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HomeMy WebLinkAboutSDP202000026 Plan - Submittal (First) 2020-03-27EXIST 165 TC 165 165 TW 165 B W O RD S..W GAS OHE UGE OHT UGT LEGEND NEW DESCRIPTION x 125 TC TOP OF CURB ELEVATION X 125 SPOT ELEVATION X 125 TW TOP OF WALL ELEVATION X 125 BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD ROOF DRAIN SEWER LINE 6"W WATER LINE GAS GAS LINE OHE OVERHEAD ELECTRIC WIRE UGE UNDERGROUND ELECTRIC OHT OVERHEAD TELEPHONE LINE UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE BUILDING SETBACK __X ___X PARKING SETBACK El A DRAIN INLET (DI) OO ❑A O STORM/SANITARY MANHOLE C [ PLUG ®"" WATER VALVE & BOX 46- FIRE HYDRANT ® ®M WATER METER ♦.� ♦� LIGHT POLE UTILITY POLE ---- SANITARY EASEMENT - - -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT �^ TREE LINE FENCE -_--_- - - - - STREAM 312 12 INTERVAL CONTOUR 300- oo INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a CONCRETE PAVEMENT / a- SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE zN /FN CG-12 6 & HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. SITE PLAN AMENDEMENT FOR FANTOF5 CORNER 5DF 201600089 TMP 07600-00-00-005AO, TMP 07600-00-00-005E305 TMP 07600-00-00-005EO5 * TMP 07600-00-00-058G RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' rR t0 eus F°a ro Dp� S.'mp'' frig Uenler'k.. Meade Park 5Jim Pit Stop Reslaurant 1911 IMAGE PROVIDED BY GOOGLE MAPS r i�awerw�w J r wHm-j rowP Park 0 ITE 4 �s MfIIP ,� Darhl�ax Giant FgDud ; t'. r AMENDMENT NARRATIVE This amendment proposes revisions to the site landscaping due to the placement of a transformer. This adds 7 screening shrubs, and moves the location of 1 interior parking lot tree. This amendment proposes a new lighting plan, since the fixtures originally specified are no longer in production. 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 contractors 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 provided 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 Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", 'The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", 'Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT.""All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic."And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe 'two (2) times diameter of the utility line)."And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. OWNER / DEVELOPER Pantops Corner, LC. 12704 Crimson Ct Ste. 101 Henrico VA, 23233 ZONING TMP 78-5A, 5B, 5C, 5E HC - Highway Commercial, EC - Entrance Corridor -Potions are within Managed Steep Slopes Overlay District TMP 78-58G1 HC - Highway Commercial, EC - Entrance Corridor Per Approved ZMA 2013-00002. Proffers dated November 26, 2013. ZMA approval date by Board of Supervisors, December 11, 2013. -Within the FH Flood Hazard Overlay District -Portions are within Managed and Preserved Steep Slopes Overlay District SOURCE OF TITLE Tax Map 78, Parcel 5A, 513 & 58G1: DB 4358 PG 684 DB 5147 PG 228-229 PLAT Tax Map 78 Parcel 5E: DB 2976 PG 576 DB 5147 PG 228-229 PLAT Tax Map 78 Parcel 5C: DB 4873 PG 577 DB 5147 PG 228-229 PLAT Easement Plat & Deeds: DB 5246 PG 148-161 DB 5246 PG 162-176 DB 5246 PG 177-185 DB 5246 PG 186-195 BLA Plat: DB 5255 PG 138-146 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Updated XY data on October 16, 2018. Datum for topography NAVD88. SHEET INDEX C I - COVER SKEET C2 - FROI=FER * EXhIBIT5 C3 - BOUNDARY LAYOUT EXHIBIT C4 - EX15TING CONDITIONS C5 - 5ITE PLAN CG - GRADING PLAN U I LIT L C6 - LAN D5CAFE PLAN C9 - LIGHTING PLAN C 10 - LAND5CAFE/LIGHTING DETAIL5 A ROAD PLAN C 12 - TRAVELWAY B PLAN RTE 20 WL CK055I NG FROFI LE C 13 - VDOT DETAI L5 C 14 - 5AN . 5EWER FROFI LE5 * DETAI L5 C 15 - STORM 5EWER FROFI LE5 C I G - 5WM DETAI L5 C 1 7- WATER D ETA I L5 C 16 - INTERSECTION SIGHT D15TANCF C 19 - MOT PLAN C20 - ACCE55 MANAGEMENT EXCEPTION Note: Only sheets that were revised are included in this amendment. PROPOSED USE New 122 Room Hotel on TMP 78-58G1 And Proffered Access Road on TMP 78-5A, 78-5B, 78-5E, & 78-58G1 BUILDING HEIGHT Maximum: 65' SETBACKS Front minimum = 10 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Front maximum = 30 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Side/Rear lots zoned Highway Commercial = primary structure shall be constructed and separated in accordance with the current edition of the Building Code. No maximum Side/Rear setback. Hotel complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. Off-street parking and loading setbacks Minimum off-street parking/loading front setback = 10 feet from any public street right-of-way. Minimum off-street parking/loading setback side and rear setbacks = no off=street parking or loading space shall be located closer than 20 feet to the district boundary. