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Home My WebLink AboutSDP200600088 Letter of Revision Letter of Revision 3 2020-12-10 �OFA ^S 1'Drill 06, COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 December 10,2020 Eric Wooley 210 5th St.,NE Charlottesville,VA 22902 RE: LOR#3 for SDP200600088; Glenmore Clubhouse Pavilion Tax Map/Parcel Number 093A2-00-00-001A0 Dear Mr Wooley, This letter is in response to the attached Letter of Revision Requests dated October 7.The Department of Community Development hereby grants approval of this LOR for the following modification to SDP2006-88,depicted on the modified site plan and described below. 1. Amend outdoor seating with permanent knee wall to replace outdoor bollard lights from previously approved LOR for new outdoor pavilion. This change is noted in the attached request and plan.This is the third Letter of Revision for this site.A total of three LORs may be requested after which any further changes to the plan will require submission in the form of a site plan amendment application. Sincerely, Jeff P.Baker Senior Planner Attachments: Letter of Request&Application Revised Site Plan Transmittal via Hand-delivery Date: December 9, 2020 To: Jeff Baker, Zoning Permit Planner or Betty Slough County of Albemarle, Virginia Regarding: SDP2006-88 LOR No.2 —Glenmore Pavilion Attachments: (2) full-size sets of plan documents Jeff, Per your request, we have attached two amended sets of the plan drawings for County approval. Please review the sets and let me know when they have been signed for approval. Thank you for all of your assistance with this project! Sincerely, oolley, PE WOOLLEY ENGINEERING 210 5th Street NE (434) 973-0045 Charlottesville,Virginia 22902 EAI WOOLLEY ENGINEERING October 7, 2020 MEMORANDUM To: Mr. Jeff Baker Zoning Permit Planner County of Albemarle,Virginia From: Mr. Eric Woolley, PE Woolley Engineering Regarding: Glenmore Clubhouse: Pavilion Addition Application for Letter of Revision Based on our email correspondence, we are applying for a new Letter of Revision to the approved site plan for the Glenmore Clubhouse. The purpose of this LOR is to amend the outdoor seating with a permanent knee wall and to replace the outdoor bollard lights from the previously approved LOR for the new outdoor pavilion. The use would remain the same as its existing use as an outdoor event space. Attached to this memorandum, please also find four sets of the plan documents for review. Please do not hesitate to call with any further requests or concerns. We look forward to working with you with this application. Sincerely, t..)t Eric Woolley, PE WOOLLEY ENGINEERING 210 5th Street NE (434) 973-0045 Charlottesville,Virginia 22902 Application for Letter of Revision ! Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Glenmore Clubhouse Pavilion; LOR to SDP200600088 Contact (who should we contact about this project) Woolley Engineering, do Eric Woolley, PE Street Address 210 5th Street NE City Charlottesville State VA Zip Code 22902 Phone Number (434)973-0045 Email ewoolley@woolley-eng.com Owner of Record Virginia Club Holding LLC, attn. Damon DeVito Street Address P.O. Box 513 City Earlysville State VA Zip Code 22936 Phone Number Email ddevito@affinitymanagement.com Applicant same as contact Street Address City State Zip Code Phone Number Email SUBMITTAL REOUIREMENTS: WI The appropriate fee, • The site plan number that the change applies to, G4 A request letter describing the proposed changes from the owner or authorized agent, • 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X 17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my wledge and belie �1 J� 10/7/2020 Signature of Own gen� Date Eric Woolley (434)973-0045 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# 5 _ Fee Amount$ — Date Paid ho? v I l licm I&i4 I