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WEST 1/4 COR. SEC. 9, T1S, R68W <br />NO. 6 REBAR 1491H 3-1/4" ALUMINUM <br />CAP IN RANGE BOX <br />U <br />SOUTHWEST COR. SE . S, R68W <br />2-1/2" ALUMINUM CAP IN R X <br />TIE INTO <br />EXISTING. <br />U <br />Ui <br />ii <br />L• <br />0 <br />W 1/4 COR. SEC. 9, <br />T1S, R68W <br />I <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: CITY OF LOUISVILLE <br />ZONING': INDUSTRIAL <br />to <br />JEW <br />5319 fry <br />5319 <br />PROPOSED <br />36" STQRM <br />EXTENSIO <br />INV=5.318.09 <br />TIE INTO <br />EXISTING. <br />PROVIDE FLARED <br />END SECTION & <br />TRASH RACK AT <br />END OF PIPE. <br />53/ <br />EX PROPERTY LINE J� <br />PARCEL NO. I/ r i- <br />PIPE EX. IRRIGATION <br />LATERAL <br />OWNER: CITY OF LOUISV/LLEt iy <br />PROPOSED <br />STORM <br />\I-' <br />NAHOLE ,. - : 1 /1 1 1 - ii?✓�C < <br />EX. 8' <br />U17L/TY <br />ESMT <br />EX. SIGN <br />BIKE PKG <br />IRONTON DISTILLERY PLANNED UNIT DEVELOPMENT <br />LOT I EMPIRE ROAD SUBDIVISION <br />LOCATED IN THE SW 1/4 OF SEC. 9, T 1 S, 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 />i OLD C. & S. RAILROAD RIGHT-OF-WAY <br />(90' ROW) <br />1501 EMPIRE ROAD <br />OWNER: CITY OF LOUISVILLE <br />ZONING: INDUSTRIAL <br />LINE <br />PROPER <br />E(• <br />PROPOSED <br />TRANSFORMER <br />PROPOSED CHILLER <br />UNIT <br />6•1LOT 1 EMPIRE ROAD <br />SUBDIVISION <br />—P POSED BUILDING <br />(R OCATED STRUCTURE) <br />T TAL FLOOR AREA = 902 SF <br />FFE=5320.1 <br />10 UTILITY AND TRAIL{SEMENT v�` <br />4ri / t <br />SJt7 .317-x?F�L_-- - _- 5316�—'? u 17- <br />- —• - --- <br />31� _ 53V7 _ <br />�1'"GRAVEL SHOULDER <br />�e <br />115,775 SQ. FT <br />2.66 ACRES <br />DETENTION <br />POND A <br />DETENTION POND A OUTLET <br />STRUCTURE <br />631 <br />8' SOFT SURFACE TRAIL. <br />FINAL TRAIL CONNECTION TO S.H.42 TO <br />BE COORDINATED WITH CITY STAFF AND <br />S.H.42 IMRPOVEMENTS PROJECT AS <br />PART OF CONSTRUCTION DOCUMENT <br />PHASE. <br />PROPOSED 29"X45" HERCP STORM PIPE. <br />FINAL ALIGNMENT TO BE COORDINATED <br />WITH CITY STAFF & PROPOSED STATE <br />HWY 42 IMPROVEMENTS PROJECT <br />DURING CONSTRUCTION DOCUMENT <br />PHASE. <br />EX. <br />EX SIGN <br />SIGN <br />PROPOSED 2' ASPHALT <br />WIDENING FOR 14' FROM <br />CENTERLINE TO ASPHALT <br />EDGE. EXISTING ASPHALT <br />TO BE SAWCUT AND FINAL <br />JOINT/WIDENING DETAILS TO <br />BE COORDINATED WITH CITY <br />STAFF WITH CONSTRUCTION <br />DOCUMENTS. <br />MA YOFFER FARM <br />OPEN SPACE <br />I// <br />PIPE EX. IRRIGATION <br />LATERAL <br />5' UTIUTY AND IRRIGATION <br />MAINTENANCE EASEMENT <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL <br />FOR ACCESS. <br />5313 • ' <br />3317 <br />EX. PROPERTY LA <br />31 <br />PIPE EX. IRRIGATION <br />LATERAL <br />TYPE 13 INLET <br />kPRIVATE) <br />`ih 1\=�- <br />_ __ - _ <br />14.48 +31 =Pam'__-5sta-t- --5314-� r_-- _53 - <br />-F' <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL <br />FOR ACCESS. <br />EX. TRACT dA" <br />(10' ROW) <br />EX. EDGE OF <br />ASPHALT <br />• G31 1 \�,�• <br />r� -- <br />C3- AtL J _531 — 31t --_-�. _. —__,531 <br />EMPIRE