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HomeMy WebLinkAboutSDP201600018 Plan - Approved Initial Site Plan 2016-09-28LEGEND EXIST NEW DESCRIPTION T; x 12'TC TOP OF CURB ELEVATION X 12� SPOT ELEVATION X 125TWTOP OF WALL ELEVATION X 125BW BOTTOM OF WALL ELEVATION BENCHMARK W - paces equire STORM SEWER u,.. ,......w: - RD - ROOF DRAIN - EC Entrance Corridor 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required SEWER LINE ........_ ` 6,.w WATER LINE w.. ;<::._..............: - GAS - GAS LINE •u ..... - OHe OVERHEAD ELECTRIC WIRE BENCHMARK - UGE - UNDERGROUND ELECTRIC -;? --- - - OHT - OVERHEAD TELEPHONE LINE - .............. - UCT UNDERGROUND TELEPHONE LINE .... F_ I- SOURCE OF DRAIN INLET (DI) 0 O STORM/SANITARY MANHOLE .. C PLUG Roger W. Ray &Associates, LLC, LLC. ®� WATER VALVE & BOX Additional detail will be provided with the final site plan submittal. 4- FIRE HYDRANT ;Zrrfi ®"" WATER METER 10 1° LIGHT POLE -- with any other aspects of the proposed initial site plan. UTILITY POLE - SITE 4 UTILITY DETAILS e11 u--brances may not be shown on this plan. PROPERTY LINE BUILDINGFlEI GHT - ADJACENT PROPERTY LINE See sheet C5 for proposed landscaping and canopy calculations. c. VACATED PROPERTY LINE DEVICES. 15 CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE BUILDING SETBACK COUNT"Y STANDARDS AND SPECIFICATIONS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS lil. PARKING SETBACK 16. ,ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING SANITARY EASEMENT - -- - GRADING EASEMENT 17. IIN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING DRAINAGE EASEMENT EXCAV/ATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION UTILITY EASEMENT - ............. .� _. WATER EASEMENT __......_., ._ ACCESS EASEMENT STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. rSITE DEVELOPMENT PLAN FOR nETTER LIVING 13ERKMAR DRIVE FORTION Of TAX MAF 04500-00-00-1 12E30 FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 RIO (Community Panel 51003CO280D), this property does not lie within the Zone AE D15TRICT, COUNTY, VIRGINIA 100 -year flood plain. OWNER 1 DEVELOPER PARKING SCHEDULE Proposed Use: Required Owner/Developer: B Properties, L_C, Building Supply: 1 Space Per 400 SF P.O. Box 7627' 18,082 / 400 = 46 Spaces Required Charlottesville, VA 22906 Furniture Store: 1 Space per 400 SF of Retail Area VICINITY MAP �r-o� F:. v,=oi nnnr ZONING 7102 SF / 400 - 18 S R d y %A -off I rle 03tivilI Dab SIGNATURE BLOCK (CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION CI C2 C3 C4 C5 C6 C7 7 - paces equire TREE LINE »_ ... AIA -Airport Impact Area FENCE - EC Entrance Corridor 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required STREAM - - - 12 - INTERVAL CONTOUR SHEET INDEX - oo -- INDEX CONTOUR C.',G-2 f ^ ^ co -2 STANDARD 6" CURB BENCHMARK cc-s COMBINATION 6" CURB & GUTTER rr„ az, Bench mark is an existing storm sewer manhole within the CONCRETE PAVEMENT / SIDEWALK p Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces RIPRAP r< w x SOURCE OF WATER & SANITARY SERVICES BOUNDARY& TOPO PAVEWENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER ASPHALT Water will be provided by a new water service line connection to an existing RWSA line Boundary survey information led by: GRASS Roger W. Ray &Associates, LLC, LLC. manhole along Seminole Trail near the adjacent furniture store. EC -2 MATTING Additional detail will be provided with the final site plan submittal. ll& Associates, LLC. Roger7lied AlSt. 71 EC -3 MATTING . OWETLAND (434) 293-3195 10 1° PARKING COUNT SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. with any other aspects of the proposed initial site plan. CROSSWALK - SITE 4 UTILITY DETAILS e11 u--brances may not be shown on this plan. HANDICAP ACCESSIBLE AISLE BUILDINGFlEI GHT Zn CG -12 See sheet C5 for proposed landscaping and canopy calculations. c. HANDICAP PARKING DEVICES. 15 CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. rSITE DEVELOPMENT PLAN FOR nETTER LIVING 13ERKMAR DRIVE FORTION Of TAX MAF 04500-00-00-1 12E30 FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 RIO (Community Panel 51003CO280D), this property does not lie within the Zone AE D15TRICT, COUNTY, VIRGINIA 100 -year flood plain. OWNER 1 DEVELOPER PARKING SCHEDULE Proposed Use: Required Owner/Developer: B Properties, L_C, Building Supply: 1 Space Per 400 SF P.O. Box 7627' 18,082 / 400 = 46 Spaces Required Charlottesville, VA 22906 Furniture Store: 1 Space per 400 SF of Retail Area VICINITY MAP �r-o� F:. v,=oi nnnr ZONING 7102 SF / 400 - 18 S R d y %A -off I rle 03tivilI Dab SIGNATURE BLOCK (CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION CI C2 C3 C4 C5 C6 C7 7 IMAGE PROVIDED BY GOOGLE MAPS - paces equire HC - Highway Commercial `200 AIA -Airport Impact Area Offices: 1 Space per SF of Net Floor Area (80% of Gross) - EC Entrance Corridor 8,092 SF X .80 = 6,474 / 200 = 33 Spaces Required LEGAL REFERENCE Outdoor Storage, Display and/or Sales: SETBACKS 1 Space per Employee + 1 Space per 500 SF of Floor Area Open To Public. SHEET INDEX 3 Employees = 3 Spaces Required. No Floor Area Open To Public. - TMP 04500-00-00-11280 DB 1723 PG 690 (3.13 Acs) SIGNS - DB 1380 PG 490 & 491 (Plat) Loading Spaces: 1 per 8,000 SF and 1 space per each additional 20,000 SF BENCHMARK 8,000 SF = 1 Space Required + 25,276/20,000 = 2 Spaces Required This site is located within the South Fork Rivanna River Watershed. This is (3 Total Required) Bench mark is an existing storm sewer manhole within the Total Number of Spaces Required: 100 Spaces & 3 Loading Spaces adjacent building supply pavement. area. Elev. = 489.23 Total Number of Spaces Provided: 100 Spaces & 3 Loading Spaces See sheet C2. (Includes 4 Van Handicap Accessible Space) SOURCE OF WATER & SANITARY SERVICES BOUNDARY& TOPO PAVEWENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER Proposed outdoor lighting locations will be shown on the final site plan submittal, Water will be provided by a new water service line connection to an existing RWSA line Boundary survey information led by: along Berkmar Drive. Sanitary will be provided by a new sanitary sewer line that will connect to an existing Roger W. Ray &Associates, LLC, LLC. manhole along Seminole Trail near the adjacent furniture store. Topographic survey provided by: Additional detail will be provided with the final site plan submittal. ll& Associates, LLC. Roger7lied AlSt. 71 ELECTRIC i TELEPHONE / CABLE TV Charlottesville, VA 22903 New Building Supply Sales: 11,092 SF (Basement) (434) 293-3195 If feasible, all new service lines for electricity, telephone and cable TV are to be Survey Conducted On: Feb 19 & 2'-0, 2016 installed underground. Care is to be taken to assure their location does not conflict SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. with any other aspects of the proposed initial site plan. A title report was not provided. All easements and - SITE 4 UTILITY DETAILS e11 u--brances may not be shown on this plan. LANDSCAPING CANOPY BUILDINGFlEI GHT 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE See sheet C5 for proposed landscaping and canopy calculations. IMAGE PROVIDED BY GOOGLE MAPS Maximum: 65' Buildings B, C, D, & E Building 18,466 SF 10.6% Floors above 40' or the third storry shall be stepped bark CRITICAL SLOPES Sidewalk 2,360 SF 1.4% a minimum of 15' from the front of the building. the outdloor storage area Impervious area 99,108 SF 56.9% shall not exceed the height SETBACKS There are managed steep slopes shown within this property. See sheet C2. SHEET INDEX visible from the Entrance WATERSHED SIGNS Front Building: 10' Min. & 30' Ma,x. All signs shall conform with the MU -TCD Guidelines. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. - CO V EO 5 N E ET Front Parking: 10' Min. Rear & Side Building: 50' Min. From Adjacent Residential This site is located within the South Fork Rivanna River Watershed. This is ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. Rear & Side Parking: 20' Min. From Adjacent Residential site not located within a water supply protection area. - EX 15T N G CONDITION 5 Adjacent To Residential: 20' Undisturbed Buffer LIGHTING 12• COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET EXISTING USE OF BUJILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, - 5ITE PLAN PAVEWENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER Proposed outdoor lighting locations will be shown on the final site plan submittal, - GOADING * UTILITY FLAN Vacant Land LAND USE SCHEDULE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION PROPOSED USE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. - LAN DS CAS I N G LAN Building A EXISTING Area Building 0 SF 0% 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. New Building Supply Sales: 11,092 SF (Basement) Pavement 0 SF 0% - LIGHTING � LA N 3,990 SF (1st Floor) Sidewalk 0 SF 0% Impervious SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 3,000 SF (2nd Floor) area 0 SF 0% - SITE 4 UTILITY DETAILS New Furniture Sales: 7,102 SF (1st Floor) New Offices: 8,092 SF (2nd Floor) Open space 174,240 SF 100% Total= 174,240 SF (4.0 ac.) O � U N Z N � N W W Z Z W W W Z 0 = I V) Z f- 7 N 0 rn :� N N W Q V) W J V) Z 0 w Q r- 0 W J Q 0 I N U OP O JUSTIN M. SHIMP > Liic. No. 4.5183 70N�L � 0 L Z > z14 Z UJ Z a� W �y > l UJ 0 Cr UJ %4,4< o Ea w 1 x, Date 09/2(/207 6 Scale Sheet No. C1 OF 7 _] File No. 11.016 PROPOSED Area % Buildings B, C, D, & E Building 18,466 SF 10.6% New Outdoor Storage, Display and/dor Sales: 26,160 SF Pavement 78,282 SF 44.9% Sidewalk 2,360 SF 1.4% Note: Items stored within the outdloor storage area Impervious area 99,108 SF 56.9% shall not exceed the height of the landscaping, or Open space 75,132 SF 43.1% other methods of screening installeed, and shall not be Total= 174,240 SF (4.0 ac.) visible from the Entrance Corridor. SIGNS MECHANICAL EQUIPMENT All signs shall conform with the MU -TCD Guidelines. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 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. 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 OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OF BUJILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEWENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF UNPAWED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT VDOT UNLESS OTHERWISE NOTED. SOIL I'S MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 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 OR 083JECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL 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 THE INJTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER MAXIMIUM 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. WEIGHIT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMIUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 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. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 15 CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNT"Y STANDARDS AND SPECIFICATIONS. 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 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTFRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. CONTRUCTION INDUSTRY (29 CFR PART 1926). 17. IIN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN EXCAV/ATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK IIN 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. O � U N Z N � N W W Z Z W W W Z 0 = I V) Z f- 7 N 0 rn :� N N W Q V) W J V) Z 0 w Q r- 0 W J Q 0 I N U OP O JUSTIN M. SHIMP > Liic. No. 4.5183 70N�L � 0 L Z > z14 Z UJ Z a� W �y > l UJ 0 Cr UJ %4,4< o Ea w 1 x, Date 09/2(/207 6 Scale Sheet No. C1 OF 7 _] File No. 11.016 4 / Lil jo T M CHARLOTESVILLE' REALTY45-68C CORPORATION D.B. . T B . 1439-f%� D.B. 198 PLAT D.B. 815-77 79 PLAT 478-523: 526 PLAT bur m MB B B 4 CONC A — ... . . ------ i2Y T, M 45-68CI 5 -Hp j CONN ON MI < Y C3 "of Y _A ........... ED z -¢ cl, 'i cn 3' o C) � �8 lli� LU dnj LLJ cn tf CD LLJ U U3 E)F- IRON Ll SET O CD CD U 0 Lij UJ cr- ii >< 0 1 , CE D Cl- cl- I It co cn A= 1 °34 0 R 0, L 4' T C -156 CS=N38 j 7 47"E Es, 4 / Lil jo T M CHARLOTESVILLE' REALTY45-68C CORPORATION D.B. . T B . 1439-f%� D.B. 198 PLAT D.B. 815-77 79 PLAT 478-523: 526 PLAT bur m MB B B 4 CONC A — ... . . ------ i2Y T, M 45-68CI 5 -Hp j CONN ON MI 4 4 4 4,i i t Q s W is � 6, { ¢ m s Cn € ` � W ED F a F—in e 3? 3 O J J J � W r j� a J + m' m O ,qq O =9 '4 P Cn Q Q � j Cr y 9 , W O : ;` i ,.d r i s 4 s � „ i t �a } 20' Right— of—Way—'�'- Area Reserved For W Future Dedication For Public Use Upon ° Demand of The Co County. s j4 ursk VCL ML \ cot -'WOODEN WALL Ld DI > _ z _ 0 W Q N U ,GATE WV CONC 3 T. %`',FENCE v JUSTIN M. SHIMI' Lie. NO. X51 83 SSI0NAL PF P 4 4 I 4� 4 I 4 L 30 60 90 u I UUFTER LL j. BHI 5-HP DC o- ma 8 8 . ..... ..... a T. M 45-68C I sa BW CC r.CON L SHED k 0I > ROW Di -T MELO�G­ OF �Svs BOLLAROS PAVED cot W Nu S"Ell STS F E N OODEN WALL Slt DI Q. 0 E LIE % M a[W STS z CC n FRAME DI GUARD C, i 'I BETTER Ll�'ING TIONPV=12',39"J' W 5'. HOU PAVED LUMBER YfD_NSA 3 4-4 Lij .................... DRAINAGE 4 f", . -A s Rip New 20' Sanitary S/ 41� SAt4-- NY I CONC EASEMENT Sewer Easement (f) B. 1426-122 RAP P 468. 7 . . ........ �T t J, BLDG Yt, 11✓, 12 METAL 4 t ISS EASEMD\, SA -J� SA U 49 --�RAM 74 IN, rip- - 1p V-, x SA4tl- ems-ST LTH 0 lio =3 Al ...... ......... .. . am-=', VCZ-� gew SAN— E S /a, uu(,,N,� SW I r.q Sin. M H 0 GE ATldaG LNDSCAPE SCHEDULE Plant Total mbol Planting Type Botaniil Name Common Name Cal./Neight Quantity Canopy Canopy SF o Large Shade Tree QuercLpalustris Pin Oak 3.5" Cal. 14 471 6594 Large Shade Tree Zelko, serrata Gre Vase' Green Vase Zelkova 3.5„ Cal. 12 443 5316 �- Ornamental Tree Cercis anadensis Eastern Redbud 6-7' Ht. 2 124 248 Evergreen Screening Shrub Ile>ilabra Inkberry Holly 2' Ht. 28 23 644 Evergreen Screening Shrub Ilellabra '[,so' Inkberry Holly 2' Ht. 96 23 2208 Evergreen Screening Shrub Nandindomestica 'Mo Bay' Moon Bay Heavenly Bamboo 2' Ht. 148 17 2516 Evergreen Screening Shrub Ilex enata Hoondorn Hoogendorn Japanese Holly 2' Ht. 30 16 480 Evergreen Screening Trete g g Thuja cidentalis Ilra Nigra Eastern Arborvitae 8 Ht. 32 10 320 Evergreen Screening Tree g g Juni er�.vir iniana p g Eastern Red Cedar 4 Nt. 12 16 192 Evergreen Screening Trete Jun iperuvirgin iana Burk Eastern Red 4' Ht. 8 16 128 Cedar Evergreen Screening Tree Ilex opoc'Satyr Hill' American Holly 4' Ht. 5 56 280 Evergreen Screening Treee Cryptoma japonica 'Yoshino' 4' Ht. 16 123 1968 Yhino Cryptomeria • Evergreen Screening Treoe Thuja x ganteoides Green Giant Arborvitae 4 Ht. 15 7 105 NOTE: CANOPY FROM 10 YR GROVWTH 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' +00 + A 0 0' A-0.0 .1 '0. 