Ck# �BY: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of 1 1.Owner: Virginia Club Holdings LLC Attn. Damon Devito P.O. Box 513 Earlysville, Virginia 22936 2. Developer: Geobarns, LLC Attn. George Abatti 923 King's Highway White River Junction, Vermont 05001 3.Engineer: Woolley Engineering 210 5th Street NE Chariottesville, Virginia 22902 434,973.0045 4. Parcel Information: TMP 093A2-00-00-001 AO (257.60 acres) Current Use: Country Club Address: 1745 Paddington Circle Deed Book 5056, Page 202; Deed Book 4926, Page 86 (plat) Existing Zoning: PRD (Planned Residential Development) Subject to the following ZMA: ZMA1994-00026, ZMA1997-00008, ZMA2001-00008, ZMA2006-00016 Entrance Corridor District Overlay Steep Slopes: Managed & Preserved Overlay Dam innundation zone (Not in proposed disturbed area) Watershed: Rivanna River 5. Building Setbacks: a. Front: 0 ft. b. Rear: 0 ft. c. Side: Oft. 6. Adjacent Properties: TMP 93A1-1, n/f Glenmore Community Association Inc. Deed Book 4803, p 80; PRD Current Use: Vacant Residential Land - Semi-public TMP 93-Al-E, n/f County of Albemarle Virginia Deed Book 4096, p 116; PRD Current Use: Vacant Lot TMP 93A2-C, n/f Glenmore Community Association Inc. Deed Book 3907, p 401; PRD Current Use: Vacant Lot TMP 93A3-OC-45, n/f Dale L or Nicole M Robinson Deed Book 4554, p 391; PRD Current Use: Residential -Single Family TMP 93A3-OC-44, n/f Robert J or Darlene Rotella Deed Book 1300, p 476; PRD Current Use: Residential -Single Family TMP 93A3-OC-46, n/f Jonathan E & Evelyn Eckert Perelman Deed Book 4969, p 161; PRD Current Use: Residential -Single Family TMP 93A3-OC-47, n/f Robert F & Theresa M Valiga Deed Book 1941, p 590; PRD Current Use: Residential- Single Family TMP 93A3-OC-48, n/f Richard G & Mary K Tabor Deed Book 5111, p 694; PRD Current Use: Residential -Single Family TMP 93A3-E, n/f Glenmore Community Association Inc. Deed Book 3907, p 401; PRD Current Use: Vacant Lot TMP 93A3-D, n/f Glenmore Community Association Inc. Deed Book 3907, p 401; PRD Current Use: Vacant Lot TMP 93A3-OG-11, n/f Donald K or Joan B Fry Deed Book 3169, p 248; PRD Current Use: Vacant Residential Land TMP 93A3-OG-10, n/f Denis Harold, TRS; Denis Harold Grushon Asset Protection Trust Deed Book 4185, p 215; PRD Current Use: Residential -Single Family TMP 93A3-OG-9 n/f Joseph L or Brenda W Graham Deed Book 1365, p 525; PRD Current Use: Residential -Single Family TMP 93A3-OG-8 n/f David or Anna Marie Witmer Deed Book 5149, p 761; PRD Current Use: Vacant Residential Land TMP 93A3-OG-7 n/f John A Jr. & Ruth R Dempsey Deed Book 5113, p 466; PRD Current Use: Residential -Single Family TMP 93A3-OG-6 n/f David G or Chellie M Mitchell Deed Book 1891, p 600; PRD Current Use: Residential -Single Family TMP 93A3-OG-5 n/f Shirley A Langley Deed Book 1529, p 173; PRD Current Use: Residential -Single Family TMP 93A3-OG-4 n/f Michael J & Mary R Coppola Deed Book 5078, p 478; PRD Current Use: Residential -Single Family TMP 93A3-OG-3 n/f Richard F & Mary Ann Mercier Deed Book 3540, p 278; PRD Current Use: Residential -Single Family 6. Adjacent Properties (continued): TMP 93A3-OG-2 n/f Duane H & Mary Elaine Bickers Deed Book 5161, p 584; PRD Current Use: Residential -Single Family TMP 93A3-OG-1 n/f Christen Rauscher Trust ETAL & Therese M Rauscher Trust ETAL Deed Book 3850, p 672; PRD Current Use: Residential -Single Family TMP 93A3-OM-1 n/f Ronald J or Dawn Mahoney Cottrell Deed Book 1805, p 529; PRD Current Use: Residential -Single Family TMP 93A3-OM-2 n/f Thomas A & Judy S Pace Deed Book 1806, p 215; PRD Current Use: Residential -Single Family TMP 93A3-OM-3 n/f Frederick J & Dorothy R McConville Co-Trs of the McConville Family Trust Deed Book 3197, p 348; PRD Current Use: Residential -Single Family TMP 93A3-OM-4 n/f Thomas A & Carlene A Muto Deed Book 4824, p 309; PRD Current Use: Residential -Single Family 