ROAD <br />COUNTY ROAD NO.64 <br />(50' ROW) <br />RESTORATION NOTE: <br />THE OWNER SHALL BE <br />RESPONSIBLE FOR RESTORATION <br />AND PERMANENT REVEGETATION <br />OF THE RELOCATED DRAINAGE <br />DITCH IN ACCORDANCE WITH <br />CITY STANDARDS. <br />EX SIGN <br />TO BE RESET <br />EXISTING DRIVEWAY TO <br />BE REMOVED AND <br />REGRADED FOR <br />DRAINAGE AS SHOWN. <br />5311 <br />ON -.SITE 9FN(HMARK <br />NO. 5 REBAR <br />ELEV=531571 <br />29"x45" HERCP <br />DRIVEWAY CULVERT <br />EX. EDGE OF <br />ASPHALT <br />,// <br />GRADING NOTES <br />N 14.b4� <br />N <br />N <br />SnitasThe <br />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />5 0-- 54 N E <br />i 0 0 I�R -- <br />Ex. ANi EX RI <br />29"x45" HERCP <br />DRIVEWAY CULVERT <br />1. ALL SPOT ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER, TOP OF <br />PAVING OR FINISHED GRADE LANDSCAPE AREA UNLESS OTHERWISE NOTED. <br />2. ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND <br />LANDSCAPED AREAS UNLESS OTHERWISE NOTED. <br />3. ADD 5300 TO ALL PROPOSED SPOT ELEVATIONS TO REACH PROJECT VERTICAL <br />DATUM. <br />4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND <br />PROVIDE FOR ADEQUATE DRAINAGE THROUGH THE SITE DURING THE PROCESS <br />OF EXCAVATION, GRADING AND EMBANKMENT. THE GRADE SHALL BE <br />MAINTAINED IN SUCH CONDITION THAT IT IS WELL DRAINED AT ALL TIMES. <br />5. LANDSCAPE SLOPES SHALL BE 2% OR GREATER AND SHALL NOT EXCEED 4:1 <br />(H:V) UNLESS OTHERWISE NOTED ON THESE PLANS AND APPROVED BY THE <br />CITY INSPECTOR/ENGINEER. <br />6. MATCH EXISTING GRADES AT LIMITS OF CONSTRUCTION. <br />1 <br />EX ANi <br />STORM M' <br />(PRIVATE ' <br />` o <br />c <br />.mom <br />FORM M <br />PRIVATE <br />3.91 <br />i <br />531a <br />GRATED C1411B INLET <br />(PRIVATE) <br />~2.85 <br />MAINTENANCE <br />ACCESS <br />_g�1� REWITH TA R1fJG- SAFETY <br />ePt:F — <br />EX BLDG <br />FORM M <br />PRIVATE <br />£X BLDG <br />STORM MH•,, <br />(PRIVATE) • <br />o \ <br />DETENTION <br />POND B,\ <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 />LOT 2 EMPIRE ROAD SUBDIVISION <br />1391 EMPIRE ROAD <br />OWNER: EMPIRE STORAGE OF <br />LOUISVILLE <br />GRATED ' URB INLET <br />(PRIVATE) <br />.31 ,� - "-► <br />---- - 5312 <br />- 631' <br />,n <br />STORM SEWER NOTE <br />ZONING: INDUSTRIAL <br />EX. BLDG <br />'DETENTION PON <br />B OUTLET <br />STRUCTURE <br />\ EX. TRAIL <br />5312 <br />7 <br />1. ALL STORM SEWER WITH THE PROPERTY LINE BOUNDARIES <br />OF LOT 1 EMPIRE ROAD SUBDIVISION SHALL BE PRIVATELY <br />OWNED & MAINTAINED. <br />ACCESSIBLE DESIGN NOTES <br />1. ACCESSIBLE ROUTE TO THE BUILDING SHALL BE NO MORE <br />THAN 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. <br />2. ACCESSIBLE PARKING AND LANDING SHALL BE NO MORE <br />THAN 2% IN ANY DIRECTION. <br />GRADING AND DRAINAGE PLAN <br />SCALE: 1"=30' <br />62) <br />EX. BLDG <br />EX. 8' UALITY <br />ESMT <br />60 <br />EX. 25' DRAINAGE <br />ESMT <br />TIE INTO EXISTING <br />ASPHALT EDGE. <br />PROVIDE TRANSITION <br />TAPER AT MIN. 25:1 IF <br />REQUIRED. <br />SHEET: 4 OF 15 <br />DATE: 04 AUGUST 2023 <br />SW COR. SEC. 9, <br />ITS, R68W <br />