3 d 2 '0. 2 '0. 1 1 +0 4t 0.1 0 __-0 Q a + ; +1 + + `+ + + + + D 0 0 'Q.5 0.5 f U.6 0.3 0.2 0.1 0 1 0 01 0 0 x - C a s". t t�� +_" t + + t o of +0.0 2 1. ® '( Os 1 8 1.6 � .o � 1. 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NV w3 , B , � 'k ;ter ..�•,v ar � t .. b° ti• t 3F t + tF t s t + + + a t + + + + 1 F' t '0.0 i $ F r, s 01 t 1 1 01 01 1 01 0. 0 1 � 1 � 2 0.'f 0.1 k 0 2 .2 0.2 15 '.1 1 x: 4 © , Q Q A b 7.3 7.0 .6 5 rt�' U. r,.fl 1 t4 r 2.2 3. 7.5 8 �3 02 P 10. 6.4 3 x 0 Q 1 0 .0 z 1 2 a :w e Q Q a� ro 4 o A o. o t o 'F -o ~ d 1 d �` z >f b 4 s f_ t _ � rf . tr s 3 ":.h ;I .. � Y .._+ -N air+ ✓ t, n f f• r" , < tf �rz, Sq :" „ � >� ax " d y , , _ i,. +v..: ... �..: J / .rP ..-.! • i'.. ^'a':"",., f, .✓+6.7 { 'vim'1'4 + + - :. ;1` + + + f' + +."... _ a.+ .}r + k,: + ; • + y + + 'u"k..r. :,c �r '�' .,+ + + + t + +7.4 + + + "O. ,a t »"..7`+ .,, •w,,, ..y , 0.3 0.2<'` 0.1 r..1 'd.""% "T.2,,.,..., `-"9':6,--w.._Q, _ .7:. 6 -_,._... _ ..:>'' ,. ''-`+ k 6 1 4 �.. " 7 5. 6.7 7.3 5. 5 a. • k 9 1 2 <,� _ 1 2. 1 3 1 8 a � w,.,.., 7.4 7.7 7.0 - 1 4.3 .8 4.4 e ,�. 0 1. 0 0 0 0.0�' 0. U 0.0 ; s la =I 0.1 4. 0.2 ,X .r + '1. + + + + +5 + t a z 3 a 4. 0.5 1.1 1.3 1. 2.8 4.3 4 5.0 .7 5.3 OF p 4. " 3 6 4.8 4.8' 1 9 1 9 ; "''a.7 0 0. 1. (+6 9 1 3. 1.6 1.5 3.2 4.1 .9 2.9 2.5 1.7 4. 5.6 6.2 X1:0`- R` 0.0 Gf +q CD e,is sst7 k ) vagi -+d' -". t ' + 4 t 1 t I +; +,;`"'" �„"�` fi a gtY,f� + t + t r"+ 0d't + + + tt +2 +t+++t+', +n F,; "1 313,4 9 6.21 5. 5.3 6;5 7 B4O 7.3•' 0.2 .>,5.5 5.0 5.0 5.5 4.3 l. d O B 0.4 5 5��7 .9 7.9 .7 2.2 .9 5,7 6.9 6.8 4.7 2.0 0.7 0.7 0.6 1.1 .9 5+5.4 6.8 4. 1: � ` + 2 R.a w :, Y , 0 U0.�> �.0 D l ' r°" q R t g5e ''1 q ° ':g; ,',1 ,' s 5 L, �w, a a,x + t + + ,.f 1.5 2. 8.7 1 + + 'r � i 6 4.1 1.9 .8 6.5 7.6 6 6.2 6.3 3 7 8 1.9 5 0 2 : 5.6 5.4 ao,: •5,.,--__ 4 (�"� . r:,f �3 9 9 96 R 7 0 5 .5 , I 4 5 9 5 7.1 6.7 1. 55 76 82 77 � 7 i 5 .0 Ora 0 e � 3 0 ,( "-�: "r r 3 C R e' f� t # i €� wx i P t 3 P 17 o� r-� A-1 J o � fr r i T w i .._. 1 �;v + r t ,. +k id + + t + + t .t + + + i' d + + + + 1 i + ,. 3 1 1 5,'=-- ' 4.3 3y6 4.2 3. + + 4 1.3 4. 8.6r-�o12.'t 5 3 2. 3 69 ,,..8�-._...'8(d� 6 3;8 '-4{2 47...�4�__..,+ 1.9 0.5 0.4 15 ` i - k 7.5 7.8 0 7 , , 0 ' 0 a° t4 yJ $ r, � 4 1 p w + 3 1 1 X}77. x ++ ✓"f- 1 .;,e .; } `s C1 1'? ��1 2 t i ) i .7 v1 ' + ( + 4.0' 4. 4. j £ ,.y 7 , .t I �� x y k B4 a + ;s'Tw 4 2 4 = x 4 r i 1 _: f +c + " i+ 5.83 f }+ ' + 6.1 6.1 1 6 P ;JL e + 3 8 S +, 4. +5:6 + 1 _.,_._ , 3_.,_. 2.9 + E { mounting ) + j 5.3 f s F ( P + ( 4.5 1 .. + (j , + ! ICE a 3 3 :�. 4. .8 5.9._..... 2- __ 8 + S.4 +6.2 f a r # i 9 k 9 a3.6 4.# 2.6 <) + F. + k 0.1 D3 s 4 5 8 �1 •� f, i i µ + 4.1 a x i { I tenlpealwru) alrunirmnl 3" # 7+ax +0.1 + 3.4 F +A.4 5 +5.4 +4.9 + .3 BL50 Bi levelsuw7itdieddimmir�u,nominal.Ok ,,,, white adaptor' 3 +5.7 1.Q 114 +? 5 +A. 5'4.8 1 1 1. I s f+4 1 i s BS Bi'LI-deteprrantspikes DIA. 01 i71 1 4 4. + + 5.6 49 .1 i b Must be ordered More; cannot be field ,t, _ a 4. u:au Top of Pole t0.1 ':70.2 3.11 1 +5 4 1 h + `4 - nLt:;p..; 1L5i 3" this drilling paernhnp e from 120-277V (50/ 1 M0GT drirrv-er o^e-ratesan ar:y line vOitag 60 Hz),Specify .;.. -- i ��o� r r; ) a Specify rr_0, 205, 240 ar277 on tions cnly when ordering with fusing ,S F, DF 1+ k a+ t 0 � ' 3.9 01 0.3 +, 4.� + , 1:2 t DM9AS 2,: at 180° DM39AS •3 at 00°a -' 4 .n .v" 1.5 G vibr9'ation load rating per ANCI C136.31. a'" 7t 4.3 9; 5.9 --- w z �2 2r9 { accessory; ;,see Accessories inforrnatrctm For use with 2-318"mast arm (not } a :.. 11 ...:. latL-gona bgfwg,t ''c ros ors v,+. 'sir Vph,,, --riz and n1 _ DOI eCamtroa I.M,. a:3, ') 36 4.4 5:7-, .4 1 1 4 �y Area t17 a SCU Shorting <ap" 'Y t 5 Not availabbla with 347 or480V. � o KMAB DDBXD U leastarm mounting bracketadaptor ° 1�. I U 7 Single fusee (SF) requuoes 120, 277 or 347 voltage option. Double fuse (DF) , + fr, t .` ki 0.1 4:'1 : •1:n 3.9 5-�._- 4.7 4 2 .,.. P.9 1.4 I � �' vlCa �i0f1 : Qi n, ing bracket adaptor(;petiy finish) y w� f a each opeerating h alf the luminaire. Available with MVOLT and two Yl d O .r v; ;, s..s -'.-:. ,aaSrr Z.. ,-'' a 'nsaa..,a.� , '-_i SY i 5 0 f _ §u ad : I 2. s 4 I'1 -'Cy, AST25-190 AS125-280 AST25-290 ASPS -320 AST25-390 AA25-490 of + + # ? + + a +'� +110.6 J rS G t J 4 1 t '.,_ 1 � V 0 J,i� e srr:i r" ) ��•�,� � ' 1'a�tr: t � .., 2f 7 r f�3 V i r S a, 1 # t, lrt Y' fpw, ti :.w 7 9 .i' \ 4 p r , '� s '�. ,.. .,,+ .. ,•, �/ 5 a [V Ja' H Al r,- n i .i. tib' f { ✓7 6 issy ! *v' „? !'"i I t � ..71..: � 4' Of s„ 7 r R yy f _ SET attar i', + i -1-o�.0 0.0 +0. o.o 0.0 0.0 0.0 0-0-4-,_<„ < < t jt;� i I+0.0 -_ - 0.0 0.0 s3 0.0 0.0 0.0 0.0 0.0 0.03 Gi.O 0 0 01 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 ;0 0 0.0 0.0 0.0 0,0 0.0''t 0 0 0.0 0.0 0.0 0.0 O.Q y.0 (i0 0.1 0.1 0,1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 aG78fl- ,00 OQ 0 0.0 0.0 O,i6 OD 0.0 USO' s 0.1 02 y Swf •::g {D3, 0 0.4 +0. 