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on Existing Conditions Sheet PARKING Required parking: Hotel: 1 space per room. 122 rooms = 122 spaces Provided parking: Hotel: 122 spaces Loading Space: Area/Pull-up under canopy will serve as Loading Space TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Hotel 310 122 rooms 36 30 66 44 32 76 Total 66 76 Trip generation reflects AM and PM peak hour traffic. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER LAND USE SCHEDULE EXISTING Area % Ex. Buildings 4783 SF 1.7% Ex. Pavement 8503 SF 3.0% Open space 272,151 SF 95.3% Total= 285,437 SF (6.55 ac.) PROPOSED Area % New Building 15,394 SF 5.4% New Pavement 82,507 SF 28.9% New Sidewalk 16,947 SF 5.9% Open space 170,589 SF 59.8% Total= 285,437 SF (6.55 ac.) Total Impervious Area = 114,848 SF (40.2%) 0.08 Ac (3532 SF) of proposed area will be VDOT ROW dedication along RTE 250. WATERSHEDS This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100-year flood plain. FIRE CODE REQUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. CURRENT DEVELOPMENT ENGINEER ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION DATE 1 , 0 jus rN I4. HI P>0 ic. 41183 d'140 AT L — —— TREE PROTECTION 13E 100 i nnATlnt\l 1F �' F'�,MT DAM BREAK • • 30 •• •• Scale:• LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA=TOTAL AREA —ROW DEDICATION =285,437 SF — 3532 SF SITE AREA: 281,905 SF CANOPY REQUIRED=281,905 SF x 10% CANOPY REQUIRED: 28,191 SF CANOPY PROVIDED: 30,998 SF (ALL NEW CANOPY FROM LANDSCAPE SCHEDULE) INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO STREET 880 LF NEW STREET/40 = 22 X 2 (ON EACH SIDE) = 44 REQUIRED: 44 LARGE SHADE TREES PROVIDED: 44 LARGE SHADE TREES (13 STREET TREES ON 78-5A*, 31 ON THE REMAINING PARCELS) *ONLY ARB AND STREET REQUIRED LANDSCAPE IS SHOWN ON TMP 78-5A (WAWA PARCEL). FINAL LANDSCAPE DESIGN IS ON SDP201900013 WAWA AT PANTOPS. THE TREES AND SHRUBS SHOWN HEREIN MUST BE PLANTED BEFORE FIRST C/O IS ISSUED. PARKING LANDSCAPE (32.7.9.6): 10% OF PARKING PAVED AREA. 51,663 SF X .10 = 5,166 SF REQUIRED: 5,166 SF CANOPY PROVIDED: 6,930 SF CANOPY LARGE SHADE TREES (2.5" CAL.) 122 PARKING SPACES (122 / 10 = 12.2) REQUIRED: 13 LARGE SHADE TREES PROVIDED: 23 TREES. MIX OF (11) LARGE SHADE, (8) MEDIUM SHADE, & (4) ORNAMENTAL TREES SCREENING PROVIDED FOR DUMPSTER ENCLOSURE: 13 EVERGREEN SHRUBS & 2 EVERGREEN TREES ENTRY CORRIDOR: LARGE SHADE STREE (2.5" CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.). 300 LF OF STREETSCAPE/35 = 9 REQUIRED: 9 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS PROVIDED: 9 LARGE SHADE TREES W/ 10 ORNAMENTALS. L W ARIABLE H ACSA UTIL. ESMT REVISED TMP 78- 5E 1.11 AC TEMP. CONSTRUCTION ESMT DB 5147 PG 228 -5C I T O' Y - L -L I G 2 8 I I SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds at 30 Ib/ac each: 0 Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). MAINTENANCE: • LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1 /3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. 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. 4. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Perimeter parking lot trees to be 2.5" caliper. 7. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. PROPOSED LANDSCAPE SCHEDULE PARCELS 5B, 5E, & 58G1 Plant Minimum Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Fagus grandifolia American Beech 2.5 1 20 227 227 Large Deciduous Tree Quercus phellos Willow Oak 2.5" 10 20 370 3700 Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 3.5" 8 37 387 3096 �+ Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 16 35 570 9120 0Large Deciduous Tree Ulmus americana cvs. American Elm'Valley Forge' 2.5 15 25 397 5955 Medium Deciduous Tree Carpinus betulus European Hornbeam 1.5" 9 17 249 2241 Broadleaved Evergreen Ilex Opoca American Holly 1.5" 5 14.5 118 590 Allegheny Ornamental Tree Amelanchier Laevis Serviceberry 1" 7 19 130 910 'Majestic' Small Ornamental Cornus Florida Flowering Dogwood 1" 11 17 124 1364 Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris 2' Ht. 37 5 14 518 �y