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Home My WebLink AboutARB202100054 Plan - Submittal (First) 2021-05-06LEGEND EXISTING NEW DESCRIPTION INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL TAX MAP 78 PARCEL 73A7 ALBEMARLE COUNTY, VIRGINIA BENCHMARK VICINITY MAPSCALE: 1"=2000' OWNER/DEVELOPER EXISTING USE SITE PROPERTY LINE WS Four LLC Vacant land Darden .�� Towe Park - - - - ADJACENT PROPERTY LINE 3600 Pacific Avenue r� -------------- ------------- - VACATED PROPERTY LINE Virginia Beach, VA23451 PROPOSED USE BUILDING SETBACK ZONING 4-Story Hotel (122 rooms) a PARKING SETBACK PDMC - Planned Development Mixed Commercial BUILDING HEIGHT QD s ZMA199800020 (Pantops PD-MC) was approved on October21, 1998 <FONTANA o o04 � ACCESS EASEMENT ZMA200200008 (South Pantops Office) was approved on February 12, 2003 The maximum building height is 65 feet. c ASHCROFT 10 10 PARKING COUNT Pending ZMA202000013 to allow for hotel use LAND USE SCHEDULE 1.00' � DIMENIONS EC - Entrance Corridor Steep Slopes - Managed EXISTING Area % 150 :so � � ITE 8 N PaM°P�a S Building 0 SF 0.0% +� GRADING EASEMENT SETBACKS Pavement 0 SF 0.0% - - -310- - - 10 INDEX CONTOUR Front - Minimum: 5' from R.O.W. or edge of sidewalk (if outside R.O.W.) Sidewalk 0 SF 0.0% P CONTOUR Front - Maximum: None Impervious Area 0 SF 0.0% �10 1� INTERVAL Side - Minimum: 5' Open Space 117,045SF 100.0% p+�" R%' COTTAGES/ 311.5 0 10 SPOT Side -Maximum: None Total= 117,045SF (2.687AC) 4 JEFFERSON x 311.5 TC x x 5781 TOP OF CURB ELEVATION Rear - Minimum: 20' Rear - Maximum: None PROPOSED Area % T fir, �'6 s''s HTS.CONDOS , Building 12,901 SF 11.0% �,,� OVERLOOK 311.5 TW x 5%'v x TOP OF WALL ELEVATION MAGISTERIAL DISTRICT Pavement 40,783 SF 34.8% r' coNDos 311.5 BW x 5r eM BOTTOM OF WALL ELEVATION Rivanna Sidewalk 5,475 SF 4.7% X RETAINING WALL SOURCE OF TITLE Impervious Area 59,159 SF 50.5% �� 1m Open Space 57,886 SF 49.5/0 STAIRS DB 996 P 126 Total= 117,045SF (2.687AC) WOOLEN MILLS BUILDING DB 1485 P 406 PARKING SCHEDULE ® " Hu DB 2905 P 346 (plat) ROAD -EDGE OF PAVEMENT DB 3908 P 330 REQUIRED PARKING: ROAD- CENTERLINE SOURCE OF BOUNDARY AND TOPOGRAPHY Hotel 1 space per room x122rooms =122spaces �w ROAD -FRONT OF CURB Boundary Information is created from Plat of Record prepared by Rivanna Engineering and Surveying, PLC last PARKING PROVIDED: 119 spaces (including 4 handicap spaces) 0 ROAD BACK OF CURB revised on November 5, 2004. LiDAR two -foot contour intervals are downloaded from www.vita.virginia.gov and topographic information is downloaded from Albemarle County GIS data. SIGNS additional and zoning CG-2 STANDARD 6" CURB BENCHMARK All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. CG-6 STANDARD 6" CURB AND GUTTER A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs CG-12 STANDARD ACCESS RAMP Datum for topography is NAVD 1988 on -site. Contractor shall provide handicap signs as shown on plan. Monticello Q SIDEWALK FLOODZONE BIKE PARKING GENERAL NOTES FEMA flood insurance rate map (community panel 51003CO287D), effective date February 4, 2005 shows this "x" 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site Map provided by Google.com PARKING SURFACE property within zone and no portion of the property within the 100-year flood plain. are based on information and data furnished to the owner and engineer by the owners of such underground facilities or CROSSWALK RESERVOIR WATERSHED others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The HANDICAP ACCESSIBLE AISLE This site is not within the South Fork Rivanna River Watershed. 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 S H E ET I N D EX HANDICAP PARKING This site is not within a watershed of a public water supply. and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the "Miss C COVER SHEET SHIMP owner. The contractor shall contact Utilities" of Virginia at 1-800-552-7001 prior to the start of work. WATER & SANITARY SERVICES 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to C2 EXISTING CONDITIONS CONCRETEIPAVEMENT-SIDEWALK This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. �Nl7�NEER�N�7 J' RIPRAP sanitary sewer line is located on the property at the rear of the site and an existing waterline is located along Richmond Road at 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that from C3 SITE PLAN LAND PLANNING - PROJECT MANAGEMENT the front of the site. the owner can make necessary arrangements to modify/protect existing structures damages. 