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HomeMy WebLinkAboutSDP201100047 Letter of Revision Letter of Revision 1 2021-12-08 OF 'yRGIN1P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 December 8, 2021 John Beime,Jr.,P.E. WW Asociates,Inc. 968 Olympia Drive, Suite 1 Charlottesville,VA 22911 VIA EMAIL TO: jbeime@wwassociates.net RE: LOR#1 for SDP-2011-00047—Stonefield Towncenter Tax Map/Parcel# 61W-03-19A Dear Applicant, This letter is to approve as a Letter of Revision the site changes proposed in Stonefield Towncenter on the above referenced site plan. The approved LOR drawings are attached with a County stamp and approval date of December 8,2021. This is the first(1st) Letter of Revision for this site. Three(3)total Letters of Revision can be approved for each site before a minor site plan amendment is required. Depending on the scope of work proposed, any future changes may necessitate a minor or major site plan amendment as opposed to a Letter of Revision. Sincerely, �eokcex /3- Jessica Hersh-Ballering Principal Planner jhballering@albemarle.org Phone: (434)296-5832 ext. 3313 Attachments: Approved LOR Drawings THIS DRAWING HAS BEEN GENERATED AND IS MAINTAINED BY A CAD SYSTEM. CHANGES SHALL ONLY BE INCORPORATED AS DIRECTED BY TOLAR MANUFACTURING CO.,1NC.'S ENGINEERING DEPT. GENERAL NOTES 1, ALL STRUCTURAL STEEL, UNLESS ❑THERWISE NOTED, SHALL BE ASTM A-36, MINIMUM YIELD STRENGTH 36,000 PSI, 2, ALL ALUMINUM MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE OF ALLOY 6063-T5, 3, ALL HOLES SHALL BE DRILLED OR PUNCHED, 4, STEEL WELDING SHALL CONFORM TO AMERICAN WELDING S❑CIETY STANDARD D1, 1-80, ELECTRODES SHALL CONFORM TO ASTM A233, CLASS E70XX, 5, ALUMINUM WELDING SHALL CONFORM TO AMERICAN WELDING S❑CIETY STANDARD DL 2-97, ELECTRODES SHALL CONFORM TO AWS/SFA 5.10 CLASS ER4043, 6, ALL WELDING TO BE DONE AT T❑LAR MANUFACTURIN( CO, INC, FACILITY, PLT HRS 1 /4 X 3 112 -END ELEVATION '__j/ v /, --r ► ► ► , .j I . LJ . SECTION C-C A / A) i T I 1 1 /l I I t— \/ A A I e-1 I I I— I--T- 2'-3 3/4" 2'-10 5/8" 2'-10 5/8" - , 2'-3 3/4" — (2'-B" MAX) (2'-8" MAX) BACK ELEVATION ADJUSTABLE CLASS SUPPORTS 1/4 X 3 HRS F. B. 4)-8)) FRONT ELEVATION g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — o o a o 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° °o°o °0 0 0 0 0 0 0° g O O a o O 0 0 0 0 0 O°O O O O°° O O O O°O ' I q°U°O°O°4 O 0 0 0 0 0 0 0 onnn nganngn 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O a 0 0 0 0 a 0 0 0 0 0 O O O O O D n 0 0 0 0 0 0 0 0 A DA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o.