Broadleaved Evergreen Ilex cornuto "Bufordii" Burford Holly 2' Ht. 37 10 57 2109 Shrub Broadleaved Evergreen Myrica penslyvanica Northern Bayberry 2' Ht. 40 _[D 3 0 0 Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 37 6 24 888 Shrub Broadleaved Evergreen Berberis julianae Wintergreen 2 Ht. E 6 14 280 Shrub Barberry Low Maintenance Ground Southeast Native 150 LB/AC Cover 1 Grass Seed Mix TOTAL SF: 30998 PROPOSED LANDSCAPE SCHEDULE FOR TMP 78-5A Plant Planting Type g yp Botanical Name Abbrev. Common Minimum Quantity y Total Height(ft) Canopy Total Canopy Symbol Name Cal./Height SF in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 1 20 370 370 ylly Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 6 35 570 3420 Large Deciduous Tree Ulmus americana cvs. 'Valley Forge' American Elm 2.5 6 25 397 2382 0 Broadleaved Evergreen Rhododendron RC Rhododendron 2 Ht. 56 3 0 0 Shrub catowbiense Catawba Y Broadleaved Evergreen Morella ensylvanica p MP Northern 2' Ht. 51 6 24 1224 Shrub Bayberry Y Broadleaved Evergreen Ilex glabra IG Inkberry Holly 2' Ht. 48 6 24 1152 Shrub 0 Broadleaved Evergreen Pieris floribunda PF Mountain 2' Ht. 56 6 24 1344 Shrub Fetterbush Broadleaved Evergreen Morello cerifera MC Wax Myrtle 2' Ht. 61 6 24 1464 Shrub TOTAL SF: 11356 0I LJ I I 77 I I RIP RAP 0 0 . 4.7 + 3. « 2. 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RV2x 2 \ M N, .0.4 0.5 +0. 9 + .1 +1 +1.4 +1.5 1.5 +1,7 / M \ �0 + 0.3 0.5 + 0.6 + 0. + 1.1 + 1.4 + \ \ \ \ . 0. , 0.4 + 0. 0.5 + 0.6 . 0.8 + 1. 1. - + 2.1 + 1.7 + 1 r r �\ r \ \ � \ ,0. +0.3 ,0.4 +0.5 +0.6 +0.9 1.4 , .4 . +1.., 40.5 \ r r r \ \ 3 + 0.3 + 0.3 + 0.4 . 0.5 7 + 0.9 + 0.7a + ./0.4 + `1 r \ \ .2 . 0.2 . 0.2 . 0.3 , 0.3 . 0.4 0.� ,. 0. . 0.2 \ \ \ 0.1 . 0.2 . 0.2 « 0.2 . .2 � i 0.2 /0.1 \ \ O +0.1 +0.1 +0.1 GOi1 +0/ / 0. 1 9 \ 0.1 /+ 0.1 0.1 / \ / 1 + 0/1 + 0 .a Schedule Catalog Number Light Loss Symbol Label Quantity Manufacturer Number Description Lamp Lamps Filename Wattage Factor CLED 6 SECURITY CLED-HL-7- CEILING MOUNTED LIGHT LED 1 Whiteway CLED 120 1 LIGHTING UNV-S-5-WH (UNDER PORTE COCHERE) PC Ceiling ❑ Fixtures TRV2 3 BEACON TRVD-24NB- WALL MOUNTED LIGHT LED 1 Traverse 136 1 55-5K-2X2- (ON BUILDING FACADE) Downlight UNV BBT LED -spec -sheet STEALTH SINGLE:2 PQL L-STL-150- POLE MOUNTED LIGHT LED 1 83971_TDS 147 * 2 1 4 DOUBLE: 2 5000K-MV- (IN PARKING LOT) LUXEON 3030 Stealth Pole TRIPLE:3 D YY-ZZ-3 2D DRIVEN BY Fixture SOSEN 22-150E-59B RAB 6 RAB ALED-5T- POLE MOUNTED LIGHT LED 1 26 1 26-K (NEAR BUILDING) STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 3.16 fc 20.4 fc 0.1 fc N / A N / A NOTE: 1.1 0.7 112 0.8 y0.6 «0.7�05 0.6 .4 REVISED TMP 78-5A 1.78 AC / t PANTOPS CORNER WAY VARIABLE WIDTH ® PRIVATEROAD DEVISED TMP 7-5E 1.11 AC - , **C�WHITEWAV SECURITY C L E D LIGHTING" Surface Mount Canopy / \ • Stylish vertically finned die-cast heatsink • Designed for optimal thermal transfer and easy installation ®, • Made from low -copper marine -grade cast aluminum �� • Optical assembly designed to exceed IP66 design standards allowing for light hose -down cleaning ��, • Thermal frame technology provides state-of-the-art passive cooling in the most demanding environments • 73 CRI standard R, a L „1I CLED HL =7 UNV = =5 WH MP SERIES OUTPUT DRIVE CURRENT MOUNTING CCT COLOR OPTIONSIRETROFIT ACCESSORIES CLED LED surface LW 33 Watts 7 700 mA S Surface 5 5100K WH White CLRT1 Surface mounted retrofit for mount fixture ILL.66 Watts Mount' 4 4000K4 DB Dark Whteway Vision, Riviera II, Thunderbird, 21" housing3 HL 120 Watts 3 3500K4 Bronze CLRT2 Surface mounted retrofit for CC Custom l LSI Masters/Dakota, 23" housing3 CLRT3 Surface mounted retrofit for VOLTAGE MOUNTING PLATE Jet Philips Houstonian SHO/RHO, 22" housings UNV 120-277 MP Mounting Plate CLEDSJK Stem and Junction Box CLED18CP Retrofit kit for Whiteway Civic, LSI Richmond CLEDMP CLED No Top Access Plate Notes: CLEDENCP Cover plate for LSI Enoore3 ' 3/4" Conduit hub for pendand mount OCc4 Occ sensor 3 13" x 13" Me M t 'd d f' C h' 804 80 CRI 1. All pole mount fixtures shall be mounted at a total height from finished grade which includes the pole base, unless noted. Mounting Heights (MH) are shown on the plan. 2. 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. 3. Canopy lights to be inset in canopy to provide full -cut off condition. 