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HomeMy WebLinkAboutSDP201800016 Letter of Revision Letter of Revision 1 2019-05-09TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS, May 9, 2019 County of Albemarle Megan Nedostup, AICP — Principal Planner Department of Community Development 401 McIntire Road Charlottesville, VA 22902 608 Preston Avenue P 434.295.5624 Suite 200 F 434.295.8317 Charlottesville, VA 22903 www.timmons.com RE: Keswick Hall Additions and Site Improvements SDP-2018-16 Minor Site Plan Amendment Dear Ms. Nedostup: The following is a summary of changes reflected in the Letter of Revision #1 submission: • Sheet C0.00: Parking calculations have been revised to reflect the most recent changes to the parking alignment. 145 parking spaces have been proposed. • Sheet C1.00: Heavy duty and light duty asphalt pavement section have been revised to match the geotechnical report. Heavy Duty - 1.5" surface course to 2.0" surface course, 3.5" intermediate base course to 3.0" intermediate base course. Light Duty — 2.5 surface course to 2.0" surface course, 6" aggregate base course to 8" aggregate base course. • Sheet C1.01: Permeable paver section detail revised to show a Permaloc edge restraint per the landscape drawings. Rain chain termination detail has been added. • Sheet C1.03: Additional ACO trench drain details have been provided. • Sheet C2.06: Tree removal has been revised to match the landscape plan. The existing pool has been shown to be removed. A portion of the existing 8" sanitary sewer service and manhole will now remain. • Sheet C2.07: A portion of existing shrubs adjacent to the retaining wall are to remain. Portion of existing 8" sanitary sewer service to remain. Two (2) existing trees are to remain near the future NGW. • Sheet C2.08: Tree removal has been revised to match the landscape plan. • Sheet C2.09: Tree removal has been revised to match the landscape plan. Portion of the existing gas line serving the pool is to be abandoned in place (Charlottesville Gas Dept). • Sheet C3.00: Sediment trap detail #1 detail revised to match the revised sediment trap on the Phase 1 drawings. • Sheets C3.01 — C3.05: E&SC measures around the site have been revised to accommodate changes in the final condition of the site plan. • Sheet C3.02: Sediment trap #3 shape has been revised. The LOD has been expanded to incorporate the mechanical yard adjacent to the Flower Shop. • Sheet C3.04: Sediment trap #3 shape has been revised. • Sheets C3.06 — C3.10: E&SC measures around the site have been revised to accommodate changes in the final condition of the site plan. • Sheets C4.00-C4.04: Various changes to the Restaurant, Horizon Pool, Pool Bar and surrounding spaces have been revised to match landscape plans. • Sheet C4.00: Inlet adjacent to the right -in right -out entry onto Keswick Rd has been added to the site plan. The sanitary sewer alignment has been revised to pick up the existing service coming from the Golf Club. The parking alignment adjacent to "Full Cry Lane" have been revised to remove parking spaces and permeable pavement. The grease trap and sanitary sewer stub connections for the Restaurant have been adjusted to match the latest building plans. • Sheet C4.01: The sanitary sewer alignment has been revised around the rear of the Hall and NGW. Stairs and retaining walls have been added around the NGW. A mechanical yard has been added next to the Flower Shop. Additional conduits have been provided to the NGW. The retaining wall configuration adjacent to the NGW and Hall has been modified. Stairs have been added adjacent to the Oval Lawn. The 8" fire line has been modified to accommodate the Oval Lawn stair feature. The telecommunications duct bank directed towards the Laundry facility has been revised to reflect four (4) inch conduits. • Sheet C4.02: Parking spaces nearest "Full Cry Lane" have been removed. The alignment of the last drive aisle has been revised and parking spaces modified to be parallel spaces. The alignment of Club Drive has CIVIL [NGINFFRING I FNVIRONMFNTAI I SURVEYING I GIs I I_ANDSCAPF ARCIHTFCTURF I CONSTRUCTION SFRVICFS been modified. The large median adjacent to Keswick Rd has been removed. The pedestrian crossing has been revised to reflect asphalt pavement instead of heavy-duty concrete. • Sheet C4.03: Parking in front of the Hall has been removed and replaced with a series of stairs. • Sheet C4.04: Alignment of the duct bank and waterlines