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Empire Road Lot 1 Ironton Distillery PUD SRU Mylar
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Empire Road Lot 1 Ironton Distillery PUD SRU Mylar
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Entry Properties
Last modified
3/5/2025 2:41:28 PM
Creation date
8/15/2024 11:06:08 AM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2024
Ord/Res - Number
11
Recordation Number
4057062
Subdivision Name
Empire Road
Signed Date
3/5/2024
Property Address Number
1303
Property Address Street Name
Empire
Parcel Identification Number
157509001004
Cross-Reference
PC RES 2023-19
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
8/14/2024
Document Relationships
Planning Commission Resolution 2023-19
(Cross-References)
Path:
\BOARDS COMMISSIONS COMMITTEES RECORDS (20.000)\PLANNING COMMISSION\Planning Commission Resolutions\2020-2029 Planning Commission Resolutions
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FIXT. <br />TYPE <br />NAME <br />AA1 LSI <br />AA2 LSI <br />AA3 LSI <br />BB LIGMAN <br />CC SIGNIFY <br />DD1 SIGNIFY <br />DD2 SIGNIFY <br />DD3 SIGNIFY <br />EE LIGMAN <br />FF AMERICAN LIGHTING <br />GG SIGNIFY <br />HH HUBBLE <br />JJ TROV <br />KK SIGNIFY <br />LL SIGNIFY <br />MANUFACTURER <br />CATALOG NUMBER <br />MRM-LED-I 2L-SI L-3-UNV-30-70CRI-B RZ-IL <br />M RM-LED-I 8L-SI L-5W-UNV-30-70CRI-BRZ <br />MRM-LED-18L-S I L-FT-UNV-30-70CR I-B RZ-I L <br />LBX 5 LB-10851 <br />C4-S-DL-15-930-W-Z10-U-CL-B <br />S5R-9-30K-10-BK <br />S7R-9-30K-10-BK <br />S10R-9-30K-10-BK <br />UTA-31861-20 W-T3-W30-01-120/277V <br />LS2-M-24-48-BK <br />RSS2-A-K5-D-G2 <br />TRP2-24L-30-3K7-2-UNV-BLT <br />L50-E-12-06-30-B L-90-M U LT-25X25 <br />B1-A <br />MUL4-A-S7 <br />NOTE: ALL FIXTURES TO BE FULL CUT-OFF FIXTURES. <br />LUMINAIRE SCHEDULE <br />FINISH LAMP DATA <br />BRONZE LED <br />BRONZE LED <br />BRONZE LED 135 <br />BLACK LED 14 <br />BLACK LED 11.8 <br />BLACK LED 10 <br />BLACK LED 14 <br />BLACK LED <br />BLACK LED <br />BLACK LED <br />BLACK LED <br />BLACK LED 30 <br />BLACK LED 6 <br />BLACK LED 10 <br />BLACK LED 2 <br />LAMP WATTS <br />85 <br />135 <br />24 <br />20 <br />12.5W/FT <br />9.2 <br />MOUNTING METHOD <br />POLE <br />POLE <br />POLE <br />BOLLARD <br />SURFACE <br />SURFACE <br />SURFACE <br />SURFACE <br />SURFACE <br />STRING <br />RECESSED <br />SURFACE <br />SURFACE <br />GROUND <br />GROUND <br />GENERAL LIGHTING PLAN STANDARD NOTES: <br />1. ALL BUILDING MOUNTED FIXTURES FOR SAFETY AND EGRESS. ALL