3 0.3 0.2 0.1 0.1 .0 4 } ' Sre qq`,1 , T' A F,. � , . '� rn 11 s 1# ,„� 3 - f y t . `' 'r }' + + + "'0 + + + «sa, `wa4'- + 't + + + + + t ,:Y + + + { .P } } i _<.<>,:.,'"' ,:. ,,, .' 4 s } p'M1P^ .7N"` "' '4, .'ti ,:,• ",. 's r3# + t + + + + '.:`„y4 .. "�'+..� 0 0.0 w.m14.m %V:C 0.1 0.1 0.2 0.2 0.2.s 0 24..,,0.1 0.1 0.1 0.1 0.1 0.1 0.1 '"y 0.0 0.0 0.0 0.0 0.0 0.0 �.0 0.0 0.0 0.0 i@1 0.1 ta::5 :.A 1 6 0 5 .K...m " 0 1 .0 0.4 O,o 0.0 0.0 0.0 4.Q°=4. ki . 0.0 s k, s r� n : =t a R lit `� x # i .. �:. .:.�,,.<.,..�<,„»„. �, .:'° lj :"' • __ i�R 1 {..R J'+, .#..,,. �n a.,,. a_. :�- -""iJ .y`4p y` : .�4 _�;„�- mm t + fiY 0.0 O.a D 0,.,• --0.o to.0 0.1 0.1 0 2 ,.•••,0.4 +0.5 5 ,•.,. 0.3 y;0.2 0.1 0.1 0.2 10.2 0.2 Q,o1 0.1 0 t. 0.1 0.0 +0.1 +0.1 0.1 0.1 0.1 a.1 0.1 , 0.1 0. 3 7 �' .. p 0 s '.. 0.1 tY>0, 0.0 O .,0.0 b 4 0.0 0 '`Q4 0 • s it . t " t I !°i 5 }x. NV w3 , B , � 'k ;ter ..�•,v ar � t .. b° ti• t 3F t + tF t s t + + + a t + + + + 1 F' t '0.0 i $ F r, s 01 t 1 1 01 01 1 01 0. 0 1 � 1 � 2 0.'f 0.1 k 0 2 .2 0.2 15 '.1 1 x: 4 © , Q Q A b 7.3 7.0 .6 5 rt�' U. r,.fl 1 t4 r 2.2 3. 7.5 8 �3 02 P 10. 6.4 3 x 0 Q 1 0 .0 z 1 2 a :w e Q Q a� ro 4 o A o. o t o 'F -o ~ d 1 d �` z >f b 4 s f_ t _ � rf . tr s 3 ":.h ;I .. � Y .._+ -N air+ ✓ t, n f f• r" , < tf �rz, Sq :" „ � >� ax " d y , , _ i,. +v..: ... �..: J / .rP ..-.! • i'.. ^'a':"",., f, .✓+6.7 { 'vim'1'4 + + - :. ;1` + + + f' + +."... _ a.+ .}r + k,: + ; • + y + + 'u"k..r. :,c �r '�' .,+ + + + t + +7.4 + + + "O. ,a t »"..7`+ .,, •w,,, ..y , 0.3 0.2<'` 0.1 r..1 'd.""% "T.2,,.,..., `-"9':6,--w.._Q, _ .7:. 6 -_,._... _ ..:>'' ,. ''-`+ k 6 1 4 �.. " 7 5. 6.7 7.3 5. 5 a. • k 9 1 2 <,� _ 1 2. 1 3 1 8 a � w,.,.., 7.4 7.7 7.0 - 1 4.3 .8 4.4 e ,�. 0 1. 0 0 0 0.0�' 0. U 0.0 ; s la =I 0.1 4. 0.2 ,X .r + '1. + + + + +5 + t a z 3 a 4. 0.5 1.1 1.3 1. 2.8 4.3 4 5.0 .7 5.3 OF p 4. " 3 6 4.8 4.8' 1 9 1 9 ; "''a.7 0 0. 1. (+6 9 1 3. 1.6 1.5 3.2 4.1 .9 2.9 2.5 1.7 4. 5.6 6.2 X1:0`- R` 0.0 Gf +q CD e,is sst7 k ) vagi -+d' -". t ' + 4 t 1 t I +; +,;`"'" �„"�` fi a gtY,f� + t + t r"+ 0d't + + + tt +2 +t+++t+', +n F,; "1 313,4 9 6.21 5. 5.3 6;5 7 B4O 7.3•' 0.2 .>,5.5 5.0 5.0 5.5 4.3 l. d O B 0.4 5 5��7 .9 7.9 .7 2.2 .9 5,7 6.9 6.8 4.7 2.0 0.7 0.7 0.6 1.1 .9 5+5.4 6.8 4. 1: � ` + 2 R.a w :, Y , 0 U0.�> �.0 D l ' r°" q R t g5e ''1 q ° ':g; ,',1 ,' s 5 L, �w, a a,x + t + + ,.f 1.5 2. 8.7 1 + + 'r � i 6 4.1 1.9 .8 6.5 7.6 6 6.2 6.3 3 7 8 1.9 5 0 2 : 5.6 5.4 ao,: •5,.,--__ 4 (�"� . r:,f �3 9 9 96 R 7 0 5 .5 , I 4 5 9 5 7.1 6.7 1. 55 76 82 77 � 7 i 5 .0 Ora 0 e � 3 0 ,( "-�: "r r 3 C R e' f� t # i €� wx i P t 3 P 17 o� r-� A-1 J o � fr r i T w i .._. 1 �;v + r t ,. +k id + + t + + t .t + + + i' d + + + + 1 i + ,. 3 1 1 5,'=-- ' 4.3 3y6 4.2 3. + + 4 1.3 4. 8.6r-�o12.'t 5 3 2. 3 69 ,,..8�-._...'8(d� 6 3;8 '-4{2 47...�4�__..,+ 1.9 0.5 0.4 15 ` i - k 7.5 7.8 0 7 , , 0 ' 0 a° t4 yJ $ r, � 4 1 p w + 3 1 R 3 1 X n I x i r; r 2� 4. t i ) i .7 v1 ' + ( + 4.0' 4. 4. j w� + 3 39 B4 a + ;s'Tw 4 2 4 = x 4 r i 1 _: f +c + " i+ 5.83 f }+ ' + 6.1 6.1 i + } 5.4j + 5.8 + 5$6.4.05.7 + E { mounting ) + j 5.3 f s F ( P + ( 4.5 1 .. + (j + + It is ideal for replacing traditional metal halide + + S.4 +6.2 +6.2 +6.3 +2#+4� + + + 1.6 2.4 S. 4.# 2.6 + + _. + 3.6 'A 0 µ + 4.1 5 4.0 . tenlpealwru) alrunirmnl 3" # BL30 la -level switdreddlmmirg,nominal3il'{o`j9 DWHGXO Textured Also available -:s a L acusscry;.see mountingn BL50 Bi levelsuw7itdieddimmir�u,nominal.Ok ,,,, white adaptor' 3 0.6 0.7 9 0.93 1 1.Q 114 i,5 1.7 1.9 1. I s VC vandal gurlvj 1 i s BS Bi'LI-deteprrantspikes DIA. to (speci0, } nnishi ` Must be ordered More; cannot be field , a k8 t 9 s'ak 1r3rft .1� s f i � t . a t i F! v fi N , oy lr 3 0 v d f ii -s } " 7 � f T y t .,, , i 4 F(-)3 ^...ifd t f Z€l iE i Pre- USD y.. Us ,- I LE" Catalog e Number CSX1 L<,ED 60C 1000 40K TFTM MVOLT SPA FIS DDBXD LED Area Luminaire nes type F5IENQLY' introductiom The Contour"Series luminaires offer traditional square dayfornns with softened edges for a Specifications T2M Type 11 MVOLT i Shipped included. Shipped instailefd DDBXD Da Ofcu ze LEDs 1000 i000gr.A 50K 3000K 0.7 ftp PER NEMA)evil)st-IockreceptarlorJy(no coutrols) DBLXD Black lications. versatile look tlhat complements man applications. P Y Pp EPA: °-'°"Fl= t ' .7 5.0 The CSX1 cornlbines the latest in LED technology Length: 2-1 /2" L with the familiar aesthetic of the Contour' Series `3061bs mounting DMG 0-IOVdinmmin9driver(nbcbntols) ° DVVD WhileTFTh for stylish, high-performance illumination that lasts. Width: ti] NtnYj H Cl= It is ideal for replacing traditional metal halide SF Suit fusse (120, 277, 34%17)' da:k bronze 5-7/8" 480 SPUMBA Square pole in area lighting) applications with typical energy Height: ("9aro I- V'V savings of 65%; and expected service life of Over Weight 3/ lbs 100,000 hours (max): t) axa, RPUMBA Roundpole tenlpealwru) alrunirmnl F " _EXAMPLE: CSX1 LED 60C 1(000 40KT3M MVOLT SPA DDBXD �.... �...::.:..........