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HomeMy WebLinkAboutSDP201700046 Plan - Submittal (First) Initial Site Plan 2017-07-31INITIAL 51TE PLAN fOR , UIL Orel MV" IN, h - - - _-- ---- SANITARY EASEMENT GAS LINE EASEMENT GRADING EASEMENT SeN9 DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT -e ACCESS EASEMENT - STORM DRAINAGE EASEMENT TREE LINE _..._.r._._,... _..._. FENCE STREAM LEGEND EXIST NEW DESCRIPTION "'Y ; x 12 TC TOP OF CURB ELEVATION 1'Y, x 125 SPOT ELEVATION COMBINATION 6" CURB & GUTTER X 125 TW TOP OF WALL ELEVATION % x 125Bw BOTTOM OF WALL ELEVATION 18.1% CONCRETE PAVEMENT / SIDEWALK BENCHMARK _- Open Space STORM SEWER III RD ROOF DRAIN = - SEWER LINE _...... _.._.•.•-z••=-.,.. w WATER LINE GRASS GAS GAS LINE _.,--• ,: - -- OHE- OVERHEAD ELECTRIC WIRE EC -3 MATTING UGE UNDERGROUND ELECTRIC - - t t ------• OHT - OVERHEAD TELEPHONE LINE -• figf-•-•---- UGT UNDERGROUND TELEPHONE LINE I- DRAIN INLET (DI) ® STORM/SANITARY MANHOLE /F -N C PLUG ® WATER VALVE & BOX a FIRE HYDRANT i ®" WATER METER LIGHT POLE +� UTILITY POLE �- DRAINAGE DIRECTION PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE o BUILDING SETBACK ___x PARKING SETBACK - - _-- ---- SANITARY EASEMENT GAS LINE EASEMENT GRADING EASEMENT SeN9 DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT -e ACCESS EASEMENT - STORM DRAINAGE EASEMENT TREE LINE _..._.r._._,... _..._. FENCE STREAM NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TAX MAP 03200-00-00-041 D5 RIO D15TRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"-1,00a, IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX CI - COV ER 5i lffT C2 - EXI5TI NG CON DITI ON5 C3 - 5ITf DEVELOPMENT PLAN C4 - UTILITY PLAN * GKADI NG PLAN C5 - LAN D5CAFI NG PLAN CG - LIGHTING FLAN PROPOSED USE Hotel OWNER / DEVELOPER HTC Hotel LLC 8901 Brook Road Glen Allen, VA 23060 ZONING PD -MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development PARCEL NOTE This Parcel Lies in the Entrance Corridor (EC) and Airport Impact (AI) Overlay District. SOURCE OF TITLE D.B. 2904, PG, 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on January 12, 2017. Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015. Survey Updated by Roger Ray and Associates on February 4, 2016 and January 12, 2017. Benchmark and Datum: NAVD88, Site Benchmark: Sanitary Manhole Top at Northeastern Corner of Parcel Elev = 549.35' EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property does not lie in a Zone AE 100 -year flood plain. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion (control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County, Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS.. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL (WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). NOTE: 1. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERV/ICE AUTHORITY. i CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL BUILDING OFFICIAL STEEP SLOPES Managed slopes on this site are shown on Sheet C3. BUILDING HEIGHT Maximum Height: 65 Feet SETBACKS As Per PD -MC Code of Development PARKING SCHEDULE Required: 1 Space per Hotel Room 86 Rooms x 1 Space/Room = 86 Spaces Total Required Parking: 86 Spaces (Including 4 HC Spaces) Total Spaces Provided: 81 Spaces (4 HC Spaces) FIRE CODE REQUIREMENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location IMPERVIOUS AREA SCHEDULE EXISTING - 12 - INTERVAL CONTOUR - - oo - INDEX CONTOUR fir,_ s CG -2 STANDARD 6" CURB a--5 CG -6 COMBINATION 6" CURB & GUTTER PROPOSED Area % .W_ .........:...... 15,560 SF 18.1% CONCRETE PAVEMENT / SIDEWALK nliOeS 49.6% Open Space RIPRAP III Total= 85,780 SF (1.97 ac.) Total Impervious Area XXXXX XXXXX ASPHALT D GRASS EC -2 MATTING EC -3 MATTING WETLAND io io PARKING COUNT CROSSWALK } f;; HANDICAP ACCESSIBLE AISLE <2 /F -N CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TAX MAP 03200-00-00-041 D5 RIO D15TRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"-1,00a, IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX CI - COV ER 5i lffT C2 - EXI5TI NG CON DITI ON5 C3 - 5ITf DEVELOPMENT PLAN C4 - UTILITY PLAN * GKADI NG PLAN C5 - LAN D5CAFI NG PLAN CG - LIGHTING FLAN PROPOSED USE Hotel OWNER / DEVELOPER HTC Hotel LLC 8901 Brook Road Glen Allen, VA 23060 ZONING PD -MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development PARCEL NOTE This Parcel Lies in the Entrance Corridor (EC) and Airport Impact (AI) Overlay District. SOURCE OF TITLE D.B. 2904, PG, 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Field Survey by Roger Ray and Associates on January 12, 2017. Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015. Survey Updated by Roger Ray and Associates on February 4, 2016 and January 12, 2017. Benchmark and Datum: NAVD88, Site Benchmark: Sanitary Manhole Top at Northeastern Corner of Parcel Elev = 549.35' EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property does not lie in a Zone AE 100 -year flood plain. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion (control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County, Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS.. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL (WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). NOTE: 1. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERV/ICE AUTHORITY. i CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL BUILDING OFFICIAL STEEP SLOPES Managed slopes on this site are shown on Sheet C3. BUILDING HEIGHT Maximum Height: 65 Feet SETBACKS As Per PD -MC Code of Development PARKING SCHEDULE Required: 1 Space per Hotel Room 86 Rooms x 1 Space/Room = 86 Spaces Total Required Parking: 86 Spaces (Including 4 HC Spaces) Total Spaces Provided: 81 Spaces (4 HC Spaces) FIRE CODE REQUIREMENT Knox Box Required, Contact Albemarle County Fire Marshal Office For Location