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Boulder County, CO <br />04057062 <br />Page 4 of 15 <br />MST 1/4 GVR SEC. 9, TiS, RBBW <br />NO 6 REBAR aMTH J-1/4` ALUMINUM <br />CAP IN RANGE BOX <br />W 1/4 COP..SEC. 9. <br />TT$ R68W <br />I <br />TIE INTO <br />EXISTING. <br />0` <br />melyb. <br />4 � <br />LEGEND <br />PROPERTY BOUNDARY. <br />ADJACENT LOT UNE <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 />I EXISTING TRESS <br />'•,- <br />50; <br />PROPOSED <br />35'R STORM <br />TENSE,. <br />STORM <br />PROPOSED, <br />PARCEL NO. I <br />Ol VER: GYTY OF LOUISVILLE <br />ZONING: INDUSTRIAL <br />IRONTON DISTILLERY PLANNED UNIT DEVELOPMENT <br />LOT 1 EMPIRE ROAD SUBDIVISION <br />LOCATED IN THE SW 1/4 OF SEC. 9, T 1S, R 69W, OF THE 6 TH P,M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />ABBREVIATIONS <br />AC ACRE <br />CONC CONCRETE <br />ESMT EASEMENT <br />E.U.E. EXCLUSIVE UTILITY EASEMENT <br />EV ELECTRIC VEHICLE CHARGING <br />STATION <br />EV-R ELECTRIC VEHICLE CHARGING <br />STATION READY <br />EV-C ELECTRIC VEHICLE CHARGING <br />STATION CAPABLE <br />EX EXISTING <br />LP UGHT POLE <br />LB LIGHT BOLLARD <br />NGVD NATIONAL GEODETIC <br />VERTICAL DATUM <br />ROW RIGHT-OF-WAY <br />SHT SHEET <br />STD STANDARD <br />TYP TYPICAL <br />HARNEY-LASTOKA <br />OPEN SPACE <br />OLD C. & S. RAILROAD RIGHT-OF-WAY <br />(90' ROW) <br />1501 EMPIRE ROAD <br />OWNER: CITY OF LOUISVILLE <br />ZONING: INDUSTRIAL <br />ERIY <br />PIPE EX. IRRIGATION <br />LATERAL <br />PROVIDE FLARED <br />END SECTION & <br />TRASH RACK AT <br />END OF PIPE. <br />- " / <br />tor dip EX 7Y L1 <br />,RcEJ Na u <br />OWNEi?• an -OF LO�UISVILLE1 <br />AHOLE•____I i9.lA <br />BIKE PKG <br />ti <br />EX. .2GN <br />317 <br />PROPOSED <br />TRANSFORMER <br />PROPOSED CHILLER <br />UNIT <br />LOT 1 EMPIRE ROAD <br />SUBDIVISION <br />115,775 SQ. FT <br />2.66 ACRES <br />r <br />EX B' <br />U7LITY <br />Emir <br />l 1 <br />:=� _ .T31;1 <br />• 9'-BF, ,,rinuz _LAW M7. <br />3 <br />POSED BUILDING <br />MATED STRUCTURE) <br />AL FLOOR AREA = 902 SF <br />FFE=5320.1 <br />10' UiIITTY_.A D TRAIL MENT- <br />f <br />_. ._..r _ • <br />ter... ..._...� <br />17 ... - _33fE3 - -- --+531 <br />- - -'S317 — il8"-• <br />- - <br />DETENTION <br />POND A <br />STRUCTURE <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL <br />FOR ACCESS. <br />-r-531 <br />ban <br />8' SOFT SURFACE TRAIL. <br />ANAL TRAIL CONNECTION TO S.H.42 TO <br />BE COORDINATED NITH CITY STAFF AND <br />S.H.42 IMRPOWME NTS PROJECT AS <br />PART OF CONSTRUCTION DOCUMENT <br />PHASE. <br />PROPOSED 29"X45' HERCP STORM PIPE. <br />ANAL ALIGNMENT TO BE COORDINATED <br />WATH CITY STAFF & PROPOSED STATE <br />HWY 42 IMPROVEMENTS PROJECT <br />DURING CONSTRUCTION DOCUMENT <br />PHASE. <br />- <br />.54 <br />— a <br />PIPE EX. IRRIGATION <br />LATERAL <br />5' UTIUTY AND IRRIGATION <br />MAINTENANCE EASEMENT ,. - <br />.,.....� <br />i <br />PIPE EX. IRRIGATION <br />LATERAL <br />TYPE 13 INLET <br />(PRIVATE) <br />ti <br />t —531 _ <br />315.�31 <br />sJtS-- -" - �.r 5314 . �313 . <br />5 -rS--``-'�,531•I r `i 'fir-=-ti� =1 .`.31�- <br />� '- ' -z&531 r � '. _ 5.�1 `ter , -.- - <br />PROPOSED <br />MANHOLE ON <br />IRRIGATION LATERAL <br />FOR ACCESS. <br />5�s <br />1' GRAVEL SHOULDER <br />EX ROW �a <br />EX. SI[.N <br />PROPOSED 2' ASPHALT <br />WIDENING FOR 14' FROM <br />CENTERUNE 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 />0— ft_' - X MAC( IA- <br />4 ROW) EMPIRE ROAD <br />EX. EDGE OIL-1 OUNTY ROAD NO.64 <br />ASPHALT <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 />(50' ROW) <br />IXSIQV <br />TO BE RESET <br />EXISTING DRIVEWAY TO <br />BE REMOVED AND <br />REGRADED FOR <br />DRAINAGE AS SHOWN. <br />-- - - - -- - - ▪ 173 <br />• <br />,J / <br />ON —SITE !MY— <br />L WYMARK <br />NO. 5 REEAR <br />ELEI+"'5.315 71 <br />IIJ <br />29"x45" HERCP . <br />. 14.b4� <br />DRIVEWAY CULVERT �N <br />EX LV( Of 7 29'x45' HERCP <br />011 <br />ASPHALT y DRIVEWAY CULVERT 04 <br />Ara <br />,, E��a� n��1• <br />' I Ei QR�li�i <br />1 ,� lip <br />`, , STORM M <br />(PRIVATE <br />�c <br />Sanitas <br />GRADING NOTES <br />1. <br />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 />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />EX. BLOC <br />TORM M <br />(PRIVATE <br />EX. BLDG <br />STORM kt <br />(PRIVATE) <br />GRAN) <br />(PRIVATE <br />en <br />STORM M <br />(PRIVATE) <br />531� <br />_ A <br />I <br />STORM SEWER NOTE <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 SUBDIVISION <br />1391 EMPIRE ROAD <br />OWNER: EMPIRE STORAGE OF <br />LOUISVILLE <br />RB INLET <br />2 <br />ZONING: INDUSTRIAL <br />EX BLOC <br />B OUTLET <br />STRUCTURE <br />EX. 1RA/L <br />- �LL <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 />ST <br />®0 <br />EX B' UTIrlTY <br />ESIFT <br />fl <br />60 <br />EX lA4A/NA1 <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 />