�,.; . ., ,... ..:.tom , C5X7 LED 60C CSXI LED 60C 60 700 700 in 40K 4000K T2M Type 11 MVOLT i Shipped included. Shipped instailefd DDBXD Da Ofcu ze LEDs 1000 i000gr.A 50K 3000K BM Tyrell) 120SPA `quare pole PER NEMA)evil)st-IockreceptarlorJy(no coutrols) DBLXD Black (;A) T4M Type IV 208' mounting DCR Difinlaolileand connuila'ale+iiaROAM'(no DNAXD Natural t ' .7 5.0 RPA Round pole control) `t aluminum +a + 1.4 1 6 2.2 TSM TypeU 240' (max)-. `3061bs mounting DMG 0-IOVdinmmin9driver(nbcbntols) ° DVVD WhileTFTh 174" fasteners CSXWVG U )sandal guard accessory Forward277 WBA Vallbracket throw HS House Iddeshleldr DDBTXD Textured 277V (50/60 Hz). Sp620, 203, 240 or 277 options only when orderi igusing;SF, DF options) or 347 Shipped Separately' SF Suit fusse (120, 277, 34%17)' da:k bronze 480 SPUMBA Square pole DF Double fauue (208, 240, 43(i`J)1 DBLBXD Texidred uu,ki-al DS Dual s=a Wlang V black mounting ZELED EmeTgen, ryLED seco iddoisource () DNATXD Textured adaptor' module)) battery pack ()D'C min operating natural RPUMBA Roundpole tenlpealwru) alrunirmnl 3" umversal BL30 la -level switdreddlmmirg,nominal3il'{o`j9 DWHGXO Textured Also available -:s a L acusscry;.see mountingn BL50 Bi levelsuw7itdieddimmir�u,nominal.Ok ,,,, white adaptor' Accessoctes infornaet left Shipped separateely 2 KMA8 DDBXD U Iv!a�r:nnl 55 Photocontrol (PE) rs 12208, 240, 277 or 347 r;ouruirg VC vandal gurlvj bidd-:eradq` BS Bi'LI-deteprrantspikes DIA. to (speci0, nnishi ` Must be ordered More; cannot be field , a k8 u:au Top of Pole installed. oy CSX1 shares a unique drhing;pattein with the AERIS­ family.,NOTES Single fuse (SF) rec 120, 277 or 347 voltage 1L5i 3" this drilling paernhnp e from 120-277V (50/ 1 M0GT drirrv-er o^e-ratesan ar:y line vOitag 60 Hz),Specify a Specify rr_0, 205, 240 ar277 on tions cnly when ordering with fusing ,S F, DF Single unit, 2945 2•at 90° DM19AS Smg3 DM optiorins). DM9AS 2,: at 180° DM39AS •3 at 00°a -' A a 10 a3 2 s vailable as a separate accessory; see Accessories information at left. DM4A5 at !110 DM32A5 3 at 120°' 1.5 G vibr9'ation load rating per ANCI C136.31. 4 Requires " "SPA" moR.nting option. MR st be ordered as e separate Fxrrm /e SSA 2D 4C Dt419AS DDDXD F IR accessory; ;,see Accessories inforrnatrctm For use with 2-318"mast arm (not PIL127F1:SJU Pliotocel 5SLhvlst-lock{110-27717)" :.. 11 ...:. latL-gona bgfwg,t ''c ros ors v,+. 'sir Vph,,, --riz and included). . 5 Specifies as ROAM(Dranabled luminairc-with '0-10Vdimming capability; DLL3471 L5 CUL IU Photocell 5Smvvist-tack (.47V)" eCamtroa I.M,. PER optionn required. Not available with 347 or 480V. Add'] hardware and h DU 480F 15 CULJU Photocell SSL twist- lack Wulf!° services me on ired for ROAM deployment ra111-800-442-6745. t17 a SCU Shorting <ap" Fuun pal +apmusth 15 Od rcr mons. 5 Not availabbla with 347 or480V. � o KMAB DDBXD U leastarm mounting bracketadaptor ° ' Farroandpole nmannng MH)wQ: 7 Single fusee (SF) requuoes 120, 277 or 347 voltage option. Double fuse (DF) )specify finish) h Slipfitter" Tenon Mounting Sli fitter" requires 2008, 240 or 480 voltage option. ., PUMBA oD2ED U" Round and square pole univesal mount- Provides'',50% dimming capability via two independent drivers, Qi n, ing bracket adaptor(;petiy finish) y w� f a each opeerating h alf the luminaire. Available with MVOLT and two U CSX1 HS Hwse-lice shfeld(includes 2 arelds) v; ;, s..s -'.-:. ,aaSrr Z.. ,-'' a 'nsaa..,a.� , '-_i SY i ,,;, s lighter:ginnes only.N/AArth PER, DCR, DMG or ZELED. Q CSX IVGU Vandal guard accessory 2-318' AST20-190 AST20-280 AST20290 AST20-320 AST20-390 AST20-490 9 Requires pan additional swathed line. csX1lis u Bird-deterren?spikes accessary2-,'!8" AST25-190 AS125-280 AST25-290 ASPS -320 AST25-390 AA25-490 10 Dimming oldriver standard MVO,LT,only, Not available with DCR, 11 Requires luuminaire to bespeeified with PER option. Ordered and shipped twnrcre mao-a q oclm rtenn'[� `f"1", 4" AS1`35-190 A513S280 AST35-290 AST35-320 AST35-390 AS 135-490 as,a separa'ate line item. One _ithonia Way Conyers, Georgia 30012; • Phone: 800.279.8041 • Fax 770,91 SAM .,fA ..... Xuy1CZ11'.Z "3,na'.s' << -02012-2016 Acuity Brands Lighting, Inc All rights reserved. 11 11 70 3 9 4 t 8.4 J i � S a R J a a r ?a 3 I p ( s i {6. f I 7 7.8 5 °I y ) ' i i X t f t ' .7 5.0 i s e + r' t t1 +a + 1.4 1 6 2.2 _I2 (max)-. `3061bs l t + O8 174" fasteners CSXWVG U )sandal guard accessory 277V (50/60 Hz). Sp620, 203, 240 or 277 options only when orderi igusing;SF, DF options) or + �� P3 photocontrol (PE of it 1-112" Specifications 72'_ 2 2.4 5 5.1 7.6 6. 3+ + + 3.4 3. 2.2 0.8 9 3 6.2 7. 1 rX 0 0 r"0.0 0.0 0 1 E• ', a a +.. + + + + 4s1'y f' t :8 7.._^ 09 1. 7.6 1 5 1 : J 5.5 +6.5 +4. +1.3 1 9 .0 5+5.8 +4.6 +00Q 0 s +0.4 + i f 0 j ?w,; I 3. I ,. l ;tv_ 3 ,i.7 ";; r+� 3 0.3 0.4 1. 