Loading...
HomeMy WebLinkAboutARB201600123 Plan - Other (not approved) 2016-09-26LEGEND EXIST NEW DESCRIPTION i ' -rc X 1 2 TC TOP OF CURB ELEVATION r X 12'- SPOT ELEVATION LIGHT POLE X 125TW TOP OF WALL ELEVATION -- X 25 e W BOTTOM OF WALL ELEVATION a. -• OHE BENCHMARK FINAL SITE DEVELOPMENT PLAN FOR LIVING 13ERKMAR DRIVE PORTION Of TAX MAP 04500-00-00-1 12E30 RIO DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP F. or,_oi nnn, OWNER / DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC - Highway Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 1723 PG 690 (3.13 Acs) - DB 1380 PG 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by: Roger W. Ray & Associates, LLC. Topographic survey provided by: Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All easements and encumbrances may not be shown on this plan. BUILDING HEIGHT FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO280D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Building Supply: 1 Space Per 400 SF 18,082 / 400 = 46 Spaces Required Furniture Store: 1 Space per 400 SF of Retail Area 7,102 SF / 400 = 18 Spaces Required Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required Outdoor Storage, Display and/or Sales: 1 Space per Employee + 1 Space per 500 SF of Floor Area Open To Public. 3 Employees = 3 Spaces Required. No Floor Area Open To Public. Loading Spaces: 1 per 8,000 SF and 1 space per each additional 20,000 SF 8,000 SF = 1 Space Required + 25,276/20,000 = 2 Spaces Required (3 Total Required) Total Number of Spaces Required: 100 Spaces & 3 Loading Spaces Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces (Includes 4 Van Handicap Accessible Space) WATER & SANITARY SERVICES Water will be provided by a new water service line connection to an existing RWSA line along Berkmar Drive. Sanitary will be provided by a new sanitary sewer line that will connect to an existing manhole along Seminole Trail near the adjacent furniture store. Additional detail will be provided with the final site plan submittal. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed initial site plan. LANDSCAPING CANOPY See sheet C5 for proposed landscaping and canopy calculations. STORM SEWER xx - RD - ROOF DRAIN =- SEWER LINE LIGHT POLE - 6••w WATER LINE -- - GAS GAS LINE a. -• OHE OVERHEAD ELECTRIC WIRE UGE - UNDERGROUND ELECTRIC IT - OHT OVERHEAD TELEPHONE LINE -UGT UNDERGROUND TELEPHONE LINE There are managed steep slopes shown within this property. See sheet C2. DRAIN INLET (DI) © STORM/SANITARY MANHOLE (_ C PLUG ®V WATER VALVE & BOX .# FIRE HYDRANT ;A W °' ® WATER METER FINAL SITE DEVELOPMENT PLAN FOR LIVING 13ERKMAR DRIVE PORTION Of TAX MAP 04500-00-00-1 12E30 RIO DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP F. or,_oi nnn, OWNER / DEVELOPER Owner/Developer: B Properties, LC. P.O. Box 7627 Charlottesville, VA 22906 ZONING HC - Highway Commercial AIA - Airport Impact Area EC - Entrance Corridor LEGAL REFERENCE TMP 04500-00-00-112BO - DB 1723 PG 690 (3.13 Acs) - DB 1380 PG 490 & 491 (Plat) BENCHMARK Bench mark is an existing storm sewer manhole within the adjacent building supply pavement area. Elev. = 489.23 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by: Roger W. Ray & Associates, LLC. Topographic survey provided by: Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Survey Conducted On: Feb 19 & 20, 2016 A title report was not provided. All easements and encumbrances may not be shown on this plan. BUILDING HEIGHT FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO280D), this property does not lie within the Zone AE 100 -year flood plain. PARKING SCHEDULE Proposed Use: Required Building Supply: 1 Space Per 400 SF 18,082 / 400 = 46 Spaces Required Furniture Store: 1 Space per 400 SF of Retail Area 7,102 SF / 400 = 18 Spaces Required Offices: 1 Space per 200 SF of Net Floor Area (80% of Gross) 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required Outdoor Storage, Display and/or Sales: 1 Space per Employee + 1 Space per 500 SF of Floor Area Open To Public. 3 Employees = 3 Spaces Required. No Floor Area Open To Public. Loading Spaces: 1 per 8,000 SF and 1 space per each additional 20,000 SF 8,000 SF = 1 Space Required + 25,276/20,000 = 2 Spaces Required (3 Total Required) Total Number of Spaces Required: 100 Spaces & 3 Loading Spaces Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces (Includes 4 Van Handicap Accessible Space) WATER & SANITARY SERVICES Water will be provided by a new water service line connection to an existing RWSA line along Berkmar Drive. Sanitary will be provided by a new sanitary sewer line that will connect to an existing manhole along Seminole Trail near the adjacent furniture store. Additional detail will be provided with the final site plan submittal. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed initial site plan. LANDSCAPING CANOPY See sheet C5 for proposed landscaping and canopy calculations. JUSTIN M. SHIMP > Lic. No. 45183 roa�aL IMAGE PROVIDED BY GOOGLE MAPS Maximum: 65' H LIGHT POLE Floors above 40' or the third story shall be stepped back CRITICAL SLOPES _0- -0- UTILITY POLE a minimum of 15' from the front of the building. There are managed steep slopes shown within this property. See sheet C2. SETBACKSSHEET PROPERTY LINE INDEX WATERSHED Front Building: 10 Min. & 30 Max. - - - ADJACENT PROPERTY LINE Front Parking: 10' Min. VACATED PROPERTY UNE C l - C 0V f_R 5 H Efff T Rear & Side Building: 50' This site is located within the South Fork Rivanna River Watershed. Min. From Adjacent Residential This is located site not within a water supply protection area. BUILDING SETBACK Rear & Side Parking: 20' Min. From Adjacent Residential PARKING SETBACK C2 To Residential: 20' Undisturbed Buffer LIGHTING - FX 15T ! N G CO N D T (C] N 5 I �Addjacent EXISTING USE C3 - � ITE ALAN Proposed outdoor lighting locations will be shown on the final site plan submittal. _..._._..n._.._._ __ SANITARY EASEMENT Vacant Land LAND USE SCHEDULE -- GRADING EASEMENT C/ � GADIVG * UTILITY LAV PROPOSED U S E ""._._"'`�"`""• DRAINAGE EASEMENT C5 LAN DSCAFI NG FLAN Building A EXISTING Area Building 0 SF 0% UTILITY EASEMENT - New Building Supply Sales: 11,092 SF (Basement) Pavement 0 SF 0% w-••-•••- •�•-------� WATER EASEMENTC � - LIGHTING �' LA �I 3'990 SF (1st Floor)Sidewalk 0 SF 0% 3 000 SF 2nd Floor) Impervious area 0 SF 0% ACCESS EASEMENT New Furniture Sales: 7,102 SF (1st Floor) Open space 174,240 SF 100% STORM DRAINAGE EASEMENT (^ C7 j � 5I I�j' F UTI LI I 1/ DETAI L.JC, New Offices: - UTILITY 8',092 SF (2nd Floor) Total= 174,240 SF (4.0 ac.) PROPOSED Area % Buildings B, C, D, & E Building 18,466 SF 10.6% TREE LINE New Outdoor Storage, Display and/or Sales: 26,160 SF Pavement 78,282 SF 44.9% Sidewalk 2,360 SF 1.4% f aN..... - FENCE Note: Items stored within the outdoor storage area Impervious area 99,108 SF 56.9% STREAM shall not exceed the height of the landscaping, or Open space 75,132 SF 43.1% other methods of screening installed, and shall not be Total= 174,240 SF (4.0 ac.) � 2 - INTERVAL CONTOUR visible fromthe Entrance Corridor. MECHANICAL EQUIPMENT SIGNS 5- - oo- INDEX CONTOUR All signs shall conform with the MUTCD Guidelines. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. GG-- CG -2 STANDARD 6" CURB SIGNATURE BLOCK DATE GENERAL CONSTRUCTION NOTES 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. CG -6 COMBINATION 6" CURB & GUTTER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY PLACE MATERIAL IN 6 LIFTS. 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 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET I OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, r CONCRETE PAVEMENT /SIDEWALK CURRENT DEVELOPMENT PLANNER PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER RIPRAP 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF UNPAVED AREAS COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT L ASPHALT VDOT UNLESS OTHERWISE NOTED. SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. GRASS CURRENT DEVELOPMENT ENGINEER 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS EC -2 MATTING OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL EC -3 MATTING 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR ALBEMARLE COUNTY SERVICE AUTHORITY THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A WETLAND 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY SLOPES OF 3;1 OR BETTER ARE TO BE ACHIEVED. WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, N0. 200 SIEVE. @ io PARKING COUNT FIRE OFFICIAL 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY CROSSWALK ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 14, ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. ` HANDICAP ACCESSIBLE AISLE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL ARCHITECTURAL RAL REVIEW BOARD DEVICES. 15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE �w /FN CG -12 COUNTY STANDARDS AND SPECIFICATIONS. 1 (� , HANDICAP PARKING 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS lil. ����� 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING BUILDING OFFICIAL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. NOTE: CONTRUCTION INDUSTRY (29 CFR PART 1926). 