7. Proposed Land Use: This LOR proposes to replace an existing concrete tent pavilion pad With a permanent open structured event space pavilion. The total land disturbance for this LOR shall not exceed 8,500 sf 8. Maximum Building Height of Proposed New Structure: 25 feet 9. Impervious Area: Description Area Existing Removed 406 sf Proposed Asphalt 3,966 sf Proposed Stone Path 511 sf Net Addition 4,071 sf 1 O.Parking Statistics: Required Parking: 1 spaces per 75 sf assembly area Total Spaces Required: 42 spaces (3,160/75) Existing Parking: 285 spaces No changes proposed to the existing parking spaces 11. Datum and Survey Reference a. ALTA survey data based on survey from Roudobush Gale & Associates sealed on 5129/18 b. Topography data is provided by Albemarle County GIS. 12. General Construction Notes: a. 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. b. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. c. 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. d. All slopes and disturbed areas are to be fertilized, seeded and mulched. e. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. f. 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. g. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. h. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. I. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). j. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design in addition to the separate building permit. k. All water lines, sewer lines, and fire lines from the main structure must have a visual inspection performed by the building inspection departmemnt. I. Accessible parking spaces, access isles, and accessible routes shall be installed in accordance with ICC ANSI Al 17.1-09 and the 2015 Virginia Construction Code. m. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. a� - Conceptual Jma.ge provided courtesy of David Hamilton, Geobarns, LLC C1.0 Cover Sheet C2.0 Demolition Plan 0 C3.0 Site Plan C4.0 Site Lighting Plan C5,0 General Details Filled Box Indicates Drawing Included in Set --------------- Albemarle Co. Dept. of Community Development - Current Development Division Albemarle County Division of Fire and Rescue Albemarle Co. Dept. of Community Development - Inspection Division 0000ll11 DATE DATE NMI 1RMIN 0 In 200 County ofAl0ernw io artrnent of COMM(Jnity Development Dq 401 McIntire Road ChP4410ttesville, VA 22902-4596 Wool LEY E' NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville- Virginia 22902 (434) 973.0045 www.woolley-eng.com Prepared For: Geobarns LLC 923 Icing's Highway White River Junction, VI' 05001 Iftft. < >� _J CZ Q W I-- Z D 0 U Job Number: 19170 j ENO W. -WOOLLKY " MC. NO. 3708 / -2 1( 9 Ilk .��®1V®� Sj: Date: October 5, 2020 Revision: 19, er 9, copyright 0 2020 by Woolley Engineering WooLLEY ENGINF ERiNG ,t- L P Consulting Civil Engineers 210 5th street NE Charlottesville . Virginia 22902 APPROXIMATE LOCATIONS OF www.wooll y--gcom SAW -CUT AREAS FOR REPLACMNT ; �� Prepared For: OF CONCRETE PAD FOR PROPOSED LP 9G23King's�ghway NEW COLUMN FOUNDATIONS (SEE ' White River Junction, VT 05001 SAW -CUT ALONG EDGE OF EXISTI G ONETE STRUCTURAL PLAN FOR EXACT PATIO FOR PROPOSED EW WALL TYP. DIMENSIONS) TYP. 1.31 LETTER OF ® MK 28.3 REVISION EX. CONCRETE PATIO 31.4' x 20.5' 6.4 (TO REMAIN) MR I � I 5� 7•3' .:.� LP REMOVE EX. CONCRETE WALK x -- - — ' AND STEPS (DASHED TYPE z i CCD \Q, 0 t cr, > " ----------® w °L- w w ~ LL.I EX. CONCRETE PAD IIIII 1 I 1 1 1 I X w 0—LP (TO REMAIN) I 1 IUj I � LU . el IrL I I COMAY OfAllserrrarle Depailment 0 Of CoMmuraity Developrrlent LL® I I (PAD) Eli. K\ I I I I I I I I I i 401 Whitire Road C.herlettesville. VA 22902-4596 Q) I I J l(- I�1 'ti ?_ello 6 °y-5 I I EX, I I IG 11 I I I LP STAIRS LP lP _LK .L-------- STAIRs ILLLr ®®® i . MH LP EX. CONCRETE 60.0' DEMOLITION PLAN LP ` -- LP Jab Number: _ WLK 19170 LP EX. 