6.9 i a y ±^}s 1 10.1 8.D 3 0.9 03. 6.5 5. + ©'0 7}i k 0th 0. zr0.0 f C R 1 ,r f x J ' 'a 11 'I 'M' } f 0 3 0.4 .1 4.3 1 � .1 2 5 + 1 7.4 7.8 t 0.8 1 �4 � 8 f 2 9 I � 7 435 ,r 7y�� i ( 3( ($ a 6l 1 ssi t 1 z" t t ^ 4 + + t 1. u_ 3 0.4 4.4 0.6 .9 0 6 + 4. 2.8 0. 1.3 5 1 7 7.9 9 0� t Q ' 0JU U =j9 9 1 sa+ I 1' x 'u } 1 f E r~ , - 3C r + +n r d i + + + + RI'+ + ) •a.' ,+ art; s 0.91 1.1 8 7 .3 # 6.8 8.5 �. 0 1. � 6. --,._ 1.0..3._ .8 .0 1.3 1.5 .1 Q 1 1.5 � 4.1 6.2 4. - , °}'r I � 3 1) , ) ' .rw � i . l i I. R ", 3 t W Ax `Y f'fl�:., it..Ti' �. # t P eS, 1 y6, i P get 4 } pp �..° J 2.3 1.7 1.2 0.8 1d,Mfi$1 8.2 6. 2 5.8 7.4••' 1+ ,,., i6:". !, r� 7.0.� .6t 3.0 0.6 0.4 0.4 tt'._ o r LJ1r, vs t, � TZs-:;tea,...,.• U .,.. y s �b s . Am, 1 ...1 + - :�., _JI r IJ a+ a a 4 a + + + + „, t t + + + + + + + + + + + a 2 7 x 6 0.5 0 5+5.8 6.6 .9"+ 1+ 3.6 .1 3.3 2.9 3.0 4.5 1.1 4.3 .0 5 4. 6 6.0 .4 X40", + a`�,de`1�0� o.o ,; o o t 5 + + . MN�.6 3 4.4 4. 5.9 7.3 6.7 5 .9 fl 1.,. 3 0 5 r` 3 4.3 28 3.6 33 1.8 1.0 1.5 7.0 7.8 55 1 4 Sy +001+.ps, .,I{ J `� i ? ;>';+ �" + "it mh. ,.,A� I...,p 9 j ", `,,,-' t ` + + + + + + + + + + + + + + + + + + + ++10.4 9 ""4r7 4.0 3.9 3. 6.7 7.3 7.0 6. 0 3.5 6.5 8.1 8.a 5 2. 4. 7.0 6.9 6.6 3. 2. 3 +7.4 +10.6 +1 0.4 8.1 ' 0 Q +0.0( 0 5 V I A- o z.t r + r + P _ 3 0 0 51 + + + 9.0 4 1.9 + + + 4.2 6.0 7.7 + 6. + 4.3 + + 2 5.8 + 8.8 + 11.6 + 11.2 5 1 A-1 C "R . + "°:=°. =`+= .,+ r' ...+ + + 12 + 4 0.7 1.1 U.6 0.4 0.5 9 .7 1 - 1 "...a._.._. 1`17 ;�$.",r'.�-----2„ 8. Aid 0 3 3 '`*' + o'i1 a i + + t0. +0.4 + + +0.2 +0 +0.6 1.0 + + + + + + + + 1 + 02 3 0 4. 43 .3 .9 D.5 ).4 0.5 1.6 .1 0.5 0.4 0. 1.6 .9 1 1 ti t q 0.2 0.3 0.3 0.4 0.3 0.3 0.4 0.7 9 0.8 0.4 0.4 to t1.5 +1 +0.7 +0.3 t0,2+0. +i o.il q.b ` } + + + + + + + + + + + + +iI 'i X17:2 {'d--:;.`02-.20.2 0.3 0.3 0.3 a.2 01:: p.0. 0.0 0.0 0.0 a.0 0.0 0.0 0.0 0.0 0.0?0 .1 f ?x`53 a#v) r 1.tXE 9P �7f fFi;DRr,;' �--- ^ 7 141 - i l _ D, Ala r. w.r�'-3 # ' f -"-t + + + +0.0 +0.0 +0.0 +0.0 K.s r' LL A I +O:D 0 0 -----0 0_ 0.0 rx yy � 92,9 R str 8 ;-'1 1-r ii Ti r3 ai r2; rc,i- ' -, i i '' ' '�`ff n.'_ d a,,.} P t,. {# Y T.S. " ➢ r; { f t.:.. G.� ..1. ,,,. . p 0 .' . S. 9..., )"3 d I g 3 CSXW LED. LED Wall Lumindll`C ■ L Height: 7-1/8" T J .' •or 3 ran r?r,d,af upe.;ses>rraeefy, Width: 16-3/8" CSXVVBBW DDBXD U Back box accessory '(specifyfinish) 4-7116"- -- Depth: 9-5/16" W D z3 G .,n? Weight _I2 (max)-. `3061bs N o"rIbe r CSXW LED 30C 100 40K TFT pL A fVun MVOL;Tr DDBXD Type �. Introduction The ContourO Serries luminaires cr traditional square dayforms )with softened Ees for a versatile look that: complementslny applications. The CSXW LED acimbines the lak in LED technology with tlhe familiar aestic of the Contour' Series fior stylish, high4ormance illumination that Lasts. It is ideal feplacing 100- 40OW metal halide in wall-moun applications with typical energy savings of 80.nd expected service life of over 100,000 hours EXAMPLE: CSXW LED 30C 700 40K T311VOLT DDBXD CSXW LED f6irk hrnrnn ix -NN /4CCe ssdtles Mou.ntxng Qetail NOTES .' •or 3 ran r?r,d,af upe.;ses>rraeefy, 1 Configured with 40?01.)urovides the shortest lead times. Consulty forTOOK'(750K) lead. CSXVVBBW DDBXD U Back box accessory '(specifyfinish) 4-7116"- times. 2-7/32" CSXWWG U Wirt Gard accessory For use with g "' y _I2 MVOLT driver opera anyline voltage from 120 - 174" fasteners CSXWVG U )sandal guard accessory 277V (50/60 Hz). Sp620, 203, 240 or 277 options only when orderi igusing;SF, DF options) or photocontrol (PE of 1-112" ,3 Available with 700 rtionsrdy (30C 700). + 3" 4 Also available -:s a L acusscry;.see Accessoctes infornaet left 55 Photocontrol (PE) rs 12208, 240, 277 or 347 1-314" voltage option. DIA. 66 Must be ordered More; cannot be field installed. 7 7 Single fuse (SF) rec 120, 277 or 347 voltage option. Double $Is4equires 208, 240 or 480 voltage option. One LiLhoniaWay • Conyers, Georgia 30012 + Phone: 800279.8041 • Fax: 770.918.1.209 u: ;;_sir, f,A L&72vieV",ly 1002012-2016 Acuity Bronds Lighting, Inc. All rights reserved - CSXW-LED Rev. 02722/16 a'( ( y j t I fa <f s 3. h^ �3 �A Jfl o4, Q� f r --a U YUSil N M.H S IMP Uc, No. 1111 "In \Ox�SS/ONAI,v�lk V z U Z i - z z W Ui W LLI _ LU 4. Date _09/26 2016 Scale 1 "=30' Sheet No). C F� OF 7 SEE PLANS FOR EXACT LAYOUT. SPACE ROADWAY GRADE MINIMUM IN FEET E LENGTH IN PERCENT 4" CURB 6" CURB 0 4 6 i PLANTS AS SPECIFIED IN PLANT LIST 2 5 e 3 6 9 OR AS SHOWN. ADJUST SPACING AS 8 12. 5 10 15 6 NECESSARY OR AS DIRECTED BY - SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. '� FOOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP p� IMMEDIATELY AFTER �4� 4 4 4 REMOVE BURLAP FROM PLANTING AND WATER oa TOP 1/3 OF ROOTBALL THOROUGHLY. 