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP VIRGINIA DEPARTMENT OF TRANSPORATION STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. JUSTIN M. SHIMP > Lic. No. 45183 roa�aL -i f Scale: 1"=30' -A sty u I tl M D ME: LU LU In CL ca, M Cc I Co -Ji -j LL], DC 5 -HP DC Lu LU -j T CD B B W "I It LLJ O.a 198 PLAT D.B. 815-77 815-77, Liuj 14, B 79 PLAT D -B 478-523, c.n - ro LL IRON SET o < C) LU 'm' x 0 CD 01- , I CD a- -J� ui CON 1'34'08,, R =5705 50' i56. P4' 7,9.12, C 156.2, CB�N38'17'437"E t q L too iC Scale: 1"=30' sty u I UUFTER uo, B DC 5 -HP DC T .......... B B W -M. 45-68C CHARLOTTES VILLE RE�LTY CORPORATION D.B. MB B O.a 198 PLAT D.B. 815-77 815-77, B 79 PLAT D -B 478-523, _-1, •v - ro 526 PLAT T. M 45-68C I B BN CON -J� METAL CON Scale: 1"=30' LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Col./Height Quantity Canopy Canopy SF o Large Shade Tree Quercus palustris Pin Oak 3.5" Cal. 14 471 6594 Large Shade Tree Zelkova serrata Green Vase 3.5 Cal. 12 443 5316 Green Vase Zelkova -}- Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 2 124 248 Evergreen Screening Shrub Ilex glabra Inkberry Holly 2' Ht. 28 23 644 Evergreen Screening Shrub Ilex glabra 'Densa' Inkberr Holl y y 2' Ht. 96 23 2208 Evergreen Screening Shrub Nandina domestica 'Moon Bay' Moon Bay Heavenly Bamboo 2 Ht. 148 17 2516 Evergreen Screening Shrub Ilex crenata 'Hoogendorn' Hoogendorn Japanese Holly 2 Ht. 30 16 480 Evergreen Screening Tree Thuja occidentalis Nigra Nigra Eastern Arborvitae 8 Ht. 32 10 320 Evergreen Screening Tree Juniperus virginiana Eastern Red Cedar 4' Ht. 12 16 192 Evergreen Screening Trree Juniperus virginiana Burk Eastern Red 4' Ht. 8 16 128 Burkii Cedar Z7 Evergreen Screening Trree Ilex opaca 'Satyr Hill' American Holly 4' Ht. 5 56 280 Evergreen Screening Trree Cryptomeria japonica 'Yoshino 'Yoshino' 4' Ht. 16 123 1968 Cryptomeria 0 Evergreen Screening Trree Thuja x 'Giganteoides' Green Giant 4' Ht. 15 7 105 Arborvitae NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 20999 LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 174,240 X .10 = 17,424 SF REQUIRED PROVIDED: 20,999 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR: 221 LF/35 = 7 TREES REQUIRED SINGLE ROW OF 12" HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 7 NEW TREES PROVIDED 28 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 100 SPACES/10 = 10 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 75,265 SF X .05 = 3,763 SF REQUIRED PROVIDED: 13 TREES PROVIDED 5,767 SF LANDSCAPED AREAS PROVIDED INTERIOR ROAD LANDSCAPING: 1 LARGE SHADE TREE PER 40' OF ROAD LENGTH ON EACH SIDE WITHIN THE ENTRANCE CORRIDOR: 393 LF/40 = 10 TREES REQUIRED PROVIDED: 10 TREES PROVIDED 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. 30 0 30 60 90 Scale: 1' 30' Do/ ky Area For dicatlon Use Y" d of fnty, i'tr'd"S SET a° square dayforms with softened edges for a i i,ll0 ;'" e 7 ftz +5.4 +6.2 +6.2 +6.3 k +4.0 +4.1 4.04_3, 4 +j.5 11.7 ?1.9 1+1.8 g +1.9 +2.0 1g_ J2" _ -� r UJ It is ideal for replacing traditional metal halide Fi^ a a . �u +0.6 , _+O 6 Weight 37 IhS 100,040 hours,. o.o 8 ff q� t 0.0 00 Oro 0T? 0.3 02 +0. 2 0.1 0.1 0.1 0.0_--.0 q. }0.0 +0.0 t o.0 +o.of * ..5 5 #_ + 6 U.3 U.2 +0.1 +0.1 +O.o - > } to # - +' Yt . YrTf3..+..�_�..c:e D_ 1.8v`,, 11.6 2. 1 0.6 . 4 U- T 0. y Q Q f`, 0 4.3 }4_Z_.._b.9 +0.1/1+03 + „+3.6 +5.8 + 1 /J '041, +0 `f"° +0. + n 3.4 r#.4 5 5.4 4.9 .3 r� +4.5 +5 7 5`4 8 1 a � d, +0 1xtFA+4.1 4. +5.6 +49 1 +0 2 T `. 3.1 ^^ 1 5 4 s #` ' + 0 r + +< u 0 :1 0.3 Ot 3.5 4.� 7as 0 B j2 f3 w. +q.1 N +0.4 b. 4.3 + 9ev +5 9 q2 2v9 0.'I +r + 1+316 +4.4 +� + .4 .1 i C.O } •� 5 .t.» w.. '0.1 +071 1 +0 +3.9 +4.7 +4.2 2.9 T 0. 2. Jb 1',9 I irk'. & Meter .4 0 e BUILDING A T 5� t.e 5 4,Ted �� i y,3 0 �exlc(i,,,Nl e w 15' V ....1 , "I t"l 4� ' ;�Ic 11 lew a t x i l ( Ctrl' ! 1 t i'7 ROP, -- S 'aye Con oE.r.5`L, £ to 1,14f$1 rtf°sy` S, Eh. 77 g a7.3 1, ; 9,j Iu,�c�_tre € a°. I l MH1'�'ko 1 , 3Y.dd iol.e Trod, D.;8, SEI s ZONETh 'f1 hexl-' New I hu U, k +^.n 0.0 0.0 0.0 0.0 a 0 0. ^. a ? 3. f"tfaa^t:.'a:.. n--; w V=.. ;r t +if + # + + + + + sv�- 0 +0.0 +0.0 +0.0 +0.0 +0.0 +OA +0.0• +(�.0 +0.0 0€ 0.0 0.0 0.1 0.1 0.1 0.1 v .-. _ _ vry m _„a r + µ+ + + + + + t•, t + + + + + ! +. + +,J + + + + + + + + + + + SET 0 0 D 0 0 0 D U"i7 D TT II G D 0 Q 6 0 6 0 {# ( fA 0 0.0 0.0 0.0 0.0 0.6'r, 0.0 0.0 0.0 0.0 0.0 09 0 Cita ,4, ,0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 X F��--'•_�>�-~✓-�,�s-�<---�-�t�'�+ .�' 1vs w---,u�H'�3 ,..�...._.>�-� DrQ k,�.,�Q �-."L; : _ -<.,Q.O-6„SS^n,,..O.D „^.>,®rap.__...-.D.9,..w.....D .:..O,A 0.0 OtP 0^0` 0.0 m 0.1 0.2 �,. $ =Qa oL 4r3.:.- +0 �+0.0.3 0.3 0.2 0.1 0.1 .0 01.0 „"().„D ,,.,Q •,,�,.. �' `--_ --- w �,.._.� , a „��M ^� �M •.,.,._.,.. � : , ,s l- lh i` d i x a �.t .v^Y �- s Ev' r s 1 5 /.1. � ,� ✓ ^� ,4,r he,..,^,�'-,-�_�. 