4. All fixtures to have a black finish. The Canopy Mount fixture (A) finish color may vary with color of canopy ceiling. on sr a em nslon o exia mg ousmg " Contact factory for lead time ExampleOrdering Recessed Single Skin/Open Top Canoov Surface Mount Retrofit Recessed Double Skin/Enclosed Soffit 1. CLED-HL-7-UNV-S-5-WH 1. CLED-HL-7-UNV-S-5-WH 1. CLED-HL-7-UNV-S-5-WH 2. CLRT1 2. CLEDMP Web: wwwsecurit tintinn.com c HUBBELL 2100 Golf Road, Suite 460, Rolling Meadows, IL 60008-4704 Lighting Phone: 1-800-LIGHT 1T,1-800-544-4848, Fax: 847-279-0642 Copyright 02016 Security Lighting, a division of Hubbell Lighting, Inc. All Rights Reserved. • Specifications subject to change without notice. • Printed in U.S.A. • SLOO86 02117 CANOPY MOUNTED (GEED FIXTURE) DETAIL Not To Scale TRAVERSE Cat.Cob# Type SERIES SURFACE/CEILING/GARAGE SPECIFICATIONS Intended Use: Controls/Options: The Traverse luminaire is a wall surface • Traverse is available with an optional passive mounted luminaire with a field replaceable LED infrared (PIR) motion sensor capable of light engine & optical bezel system. Internal detecting motion 360° around the components are totally enclosed in rain -tight luminaire. When no motion is detected and corrosion -resistant die cast aluminum for the specified time, the Motion Response housing. The TRV Luminaire is suitable for wet system reduces the wattage down locations. to a factory preset level, reducing light level accordingly. When motion is detected, Construction: the luminaire returns to full wattage and • Traverse luminaire consists of a die cast full light output. Please contact Beacon aluminum two-piece housing. Products if project requirements vary • Die cast main (thermal) housing provides from the standard configurations direct heat exchange between the LED light • Available with Energeni for optional set engine and the cool outdoor air by drawing dimming with simple delay, or timed dimming heat through integral heat channels and out based on time of night to the sculptured and functional luminaire (see Energeni product page for more details surface. www.beatonorodaote.o.W,,odaoWenemenl • LED drivers are thermally isolated from the • In addition, Traverse can be specked with main housing, mechanically attached and SiteSyncT01 wireless control system heat sinked to the rear housing. for reduction in energy and maintenance cost • Main housing is designed with heat dissipat while optimizing light quality 24/7. See ing fins for LED thermal management without ordering information or visit: the use of metallic screens, cages, or fans. -.hubbeilliahtina.com/sitesync/ • Shape of the main housing is designed to for more details prevent debris accumulation and as a bird nesting deterrent. The back and Installation: main housings are designed to hinge open • Rear housing (back plate) is designed with for easy mounting and easy access. various bolt patterns for direct wall mounting or mounting to a recessed 4" junction box. LED/Optics: ' Rear housing has three integral 3/4" NPT • Optical one piece cartridge system power feed locations (bottom and consisting of an LED engine, LED lamps, each side for surface mounted conduit optics, gasket and stainless steel bezel. P � applications. • Cartridge is held together with internal brass •After mounting the rear housing to the wall or standoffs soldered to the board so that it junction box, the main housing is designed to can be field replaced as a one piece optical hang and hinge closed after connecting the system. male and female quick connectors. • A two-piece die cut silicone and polycarbon • Mounting design permits a simple retrofit ate foam gasket ensures a weather-proof 9 P to existing wall luminaires that utilize surface seal around each individual LED and allows mount or recessed junction boxes. the Traverse luminaire to be rated for high-pressure hose down applications. PP Finish: • Optical cartridge is secured to the extruded ' IFS polyester powder -coat - housing with fasteners and a heat pad to statically applied and thermocureocured. ensure thermal conductivity. • IFS finish consists of a five stage • Optics are held in place without the use of iron phosphate chemical pretreatment adhesives and the complete assembly is regimen with a polymer primer sealer, gasketed for high pressure hose oven dry off, and top coated with down cleaning. a thermoset super TGIC polyester • Cartridge assembly is available in various powder coat finish. lighting distributions using TIR designed • The finish meets