0 ASPHALT 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted 0 GRASS GENERAL CONSTRUCTION NOTES and the Virginia Department of Transportation prior to completing any off -site work. C4 GRADING & UTILITY PLAN 912 E. HIGH ST. 434.227.5140 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the ------- ---i EC-3 MATTING 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained start of construction. C5 LANDSCAPE PLAN CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ---------------------------- _._. _._._._._._., from the Virginia Department of Transit DOT . This Ian as drawn may not accurate) reflect the requirements of the 9 P N ) P Y Y Q 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner EC-2 MATTING permit.Where any discrepancies occur the requirements of the permit shall govern. and engineer. WETLAND 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include C6 LANDSCAPE DETAILS noted. shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and TREELINE 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. X X FENCE installed prior to any clearing, grading or other construction. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. �a p,LTH OF 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. STREAM 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. UTILITY EASEMENT acheived. 11. Retaining walls require separate building Permits. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building O v a UTILITY POLE deemed necessary in order to stabilize a drainage channel. Department from the main to the structure. JUS HIMP } } LIGHT POLE 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09. .45183 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole 16 0 k� OVERHEAD UTILITY 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain horizontal branch fixtures. Plumbing fixtures having flood level rims the �Fs81 T (D OVERHEAD UTILITY GUY or serving such above elevation of ONAL j311" MANHOLE GENERAL WATER & SEWER NOTES the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. STORM LINE 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a ROOF DRAIN proper service authority officials at the start of the work. demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact RD RD 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 VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. q 0� DRAIN INLET 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 water and sewer construction specifications as adopted by ITE Trip Generation, 10th Edition general INITIAL SITE DEVELOPMENT PLAN DRAINAGE EASEMENT the Albemarle County Service Authority. STORM DRAINAGE EASEMENT 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). Trip Generation Manual, 10th Edition AM PM OVERLOOK HOTEL Use Description ITE Qty in out Total in out Total S S SEWER LINE 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. Business Hotel 312 122 rooms 20 28 48 21 18 39 S S SANITARY EASEMENT 7. All water and sewer appurtenances are to be located outside of roadside ditches. Trip generation reflects AM and PM peak hour traffic. APPROVALS W W WATER LINE 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. 