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HomeMy WebLinkAboutSDP201700046 Plan - Approved Initial Site Plan 2017-10-06INITIAL SITE PLAN FOR N OLL1�M EAD TOWN CE'NTEI� h OTEL LEG EN D EXIST NEW DESCRIPTION 16" TC x 125 TC TOP OF CURB ELEVATION 16, x 125 SPOT ELEVATION ^"+ 1 � T �d 5 x 12 TW TOP OF WALL EL EVATION 165Ir3V1 x 125BW BOTTOM OF WALL ELEVATION BENCHM ARK fm�=_ �� STORM SEWER --�--�--- � - RD ROOF DRAIN �����»�---' �-- � SEWER LINE .---.-.._N_-___-.. w WATER LINE GAS GAS GAS LINE ��---`••`-`�' C�, `-~-~�'~ OHE OVERHEAD ELECTRIC WIRE urn UGE UNDERGROUND ELECTRIC ---- -C311T OHr OVERHEAD TELEPHONE LINE user ucr UNDERGROUND TELEPHONE LINE DRA IN INLET (DI) �y 4", k O STORM/SANITARY MANHOLE C I PLUG Fle ® V WATER VALVE &BOX 1� -i- FIRE HYDRANT A wM ® WATER METER 0-0 LIGHT POLE --�%_ -i- UTILITY POLE --mo►- DRAINAGE DIRECTION . PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE o BUILDING SETBACK �� PARKING SETBACK �"'�"��'-�-' --- SANITARY EASEMENT -•-*-*-'-'- GAS LINE EASEMENT �� GRADING EASEMENT DRAINAGE EASEMENT . UTILITY EASEMENT - . - WATER EASEMENT _-•_--_--�-�--- ACCESS EASEMENT STORM DRAINAGE EASEMENT `1e"1V_~1` -�- 1_1 � TREE LINE �- FENCE __� � STREAM 312 12 INTERVAL CONTOUR ;1t1 0o INDEX CONTOUR CG-�2 cG-2 STANDARD 6" CURB CC__18 cG-6 COMBINATION 6" CURB & GUTTER e . CONCRETE PAVEMENT /SIDEWALK -� RIPRAP AS PHALT ". w ` . W W Y Y GRASS EC-2 MATTING EC-3 MATTING "....�..o,.. ...._._..._ WETLAND io io PARKING COUNT 11 CROSSWALK ,'/'///,fj/����� HANDICAP ACCESSIBLE AISLE � CG-12 0 ��, HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TAX MAP 03 2 00-00-00-04 I D 5 RIO DISTRICT, ALBEMARLE CO�JNTY, VIRGINIA VICINITY MAP SCALE:1��_i,o�oo� ................................................ '. r .Pf Ste-. �' �... 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' 4 ,:: . ; :: �ti -�h �`s`a2 a .,' ..� r i ,, yl'' a �, ;. , :. .: .; IMAGE PPOVI�ED BY GOOGIE MAPS SHEET INDEX C I - COVER SHEET C2 - EXISTING CONDITIONS C3 - SITE DEVELOPMENT PLAN C4 - UTILITY PLAN � GRACING PLAN C5 - LANDSCAPING PLAN C6 - LIGHTING PLAN PROPOSED USE Hotel DEV L PER OWNER / E Q HTC Hotel LLC 8901 Brook Road Glen Allen, VA 23060 ZONING PD-MC: Planned Development - Mixed Commercial Subject to Proffers, Application Plan, and Code of Development PAR EL N TE C O This Parcel Lies in the Entrance Corridor EC and Air ort ( ) P Impact (AI) Overlay District. F TLE SOURCE O TI D.B. 2904, PG. 065 MAGISTERIAL DISTRICT Rio SOURCE OF BOUNDARY & TO�Q Source of Boundary Survey: Field Survey by Roger Ray and Associates on January 12, 2017. - Source of Topography: 2' contours field run by Roger Ray and Associates on June 25, 2015. Survey Updated by Roger Ray and Associates on February 4, 2016 and January 12, 2017. Benchmark and Datum: NAVD88, Site Benchmark: Sanitary Manhole Top at Northeastern Corner of Parcel Elev = 549,35' EXISTING USE Vacant Lot WATERSHEDS This site lies within the Powell Creek Watershed and does not Drain to a Public Water Supply Reservoir. FLOOD ZON E According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property does not lie in a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DIRINKING WATER ACT). NOTE: 1. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. STEEP SLOPES o Sheet C3. ' e are shown n Mana ed slo es on this sit 9 P IL DIN HEIG HT B G U Maximum Height: 65 Feet SETBACKS As Per PD-MC Code of Development PARKING SCHEDULE Required: 1 Space per Hotel Room 86 Rooms x 1 Space/Room = 86 Spaces Total Required Parking: 86 Spaces Includin 4 HC S aces ( 9 P ) Tota S aces Provided: 81 S aces P P (4 HC Spaces) NT DE RE U IR EME FI RE CO Q Knox Box Re uired Contact Albemarle Count Fire Marshal Office For Location. q � Y IMPERVIOUS AREA SCHEDULE EXISTING Area % Impervious 21,894 SF 25.6% Open space 63,886 SF 74.4% Total= 85,780 SF (1.97 ac.) PROPOSED