the AAMA 605.2 perfor acrylic optical lenses over each LED. mance specification which includes passing a 3000 hour salt spray test for Electrical: corrosion resistance and resists cracking or • 100V through 277V, 50 Hz to 60 Hz (UNV). loss of adhesion per ASTM D522 • Power factor is min 0.92 at full load. and reu resists surface impacts off up to 160 • All electrical components are rated at 50,000 inch -pounds. hours at full load and 40°C ambient conditions per MIL-217F Notice 2. Listings: • Optional 0 to 10 volt dimming drivers are • The luminaire shall bear a CSA label and be available upon request. marked suitable for wet locations (standard). • Component -to -component wiring within the • This product is approved by the Florida Fish luminaire may carry no more than 80% of and Wildlife Conservation Commission. rated load and is listed by UL for use at Separate spec available at: 600VAC at 50*C or higher. • Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. 15A rating applies Warranty: to primary (AC) side only. Frye year IimRed warranty for more infomtaticn visit: ==htina.com/resources/warranty • Surge protection - 20KA com/resources/warranty CERTIFICATIONS/LISTINGS s- q" c us '3000K and warmer CCTe only Wd • • 30 •• •• REVISED TMP ® BEACON Approvals PRODUCT IMAGE(S) Shown with SiteSync*"' DIMENSIONS 12 1/2"° Side View �14" Front View Top View Bottom View Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 ` HUBBELL ��p�/�/ NN Due to our continued efforts to improve our products, product specifications are subject to change without notice. euw Lighting a.,ivn.>.,r.,1A"�..•.m�.i.sv 02016 BEACON PRODUCTS, All Right Reserved- For more information visit our website: WWWbeaxiolmoducts.com •Primed in USA TRV-SPEC 11/16 e ORDERING INFORMATION ORDERING EXAMPLE:TRV-D/60NB-136/5K/T5R/UNV/GENIXX/PEC/BBT TRV-J 24NB-55 5K 2X2 UN ® I r t• r• I TRV-D Traverse Down 24NB-27 27 Watts - LED 3K 3000K T2 Type II Light array 4K 4000K T3 Type III TRV-U' Traverse Up 24NB-55 55 Watts -LED SK 5000K Light (lens req.) allay T4 Type N 36NB-80 80 Watts - LED T5R Type V, rectan- array gular 48NB-110 110 Watts - LED 2X2 Narrow spot array flood 6ONB-136 136 Watts - LED 5X5 Medium flood army t ' UNV 120-277V 347 347V 480 480V v r •t f' r GENI-XXO Energeni SWP7A SiteSync Wire- less Pre -Com- mission SWPM7AM SiteSync Wire- less Pre -Com- mission w/ Occupancy Sensor t• t• I MOB3.5.70 Occupancy Sensor (33% or 50% dimming) \ U JU HIMP \ O BBT BBT basic black textured BMT black matte textured WHT white textured MBT metallic bronze textured BZT bronze textured DBT dark bronze textured GYS gray smooth DIPS dark platinum smooth GNT green textured MST metallic silver textured MTT metallic titanium textured OWI old word iron RAL y• a PEC Photocell, button 2PR°3.10 Dual power feed 'Ind-useonly BPC4 Cold weather battery ' Not available on 241113.27 'Not available ® 347V or 480V input pack 136NB-80 only, not available with SWP or SWPM control options ' Not available on 48NB-1 10 or 6ONB-136 ° When ordering Energeni, specify the routine seeing code (example GENI-04). See Energeni brochure and instructions for setting table and options. Not available with sensor options. ' Not available with other control or sensor options. PEC is available with MOB and OCS. Accessories and Services (Ordered Separately) 'Specify group and zone. See SiteSync product page www.hubbelllighfing.cam/wmrols/sitesync for more details. 'Specify time delay; dimming level and mounting height. Catalog Number Description Not available with SWP or SWPM control eD lions. this roduct is a roved b the Florida Fsh and Wildlife Canse-1, Commission. Se rate eC available ab hno/p/ctln beaconorotlucts com/contenVorotlucis/soecs/soecs fles/rraverse LED Wprtle soec sheet odf SWUSB* SiteSync loaded on USB flash drive (Windows based only) SWTAB* SiteSync Windows Tablet SWBRG' SiteSync Wireless Bridge Node PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When orderinga fixture with the Sire nc lighting SY 9 9 Conhol option, atltlifionm information will be required to com lets the ortler. The Sites c Commissioning Form P q P Yn 9 • Wh n ordering with it n n f the following i d tin m t b h n n ordered e ome S eS c one o einterface o o s us e chosen and o de ed 9 Y P or attemate schedule information must be completed. This farm includes Project location, Group information, and separately. Each option contains the SiteSync License, GUI