POLE MOUNTED FIXTURES ARE FOR <br />PARKING AREA AND DRIVING ACCESS PATHWAY. <br />2. ALL FIXTURES TO BE CONTROLLED VIA TIMECLOCK. TIMER TO BE SET TO GO OFF AFTER 30MIN CLOSE <br />OF BUSINESS. NORMAL HOURS OF OPERATION FOR SITE ARE AS FOLLOWS: <br />WEDNESDAY: 3-9PM <br />THURSDAY: 12-9PM <br />FRIDAY 12-10PM <br />SATURDAY: 12-10PM <br />SUNDAY: CLOSED <br />3. PROVIDE HOUSE SIDE SHIELD TO POLE MOUNTED FIXTURES ALONG ADJACENT PROPERTIES. <br />4. THE FOLLOWING LIGHTING TYPES ARE PROHIBITED: POLE -MOUNTED LIGHTS AIMED AT A BUILDING'S <br />FACADE AND UNSHIELDED WALL PACKS. <br />AA1, AA2, AA3 - <br />20'-0" AFG <br />MAXIMUM <br />3'-0" <br />1 <br />�. r <br />CONNECT SYSTEM GROUND <br />CONDUCTOR TO GROUNDING <br />LUG INSIDE OF POLE HANDHOLE <br />GRD PER NEC 250-50 <br />POLE BASE COVER <br />GROUND CONDUCTOR <br />TO REBAR IN POLE BASE ---� <br />''1-111i�11 <br />5' AS REQUIRED FOR <br />110 MPH WIND <br />LOADS AND FOR <br />THE LOCAL SOIL CONDITIONS. <br />30" <br />*** (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT <br />STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC <br />TYPE CONDUIT WITH A METAL BUSHING) <br />THE EXACT LOCATIONS OF ALL BASES SHALL BE <br />DETERMINED FROM THE ARCHITECTURAL AND CIVIL <br />DRAWINGS, INCLUDING THE TOP OF THE POLE BASE <br />ELEVATIONS. <br />:III=III=I I �- <br />=1Ti <br />HANDHOLE COVER <br />PVC ENDBELL <br />GROUTED BASE -NON SHRINK <br />ANCHOR BOLTS SUPPLIED w/POLE <br />MIN. <br />PER <br />N.E.0 <br />/ <br />PVC SCH 40 CONDUIT HANDHOLE COVER <br />CONCRETE POLE BASE-3000 PSI <br />• WITH 4#4 VERTICAL REBARS <br />& #2 REBAR TIES © 12" <br />12" MORE IN DIAMETER THAN THE BOLT <br />CIRCLE DIAMETER OF THE POLE AS THE <br />MINIMUM DIAMETER OF THE POLE BASE. <br />TYPICAL POLE BASE DETAIL <br />scale: N.T.S. <br />MTG HEIGHT <br />20'-0" <br />20'-O" <br />20'-0" <br />1'-6" <br />7'-0" <br />9'-0" <br />1 ' - 0 " <br />IRONTON DISTILLERY PLANNED UNIT DEVELOPMENT <br />LOT 1 EMPIRE ROAD SUBDIVISION <br />LOCATED IN THE SW '/ 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 />DESCRIPTION <br />SITE LIGHTING SINGLE HEAD TYPE 3 WITH HOUSE SIDE <br />SHIELD, 3000K, 70CRI <br />SITE LIGHTING SINGLE HEAD TYPE 5, 3000K, 70CRI <br />SITE LIGHTING SINGLE HEAD TYPE FT WITH HOUSE SIDE <br />SHIELD, 3000K, 70CRI <br />WALKWAY BOLLARD <br />ROOF TOP DECK DOWNLIGHT, 3000K <br />5" SURFACE MOUNTED DOWNLIGHT, 3000K <br />7" SURFACE MOUNTED DOWNLIGHT, 3000K <br />10" SURFACE MOUNTED DOWNLIGHT, 3000K <br />WALL MOUNTED CYLINDRICAL