Area % New Building 15,560 SF 18.1 % New Road/Sidewalk 42,580 SF 49.6% Open Space 27,640 SF 32.2% ,,. Total= 85,780 SF (1.97 ac.) Total Impervious Area = 58,140 SF (,67.8% TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Hotel 310 86 rooms 27 23 50 30 22 52 Total 27 11 50 30 22 52 MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 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REGIONAL STORM WATER MANAGEMENT POND -tj �l _p :-1 LEI Lp, 7P .,--L PLI 00 ,�NLTH q 'o '� Y, 0 U JUSTI J�Hlmp 51.83 06"SIOINAL 20 0 20 40 60 WAR -0 0 m ��LrrH O", 0� O� v JUST HHVIP Lic. . 451.8 3 `rsI�NAL �� 20 0 20 40 60 %W m = - i Scale: 1 "=20' BRICK & S7LV i 8111L.!JIiFtG it�RGET} ! ! 20 40 64 PROPOSED LANDSCAPE SCHEDULE Plant Symbol PlantingType yp Botanical Name Common Name Min. Cal./Heig Quantit Canop SF Total Canop Plan ht y y s y F Reference • Large Deciduous Tree Quercus phellos Willow Oak 2.5" 6 419 2514 • Large Deciduous Tree Ulmus parvifolia 'Allee' Allee Elm 3.5" 9 366 3294 Ornamental Tree Cercis reniformis Oklahoma Oklahoma RedBud 6'-7' 10 77 770 Broadleaved Evergreen Shrub Ilex x meserveae "Blue Bllue Princess Holly 24" Ht. 9 23 207 Princess" Broadleaved Evergreen Viburnum pragense "Decker" Prague Viburnum „ 24 Ht. 20 44 880 Shrub Deciduous Shrub Itea virginica 'Henry's Virgiinia Sweetspire 24„Ht. 0 10 0 Garnet BroadleaShved Ilex glabra "Nigro" "Ni(gra" In berry 24" Ht. 11 23 253 SDP2003-81 aubEvergreen Evergreen Shrub Abelia x grandiflora „ ,� Compacta Compact Gloss p y Abelia „ 24 Ht. 41 14 574 Perennial Lavandula x Lavender 24-30" Ht. 109 intermedia 'grosso' Perennial Pennisetum alopescuriodes Fountain Grass 3—gal 33 Perennial Liriope muscari 'Spicata' Creeping Lilyturf 1—gal 200 TOTAL SF: 8492 Note: 1. Includes all plants to be provided by this plan. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All new planting shown on the plan will be completed with the hotel project. LANDSCAPING REQUIRED: Street Trees: Large Shade Trees (3.5" Cal.) — at 35' O.C. 241' of Street Frontage = 7 Trees Flowering ornamental Tree interspersed Interior Roads: SP Condition 6e: — 40' O.C, as shown on Concept Plan Pedestrian Ways: Medium Trees (2.5" Cal.) — 25' O.C. to align walkways Parking Area: Large Shade Trees (2.5" Cal.) — 40' O.C. to align perimeter Large Shade Trees (2.5" Cal.) — 1 per 10 display spaces 81 Display Spaces — 8 Trees Screening Shrubs (30-36") — as necessary to minimize appearance of parking Site Requirement: 10% canopy required. Site area 85,811 SF x 10% = 81581 SF LANDSCAPING PROVIDED: Interior Roads: 8 Large Shade Trees provided as shown and 2 Flowering Ornamental Trees Pedestrian Ways: 2 Large Shade Trees and 2 Flowering Ornamental Trees along pedestrian walk Parking Area: 13 Large Shade Trees and 9 Flowering Ornamental Trees interspersed around parking lot Screening: Evergreen shrubs provided as buffer between Bojangles Existing Canopy: Pin Oak — Green Pillar was planted on the adjacent drive during the Bojangles construction. Canopy: Provided 8,492 SF + Existing 3,420 SF = 11,912 SF SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. �04 PLANTING PIT. PREPARED SOIL FOR SHRUBS LIW - - - �wAoqj Ise SOIL SURfACE ROUGHENED • BIND • SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE ��AL rH O 4 � v JUS SHIMP l,ic. o. 45 t 83 k�111S-�IONAL NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112 " SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND W� THOROUGHLY I REMOVE BURLAP FROM 4" COMPACTED EARTH o VF-13ERM TOP 1/3 OF ROOTBALL WA TERING BERM LO 3" TALL WATERING EXISTING GRADE FINISHED GRADE pQ PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, .:.: o PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP & III=III �_ STRING FROM TOP 1/3 OF ROOT BALL TWO TIMES UNDISTURBED S01 TREE PLANTING DETAIL SHRUB PLANTING DETAIL Not To Scale Not To Scale