0 0.0 0.0 0.0 0 0 Qi1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 30.1 0.1 0.1>" 0.0 0.0 0.0 0.0 0.0 0.0 Q<r0 0.0 0.0 0.0 1 0.1 4>a 1y.6 ,� kxe0 5 _ ..0.1 .0 01.0 0.0 0.0 0.0 0.0 D:f}W>^.,w0 0.0 H p a _ .. ."..-a: .., s -, N, k,.. �"',' ..,✓ 5 9��., 7; r-^- 4, �,, �y q � �,>r.:, 'raj j`..,; 4 ",3n ,w,.....4.=......,,,.w.*.w..,,,,-... + `..: "x.".., ,r rs...">I £; £' _,..,. Wig' 0.0 0.@i".,.,..0.0 0.0 0.1 0.1 p'wM.•"�.0.4 0.5 Q,S "•, D.3 i' .2 0.1 0.1 0.2 0.2 0 2 ^°^•0.:1 0.1 0 y 0.1 0.0 0.1 0.1 0 1 +U.1 0.1 0.1 +o 1 i`0.1 0. p 3 7®A�- _ 0. .1 sxO.Q 0.0 0 T Q.0 X7.0 0.0 0 q;0 f7. "4 r( 4' i 0 �p10 9 7<'[0a T y m t n x s ' s �. j`, ,v • .. 4R fi �„ + .. .„,. ;,r , >•n .» } .w+.9 4 ^ ., }#. } .* 5"'. + �v.+. C.. ' "� e:UF t •`. � } } 'u. ., + t .+, r d.:^r : t.. -�., .w - ':Y , .,,, + +. + + # + + 4 + + + + + t + t + + + t + , + r # a + + t .0 0.0 tT 1 0.2 1. a.7 1 3 0.2< 0.. 4 2 0.1 a: 0.1 Q I 1 a- 1 0.1 .0.1 0.1 0.1 0.2 0.2 10.2 ii 6.1 7.3 7.0 .6 2 3. 5 10.8 6.4•,, 0 a ;`km Q R; 2. 7. 3 .1 cpm.• 4p o 0 0.0 0 o.q o. m•,,,,s,. ad 4a -,k-> t + t t "� 95i +34 ,,..,;,.'# t + .�: t `;,..s n-..,6�^, ,.,a,`C y r.,,,' ,,,..., < `;�<" '`"r ,3',. l#'. .;,_. , 0.1 0'2 0.2 0 1 1.5 3. 4.3 .8 4,4 3 .. 1.8 K 9 1 2 , .6 1 4 0.3 0.2 0 1 ,,. r 1 0 T:2 0 6 Q / .7 5.6 6.7 7.3 5,1 2. 7.4 7.7 7.0 5 1 # O.D 0 9 � Q 0 1 0x0 0.0 ` 0.0 J.0?;, 0 1 � � ` 'F ; ��� ...e.w..,� >✓'�`r 5 § 1 �" 1 � r' a v . r _R ; n r' f ; Ire' 4 +0.5 +1.1 +1.3 +1. 2.8 +4.3 +4 5.0 +5.7 +5.3 0 &i s +4. 3 6 2,1 +4.84 3 J .1.1 .9 +1 9 '06 +0.3,rr +0. +1. 3 +3.9 + + .1 +3. +1.6 +1.5 +3.2 +4.1 .9 2.9 +2.5 +1.7 4. +5.6 +6.2 +:0 5 �• �l �§ a .w,..._ � .amu' .� � ' .. to }'�..,,..�"'" ICU T } 2 .4 4 9 +6.21 +5.6 +5. +615 +•.7 + 0 :' 3, 6 2 +5.5 5.0 .0 +5.5 +<F.3 + . OJ ° 0 +0.4 +0 $ + .5 +6.1 +7.9 +7.9 + .7 +2.2 .9 +5.7 +6.9 +6.8 4.7 +2.0 +0.7 '$.7 +0.6 1.1 .9 5+5.4 +6.8 4. _ +0 0 'f .0 + Q i f {"? :° I er 3 i i �: "` its „ } ,.£+. ^,l % :„'*.7.J 5 1.,. a?.a. z _ ^ V„ '...%''7.:y- pA*.'". <,' + + 3 + + + 'S + + + + +5 + + +6 +6.3 .1 4 ° + 5 + + + + + + + + + + + 1 + .s F , + t £ + + + 1t 5 7� ; 8.2 7.7 .4 4. 9 .9 f :.� , a 9 fr';=D 7.2 5a, 6 5.4 6.2� ILL .3 1 1. 5. 2. 8.7 1.9 .8 6.5 7.6 6.7 .8 1.9 5, 0,4.$ - 0 5 .5 7.1 6.7 0:0 0 0 +.0 +O D O.b i€ {:s �._ a A 5 +s1 „ctr c°k8. ' ,.;1.;: m•....,e. .,,,'". .. .� r � A.t w.s ^mw , v,, Y d .; yy rth� <pr { 9 + t +8.6,+12.1 'i' + + + + + + '^'}„,,,^,,.,^7p + t + + t+ j .� $ t .✓"+ + 1 t + + + + + } '+ 1.3 4. 8.6i--� 12.1 .5 3 2. 3. 6.9 8 --uM TO . 6 3;8 .. . , .......>k,...4 _._ 4.3 3.6 4.2 3. 1 3 1 _. 4z 1.9 0.5 0.4 15 0 tz s 0. < 14aa.., 3s4, _ 4 41 31 1.9 03,.; 1 .a" _1U I +..7 +4 0 i +4.5� +4 e: +3 g mmm* 2 84M5 �.:..,� .• l t f 3 t f + + + +5,b at + '+ + ++ t I 1.8 3.4 4. 59 5.3 $ 6.1 6.1 s 5.4 5. 4 .0 5.7 1 (+1.6 +2.4 +L.6 +2.6 1+ �iO 6 0.7 9: 1. r square dayforms with softened edges for a i 7 ftz +5.4 +6.2 +6.2 +6.3 + +3.6 +4.0 +4.1 4.04_3, 4 +j.5 11.7 ?1.9 1+1.8 g +1.9 +2.0 1g_ J2" _ -� for stylish, high-performance illumination that lasts. Width: H /7in It is ideal for replacing traditional metal halide 5 10.6 X0.6 j+0.6 I +0.6 . +0.6 , _+O 6 P , da Ai�t 99 f &id�3t�#AHO � t L Ll a _"'#°k t i .1r�i`If iC'x O,�G x a '3t T4 -105 B 1 .T 3 ""'' 4 ,7 9 RB, r tA'j -' "`^� ' " she " 71 d" 1 AT ?0ay, f' �- ,I..�,..a 6 0 •a 7.;^ 0 _^" PL T IR z ON ' RG"'DEN TLAL X1 LED catagg Number CSX1 LED 60G 1000 40K TFTM MVOLT SPA HS DDBXD LED Area Luminaire Nates ype RIENDLY Introduction .EDAUXII The Contour""' Series luminaires offer traditional CSXI LED square dayforms with softened edges for a Specifications 40K 400010 7 ftz versatile look that complements many applications. EPA: H Shipped installled a0 , The CSX1 combines the latest in LED technology 23-112° Length: 'L with the familiar aesthetic of the Contour" Series i s4:1 cr,3 T3M Type 111 1g_ J2" _ -� for stylish, high-performance illumination that lasts. Width: H /7in It is ideal for replacing traditional metal halide 778" area lighting applications with typical energy Height: (`TIon` W savings of 65% and expected service life of over Weight 37 IhS 100,040 hours,. (max): rA.aRv D,CR Ditnma.hleand(mpnollablevia ROAM°(no X0. um �c a r EXAMPLE: CSX1 LED 60C 11000 40K T3M MVOLT SPA DDBXD Pxam $3A24)4(;OM7�AS€IBBXD accesso'ry; see Accessories information. For use with 2-3/8" mast arm (not CSXI LED bot 60 700 700 mA 40K 400010 T2M Tyne 11 MVDLT Shipped included Shipped installled DDBXD Dal<bronze a'"T LfUs Us 1000 1000 F A SOK 5000 K T3M Type 111 120, SPA Square pule PER NEMA rvvlsl lod receptacle. any (no controls) DBLXD Black Also available as separate accessory;.: see UM39AS 3, at 90 OM28A5 (IA) 5 T4M Type IV 208, mountlno D,CR Ditnma.hleand(mpnollablevia ROAM°(no DNAXD Natural 18 Pxam $3A24)4(;OM7�AS€IBBXD accesso'ry; see Accessories information. For use with 2-3/8" mast arm (not -` TSM Type) 2401 RPA Round pole controls:)' alumi um DLL347F 1.5.