0 o WATER METER 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 ev WATER VALVE AND BOX which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. ALBEMARLE COUNTY, VIRGINIA ® ® FIRE HYDRANT 12. Backflow prevention is required for all connections to the water main. Current Development Planner Date SUBMISSION: WATER EASEMENT STEEP SLOPES 2021.05.03 GAS GAS GAS LINE Preserved slopes are not present on the property. Managed slopes are shown on Date REVISION: Current Engineer Development En P 9 Sheet C3 with labels showing which slopes are to be disturbed. FIRE PREVENTION An existing ACSA fire hydrant is located on Richmond Road approximately 270 ft Architectural Review Board Date west of the site. An additional hydrant is located at the intersection of Hansen Road and Abbey Road (approximately 230 ft east of the site). Fire Official Date Date FILE NO. Building Official 19.039 Albemarle County Service Authority Date COVER Date Virginia Department of Transportation SHEET C1 of C6 C1 ......... .. A, ASSOCIAWN ...... ......... ......... 1 450 �R ZONE T, L C OMV USE: /RESIDENTIAL - C NDOMI�IUM( 1,450 CR . . . . ....... . . . . . . .. .... ..... .... ........... ... ......... .. .. ........... SHIMP ENGINEERING2 2 LAND PLANNING - PROJECT MANAGIEMIENTA 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM jpLTH y O"t k JusTahviump 5 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: FILE NO. 19.039 EXISTING CONDITIONS SHEET C2 of C6 120 C 2 RETAININGSTEPPED WALLS 6' MAX HT. OVER MANAGED SLOPES IN SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r��p,LTH pF� o G JUSTIHIMP a 0 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: FILE NO. 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SIDHMWAIFRi \ 1 Y \ �W,I \ Illy - - VI 6C .Dt'�� IIVI11/ _ • / .<rr��.r // •% / / / 7 . .1.' / i /, / it it /,/ // /si,\' A w vi // /// //rY / /\ / / / / // /0K1 / r \ A'� / . / / / r /// /// / w / y = , v � ... r/r/i r /\' i �rr7 / / V i vier i/ r// ///// / 7r // v T f,_ I / A A / I / / // V� L/I /// r// / / / / AA ' AA / r i/ If, /, . // ///l>� A/ i 60 vy \� / / . . . \ vvvA vvv A vv� vvvA �I I \ V i A �Vi CONNECT. WATER. T.O.EXISTJW( �UTIJlLITY ON RICHMOND ROr b \i of \ \ \cPa, j✓ iI f� <� ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: FILE NO. 19.039 GRADING & UTILITY PLAN y I SHEET C4 of C6 / / i 20 0 20 40 60 / C4 Scale: 1 =20 a S / - 12 i STEPPEDJRETAINING i WALLS 6' MAX HT. OVER MANAGED\SLOPESES 6 p0 d eai. p ° ° ^ a cf .J 2gg J 13 \ a. r��p,LTH pF� o G JUSTIHIMP a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: FILE NO. LANDSCAPE PLAN SHEET C5 of C6 19.039 C5 ................................. I ee rRFFC/Nf. TO RF,ygiN v.. ................ LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 3 31 370 1110 0 Lar a Deciduous Tree g Ulmus americans 'Princeton' American Elm 'Princeton' 3.5" 4 25 397 1588 Large Deciduous Tree Celtis x occidentalis Hackberry 2.5" 10 30 572 5720 O Lar a Deciduous Tree g Acer rubrum "Armstrong" "Armstrong" Red 2.5" 3 30 44 132 Maple S 9 Ornamental Tree Corpus kousa Kousa Dogwood 5-8' Ht. 3 15 128 384 Ornamental Tree Corpus Florida Flowering Dogwood 6-8' Ht. 4 17 124 496 Ornamental Tree Magnolia grandiflora Southern Magnolia 6-8' Ht. 4 17 82 328 0 Broadleaved Evergreen Myrico ensl anica p Northern Bayberry Yb Y 24" Ht. 30 3 18 — Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 24" Ht. 10 6 24 240 Shrub TBroadleaved Evergreen Ilex glabra Inkberry Holly 24" Ht. 47 6 24 1128 Shrub TOTAL SF: 11126 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 12% CANOPY REQUIRED. SITE AREA: 3.687 AC (160,606 SF) 160,606 SF x 10% = 16,061 SF CANOPY REQUIRED: 16,061 SF EXISTING CANOPY TO REMAIN: 11,000 SF CANOPY PROVIDED: 11,126 + 11,000 = 22,126 SF ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) - 35' O.C. WITH INTERSPERSED ORNAMENTAL TREES, 40 LF OF FRONTAGE (LESS ENTRY TRAVELWAY) REQUIRED: 1 LARGE SHADE TREES PROVIDED: 2 LARGE SHADE TREES W/ 4 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES 40,783 SF x 5% = 2,039 SF REQUIRED: 2,039 SF PROVIDED: 2,129 SF 122 PARKING SPACES PROVIDED REQUIRED: 12 LARGE SHADE TREES PROVIDED: 13 LARGE SHADE TREES NOTES: 1. 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. 2. 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. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r��p,LTH pF� o G JUSTIHIMP a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: FILE NO. LANDSCAPE DETAILS 19.039 0 40 60 SHEET C6 of C6 C 6