°a°n.°� n°o°n°n° n SPACE � - r -�\30" X 48" 6 BENCH "8" TEMPERED GLASS -" X 79" 8 3/16" 5 1/4 1) j 2'-0 1/8 P) 14' MIN CONCRETE (2500 PSI) ROOF PLAN VIEW -BELOW LEXAN ROOF PANELS AND BOWS p p STEEL PLATE 3/8 X 7 X 7 O 0 SCALE /4 SECTION D—D 0 C i SECTI( scr A PER STRUCTURAL REVIEW 04/08/2021 8" THK TEMPERED GLASS " X 77" REAR GLASS END ELEVATION A / A" T 1 I II—, I I r—\/ A A I !— 1 1 f— f—'T SHOE- 2 1/2" SCH 40 PIPE DRIVE SCREW #14 X 3/4" HEX HEAD BOLT -� 1/2-13 X 4 W LOCKNU ONE PER SHOE 1 /2" X 4 1 /2" STN. STL. HILTI ANCHOR SECTION A BACK Posr r ON )INT BAND - GUTTER REAR GLASS 3/4 STAR ANCHOR WITI- STN STL HARDWARE 1 6" MIN. 18{-0 6 44. New ‘so.Nc. ct./,�g _ �•�?, ... / 4T. _.__ _ ks f -, ,_. _.._ _ _ ..___ 7, -.... , _: r ADA �� P��NcH I __15 : '-74/EW conic. ART ! _it./s V /3 �c g GONG `_". # , PAD Q 9 - NEW BCI�' SHi�'4_7• _ .__ __ -_ s ` / .X/ � h 7-. Co CDA/Cgd .rW S/Di WA 4. - i NA'W, 's sc 5' cD1VG q 7 / T . ... .. ...„, r \ 4-04 Lo .40 _ __it_ 1 .ASxisT. GURB . r / Afr 7'.2icr 9 v ,E, /Ekt/ GAT 2 a 6q/T R - HY1 -`7- P�q. o3/22/2I _, _ ( v/ p o1/L$ f _ s i LIE I7/4 /n/ 1 l 4uma x- llgWsea3 �wsr. 1.1400// _ A xi. / CaAJC. cuts: i, t- ./1.1-1:IH:= nl_. p11,i11 qW . )t�bit �� .� , . MT h 7' -'.�-7 =UU =`am ttu 4 4-4/4�wel .... . s np ; _ AIR C-c,rP) NEW¢ cz�svG. 5/,E.kh4<fe' / - J111 t f Zvi ,c t$'i cevc.. cLR0 melt... o (pit coAr<.. PnQ _ifseAa . 5/YEG]E,e LsX/ 'r S/LLf/.:1ljc- A G 7/ON A - xi C I EF'E.3L rb _/v 4/412 -T/ .ityt... 4/.45..)_ N.T.5. Z3H15 I,IB,,1 DocuSign Envelope ID.9BCA5BAE-B9D8-41B0-A3D0-77F204E635B3 °Y ,ApPlication for ` ,® r Letter of Revision N/A Fee , ,11~ Transferred from ❑ Letter of Revision = $108 Prior Submittal This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Stonefield Towncenter- Final Site Plan Amendment (SDP2011-00047) Contact (who should we contact about this project) WW Associates, Inc., Attn: John Beirne, P.E. Street Address 968 Olympia Drive, Suite 1 City Charlottesville State VA Zip Code 22911 Phone Number (434)984-2700 Email jbeirne@wwassociates.net Owner of Record OCT Stonefield Property Owner, LLC., Attn: Ojas Desai Street Address 535 Madison Ave., 6th Floor City New York State NY Zip Code 10022 Phone Number (212)546-0839 Email odesai@oconnorcp.com Applicant WW Associates, Inc., Attn: John Beirne, P.E. Street Address 968 Olympia Drive, Suite 1 City Charlottesville State VA Zip Code 22911 Phone Number (434)984-2700 Email jbeirne@wwassociates.net SUBMITTAL