(ULJU Photocell-SSLtwirt lock f347V1 PEII._opftion required. Not available with 347 or 480 e, ( e/J LL430F15NL1U PhotacellSSLtwI Iok480VI" �mute3zsoomnyrmup sermcesre-wredforRpAM®.deployment,ea111VAtid'Ihardwareatid q00442-6745. mounting DMG 0-10Vrimmmgdriver(no m DWHXD Milentrols�a HMA3 DDBXD.0 Mast arra mounting brarketadrptor "7orraoa4pnk mamrtdig (HPNyw/Tp 7 Single fiuse.(SF)r.qui,.s120, 277 or 347 voltage option.: Double fuse OF) „,,, (specify finish)' DDBXD TFTM For.va;d throw 277' 1A1J3 V4allbraelzet HS Haase-sidPshild DDBaXD Textured U4i frig bracketadaptor (>peafyfimsu) a ,- 1 �;";; ti ,py g each;gl operating half the lumm,irc. Available with MVOLT and two CSXI Hs House -side shied (includes 2 shields) , 3e ' y!' s 347 Shipped Separately SF Singe Fuse (120,271,-347rj)' darkbrouze CsX1B50 Brddeterrentspikes accessory 2-1/8" tASR5190 AST14280 AST25-290AST25-320 AST25-390 AST25490 10 Dimming driver standard MVOLT only. Not available with DCR. MOUNT 480 SPDMBA Squire pole DF Double fuse `,2C$ 290,180)' DBLBXD Textured One Lithonia way d Conyers, Georgia :30012 a Phone 800:279.8041 - Fax_ 770.9181209 •_:. <„ ,ia,:,-r. '"`y:�,i ;V50 . Cc22012-2016 AcLuLy Brands Lighting,. Inc. All rights reserved. universal IIS Dual svaitchiu9'' black mounting 2ELED ErleaenicyLED secondary source (2 DFIATXD Texhired 4000K LEDS adaptor' modulus) batterypack (-20'C min. operating natural OPERATED RPUNIBA Round pole tempeiatu'e) aluminum A universal BL30 RI levellsvvl(ched dimming nomina130%'`10 DWHGXD Teztdred mountill',white, BLS BI level) ssknlched dimming, nominal 50%4;v AND adaptor PRECISION Shippedsepai separately KMA8DDBXD U atauu rrouriting VG Vandal gpa'0 tiachetadap BS Brd den,,irantsPikes ACRYLIC to (Sped"y FORWARD fi"i,h) } Templa,.e #3 1 Configured with 4000K (/40K) provides the shortest Top of Pole lead times Consult factoryfor 5000K V50K) lead Catalog times. 08X1,0arese unique,rlrilling pattern with the AERIST"family NOTES a'"T Spee1(j.lhi�tlrlllfDgL¢211ern whop spen0jing 1 MVOLT driver operates on any line voltage from 1213-277V (50/60 Hzy. only when ordering with fusing (5F, DFoptions)or pole - ( Specify Specify 120, 203, 240 or 277 options: on ly when ordering. with fusing OF, :z mss. t<ricE Dhj14A5 £a le UnP pM,29145 21ai 96 : DFop6ons). Also available as separate accessory;.: see UM39AS 3, at 90 OM28A5 2 .Also available as:a separate accessory see Accessories'Information at left. 5 4 at'1811° D 8� 32AS 3- l�0 *� 3 1.5 G viibratlor load rating per ANCI0136.31,, voltage option. 6 4. Requires " SPA•' mounting option. Must be ordered as a:separate 18 Pxam $3A24)4(;OM7�AS€IBBXD accesso'ry; see Accessories information. For use with 2-3/8" mast arm (not -` - included). D6L127FL5JU Photocelt-SSLtwlstlock(120-277V)"'I v�sTlq: uyhu,g§a=s ,r roses annu Bron orpols_resse rsaid 5 Secifiesa ROAM® enabled lumireirewith010Vdimmin caect5ili p 9 ! DLL347F 1.5.(ULJU Photocell-SSLtwirt lock f347V1 PEII._opftion required. Not available with 347 or 480 e, ( e/J LL430F15NL1U PhotacellSSLtwI Iok480VI" �mute3zsoomnyrmup sermcesre-wredforRpAM®.deployment,ea111VAtid'Ihardwareatid q00442-6745. Q3 SCU Shortingol, ° "Aunap.e. 6 Not available ,with 347 of 43CV. HMA3 DDBXD.0 Mast arra mounting brarketadrptor "7orraoa4pnk mamrtdig (HPNyw/Tp 7 Single fiuse.(SF)r.qui,.s120, 277 or 347 voltage option.: Double fuse OF) „,,, (specify finish)' DDBXD :, Tenon Mounting Slip atter.* requires 208,. 240 or 4£30 voltage option. -ides PUMBA U* Round and square pale universal mount- 8 Prov 6030 diinening capability via two independent drivers, U4i frig bracketadaptor (>peafyfimsu) a ,- 1 �;";; ti ,py g each;gl operating half the lumm,irc. Available with MVOLT and two CSXI Hs House -side shied (includes 2 shields) , 3e ' y!' s light engines only.N/Awith PER DCR DMC, or 2ELED. CSX1VGU Vandal guard accessary _ 0 318" ASRO 190 A572o-280 AST20-29U AST203L6 AST90 390 AST10 446 9' Requires t' res an additional sw chedline. CsX1B50 Brddeterrentspikes accessory 2-1/8" tASR5190 AST14280 AST25-290AST25-320 AST25-390 AST25490 10 Dimming driver standard MVOLT only. Not available with DCR. MOUNT 11 Requires lummaine to be specriad with PER option.Ordenadand shipped Armon mr or pt.nr, 5sr ':Brie) _rtnlme. `' ASBS 1A0 AST35 280 AST35-290 ASUS-320 AST35 390 ,AST35-490 as separate line item, One Lithonia way d Conyers, Georgia :30012 a Phone 800:279.8041 - Fax_ 770.9181209 •_:. <„ ,ia,:,-r. '"`y:�,i ;V50 . Cc22012-2016 AcLuLy Brands Lighting,. Inc. All rights reserved. Trey a •� y ;, N 4.5 4 5.2 ^ +4.1 4'7r.