IMPERVIOUS AREA SCHEDULE EXISTING Area % Impervious 21,894 SF 25.6% Open space 63,886 SF 74.4% Total= 85,780 SF (1.97 ac.) PROPOSED Area % New Building 15,560 SF 18.1% New Road/Sidewalk 42,580 SF 49.6% Open Space 27,640 SF 32.2% Total= 85,780 SF (1.97 ac.) Total Impervious Area = 58,140 SF (67.8%1 MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. DATE o0 �0 W Lo U w �Z � N N W j Z_ U v Z v W w, a_ Z � Z z N �y 0 �` rl W e W k I- J V i Z >W 0 W ff Q o 0 o� ALTH of U JUSTHIMP Li . 45183 Of o AM PM Use Description ITE Qty in out Total in out Total Hotel 310 186 rooms 27 23 50 30 22 52 Total 27 11 50 30 22 52 MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. DATE o0 �0 W Lo U w �Z � N N W j Z_ U v Z v W w, a_ Z � Z z N �y 0 �` rl W e W k I- J V i Z >W 0 W ff Q o 0 o� ALTH of U JUSTHIMP Li . 45183 Of o Z Z C� A 1% ftk"qZK-41 Date 07/31 /17 II ' 'Scale Sheet No. C1 OF 6 File No. 16.052 M N V) tD ---- — — — — — — — — — — — — --560-- Y, S N!I TA R -Q 58- ANH,`-) t vul, T(') P;= 5, 2 7 1 p r�-�q V= CD C K T — — — — — — C3 SJ_ ('T i L D I'll, C3 JA 0 _56- 7- ARGE "ARN! '4 DBL F 9� 8-0 x Q1 A-') AN "'N" 54 n X i n A -52 C� 11 VER T Al 221-` 'HOPE ;L i I __ I �_A R Y C %2 <�A[411`, MAPI MI -1H LE 4*,'_ g?"," !NIV, OUT=54,1�3`� - ------------- 5 Q��=5 4-9.35 Y 4 K! 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AIFAA/ FI -J A Vp A �N ALK 0000000000 -1EW 5 SIDEW, "T kk M c,/ N'r4i 23.3...50 x ' (ONC�ET A V -y N Z INN AND A ROTOTYPE I : SUITES P b COMFORT I no r -d' t', C�- d -N17W J�, 'N 3. STORIES. NOPOOL L 0NCRUE 0C k -4-,4M Nr -s S 2 4� A R, 86 ROOMS 1ARCASE W'd .560 SF/FLOOR F- 1 ' 5 16- t ,N E W 5 61DEWALK 'A A'NT �MlEw WA CRI LK� is (Tl J 1 A., �4- 1j, 1-4-A U"J JH V4, + 'N7 T, u-, ti --v 4 REGIONAL STORMWATER � MANAGEMENT POND 0 M AV 4 r T y. 4— ic 20 0 20 40 60 — 0 m N m Scale: W Z 0 N 0 0) W U) Lj U) 5; U) Z_ w F- 0 W —i fy 0 1: pLTH 0g, U JUSTIimp > Lei., 45l83) 0 LUL z LU < z Date 7/31/17 Scale I "= 20' Sheet No. C3 OF 6 File No. 16.052 k� e i0 20 40 6 _0 k `I'll 3q flPi PROPOSED LANDSCAPE SCHEDULE Plant Planting Type Botanical Name Common Name Min. Cal.�/Heig Quantit Canop Total Plan Symbol Flowering ornamental Tree interspersed Interior Roads: SP Condition 6e: y y SF SCanoF Reference (2,5" Cal.) — 25' O.C. to align walkways Parking Area: Large Shade Trees (2.5" Call.) — 40' O.C. to align y • Large Deciduous Tree Quercus phellos Willow Oak 2.5" 6 419 2514 Large Deciduous Tree Ulmus parvifolia 'Atlee' Allee Elm 3.5" 9 366 3294 Ornamental Tree Cercis reniform is 'Oklahoma' Oklahoma RedBud 6'-7' 10 77 770 OBroadleaved Evergreen Shrub Ilex x meserveae "Blue Blue Princess Holly 24 Ht. 9 23 207 s3' Princess" Broadleaved Evergreen Viburnum pragense "Decker” Prague Viburnum 24„ Ht. 20 44 880 Shrub a's �� Deciduous Shrub Itea virginica 'Henry's Virginia Sweets ire g P 24" Ht. 0 10 0 Garnet' Broadleaved Evergreen Ilexlabra "Ni ro" g g Nigra" Inkberry 24' Ht, 11 23 253 SDP2003-81 Shrub Holly Evergreen Shrub Abelia x randiflora "Compacta" Compact Glossy 24" Ht. 41 14 574 //I 1\0 Compacta" Abelia 0 Perennial Lavandula x 'grosso Lavender 24-30" Ht. 109 intermedia Perennial Pennisetum alopescuriodes Fountain Grass 3—gal 33 -�: Perennial Liriope muscari 'Spicata' Creeping Lilyturf 1—gal 200 TOTAL 8492 SF: Note: 1. Includes all plants to be provided by this plan. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All new planting shown on the plan will be completed with the hotel project. LANDSCAPING REQUIRED: Street Trees: Large Shade Trees (3.5" Cal.) — at 35' O.C. 241' of Street Frontage = 7 Trees Flowering ornamental Tree interspersed Interior Roads: SP Condition 6e: — 40' 0.0, as shown on Concept Plan Pedestrian Ways: Medium Trees (2,5" Cal.) — 25' O.C. to align walkways Parking Area: Large Shade Trees (2.5" Call.) — 40' O.C. to align perimeter Large Shade Trees (2.5" Cal.) — 1 per 10 display spaces 81 Display Spaces = 8 Trees Screening Shrubs (30-36") — as necessary to minimize appearance of parking Site Requirement: 10% canopy required. Site area 85,811 SF ;x 10% = 8,581 SF LANDSCAPING PROVIDED: Interior Roads: 8 Large Shade Trees provided as shown and 2 Flowering Ornamental Trees Pedestrian Ways: 2 Large Shade Trees and 2 Flowering Ornamental Trees along pedestrian walk Parking Area: 13 Large Shade Trees and 9 Flowering Ornamental Trees interspersed around parking lot Screening: Evergreen shrubs provided as buffer between Bojangles Existing Canopy: Pin Oak — Green Pillar was planted on the adjacent drive during the Bojangles construction. Canopy: Provided 8,492 SF + Existing 3,420 SF = 11,912 SF T1W NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. SET TRUNK PLUMB PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-1 /2 " SQ. OAK SET 180 DEGREES APART SEE ( SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST FINISHED GRADE OF, A5 SHOWN. ADJUST SPACING A5 NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE APPLY 2" OF MULCH AFTER THAN I " ABOVE FINISHED GRADE PLANTING AND WATER THOROUGHLY MULCH 2" DEEP IMMEDIATELY AFTER �4�464 d �4 4 REMOVE BURLAP FROM 4" COMPACTED EARTH PLANTING AND WATER TOP 1/3 Of ROOTBALL WATERING BERM THOROUGHLY. 4 3" TALL WATERING EXISTING GRADE PLANTING PIT. o BERM PREPARED SOIL FOR SHRUBS �o D SOIL SURFACE ROUGHENED TO BIND NEW SOIL . . i ML 1 111111 � Not To Scale FINISHED GRADE n UA Q PLANTING PIT. 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I + 0- q0 ...._,------_-a_,..- + + a 00 q0 Y. -----a_-.- + + R + + JO q QO OQ � + sZ .„ + + + ... 00 4.q 4Q ,C -� GREENBRIAR PSMH -Pulse Start Metal Halide 1 GBWS-FT- 9000 1 A-� 11I3 277 ,I 1 � E INDUSTRI S LED .Area Luminaire '• ,% ThIoW 0.1 100 MH F.ies 0 +.�4.� ' ---1- 0.2 0.4 0. +42I� 0 6 .6 .9 1.8 4.6 7.6 7.1 3. 1. 0 6 .4 .3 . 0:2 0..1. 0 '. o� SCwA _-__ _. __ .- . _ ..- <-._,.-.- . --._ _. ..:Q-:0 ...:_ -_0- . 1- 0.0 0.0 0 0.8 a d . 