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STAINLESS STEEL STONE TIES - SIZE/SPACING VARIES W/ STONE HORIZONTAL JOINT REINFORCEMENT IN CMU @ 16" C/C VERTICAL CONTRACTOR SHALL COORDINATE SIZE AND COLOR OF FIELD STONE WITH OWNER PRIOR TO INSTALLATION HANDHOLE GROUNDING LUG #g BARE GH®UfVI SQUARE ALUMINUM COVER PLATE WIRE IN Y2" HEAVY W/ TYP, GALVANIZED ANCHOR DOLT WALL P.V.C. CONDUIT 211 #4 VERTICAL REBARS, 6" O,C #3 TIES _F r� 2411 INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. a T FEET BELOW GRADE 5/8" X 8' _ COPPER -CLAD" GROUND ROD ROUND MIN. 9TYP. ALL SIDES ORNAMENTAL LIGHTING SUPPORT POLE PEDESTAL M.T.S. PRECAST CAP STONE (OR EQUIVALENT - APPROVED BY OWNER) WITH TOP SLOPED SLIGHTLY TOWARDS GRASS & DRIP ON OUTSIDE EDGE, MIN, 2" OVERHANG, PINNED & GROUTED AT TOP OF WALL #5 DOWEL Q 16" C/C 6" EMBEDDED IN FOOTING �4 SAWCUT AND REMOVE 24i � AS REQUIRED a• y i . .3 G 14 . 16" MIN. BELOW GRADE a 4' a . 6" MIN. . ; NEW STRIP FOOTING 4" 8„ 4, 16" MINIMUM (2) o #5 BARS CONTINUOUS b W01, _ f 1191 Nall 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6 - W2.2 X W2.9 FINISH GRADE --- Yd':V SLOPE —zz ..�s. LIGHT BROOM FINISH 6" COMPACTED AGGREGATE 1. 3/9' EXPANSION JOINT BASE - VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX 6 O.C. COMPACTED SUBGRADE EXPANSION JOINTS, MAX 30' O.C. 3. WHERE SIDEWALK MEETS CURB WIDTH SHALL BE 6' CBR ®10 UNLESS OTHERWISE NOTED, 4. SCORING PATTERN SHALL MATCH EXISTING. 5. CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING SIDEWALK, SIDEWALK (TYP.) N.T.4 EX. SLAB 4-6" THICK TO BE FIELD -VERIFIED 4 BACKFILL SHALL COMPLY WITH LANDSCAPE PLAN & SPECIFICATIONS s CLASS I BACKFILL IN ACCORDANCE WITH SECTION 302 OF THE VDOT ROAD & BRIDGE D +12" SPECIFICATIONS NOTES: 1. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF CRUSHED STONE. 2, FOR COMPACTION OVER PIPE TRENCH USE APPROVED HAND OPERATED MECHANICAL TAMPER. 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L MINAIRE o TYPE "All BM THOUROUGLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER VDOT 21 A CRUSHED GRAVEL, COMPACTED TO 95% MAXIMUM DENSITY 11i- INITIAL BACKFILL 2" -. t11N. (6" LIFTS) L� SPRING LINE OF PIPE HAUNCHING* _T STONE BEDDING DUST (4" MIN.-6" MAX.) f FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE,) m` NOTE: WATER LINE SHALL HAVE A MINIMUM DEPTH OF 36" BELOW GRADE. SEE PLUMBING PLAN FOR PIPE SIZE. gap x Ec.. GRIU U. S. LA, aA Key Features * Perfect for festorin i6 month nCJ Lari i it or swayed. 16 gtiUg6� CO iciLtCUVe cable with tactoiy attached so(_Xets. Avaftable In 2 ,IJ0'K VM(_vvrarrn vh to or addressable full crabr 24 Bit RG , i;1div[dLialiyaddress'ible- lights for clraniatic full color Iigtatinig- etfoc;ts. 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For indoor and outdoor lighting appilcatlon5, �tat�r,. b�~fl3iti_ w�li€�vtaa ta Us Class 2 Spacing 11 oar 21 �C ,3€)r lco t . p�rinU Color Temp A allable, in 2300 K wid RG0 Wattage 1AV por.,so.ket installation Attach to alrestaft i,fiial€ (prtrvid<.A by otla(;r s) rand to bcr "irc il'ed jvll a !:::malt. ties {1'mC "V(de'd by 0111015), Optional i cable sirup en': asps alit alit c abka - and lifleilisi,tund r abka for is Bait on: wit e loult (;,ee pagk' 2; Power Supply i_i `.Intl Class 2 ouiput, 24 DC-, filmy; r Supply l�r3r; r�r1 IP Rating 1P6 Cerriilc aticrrus &T teed Cl, y.S 2 Vlf�L bsiqd 4007019 Tc si�vd in accortkin, n *Ah L 79-0 2.4 cogiurierdal irastolialloia c<rtn limit. Via.rraiity ^"Till€: 3 ye:,f arlrtnty Fixture t Madel Efficacy' LrFV8viis Wtt3ulb Lin/Wt ii rah r abl'- 'doort . f Till:. 24 High c ilae-i y rating, WooLLEYENGiNEERLNG Consulting Cavil Engineers 210 5th Street NE Charlottesville -Virginia ginia 22902 (434) 973.0045 www.woolley-e-ng.com Prepared For: Geobarns LLC 923 Kings highway White River junction, VT 05001 � t» i' i I copyright 0 2020 by Woolley Engineering