� 8 W 3 J 2.2 +1.7 i C/o i + '4. t + + + *7. + + + +") + + , +0. t .- 2- 2.4 5 5.1 6 6. 3.4 3. 2.2 0.8 .9 3 6.2 7. 1 =. +b 0 , 0 0 0 01 ) r` { 6.5 op 4. d 5 0...._ M ,_ _ I 8-- 0.7 09 1. 7.6 1 5 I g 5.5 6.5 4, 1.3 1 6.9 .0 5 5.8 4.6 0.0 Q 4.*_V"___-.-0 .0l L I H a 4 I ,. „S B x.s' � 151 � ; = i T$ tom.." ,_ y + + + + _ , : "10. + +8. + + + + +1. ( l� 3 -'6. i D.3 0.3 0.4 1. 6.9 t"; r'.< _. 5Y 10.1 0 3 0.9 :b 6.5 5. 50 . flw", t• 0.0 0:0 ) 1.,...... tN w s rIvt2. i I 1 g §jv°ev f pp f' �' i 4 f r 4. w �-, �,_.^i,.,,: >». _..", r �.ni I.,....p � t("'< 9' ,_„ i'"" a:=s v '' a � r 4 tr ,� o.. t�`i f �� .,.. f` t t, -.a ,.I t i,.,i l � (__ ��.i. j.,i 1 5 �.` p £ 8.4 7.0 3 � � a 3 2 0.3 0.4 .1 4.3 7.4 7.8 0.8 �0r .� 8.2 9 .s 0' �0076gu.0 `x5 f3 g JUSTIN M. SHIMP F" i 3 5 ,s 3 0.4 0.4 0,6 .9 1. 0 1 r 0. .0 ^°.,at. .0 6 4. 2.8 0. 1.3 7 7.9 9. � . Li 4 Lie. No. 5183 j��l` 1 I _ . n . r F). ,,.,,.,.,........ I a $_:,. �� a ,:5 � !. ,a •£, '@' �»,� *:,X a # $..,,.1.._...:.x,...1..^,..„.". j . , fc j dl » r. �" •" a 4 i- 1' ' Acres $4 + + + + + # + # + + + 1 nz-= w 5 5 1 A 1 0.9 1.1 8 0.7 .3 6 .., 1 8 8.5 0 6 , d M 1. " 9 1 8 0 1.3 1.5 4 w 0 0. 1 0. 1.5 4.1 6.2 k.,0. q 3 1, l� ,33 ar..,i '. _:� � I...._+y� �,.,,� � � "�: raj,,. = h4 .,..% c. ; v • a Q 5 d +� .ln 4 ;� `. 31 � €��"B�'". 1 �, w� a, `.�P €t,, .�t'� f t � I i .s�"".w x ` . dam, ..,/ r 3 r 1 _ 1. frN ! 6 o Y i i Y + +I + l + # + + + t, FQ, + + + + + + + + + 1 o^ a.w _"" CORR! T . iJ py s q i + t lit t t t + 3, t.,.T . 9,„} 2,..,£ *,.av r „_^ , .: i- 4 § _;? - ' 7 5.0 2.i 2.3 1.7 1.2 0.8 1 ,. 57,9T 8.2 6. 2 5.8 7.4 Zfl rx 6 3.0 0.6 0.4 0.4 0. 1. " 4. 5.2 4 9_) •.:0, `'. ^ 1 IQ r J L r " AV - t i 1 4.9 31 3.3 + + + + + + . __..+ „5+ + p 1r1 1.4 " 1.6 2. .9i i OMsmm 2.93.0 4.5 4,1 4.3 .0 5 4. 6 6.0 7,.y 6 0.5 .3 .0 5.8 6.6 9 �_Qr( �{f 0.0 J, 0 v a �w + l ^ + + + +g I ? l+ + + + + + + + + + i+ +3, +1 +3 + ++0.0 IT + .0 ' OI8 5 0 3_ „3.4__�_ A 64 3 4.4 4. 5 5.9 7.3 6.7 5 .9 3.0 5.3 4.3 28 6 33 1.8 1.0 5 7.0 7.8 35 1 € G ^r... - I e g e xv 41� s.,. + auk + + + + +i I + + + + + '7. '7. + + + t + + + + + + + + + + + +10 + t` y. .4.7-, 4.0 3.9 3. 6.7 3 0 6 .0 3.5 6.5 8.1 8.0 .5 2. 4. 7.0 6.9 6.6 3. 2. 3 7.4 10.6 .4 8.1 f-0 0 O.OISf 0 i t + .n.^., i<.,. Z_* �r, ,, A- D t t +9. + + t t + + + + + + + +11 DI3 x 0 0 3 1.4 2.7 :X m 3 0 �x 2 3 0 11,5tt 9.0 4 1.9 4.2 6.0 7.7 6. 4.3 2 5.8 8,8 11.6 11.2 5 1ua� �t 0.� 0.0 o LJ" I ?Ia t •� =� + + + '""'# n t 'sF } A 12 + + + + t t �4 t 0.1 0.1 0 1 s. P _ 0.2 w 3� 0.7 1.1 Lr 0.6 � 0.4 0.5 9 .7 - "trot', 1 � 'T� I�� , � : p " 8.2 }� 0 3 3 � 0 (� U. 01 + + +n + + t + + +0.4 + + t + + + + 1 �a + 1 + T ' 0 fi 0 x..0.2 0.3 0.4 0 1 3 0.2 0.3 0.6 .9 1.0 0.5 0.5 1.6 .1 0.5 0.4 0. 1.6 .9 - -- T x 1 014 s +0 + + + + + + + + + + + + + + + + .3 0.3 0.4 0.3 0.3 0.4 0.7 .9 0.8 0.4 0.4 0. 1.5 1 0.7 0.3 0.2 0. 0.1 0.0 -__- }+ + + + + t + f + +0. +0. +0. +0. +0. +0. +0. +0.0 +') o 2 0. 0.3 0.3 0.3 0.2 0 1 :0. 0.0 0 0 0 0 0 0 0 0 co 1_1_ 4 y a0 Mfri t I +0 0�-+0-:0----¢0..0+0.0 +0.0 +0.0 +0.0 +0.0r Q Cltaltr1 3{ # Bs N3�af 7 D ; DPL R ;, T „:3, 7` +»t uuH 5, 3 71 B, r r �r� g&# ry' AT CSXW D LED Wall Luminaire d ,L Specifications Height 7-1 M" T c29.2 cm) H Width: 16-3/8" (41.6rm) _ ----- Depth: 9--5/16' W -i l D Weight 30 lbs (max): ,`726 tg:) CSXVV LED 30C 1000 40K TFT 'A Number Notes VIVQLT DDBXD TP VIVOLT Introduction The Contour'd Series luminaires offer traditional square dayform s with softened edges for a versatile look that complements many applications. The CSXW LED combines the latest in LED technology with the familiar aesthetic of the Contour' Series for stylish, high-performance illumination than lasts. It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical energy savings of 80°1 and expected service life of over 100,000 hours. yar5..f �runv�r,»>w»r=ns=^-- •,Y.,�»;,„ ,., u..",..,,�;. ... .:, , �.:, ....,. .,�,.�.: .<,,..,, ,.::.,»".,,��..........,.u..:,,,a,..,Fn......x�.....K.,>......:,�:ae. .......,.�......:............. ..,e >. a,e>a..,,..,.,.>W>.:,....,.�.��..,=..o.>�-...,.,..,::,^. %EXAMPLE: CSXW LED 30C 700 40K T3M MVOLT DDBXD BXD Darko•onze _XD Black AXD Natm'alaluminum IHXD 6Vlu e BTXD Textured darkofooae LBXD Textured Nack ATXD En nued natural aluminum 1HGXD Textured white NOTES 1 Configured with 4000K (/40K) provides the shortest Quantity lead times Consult factoryfor 5000K V50K) lead Catalog times. 2 MVOLT dd,or operates on any line voltage from 120- Filename 277V (50/60 Hz)- Specify 120, 208, 240 or 277 options Light Loss only when ordering with fusing (5F, DFoptions)or N/A photocontrol (PE option). 