DOWNLIGHT, TYPE 3 <br />DISTRIBUTION, 3000K <br />E26 BULB FESTOON LIGHTING <br />POLYCARBONATE STEP LIGHTING <br />VARIES MIDSIZED ARCH WALLPACK TYPE 2 DISTRIBUTION, 3000K <br />16'-0" WALL WASH SURFACE MOUNTED STRIP, 3000K <br />FLOOD LIGHT <br />SERVICE DRIVE PATH LIGHTING <br />/ <br />0 0 • I <br />OF LOVZSvs-LLs / <br />/ <br />/ <br />/ <br />VOLTS <br />UNV <br />UNV <br />UNV <br />UNV <br />UNV <br />120 <br />120 <br />120 <br />120 <br />120 <br />120 <br />UNV <br />MVOLT <br />120 <br />12 <br />/ <br />/ <br />OLD <br />C. <br />Calculation Summary <br />Label <br />OVERALL SITE <br />ROOF TOP DECK <br />PARKING AREA <br />1ASTOKA <br />xAop 5'SPACE <br />/ <br />/ <br />/ <br />/ <br />CalcType <br />Illuminance <br />Illuminance <br />Illuminance <br />0.0 *0.0 0.0 *0.0 0.i 0.i 0. .tf.o <br />*0.0 *0.0 *0.0 *0.1 *0.1 1).2 <br />*0.0 *o.o 1).o 0.1 0.1 `0.2 <br />*0.0 *0.0 *o . o `0.1 *0.1 t <br />o.o o.o o.o 0.0 0.1 tl.i <br />0.o *o.o *o.o o.o *o.o *0.1 <br />0.0 0.o <br />*o.0 0.0 0.0 0.i <br />`0.0 0.o 0.0 0.0 0.o 0.0 <br />o.0 0.0 `0.0 <br />PROPERTY LINE <br />*o.0 0.0 0.0 0.0 0 <br />0.0 <br />.o 5.0 <br />i <br />*0.0 0.0 0.0 0.0 0.0 0.o <br />0.0 `o.o *o.o�O0.o <br />`G <br />0.0 0.0 0.0 `0.0 Oq. 0.0 0 <br />gOAD RSC'x 0.0 *0.0 0.0 0.a O.oDs�*0.o .i3O <br />&S.RAIT'OWl <br />l9 R 0.OD 0.0 t.0 *0 .'0?�>.(� 0.0 <br />pZRE ROA <br />�GJO� 0.0�0 0.0 /0/ <br />C �Y OF L l <br />.0 0.0 0.0 0.0 0.0 <br />0.0 0.o 0.o 0.o 0.o 0.a <br />0.o 0.o 0.o 0.0 0.0 0.o <br />0.o 0.o 0.0 0.o 0.o 0.0 <br />0.0 0.0 0.o 0.o 0.o 0.o <br />o.o 0.0 0.o 0.0 0.o <br />/ 0.0 0.a 0.o o.a <br />0.o 0.o 0.a 0.o 0.o 0.o <br />0.o 0.0 0.0 0.o 0.0 0.0 <br />0.o 0.o 0.o 0.a 0.o 0.0 <br />0.o 0.o 0.o 0.o 0.o 0.o 0.o <br />0.0 0.0 0.o *o.o 0.o o.0 0.a <br />0.0 *o.o *0.0 0.0 0.0 *0.0 <br />*0.o *o.0 *0.o *o.o 0.o 0.o <br />0.o 0.0 0.o 0.o 0.o '.o 0; � 'l.0 0,wb <br />#1 /, <br />0.o *o.o 0.0 0.o o.o ';0.o 0.o X. <br />PROPERTY LINE &v6 <br />0.0 <br />0.o 0.o <br />0.o 0.o 0. <br />o.0 0.0 0.% :_ 0 0.0 0.o 0.o <br />%.a 0.o 0.0 <br />0.a 0.o _ - <br />0. o <br />0.a 0.0 0.0/0 <br />0.o <br />0.a 0.o <br />0.0 0.0 <br />0.0 0.0 0.0- - <br />*o. o <br />.o 5.0 0.0�_ 0 b. <br />0.0 N� <br />Q gp'O. 0 .0 <br />0:0'il0 0,0 5.a-- <br />0.0 0. o „.._a - <br />0 <br />`4.8 *3 . Q,'' *2.3 <br />"0.0 0.o 0.Q_ <br />0.0 0.0 „-0 <br />PHOTOMETRIC PLAN <br />scale: 1"=30'-0" <br />0.0 0.0 <br />0.0 0.0 <br />MAO��.5S A <br />OPEC <br />NORTH <br />Units <br />Fc <br />Fc <br />Fc <br />Avg <br />0.76 <br />5.53 <br />3.01 <br />*o.0 0.o *o.o o.o *o.o 0.o 0.0'\0.0 0.a /0.0 <br />A� <br />*0.0 0.0 *0.0 0.0 0.a 0.0 t 0.0< 0.0 0.0 *0.0 *0.0 <br />/ <br />0.1 *0 . a *0.0 <br />A/ <br />9 ii31\.