4 3" TALL WATERING PLANTING PIT. D " BERM PREPARED SOIL FOR SHRUBS FINISHED GRADE p o Do 1 /2 BAILL - DIA. Mllf! ` – SOIL SURFACE ROUGHENED TO BIND NEW SOIL ^- _ I.;/ (__1�SHRUB PLANTING DETAIL C7 Not To Scole SET TRUNK PLUMB. SEE 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 WI THOROUGHLY 4" COMPACTED E. WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL AI REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED Qn1 2 TREE PLANING DETAIL C% Not To Scale I CG -12 +5 DOWELS, 8" LONG A —PERMISSIBLE AT 12" C -C _"KI CONSTRUCTION 5' MIN. JOINT ,2:1 MAX .- _Z a � 12:1 MAX � �� 2" g (SEE TABLE) TRUNCATEO DOMES A SEE SHEET 1 OF 4 FOR DETAILS 3 to a 5'-0'" MIN 0 = OF ROATO YACURBACE BACK OF CURB 48 : 1 MAX n 20 :1 48 {{tt II n CROSSWALK SECTION A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION DONT SECTION B -B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET HOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE MINIMUM IN FEET E LENGTH IN PERCENT 4" CURB 6" CURB 0 4 6 i 5 7 2 5 e 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. CG -12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 m GENERAL NOTES 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLOP RESISTANT INTEGRAL SURFACE COVERING THE FULL WITH OF THE RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN WARNING MAY BEVEL OTHER TUSSED WITH OF MATERIAL �APPROVAL WITH THET,� TRUNCATEDDOMES DETECTABLE TYPE A 3, SLOPING SIDESOFSI CURB RASP MAY BE POURED MONOLITHICALLY WITH RAMPPERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO 3Y THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF —A— PRECAST RAP FLOOR. PRECAST CONCRETE. SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO: 5 X 6" PLACED T CENTER TO CENTER ALONG 1 A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM" CONCRETE COVER %". 122'9 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 77TYPE - 7. CURB RADS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A c_ REGARDLESS OF WtNETFNER S EWALK IS EXISTING, PROPOSED. OR NOINEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SIOWN ON PL.afNS OR AS DFiECTED BY THiE ENGIidEER. AND SHOULD NOT - - BE !pCATED BEHID YEMCLE STOP LINES EXI5TNG Lk;HT POLES FIRE �y��AJi HYG2ANTS, DROP INLETS, ETC. ACCESSIBLI ROUTE$ PROVIDE AONTNUDUS - A(XESSITB TEL MEINTSEOFRA FA�CILITSYIPTHATSCA BE A�ROACFED ENTAD 2 ANO USED BY PEDESTRIANS.ISK XJK S. RAMNH'S MAY BE PLACED ON RADIA. OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2' AT . 2" HIGHER THAN ;36THAT 7HE SL AT THE CONIECTK)N OF THE CURB OPENING IS EDGE OF PAVEMENT DK ULAR TO THE CURB, AT X* ,SAME AS TOP OF CURB 9. TYP CZE SIN�AaS IS 4" K_ yytE THE 7RANCeE RADICANNDT TYPE C ACC ATE THE T REQ(ARE�'OFEiRAH�CED (HEAVY PARALLEL & PERPENDICULAR I .REFER TO ST ARD CG -13. C RgAL 1RUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. 1}E MINS WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.411 TRUNCATED DOME C -C ctr C'; 0 0 O O p 0 0 00000 p O0 00'0 00 000000 CT .�.: :r 0 0 0 00 0 00 0000000, �vv op000p000000ppp N 0,2'• p 0 0 00 0 0 0 00 0000000Q 50% - 657 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0. 0 0 0 0 0 0 '00 0 0 I ER 0.9" - 1.4' VARIABLE BASE DIAMETER—pAMIAY LIMITS TRUNCATED DOME DETAIL DETECTABLE WARNING CC N DETAIL CG -12 DETECTABLE WARNING SURFACEPECIFEATO 15 GENERAL NOTES 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TREATED WOOD GATES HIRSH TO MATCH BLDGS MASCHRY FIPUSH AS SPECIFIED DY AF.CWTECT ELEVATION! DUMPSTER ENCLOSURE ..... . . . . . . . u I I DUMPSTER j DUMPSTER PAD PLAN 3 DUMPSTER SCREENING DETAIL C% Not To Scale 4 x 4 STEEL COLUMN O dd . 4 d' Q 0-0-0-0-0-0-0-0— 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 1 VYPICAL SIDEWALK SECTION C7) ­Not To Sca4e 1.5" OF SM -9.5A SUPERPAVE f a,° 2.5" — ASPHALT CONCRETE BASE `4` COARSE TYPE BM -25.0 0 00000 0 0 0 0 0 00000 4 _ 6" — VDOT #21A BASESTONE —I I Nit I II I Ii) II I Ii it I III I Ir— COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale RADIUS d MIN S .:- MAX. ` . v BASE 105 502 CG -2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST - 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) MILL BE PAD FOR AS RADIA- CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB HILL COINCIDE WITH THE TOP OF A COURSE OF THE P EA 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 INCREASE IN DEPTH.. �4" 2" R 5. CG -2 IS TO BE USED ON ROASDtti(/QAyYS (MEETING THE REQUIREAPPENDIXEATOFFOR CG -6 THE VDOT ROAD DESIGN ldAbIUA-. • s" SEE A A ' SURFACE NOTE 4 4 '� BASE d .4 SUBBASE — 6" STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 NOTES: L 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 & CUTTER HAYING 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 COURSIES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS .BASED ON ROADWAY CLASSIFICATION R AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. A � P P P A A Y P Y --_.-------,� THIS AREA MAY BE CONCRETE AT THE OPTION OF THE. CONTRACTOR t"`"j 105 COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 20103 0 JUSTIN M. SHIMP > Lic. No. 45183 File 1(o. 11.016