3 :Available with 700 mA options. only (30C 700). 4 Also available as separate accessory;.: see 0.0 fc Accessoi les information at left: 5 Photocontrol (PE) requires 120,208, 240, 277 or 347 Factor voltage option. 6 Must be ordered with fixture; cannot be field 18 Installed. 7 Single fuse (SF) requires 120, 277 or 347 voltage LED option. Double fuse (DF) requires208, 240 or 480 CSXW LED_ voltage option. JfAsf,#?T.VV,?V1A One LILhonsa Way • Conyers, Georgia 30012 • Phanei 800-279.8041 • Fax: 7M91£3.1209 dh.,)n Pr CSXsV-LED LAZAITIMZZ ip3 2012-2016 Acuily brands Lighting, Inc All rights reserved: Rev. 02x`22/16 40' 7 £R .z0,f W, �Y...t r s ,°".+ , 3 3 a: r � fes. t�� t ��� t , Z r" t Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage N/A N/A SITE AREA + Number 12.1 fc 0.0 fc Lamps N/A Lamp Factor 18 Lithonia CSXW LED CONTOUR LED 1 CSXW LED_ 11072 1 104 Lighting 30C 1000 SERIES LED 30C_1000_4 40K TFTM WALL- OK TFTM.ies MOUNT WITH 30 4000K LEDS OPERATED A AT 1000mA AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS 7 Lithonia CSX1 LED CONTOUR LED 1 CSX1 LED 6 17393 1 209 Lighting 60C 1000 SERIES LED 0C_1000_40 40K TFTM AREA K_TFTM_HS.i HS LUMINAIRE es WITH 60 4000K LEDS OPERATED AT 1000mA ❑ B AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS WITH HOUSE SIDE SHIELD Statistics Description Symbol Avg Max Min Max/Min Avg/Min ROW/PROPERTY LINE + 0.1 fc 0.4 fc 0.0 fc N/A N/A SITE AREA + 2.2 fc 12.1 fc 0.0 fc N/A N/A NOTE: 1. All ole mount fixtures shall be mounted at a total height of 20' from the finished rade which includes the ole base. P 9 9 P 2. All wall mounted fixtures shall be mounted at a height of 12'. 3. 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. 4. New free-standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish. 30 0 0 s! •• M ■ ■ ■ ■ tea` (og SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP pO IMMEDIATELY AFTER� 4�4 4 4 4 6 PLANTING AND WATER 6ot_4 4 THOROUGHLY. 4 l PLANTING PIT. n PREPARED SOIL FOR SHRUBS o P o r D4 .. BA 11- rSOIL SURFACE ; ROUGHENED TO BIND NEW SOIL SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM SHRUB PLANTING DETAIL C7 Not To Scale FINISHED GRADE SET TRUNK PLUMB PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND W/ THOROUGHLY 4" COMPACTED E. WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED SOI_ 2 TREE PLANT NG DETAIL C7 Not To Scale SEE I *5 DOWELS, 8" LONG AERMISSOLE AT 12" C -C _wj JOINTTRUCTION 5' MIN, 121 MAX .-� 0o J1r z 12=1 MAX e� 2 1 b I B TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 r1 48 F+2' MIN.--) SECTION A -A ERMISSIBLE OONNTTRUCTION 9SECTION B -B NOTEt FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4.. TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12'_ 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG -12 s� VICE CG -12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 TETED 'HOOD GATES FINISH TO MATCH BLDGS ELEVATION I DUMF'STEIZ ENCLOSURE MASONRY FINISH AS SPECIFIED BY ARCHITECT 3 DUMPSTER C7 JNot To Scale DUMPSTER PAD PLAN SCREENING DETAIL 4 x 4 STEEL COLUMN a..°4 . ° ad A a 0000 0o0o0 0o0o0 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED i VYPUL S DEWALK SECTION C7 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" — ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED .TYPICAL PAVEMENT SECTION FOR PARK NG LOT Not To Scale CG -2 cG-12 GENERAL NOTES: NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) 4000 PSI IF PRECAST- WITH SLP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 3.CURB FACE OF CURB) G A WILL BE PADS OF OFOR�As OR LESS RADIAL CURB, 2. CONCRETE TO BE CLASS. A3. IF CAST IN PLACE; RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4000 PSI IF PRECAST. TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE (15" DEPTH) OR INCREASEDMUCH AS 3" (21" DEPTH) 3. COMBINATION CURB & GUTTER HAVING A RADIUS WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN BE PAD FOR AS RADIAL COMBINATION CURB & FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. INCREASE IN DEPTH, 4, IF RAMP FLOOR IS PRECAST,HHOLES MUST BE PROVIDED FOR DOWEL BARS SO 5- CG -2 IS TO BE USED ON ROADWAYS FETING THE REQUIREMENTS FOR CG -6 AS SI10j�N tt THAT ADJQNNG FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF DRAINAGE LAYER, THE BOTTOM OF THE CURB PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4: MIN 5. REQUIRED BARS ARE TO BE NO.5 X W' PLACED TCENTER TO CENTER ALONG d 6" 12:j MAX TO THE SLOPE OF SUBBASE COURSES BOTH SIDES OF TF9 RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER %`. 