REQUIREMENTS: IYI The appropriate fee, 21 The site plan number that the change applies to, IZI A request letter describing the proposed changes from the owner or authorized agent, WI 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan.or on an 11"X 17' copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowl opt ibeliai f\i\i( O- "\ 8/18/2021 I 11:57 AM EDT Signature of Owner,o,tge B49E Date Bill O'Connor 212-546-0839 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$ Date Paid By who9 Receipt# 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 I ENGINEERS SURVEYORS PLANNERS ASSOCIATES August 23, 2021 Ms. Jessica Hersh-Ballering County of Albemarle Department of Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902-4596 Re: Stonefield Towncenter — Bus Shelter LOR SDP2011-00047 W WA Project No. 221031.00 Dear Ms. Hersh-Ballering: This letter will serve as a Letter of Revision to the "Stonefield Towncenter - Final Site Plan Amendment". The purpose of this revision is to add a bus shelter at the existing bus stop on District Avenue as shown on the accompanying drawing. Based upon the information provided in this letter of revision and the revised drawings we respectfully request the County's approval of this plan revision. Please do not hesitate to contact me if you have any questions. Sincerely, WW Associates, Inc. John D. Beime, Jr., P.E. Senior Associate 968 Olympia Drive, Suite 1 • Charlottesville, VA 22911 Telephone (434) 984-2700 • Fax (434) 978-1444 Charlottesville • Lynchburg HOTEL FUELING STATION W HEAVY OD 6 STORIES SIGNS i DUTY 10.00' o 6 a FFE=496.5 ELECTRIC --.PAVEMENT (TYP) o SERVICE D A �= MECHANICAL UNITS PLANTER BOX 24.00' n Sri N —T— —Pil 10.00' ii u (TYP) o I A 2) 2' PLAP 8 N AREA cn 24.00' �� • lil .. •- • • . - O r - • , • - • • • - •• ••-PLANTING •EWALK - - ./ • - • . • • I - d•- • I - I� II 4 I TREADS TYP •' ®,12 -JLAN --- Val PLANTING _1 © E0 �' •• W ,A DESIGNED BT INI PROJECT. STONEFIELD TOWNCENTER BEmsION NUMBER: I•— ENcweeas SuRvevoRs PE— ERS LETTER OF REVISION ALBEMARLE COUNTY, VIRGINIA -- DRAWING NUMBER: C— 1 ORRW W. ND8 TITLE: DISTRICT AVENUE BUS STOP SHELTER RenEwEo ev: ASSOCIATES JOB WWA NUMBER: 221031.00 FILE NAME: DISCIPLINE: CIVIL SCALE: V.NIA DATE: 8/23/21 SHEET NUMBER: THIS DRAWING HAS BEEN GENERATED AND IS MAINTAINED BY A CAD SYSTEM. CHANGES SHALL ONLY BE INCORPORATED AS DIRECTED BY TOLAR MANUFACTURING CO., INC.'S ENGINEERING DEFT. GENERAL N❑TESI 1. ALL STRUCTURAL STEEL, UNLESS ❑THERWISE NOTED, SHALL BE ASTM A-36, MINIMUM YIELD STRENGTH 36,000 PSI. 2. ALL ALUMINUM MEMBERS, UNLESS ❑THERWISE NOTED, SHALL BE OF ALLOY 6063—T5, 3. ALL HOLES SHALL BE DRILLED OR PUNCHED. 