were adjusted to accommodate the gas line. Gas line to be installed by Charlottesville Gas Dept. The loading dock configuration on the Laundry Building has been revised. • Sheet C5.00-05.04: Storm pipe and inlets have been modified to accommodate the latest layout reflected on the landscape drawings. • Sheet C5.00: Roof leaders and additional drainage have been added to the Restaurant. Inlets have been added within the plaza adjacent to the Golf Club and Restaurant. Drainage features have been added to the new Horizon Pool. Alignment of Pipe 117 and 115 have been modified. A French drainage system has been proposed in the grass lawn on the rear of the Hall. • Sheet C5.01: Additional inlets have been provided within the plazas adjacent to the Hall. Two (2) 6" PVC electrical conduits have been added within the plazas. Area drains on the front of the Hall have been removed. A trench drain has been provided on the front of the Hall. Grading on the Oval Lawn has been modified. An inlet has been provided at the bottom of the new stairs leading down to the lower level of the NGW. • Sheet C5.02: The grading along Club Drive has been modified to accommodate the update alignment. Stormwater Detention (SWM 2) has been revised to show 160 LF of 48" CMP. • Sheet C5.03: A French drainage system has been proposed within the Oval Lawn. The culvert under "Full Cry Lane" has been removed. Inlet 708 has been replaced with a circular nyloplast basin. • Sheet C5.04: A trench drain has been added within the loading dock of the Laundry Building. AN additional inlet has been added, adjacent to the pump station to accommodate the new loading dock configuration. • Sheets C5.05 — C5.09: Spot elevations have been revised to in accordance with the latest landscape plans. • Sheet C6.05: The weir plate details for SWM 1 and SWM 2 have been revised to accommodate updates to the stormwater calculations per site plan revisions. • Sheet C6.09: Permeable pavers section detail has been revised to show a Permaloc edge restraint per the landscape drawings. • Sheet C7.00: SSWR Hall — 1 profile has been updated to reflect the addition of conduits and updates to the stormwater pipes. Sanitary structure numbers have been revised. • Sheet C7.01: Sanitary structure numbers have been revised. Sanitary sewer profiles have been revised to accommodate the existing connection to the Golf Club. • Sheet C7.02: Storm crossings have been added to waterline profiles serving the Laundry Building. • Sheet C7.03 — C7.0: Stormwater structures and pipes have been revised to accommodate the latest landscape plans If you have any questions or comments, please feel free to give me a call at 434.327.1683. Sincerely, Andrew Allison Project Engineer �� mp s ,lk Al./k Application for ®yT Letter of Revision FII:etter 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: Keswick Hall Additions and Site Improvements SDP 2018-016 Contact (who should we contact about this project) Andrew Allison Street Address 608 Preston Ave, Suite 200 Cih.Charlottesville VA State Zip Code 22903 Phone Number 434-327-1683 Email andrew.allison@timmons.com Owner of Record Keswick Club, LLC; H7 Holdings, LLC Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number Email jtrevenen@keswick.com Applicant Historic Hotels of Albemarle Street Address 701 Club Drive City Keswick State VA Zip Code 22947 Phone Number 434-923-4300 Email jtrevenen@keswick.com SUBMITTAL REQUIREMENTS: The appropriate fee. LAY The site plan number that the change applies to, A request letter describing the proposed changes from the owner or authorized agent, Er- 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 II"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 m knowledge an belief. Signature of Owner,Agent Date Andrew Allison 434-327-1683 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount S 10V Date Paid 5449 By who' W nS 6 ' t tpt# I I J1- 15 ckrt x( By:, IS County of Albemarle Department of Community Development 401 Mclntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page I of 1 ` � � t4g0 608 Preston Avenue P 434.295.5624 T I M M O N S GROUP Suite 200 F 434.295.8317 YOUR VISION ACHIEVED THROUGH OURS. Charlottesville, VA 22903 www.timmons.com May 2, 2019 County of Albemarle Megan Nedostup, AICP— Principal Planner Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Keswick Hall Additions and Site Improvements SDP-2018-16 Letter of Revision Dear Ms. Nedostup: The following is a summary