12=1_MA 6, CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS SEE NOTE 4 • 4 5, ALLOWABLE CRITERIA FOR THE USE OF ARE INCLUDED It PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL AND DESIGN `SPEED AS SHOWN IN APPENDIX A BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 2" R OF THE VDOT ROAD DESIGN MANUAL. AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, A ci . OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS a SUBBASE 4 �.*; I �� RADIUS m AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT -r• Na> ao , o> a BE LOCATED BEHM VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRMITS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6014TNUOUS 7W' �, - UNOBSTRUCTED STABLE, FIRM Md) SLIP RESISTANT PATH CONNECTING ALN. ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED .. d - . A 7 AND USED BY PEDESTRIANS. S¢ MAX. " _ d `� :'a BASE 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND. AT * , 2" HIGHER THAN P P lb THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. p EDGE OF PAVEMENT AT � K ,SAME AS TOP OF CURB 9. ��1 y N OATER7 TED HE TYPE C s --- %A H{[GRdtEOUNtEH NNCT$_'bF�A1ITH VY TRUCK ACCO TRAFF�REFER TO ST ARD CG -13, COMMERCIA1. E�TRANCE (HEAVY TIctJCK TRAFFIC) FOR RETE DEPTH. — — PARALLEL & PERPENDICULAR IF CURB IS EXTRUDED 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, $PE OTIO N THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2,411 6" STANDARD 6" CURB TRUNCATED DOME C -C 0 0 02 VIRGINIA DEPARTMENT 0 0 0:00 0 0 0 0 0 0 a 0 0 0 0 0 00 0 0 0 0 0 0'OT THIS AREA MAY BE CONCRETE 0 0 0 0 0 0 00 0 0 0 0 0 0 0, AT THE OPTION OF THE CONTRACTOR +::. N U 0 00 0.0 0.00 00.0000: 0 '. 0.2" - 0 0 0 0 0 000 0000000 . 6" CURB 50Y - 657 OF BASE DIAMETER. GUTTER 0 0 0 0 0 0 0 0 0 0 0 0 0 :0 0' 105 TOP �K 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0- VIRGINIA DEPARTMENT OF TRANSPORTATION O.8. - 1.1'. VARIABLE BASE DIAMETER 4' MIMMUM. +{I — PAY OMITS t TRUNCATED DOME DETECTABLE WARNING DETAIL- DETAIL SHEET 1 OF 4 CG -12 DETECTABLE WARNING SURFACE REV, 7/05 GENERAL NOTES 105 602 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION TETED 'HOOD GATES FINISH TO MATCH BLDGS ELEVATION I DUMF'STEIZ ENCLOSURE MASONRY FINISH AS SPECIFIED BY ARCHITECT 3 DUMPSTER C7 JNot To Scale DUMPSTER PAD PLAN SCREENING DETAIL 4 x 4 STEEL COLUMN a..°4 . ° ad A a 0000 0o0o0 0o0o0 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED i VYPUL S DEWALK SECTION C7 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" — ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED .TYPICAL PAVEMENT SECTION FOR PARK NG LOT Not To Scale U JUSTIN M. S111MP Lic. No. 45183 67 CG -2 NOTES: GG -6 L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. NOTES':' 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST- 3.CURB FACE OF CURB) G A WILL BE PADS OF OFOR�As OR LESS RADIAL CURB, 2. CONCRETE TO BE CLASS. A3. IF CAST IN PLACE; 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4000 PSI IF PRECAST. (15" DEPTH) OR INCREASEDMUCH AS 3" (21" DEPTH) 3. COMBINATION CURB & GUTTER HAVING A RADIUS IN ORDER THAT THE BOTTOM OF CURBV10 L COINCIDE OV WITH THE TOP OF A COURSE OF THE PA4EMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN BE PAD FOR AS RADIAL COMBINATION CURB & INCREASE IN DEPTH, GUTTER. 4,, 2" R 5- CG -2 IS TO BE USED ON ROADWAYS FETING THE REQUIREMENTS FOR CG -6 AS SI10j�N tt APPENDIX A OF THE VDOT ROAD UESIG MANUAL. DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER j* BE CONSTRUCTED PARALLEL d 6" TO THE SLOPE OF SUBBASE COURSES d ' SURFACE SEE NOTE 4 • 4 5, ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION BASE AND DESIGN `SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. A ci . a SUBBASE 4 �.*; I �� RADIUS m -r• Na> ao p> o> a 7W' �, - a. - AIN SURFACE .. d - . A 7 A A MAX. " _ d `� :'a BASE , ,6 "si . P P lb p A G - SUBBASE 92" s --- ACCEPTABLE ALTERNATIVE — — — THE BOTTOM OF TIE CURB AND IF CURB IS EXTRUDED $PE OTIO N , 6" STANDARD 6" CURB SUBBASE COURSES PROVIDED A 02 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 9/06 201.01 U JUSTIN M. S111MP Lic. No. 45183 67 GG -6 NOTES':' I. THIS ITEM MAY BE 'PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS. A3. IF CAST IN PLACE; 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER j* BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5, ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN `SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. a a m -r• Na> ao p> o> a i' - .. .. 7 A A b . , ,6 p 6 D h A P P lb p s --- — --- — --.— — — — THE BOTTOM OF TIE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2"-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCECOMBINATION 6" CURB & GUTTER 105 REV. REV.9/O6 VIRGINIA DEPARTMENT OF TRANSPORTATION 201:03 U JUSTIN M. S111MP Lic. No. 45183 67