4. STEEL WELDING SHALL CONFORM TO AMERICAN WELDING S❑CIETY STANDARD D1. 1-80. ELECTRODES SHALL CONFORM TO ASTM A233, CLASS E70XX, 5. ALUMINUM WELDING SHALL CONFORM TO AMERICAN WELDING S❑CIETY STANDARD D1, 2-97, ELECTRODES SHALL CONFORM TO AWS/SFA 5,10 CLASS ER4043, 6. ALL WELDING TO BE DONE AT T❑LAR MANUFACTURINI CO. INC. FACILITY, END ELEVATION ADJUSTABLE GLASS SUPPORTS 1/4 X 3 HRS F. B. F-PnNIT F-I F-WATInNI '8" TEMPERED GLASS " X 79" -------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — � 1c I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I END ELEVATION A PER STRUCTURAL REVIEW 04/08/2021 /8" THK TEMPERED GLASS i" X 77" -REAR GLASS ,.,,-,,..,, , -.,..I - I I = — >INT BAND PLT HRS 1/4 X 3 112 X 30 318 - CI r\vvr ovvv - /- GUTTER �3/8 BOLT(8) 318 X 4 HRS F. B. SECTION C-C (2'-8" MAX) A BACK ELEVATION (2'-8" MAX) 4'-8„ 0 o-o-o-o-o- srobbbbbb 0000000 0000000000 0000000 000°00000 o 0 0 0 0 00 o°o o°o°o°o° °0°0°0°0°0° ° °o°o°o°o° I °o°o°o°o°o° °o°o°o°o° o00000 00000 I 0°0 0°0°0°0 o o o o°0°0°0 0000°° 000o%%o. 0000° °°°0000° °o°o°o°o°o° ADA o°o o°o°o°o°o°o°o° 0 0°0 0 0°0 0 00000°0 000° naaa aaaaaaaa - SPACE - I r l I I -I "IR-41 30" X 48 I I I I 6' BENCH I I 8 3/16" 5 1/4" 2'-0 1 /8' --------------------------- ---J 14' MIN CONCRETE (2500 PSI) A - ROOF PLAN VIEW —BELOW LEXAN ROOF PANELS AND BOWS C 3 " C SECTI( O O STEEL PLATE 112" X 4 318 X 7 X 7 0 eNL'FH Op I" aLp� Y Ko , L. Hos'r5 ''ERa SECTION D D a Lie.So 5116S SCALE 1/4 �° � SSIONM- tiM1�1N1 SCA SHOE- 2 112" SCH 40 PIPE I I DRIVE SCREW #14 X 314" I I I I I I D I I I I I I I I I I I I I \ I I D I I I I HEX HEAD BOLT 112-13 X 4 W LOCKNU ONE PER SHOE 112" STN. STL. HILTI ANCHOR �. II II II d II II u SECTION A -A BACK POST1 I I o I I I I I I I I I I REAR GLASS 314 STAR ANCHOR WI STN STL HARDWARE a � 6„ MIN. A d � fLAN7 ?Z 6Ev f 18i. �r Nab cu CoNG. P�l� girpu �n � NEN/ LNG. G1JR$ V I h.OALAN II3es49"I i5/sW Bu<i `�HELree �W 5 ,x 51 cOA/G, j'q pr _T t C ----7 ----7 £Xih T, 4171"MP 515�q kl� 1 AiVST J Ci 91 h7',e/CT *� i &xisT �vag v eF. -74YEW COHC. Ae7' PAp .1ex3" Ew cAT Busje - NY.STT PL�44E o%i27ii - --_ _ - — 5fM -r_ -�'�Tyi7KEE'7'- NBW 51 NWw " AV1411 h�GT/OlS� A-�J Sw5r. - aw was 4• a - � Pi.a.