and Bridge Node. Operating schedules. For more detailed information lease visit wwwhubbellliahfnacom/oraducWsitesvnG or Pe 9 P +If needed an additional Bridge Node can be ordered. g contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with occupancy sensor (SWPM) require the mounting height of the fixture for selection of the lens. Examples: TRV/24NB-55/5K/t3NNV/SWP/DBT SiteSync only TRV/24NB-55/5K/r3NNV/SWPM-20F/DBT SiteSync with occupancy Sensor MOB ORDERING INFORMATION: When ordering a fixture with a dimming occupancy sensor option (MOB), please specify the appropriate information. These settings are specified in the ordering as shown in the example below. TRW24NB-55/5Krr3NNV/MOB - 1 to 3300 min. - 33 %% or 50%- / DBT J?? I I I High to Dim Delay Low Level Mounting Height (f.) .......y.. nc N Sites SiteSync Lighting Control is available from our most popular brands in a broad range of award -winning product families. ODBeaconProducts • 2041 581 Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL N Due to our continued efforts to improve our products, product specifications are subject to change without notice. --- Lighting o�ovv 012015 BEACON PRODUCTS, NI Rights Reserved- For more information visit our wehsite: winclaamnproducts.com •Primed in USA TRV-SPEC 11/16 eE WALL MOUNTED (TRV2 FIXTURE) DETAIL Not To Scale a M DM qD T..q xq ELECTRICAL o Wattage 147W -�-� r Voltage 120 27N Current 1.233A Power Factor 0.9 Total Harmonic Distortion (THD) 14.2 Item#: 83971 LIGHTING PERFORMANCE LED STEALTHTm FIXTURE Lumens 20723 OUTDOOR POLE/ARM-MOUNTED AREA AND Lumens Per Waft(urim 141 ROADWAY LUMINAIRES • ARCHITECTURAL FLOOD Color 50 AND SPOT LUMINAIRES Rendering (c ii) Color Rendering (cRl) 84 4 R9 (Red Value) N/A R13 (Skin Tones) N/A FEATURES Beam Angle Type III M Engineered for high lumen per watt light output. Light Distribution Type IV, Short • Slim and modern appearance. Integrated heat sink, provides excellent thermal Dimmable Lighting Control Pupre�Ia 0-10VV, Range1 10%-00% dissipation. Surge protection device. ENVIRONMENT • Easy 1 person installation with our quick mount bracket Operating Temperature -40q -131•F and hinged door frame; installer can be hands free when Suitable Location WET establishing electrical connections, Ingress Protection Rating IP66 APPLICATION LIFESPAN Parking lot, street and building perimeter lighting. Can be Average Life (Hours) 50,000 used as flood or area light. Warranty (years) 5 COMPONENTS LED Light Source Luxeon 3030 2D Driver Sosen SS-150E-58B CONSTRUCTION Housing Aluminum Lens PC Base / Power Supply Hard Wire / Surge Protector Finish Bronze Effective Projected Area (EPA) 0.23 ft2 Wind Shear Rating 116.8 mph QUALIFICATIONS Model Number L-STL-150-5000K-MV-D-YY-ZZ-3 rRfpoHS iant Visit www.designlights.org/search to confirm qualification. • Published lumens on LED products are approximate and may vary slightly. PREMIUM QUALITY LIGHTING®• www.PGLighting.com Specifications are subject to change without notice. Photos and line © P.Q.L., Inc. • 2285 Ward Avenue • Simi valley, CA 93065.800.323.8107 -Fax: 877.619.7053 drawings may not be to scale and are for general reference only. y 06/2019 POLE MOUNTED (STEALTH FIXTURE) DETAIL Not To Scale SSS-S SERIES Gat." SPRUILGING Job Type L I G H T I N G POLES Approvals SQUARE STRAIGHT STEEL MPUCA17ONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTMN • SHAFr: One-piece straight steel with square cross section, flat sides and minimum 0.238" radius on all comers; Minimum yield of 46,000 psi (ASTM-A500, Grade B); Longitudinal weld seam to appear flush with shaft side wall; Steel base plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000 psi (ASTM A36) • BASE COVER: Two-piece square aluminum base cover included standard • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post -top configurations also available • HAND HOLE: Rectangular 3x5 steel hand hole frame (2.38" x 4.38" opening); Mounting provisions for grounding lug located behind gasketed cover • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi (ASTM F1554). overall Galvanized hardware with two washers and two nuts per bolt for leveling Height 10'-40' FINISH • Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness • Powder paint prime applied over "white metal" steel substrate cleaned via mechanical shot blast method • Decorative finish coat available in seven standard colors; Custom colors available; RAL number