3.3. a 00 2.0 N 1.2 0.8 0.5 0. 0. 02 p-"F'� `TJ` {"Type 4 a : CiAlm Cold Wea her Battery Back ip12 +. 1 0.0 0.3 0,4 0. + 0. 26 0.1 F- Flat GiBar UE-Urnfersal 41 8„E 2. ,:i 1 0.1 - 0.1 0,2 0.4 0.7 0. _I.� _-+._I3I 0. \��,,1 0,3 O.2 O. " ';. b' :`hA 0.0 0.0 `--:0.0 4.0 4.0 0,Q 0.4 0.4 0.0 0.0 + + 4.0 4.0 4.0 QA . _ ,' - ''. .. tit oompty wM E15A. - La's Halogen Lamp I J N ,� :,. GFI-3 - Compact Fluorescenf F PRECISION MOLD_D 347 t ENIR2 Two Emergency l2V Omit Prr 3ions .3 KT%nB Turin lnquiititig bar ,4 with f21'+5W,VattHalogpn Lamrs 1st ACRYLIC TYPE II Consult Factory ,1 fi+ao Em rig nny t2V rlrt,uit Prosion LENS International Voltages -Letts Hal N- cn Lamp; ld . finls6, :::. ". 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'I �-I 0:._,I �p1 , ,- : � ,. � '.. .� i.,I �� - � I _ , I, l-1t- Symbol + 0.6 + 0.8 + 0.8 + I+ + 0.4 0.7 +I 11,3 + 2.9 + + 5.1 6,4 + 5.5 + + + + + 3.4 2.3 2.2 2.6 2.5 + 2.3 + 2.2 + + + + 1.4 0.9 0.7 0.8 + + + 1.3 2.2 4.5 + + 6.0 5.7 3.9 ' # 1,7> + + 0 g 0.4 208' Lamps Bird- Je n rant �oikes Lamp Factor ELECTRICAL - Ballast; High pressure sodiurn, 70-1 SOW is high reactance, high power Factor, Constant TSM , yp r J 10,4 I I. Lithonia KAD 400M Area Luminaire, 40OW ONE 400 1 KAD-400M_ 38000 1 456 METAL HALIDE:70-400bV 2. A+ Certified Solutions for ROAM require the order HIGH PRESSURE SODIUM: 70-40OW ,1; SR4SC (PULSE MH, High Performance WATT CLEAR } 0.3 + 0,4 + 0.4 + I�� + 0.3 r� + 2.9 + + 6.1 8.4 + 6.1 + + + + + 3.4 2.3 2,7 4.7 5.9 + 5.5 + 3.9 + + + + 1.9 1.1 0.7 0.7 + + + 1.0 1.9 4.7 + + 7.6 7.5 4.4 + 1 6 + + 0. ' ' - �P 2- A (fro,or0180moui¢ulgl.unlo3uralionsrnloll Reflector, Full Cutoff START METAL L --------_J es habil - Metallic p €SttlEa'ia#train , tXolka Ulias# riirr adaptor' MEETS THE _ Metal halide 4 Ceramic RPUMBA Round pale Iiiohaerformance 120 0.2 0.2 0.1 0.1 0.1 4.3 +.L0.-.8 2.3 a 8. +48 .7 .7 2.3 4.5 6.2 5.8 3. 1. +09 .6 .5 0,6 1.1 3.4 6.7 a 7 0 111 ,3:, 11 , POSITION J1 Ctal°9 Number t sodium' halide asymmetric' SR2 IES type It 0 Cwl 1 LSI -� GREENBRIAR PSMH -Pulse Start Metal Halide 1 GBWS-FT- 9000 1 A-� 11I3 277 ,I 1 � E INDUSTRI S LED .Area Luminaire '• ,% ThIoW 0.1 100 MH F.ies 0 +.�4.� ' ---1- 0.2 0.4 0. +42I� 0 6 .6 .9 1.8 4.6 7.6 7.1 3. 1. 0 6 .4 .3 0.3 0.5 0.3 0.4 .3 0:2 0..1. 0 '. o� SCwA [1� 1,' ..•• -` .:� ` ,­i� � I, 1 �, . 1- s0, 40i1'rJait + + + + -5 + + + + + ® + + 't s + I + ` ' + + + +'+ : p-"F'� `TJ` {"Type 4 a : CiAlm Cold Wea her Battery Back ip12 +. 1 0.0 `; $' 0: + + + 0.0 + 26 CFL- Compact Fluorescent F- Flat GiBar UE-Urnfersal 41 8„E 2. ,:i 1 W811 Decorative wall bracket" - _ l OPERATED AT Electronic iRiE.f`tOIY re _ __-_- _ , _ , _, ... 4 ".—: '�I­:. ,. �7 �O"",-q .0. +1 . II I." -��� I -"":.,. 1,,�.i+I, �1. . . i, I I . �, .1 - �10 I1,II .. � ­�:I,�, ,.II. ;, ..I,. ,.-, 11�I� 1, 1�. _ ,Ii: . II- i:-�� �r-: _,) �I , � , ­�� .