\ t3.0 \*0.1 *0. 2 *0. 1 *0 . i *0.0 *0.0 <br />\ \ <br />1\ `y*0.1 \ 0. 1 0.2 *0.1 *0.1 *0.0 0.0 <br />D 2 "0. *Q.2 *0.1 *0.1 <br />\\ \ \ <br />\0.5 N2 *0 1 *0.1 *0.0 <br />\ \ <br />\0.4 k i *0.1 <br />Max <br />11.5 <br />11.6 <br />5.0 <br />DAJDESIGN <br />922A MAIN STREET <br />LOUISVILLE, CO 80027 <br />P. 303.527.1100 <br />INFO@DAJDESIGN.COM <br />Min <br />0.0 <br />0.2 <br />1.0 <br />0.0 0.a 0.0- <br />0.0 <br />*o . o <br />0.2 0.1 <br />0.0 0.0 „..o .l.o <br />Avg/Min <br />N.A. <br />27.65 <br />3.01 <br />Max/Min <br />N.A. <br />58.00 <br />5.00 <br />SHEET NOTES <br />ROOF TOP DECK CALCULATIONS ARE CALCULATED AT 16'-0" AFG. <br />CALCULATIONS AT GROUND LEVEL ARE NOT AFFECTED BY ROOF <br />TOP DECK LIGHTING. <br />BUILDING STRING LIGHTING TO BE CONTROLLED VIA TIMECLOCK. <br />TIMER SET TO GO OFF 30MIN AFTER CLOSE OF BUSINESS. SEE <br />GENERAL LIGHTING NOTES FOR HOURS OF OPERATION. <br />ROOF TOP DECK LIGHTING TO BE CONTROLLED VIA TIMECLOCK. <br />TIMER SET TO GO OFF 30MIN AFTER CLOSE OF BUSINESS. SEE <br />GENERAL LIGHTING NOTES FOR HOURS OF OPERATION. <br />*0.0 *o.o *0.0 <br />*0.0 0.0 <br />0.0 0.0 0.0 <br />o.0 *o.o o.o *0.0 <br />0.0 <br />*o.o 0.o *o.o o.o <br />*o.0 0.0 0.o S�BDZv'L-j-01v <br />*o .1 t).1 0.0 0.0 0.0 2 EpRRpROP'D OE <br />� .To 13 91 S: � ORAG�, <br />*o.z d0oi 0.o 0.0 0.o EMpZRVZLZ'E <br />0\05R : ZOU I S <br />�.- 0.0 0.0 0.0 <br />0.0 <br />1-- <br />SHEET NAME: <br />PHOTOMETRIC PLAN <br />�.0 <br />\ \ <br />0.2\ 0\1 1 0.1 0.o *0.o 0.0 <br />\ \ $7 <br />0.` *Q.i Oor 0.i 0.o 0.0 0.o <br />\\ 5, O <br />,�," <br />�.2 0.1O' '{ 0.1 0.a 0.0 <br />'CO <br />\ rC, <br />0.1 0.0 *O.o 0.0 <br />.4 0.2 0.1 <br />0.0 o <br />0.1 *0.o *0.o 0.0 <br />.2 *0.1 *0.o 0.o 0.o 0.0 <br />\PROPERTY LINE <br />k2 0.1 0.0 0.0 0.0 0.o <br />0.2 *o.o 0.o 0.o 0.o 0.o 0.0 <br />0.N *0.a 0.0 0.0 0.0 0.0 0.o <br />o.4k <br />11.a <br />0.o 0.0 0ia 0,0 <br />*0 0.a ( 0 5.0 0.0 <br />o.o 0.0 0.0 0.0 <br />.+,.��^ 0.`s _$.a 0 0 0.o <br />.�' � ��� I 0_a 0.0 0.0 <br />s <br />t � <br />�� v <br />�.►v0 0.0 <br />0. 0 0. 0 0 _a '0. 0 0.0 <br />0.o 0.0 <br />0' 0.0 0.o 0.0 0.0 t a 0 <br />0.0 0.a 0.o- tTO <br />t..o �5.0 <br />JCAA N <br />4100 Wadsworth Blvd. o <br />Wheat Ridge, CO 80033 ai <br />p 303.985.3260 V <br />SHEET 11 OF 15 <br />AUGUST 4, 2023 <br />
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