of changes reflected in the Letter of Revision#1 submission: • Sheet C4.01: The footprint of the Guest Wing has been revised to match the latest building permit drawings. The connection from Club Drive to the Guest Wing has been modified to match the building floor elevations. A stair from the lowest level up to grade has been provided to match the building plans. The drop off lane has been modified to accommodate the change in floor elevations. Two (2) retaining walls have been added on the southern side of the building. The stair configuration on the north side of the guest wing has been modified and a retaining wall provided. • Sheet C5.06: Site grading around the Guest Wing has been revised to accommodate the changes in building elevations and updated pedestrian access from Club Drive. If you have any questions or comments, please feel free to give me a call at 434.327.1683. Sincerely, Andrew Allison Project Engineer CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES . • 4DED • TransmittalTIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. To: Date: May 3, 2019 Megan Nedostup Albemarle County Community Development Job No.: 40241 401 McIntire Rd Charlottesville, VA 22902 Regarding:SDP-2018-016 - Keswick Hall Additions and Renovations Letter of Revision #1 We are sending you the following items: ® Attached ❑ Under separate cover via ❑ Shop Drawings ❑ Prints ® Plans ® Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Copies Date Description 4 May 3,2019 11 x 17 Portion of Approved Drawings 1 May 3, 2019 Application for Letter of Revision 1 May 3, 2019 Check #86354 ($108) 1 May 3,2019 Letter of Revision Summary Letter This information is transmitted as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review/comment ❑ Other ❑ for bids due [7 Prints returned after loan to us Remarks: RECEIVED Copy to: MAY 0 3 2019 COMMUNITY DEVELOPMENT Signed: 1" for An w A tson Phone: 434.295.5624 Received by: Name(printed) Signature If enclosures are not as noted,please notify us at once KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS(SDP-2018-016) SCALE:1"=20' LETTER OF REVISION#1 TIMMONS GROUP 5/14/19 C77 i bUK I HtK Ut I AIL -^?---(- \ a ���.r PROPOSED SANITARY !($WITH . , ri CONNECTION HAN RA}LS. )6 O� / •\I' (SEE MEP PLANS FOR RISER SEE DETAIL. O4., DETAILS) ® ( / PNif �I �" PROPOS D _ � �' / i GREASE TRAP 1 1 (SEE ARCH.PLANS I iiirl ilk //// t..,• / 0-------....../•.......10 ,i_ FL: / FOR DETAILS) ilr- 1. • „„ ,./ fr ,,,,,... / . A GUEST ROOM all! / RETAININGP1:14--"--. ,dr PATIO SEE Tour 1,/%1: 044 ARCH.PLANS 1'1,\,`i ' ��/ -3:FURTHER .111 • 4•�•���. • / I CONDUITS FROM UTILITY ME - •CABINET AND TRANSFORMER �� •(SEE MEP PLANS FOR4/i'lpAMIPP R1 �g1iJ4I.JIJi INFORMATION) ` ` ' •� � N. . 11( kihr 0 N11.111._1 �1 f -,, / 1 g •-0, BE 1 FT.F \ . „ �.. 47, / ' \.. 4,4 i' O' `� SERRA •N BETWEEP� 1 I * , .. UTILITY CROSSINGS(TY•.} �' W' NEW 1� t G•EST WING �1r��� V�� 6' �a / �� ` \••� �1 STAIRS WITH ' \ • DRAILS 6"RISERS -4 '-' SEE DETAIL. 7 _ \� RETAINING WAL N (2)4"SCH.40 PVC 2'x2'COS H a ` C.;\` \ ` CONDUITS MANHOL 4 N. .� \ ,\ F m z SHEET C4.01 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS(SDP-2018-016) SCALE:1"=20' LETTER OF REVISION#1 TIMMONS GROUP 5/3/19 RANSFORMER :Z?' . ••••••••'ON ••••0' /♦i , S FOR i • • ••••••••�.p••••••••••A e�••••�� y. •/ / �' R10' �� ����•�•ri•�•�•�•�•�F •�••�•�•�. /•'�•�•�•�•�•�•�•• •I • • • • • • • • It " iri ' • 'MD • • • • • • • • �I/ �... 1 • • • • • • • • • • • •••••••••••• � • • • • • • • • • • • • • , / A ` ` Z. 1 NEW4. ' ; ; ; ; ; •• • •; .;.;. .;..,- • ••;•• •• •• ••;•• ••;•• ••• ; . \ / GUEST A ► e :, `14••444••••••••4••4444•1 -1 a of ,,1' STAIRS WITH U�,�- \%.„.. ��!•••••••••••••••••!�••••••••• t HANDRAILS.6"RISERS �•••••••••••••••�)•••••• •� ��, SEE DETAIL. ♦ i• ���-0 • • • • •''\ • • • • • • RETAINING WALL •• .1••••• •I.:• • • •-• 4. \ , (2)4"SCH.40 PVC 2'x2'COMMUNICATIONS FDC ���g•••4••••••• \(:) \'-', CONDUITS MANHOLE(Tr) l III GI�' �•� �VvJ•�•�•� \\ PROPOSED SANITARY 1 i i m �WW111.r .��10410 ` , CONNECTION 1 �� `• ` \\ •n, (SEE MEP PLANS FOR DETAILS) 5'X6'LANDING )j STAIRS WITH Ip// �` _���• HANDRAILS (19)7" /� RISERS SEE DETAIL. SWM FACILITY /� 0 �— — w \ - .�////���'/ 11 SAFETYADA RAILING EASEMENTEASEMENT(SEE / illikilk .---. 7., - -- —_ _ SHEET C6.10) R77' _ -s %.`R2•6 \\- 8i/ ♦/SQL.'q WITH HANDRAIL '. �/ 1�1 FDC won viu�,* TRANSITION R130.5'1\7 / � � d�l 'AMAMI�1 \ / - . 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