preferable; Internal protective coating available 18" POLE CAP TENON BASE COVER BASE DETAIL Anchor Bolt Hex Nut Flat Washer il BOIL Square (outer) Base Plate o- Wt Square(inner) Bolt Projection Wit c rde (o-,) Flat Washer Hex Nut- no ' so � 0 Groutwith drain/ _= BoltCmle(h-) III Optional Engineering of Teo• I, �,.I Level Foundation footing by others ORDERING INFORMATION Reference page 2 for available configurations ORDERING EXAMPLE: SSS-S - 25 - 40 - A/B/C - 2L - S2 - DB - LIL mkmm met= IcIzIial® MCI= 019==MMWIIE SSS-S Square Straight Reference page 2 Reference page 2 Reference 1 Single arm mount S2 Spaulding DB Dark Bronze HSC Internal Coating Steel Pole Ordering matrix Ordering matrix page 2 #2 (Hubbell Seal) Spaulding Ordering matrix 2 Two fixtures at 180° 2 bolt 3.5" BL Black 21. Two fixtures at 90' pattern WH White GFI' 20 Amp GFCI Receptacle and 3T Three fixtures at 90° PD1 _, GR Gray Cover 4 Four fixtures at 90' P k s PS Platinum Silver EHH° Extra Handhole � e TA Tenon (2.375" OD) B75 _i RD Red 005' .5" Coupling premium TB Tenon (2.875" OD) i COT .75" Coupling MOUNTING ORIENTATION C01of) Denotes handhole location TC Tenon (3.5" OD) odu'ii o wa 020' 2" Coupling n Holes FG Forest Green 1 2 2L 3T n TR' Removable Tenon (premium MPB' Mitl-pole Luminaire »2 BNILL PATTERN color �� IL�`IILJ LJIL�JILJ (2.375 x 4.25) ) Bracket OT Open Top (includes CC Custom Color VM2 2nd mode vibra- pole cap) tion damper LAB Less Anchor Bolts ACCESSORIES -Order Separately UL UL Certified 1 • 1 Removable tenon used in conjunction with We arm mounting. First specify desired arm VM1' 1st mode vibration damper configuration followed by the "TR" notation. Example: SSSS25.40-A-142-Ta-W 2 Specity option lmation using logic found on page 2 (Option OrlentaVen) 41112SXX 2nd mode vibration dam er 3 VMt recommended on poles 20' and taller with EPA of less than 1. Spaulding Lighting• 701 Millennium Boulevard • Greenville SC 29607 • Phone: 864-678-1000 P 9 ®N BBELL L I G H _DING u Due to our continued efforts to improve our roducts product specifications are subject to change without notice. Lighting H i I N P products. P 1 9 9 9 L G G ® 2015 SPAULDING LIGHTING, All AightS fleservetl •Far more information visit Our website: www.spaultlingligming.com •Printed in USA $$S-S POLES -SPEC 6/77 ALED5T26K High output LED pole top area light with IES type V circular distribution. Wide and uniform 360 degree pattern ideal for large outdoor areas such as parking lots, corporate parks, and retail settings. Color: Black Weight: 21.8 Ibs Technical Specifications 1992 Project: T p Prepared By: Date: Driver Info LED Info SNOW FENCE FENCING AND ARMORING 3.38 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. Type Constant Current Watts 26W 120V 0.30A Color Temp 5000K (Cool) �( S H R U B PLANTING SECTION 208V 0.17A Color Accuracy 72 CRI 240V 0.15A L70Lifespan 100,000 I 00 I C1 o Not To Scale 277V 0.13A Lumens 3,022 Input Watts 27.10W Efficacy 111.5 LPW Efficiency 96% BOARD FENCE W TOO duo Listings Color Uniformity: Lens: UL Listed: RAB's range of Correlated Color Temperature Clear tempered glass lens Suitable for wet locations follows the guidelines of the American National Reflector: Standard for Specifications for the Chromaticity IESNA LM-79 & IESNA LM-80 Testing: of Solid State Lighting (SSL) Products, ANSI Specular vacuum -metallized polycarbonate, Type C78.377-2017. V distribution RAB LED luminaires and LED components have been tested by an independent laboratory in Construction Gaskets: accordance with IESNA LM-79 and LM-80. Cold Weather Starting: High -temperature silicone DLC Listed: Minimum starting temperature is -40°C (-40°F) Finish: This product is on the Design Lights Consortium Maximum Ambient Temperature: Formulated for high durability and long-lasting 9 y g- g (DLC) Qualified Products List and is eligible for color rebates from DLC Member Utilities. DLC Product Suitable for use in 40°C (104°F) Code: P38EH342 Green Technology: Effective Projected Area: LED Characteristics Mercury and UV free. RoHS-compliant EPA = 1.2 components. LEDs: Thermal Management: Other High -output, long -life LEDs Superior thermal management with external air- _ Equivalency: Lifespan: flow fins 100,000-hour LED lifespan based on IES LM-80 Housing: Equivalent to 125W Pulse Start Metal Halide results and TM-21 calculations Precision die-cast aluminum, Type V distribution Color Consistency: Support Arms: 7-step MacAdam Ellipse binning to achieve Extruded aluminum consistent fixture -to -fixture color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5- year period Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice POLE MOUNTED (RAB F XTURE) DETAIL Not To Scale ORDERING INFORMATION Cont" Kim, :'aTr'a��d'���5'3 �7����■�]� 7■®mil �e����l�:��ta�s��:slsr�s��?