� ,6.6t0.0 11, � _,*1I 700mA AND . _. , � 1. : 57 . _ ,' - ''. .. tit oompty wM E15A. - La's Halogen Lamp I J ,� :,. i All configurations of this lurninaire meet the Acuity ,...o-. • . ; .,:.. , - .. -- ar. - �`€ --_------ Brands231/2' specification for chromatic consistency Length. „_ i �- L -) p Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage '4.i co) _-__ W ...---. __.._. {- 37 lbs • This luminaire is part of an A+ Certified solution for (Max): er Number TIM type 14' 208' Lamps Bird- Je n rant �oikes Lamp Factor ELECTRICAL - Ballast; High pressure sodiurn, 70-1 SOW is high reactance, high power Factor, Constant TSM , yp r J control options marked by a shat' bakgro,unc' 6 Lithonia KAD 400M Area Luminaire, 40OW ONE 400 1 KAD-400M_ 38000 1 456 METAL HALIDE:70-400bV 2. A+ Certified Solutions for ROAM require the order HIGH PRESSURE SODIUM: 70-40OW Lighting SR4SC (PULSE MH, High Performance WATT CLEAR Link to Roam; Link to DTL DLL SR4SC_(PUL throw 347 Shipped Separately' - ° Nate: Specificat€anssufijectta changewitllout notice. Ef All dimensions are inches (centimeters) 4 17,1)2 cD .,a, unlessothervrisespecified. i¢1Qv)'''- (44.5} Ic,, ,cn�xi..�u..-'"Vveightas-cnofigmedinexamplebelov,. START) SR4SC Sharp Cutoff, ED28 PULSE', -- SE_START}.i KAD ingle26,32,42',42tt TernperBdGlass Elacironlc' A (fro,or0180moui¢ulgl.unlo3uralionsrnloll Reflector, Full Cutoff START METAL M€a to es habil - Metallic p €SttlEa'ia#train , tXolka Ulias# riirr adaptor' MEETS THE HALIDE IN Metal halide Ngh Ceramic RPUMBA Round pale Iiiohaerformance 120 (blank) Magnetic Ships in fixture cartort ArmlenQtll GFL- CompactFbuoresrent 'NIGHTTIME HORIZONTAL reflectors" 70M'4 25OM5 ore�ssure mounting ballast SPD Square pole 04 4"arm FRIENDLY` CRITERIA POSITION adaptor' sodium' halide asymmetric' SR2 IES type It 0 Cwl 1 LSI GBWS-FT-100- GREENBRIAR PSMH -Pulse Start Metal Halide 1 GBWS-FT- 9000 1 129 277 Ternpera,i Glass Wattage E INDUSTRI S MH -F ThIoW 1 100 MH F.ies 100rH6' asymmetric' €4 lEStypelV (sr dfyi:nish) 47 u1�5tisolated„ ast )_ 1 Lithonia CSX 1 LED 60C CONTOUR SERIES LED 1 156dNc 15686 1 134 o� SCwA C� Sii s •ra Lighting 700 50k T2M LED AREA s0, 40i1'rJait R55 fESryVsquare farward TB9 (217arate,120d circuits Hit) only} 1t pulse -start DAD12P Degree arm (pole) ) MVOLT LUMINAIRE WITH 60 4005 BB - CFLBaltpN Ha#F pr 1' throw aM 23050H1, CiAlm Cold Wea her Battery Back ip12 ballast DRD12W6 Degree arm (vali) 5000K LEDS 26 CFL- Compact Fluorescent F- Flat GiBar UE-Urnfersal NOTF;Forshipn;entstob5- W811 Decorative wall bracket" 32 S n9le 57; 70 Watt OPERATED AT Electronic 35 Watt Halugell Lamp 13 temones,SClVArnusthe KMA Mast arm external fitter FPC - Flattlear (1 a27PJ5N6UFh) EilARiLL- One .Emery,lP,1^12t ChrudPrcuision 700mA AND 57 Double 57, 10W'rlatt Polyorboriatq 4:5 spedfled tit oompty wM E15A. - La's Halogen Lamp I 7 n GFI-3 - Compact Fluorescenf F PRECISION MOLD_D 347 t ENIR2 Two Emergency l2V Omit Prr 3ions KT%nB Turin lnquiititig bar with f21'+5W,VattHalogpn Lamrs 1st ACRYLIC TYPE II Consult Factory forEMR2LL fi+ao Em rig nny t2V rlrt,uit Prosion LENS International Voltages -Letts Hal N- cn Lamp; ld jffrrans lie: STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area 4- 1.1 fc 8.9 fc 0.0 fc N / A N / A NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base. 2. All wall mounted fixtures shall be mounted at a height of 12'. 