN (SW)=5302.49 <br />/NV OUT (N£)=5302.54 <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL <br />FOR ACCESS. <br />55 <br />- 8' TRAIL <br />3 3 72'0 10 0 <br />12' D.L. 10' D.L. <br />EX 12" PVC RECLA/MED WA TER LINE <br />SS <br />EX EDGE OF <br />ASPHALT <br />111. i// /1/• <br />w <br />W— — <br />ABANDON EX. WATER <br />SERVICES PER CITY OF <br />LOUISVILLE REQUIREMENTS <br />IRRIGATION <br />SERVICE <br />NOTE: CURB <br />STOP SHALL BE <br />LOCATED IN <br />R.O.W. <br />SS <br />55 <br />L <br />SnitasThe <br />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />SS j, PP �F <br />1 ---- VC <br />5s s'�' RLIL <br />SIJ� � ESMi <br />c1XGLU Phi � 17LI�T <br />\115iIII 0va,"' �iSrEX. BLDG <br />1 <br />\ <br />EX BLDG <br />DETENTION <br />POND B <br />w REALIGNED ROAD EA X 12 PVC RECLAIMED WA7R LINE <br />SIDE DITCH FLOWLINE <br />i <br />30 20 10 0 <br />DAJDESIGN <br />922A MAIN STREET <br />LOUISVILLE, CO 80027 <br />P. 303.527.1100 <br />INFO@DAJDESIGN.COM <br />30 <br />SCALE: 1 "=30' <br />LOT 2 EMPIRE ROAD SUBD/V'S/ON <br />1391 EMPIRE ROAD <br />OWNER: EMPIRE STORAGE OF <br />LOU/SI4LLE <br />ZONING. INDUSTRIAL <br />EX BLDG <br />29"x45" HERCP <br />DRIVEWAY CULVERT <br />• I <br />PRIVATE FIRE <br />SERVICE LINE <br />PRIVATE FIRE HYDRANT LATERAL <br />(SEE WATER UTILITY NOTE 9) <br />DOMESTIC <br />WATER SERVICE <br />NOTE: CURB <br />STOP SHALL BE <br />LOCATED IN <br />R.O.W. <br />UTILITY CONNECTION PLAN <br />SCALE: 1" = 30' <br />EX BLDG <br />X. 29"x45" <br />CF CULVERT <br />40. kg <br />EX 8' U17L/TY <br />ESMT <br />60 <br />EX 25' DRAINAGE <br />ESMT <br />SHEET: 3 OF 15 <br />DATE: 04 AUGUST 2023 <br />