�sr�sr■�s�s■���r NOTE Factory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use tactory supplied template and anchor bolts. EHH - EXTRA C05 - C07 - C20 - VMI - VIBRATION DAMPER VM2 - VIBRATION DAMPER VM2SXX - VIBRATION DAMPER HANDHOLE COUPLING IST MODE 2ND MODE 2ND MODE �VM, � 2' -11.5 NPSM Threads yV12SOB - B' Pole VM2S72-12' 3l4' - 14 NPSM Threads VM2S16 -16' 1/2' - 14 NPSM Threads V142S20 - 20' VM2S24 - 24' Provision for Grounding Field Installed Pole Top damper designed Factory installed, internal damper designed Field installed, internal damper designed to to reduce pole top deflection or sway. VM1 to alter pole resonance to reduce movement alter pole resonance to reduce movement is recommended for pole systems 20' and and material fatigue caused by 2nd mode and material fatigue caused by 2nd mode taller with a total EPA of 1.0 or less. vibration. vibration. GFI - 20 AMP GFCI MPB - MID POLE BRACKET OPTION ORIENTATION RECEPTACLE & COVER square sleet vole Follow the logic below when ordering location specific \y squara steal Pd, options. For each option, include its orientation (in degrees) y and its For (in feet). Example: Option C07 should be standard hand ordered as: SSS-S-20-40-A-TA-DB-007-0-15 hole frame Aftwhment stub 5' long welded 10 Pole (.5" coupling on the handhole/arm side of pole, 15 feet up Adapter plate from the pole base) 1' spacing required between option. Gaaxel\ \ �" Pipe tenon / consult facto for other configurations. y 4.zs'tall /\ factory 9 20 AMP GFCI � \ (7 / /7 quare(inner) y� iiftllCird.0­0 quare (inner) Wet Locations IIII "",,,""„ In -use Cover Bolt Circle (outer) II5rm,3' Sq. x 3.5" long 270•hips separately 1 b' For more information about pole vibration and vibration dampers, please consult hnD�/ledn soauld'nal'ahtina com/contem/DroducWllterature/I'teratum files/Pole Wind Induced Fiver HL01D022 odf Due to our continued efforts to improve our products, product specifications are subject to change without notice. Spaulding Lighting • 701 Millennium Boulevard • Greenville SC 29607 • Phone: 864-678-1000 (� L I G H LGING P r 9 0 Lighting L I c x T I N c Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 0 2015 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spauldinglighfing.aom • Prnted in USA SSS•S POLES -SPEC 6/17 POLE MOUNTING DETAIL Page 1 of 3 CORD FENCE Mti't11Mlw �- PLASTIC FENCE CORRECT METHODS OF TREE FENCING M'- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Er Trees to be saved; Ef Limits of clearing (outside dripline of trees to be saved); (_Location and type of protective fencing; Grade changes requiring tree wells or walls; Gr Proposed trenching for tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. PmCon�stru tion Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment O eration and Storage - Heavy equipment, vehicular traffic and storage ofconstruction materials including soil shall not be permitted within the driplines of to be saved. 5. So' Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fi"r ss L'f Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. To�c-Matterriials: Toxic materials shall. not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 64 Trees to be retained 'within 40 feet of a proposed building or grading activity shall be protected by fencing. 2f Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells., When U When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. TT _W� ails: Ed When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cl�nti :: Protective fencing shall be the last items removed during the final cleanup. 13. Domazed Trees: Damaged trees shall Ibe treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Lo zo Caq L�/ c a NER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) CIL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL �3X WIDEST DIMENSION OF ROOT BALL -I TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. CL �3X ROOTBALL DIAMETER DIM. FINISHED GRADE EXISTING GRADE Jus IN HTMP >� ic, N�k) 4. 183 p SIGNAL Not To Scale 5/1/06 Page 1 of 1 TREE PLANTING DETAIL Not To Scale