3. The canopy light for the ordering board shall be mounted at a height of 10'. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 5. New free-standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. ---__- _'_...-.... - - --_ --_ , -,-----__-_-, _ .-._____--__-___-- . ,. fY ._�. - .-_. _. _.__.._...... __....... _._ __...-...----... 111, �" y TAT.,.. , IF EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD ,: i. t.. CSX ILED (s . rr,,, _ • This luminaire is A+ Certified when ordered with DTLe Width: -- Controls marked by a sElded ba krtaurtcj. DTL DLL Shipped included aa.s:,,,; H equipped luminaires meet the A+ specification for Height: B T/a„ luminaire to photocontrol interoperabilityl Weight '4.i co) _-__ W ...---. __.._. {- 37 lbs • This luminaire is part of an A+ Certified solution for (Max): o6.3;.y,) ROAM 12 or XPointTM Wireless control networks, TIM type 14' 208' providing out-of-the-box control compatibility with Bird- Je n rant �oikes cutoff). High-perfarmance reflectors attach with tool-lessfi stenersand are rotatable and interchangeable. simple commissioning, when ordered with drivers and ELECTRICAL - Ballast; High pressure sodiurn, 70-1 SOW is high reactance, high power Factor, Constant TSM , yp r J control options marked by a shat' bakgro,unc' P Round pole RA p is standard with pulse -start Ignitor technology, "SCwA" fiat required. Canstant',vattage au offarmer ­,�s.Or� --- -,tat r n a s To learn more about A+, for 175-4001N, Super CwA, (pulse start ballast), 88% efficient and EISA legislation compliant, is required - l _ n ? 'Cd277 Bu �n _t. c.fl F tt T � Ph o !P visit --v-vww,acl titvbrands,comlaplus. 2771 €rloun,ti' g 1. See ordering tree for details. s100%factory tested, Specifications METAL HALIDE:70-400bV 2. A+ Certified Solutions for ROAM require the order HIGH PRESSURE SODIUM: 70-40OW above, and 70-4005, with copper alloy, nickelplatedscretivshe!Iandcentercontact.ULlisted1500W,60OV, *Wcicht:35.9lbs(16.28kg) 20` 035' MOUNTUIG of one ROAM node per luminaire. Sold Separately; -'- IP65 rated in accordance vvith standard IEC 529, Link to Roam; Link to DTL DLL ---__- _'_...-.... - - --_ --_ , -,-----__-_-, _ .-._____--__-___-- . ,. fY ._�. - .-_. _. _.__.._...... __....... _._ __...-...----... 111, �" y TAT.,.. , IF EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD ,: i. t.. CSX ILED GOC Gl 700 ,,,„}OrnA, 40K 4000K T2M i7pell MVOLT I Shipped included S,ngl fu e ( 20,1 7. 31M ' EE's 1000 i„,Zl 7,»A aK An 5 a kT3M -9ce III 120 SPA Square ),Ie. BL50 Bi -level svrltehed dia,rm•Ig, rums a 50'?