► •aa fJ6 4L Ar Al u�,inir'iu� 9 =1n� N 1Cad1sKEW 99z;, 4 / :5wE GLQ scisr. s� REFOL 7 b Ae*Ad iT1&o N. T. 5 o, v 0 I o 0 to U UI O ro i 0 O ca m v v h to N i --------- __ __�- Ln CGrt12A 3 0 1 ^ l l° o ® 0 20.00' INl CG-12A 11 1 R 15' 1 + 4527 12+00 O O ❑ I- - -�- -�- -f---- --- -I TB I EWOOD DRIVE j6 M (TYP) 6+00 5' PLANTING W _ sAN INGLEWOOD DRIVE STOP SIGN 1 AREA SIDEWALK,. 0 12A - 2R STOPSGN■~10' CG- 2A.+ - GR 15 8 CG 1 G 126 „ SPACE RESERVED I 5 00' 24.00' 3 z 1 STOP IF THIS DRAWING IS A REDUCTION 1 FOR VALET PARKING I a •• CG 2 SID WA K P NTI G RDA A GRAPHIC SCALE MUST BE USED 1�_ _ __% m ro A IDEWA I AREA SIGN p E uI EGV K... R=4.5' R=4.5' R=4.5' L IT 2JING ' SCALE: 1 " = 30' - + PEDESTRIAN 1 1.2 8.50 -I o CROSSWALK DUtaPVE (Typ) o ^' ,� SIGN W%%Niiiii6" SINGLE SOLID I y �NCL'OSU E o ao 8.50' 5' P 30' 0 30' ,. WHITE LINE (TYP) I z ONCRETE o (TYP) ^ s AREA �, I NS DU PST R P b, Ln 00 5N GAS w II A Q SCORED m �+ 7 ❑ I CONCRETE METER N 1 o 0 PARK SIDEWALK PLANTING C SIG S " o I UTT AREA t GENERATOR ❑ i A PA KING 7 w �, L N 16.00' D ;TBL (TYP) LK oOp— ALTERATIVE I00 HEAVY (TYP) 4 10.00' ^� A A 0z HOTEL FUELING STATION ^ o 4 90 + N i 6 STORIES SIGNS DUTY 10.00' o 00 (TYP) v o " N t o ' FFE=496.5 PAVEMENT (TYP) o ELECTRIC_ O U k-z M 6 W OCT STONFFIFI 3 19A n I+ZN1 L SERVICE p_I O DZ cI'I I 9.00' c� T 8 m - _ AREA MECHANICAL UNITS � (TYP) + . 0 PLANTER BOX 24.00' (TYP) t ' i \ 24 00' AL + 1 M PI ANTFR RAY . ^ �I� _ w O A. I 9 o - ---01p _.... �HC SGN 8.50' N I - -0 y RESIDENTIAL PROPERTY 2.0' WIDT PERMEABLE $ I ro 4 00 n I o OWNER, LLC TRUNCATE i \ PAVERS (TYP) °' 0 ROOF a 2' PARKING 8.50' v o 0 " � V)z DO .. 0 0 II A DB 5435 PG 51 R=60' DRAIN li'��I OVERHANG (TYP) ? Z ZONED: NMD DET�QTAB n. ZI 41 0 WARNING ) I CONCRETE (TYP) ?, o, c� (TYP) A oo �� 3 - I CONCRII CG 2 9 " 9 -PEDESTRIA r PAVERS HYATT PLACE D N ro ��2' CURB 0 TMP 61W-03-24 CROSSWALK I MACFARLANE STONEFIELD LLC g i�i❑i❑i n GUT O +II �" SINGLE LID I ZONED NMD 1, --' N g A g --' " _+ ' D.B. 4165 P. 1 II ro S A WH ITF4 1 411 P) SCORED PLANTING o A I CONCRETE AREA A ^ a, ? SPEED : PARK SIDEWALK N ❑ S LK 1 (TYP) f -0 o ! LIMIT SIGN + 3R ® 6.5". I+ 24" STOP 8.50' � o o o R=1 I R=127' 2 W/ 12" P (TYP) u o o NEW BUS (T� + D A ® I +- TREADS HE ER R=4.5 Z I II O ° o BIKE RACK R=, 0 SJNn CG 2 R N IN i❑ I V o' LK . AREA PLANTING LAN- 9 6' SIDEWALK NG -- - - - - - - - - — --- - - - - -TIC .. � CURB T i T x x x y x f Vigo % x x° x x x - --------------------------- --- -__----- - !' STOP SIGN 1 STOP SIG -- - -% �+' EXISTING DISTRICT AVE E 6 �f 9A, PAR o r i' TMP 1 W DISTRICT AVENUE — CT STO " T oz DISTRICT AVENUE — — , EFIELD ---- LC oa 22+33s1 LEVARD DB 4810 7 PGS 503-51 W PSMD w —————— ■� , W x w — R. - — -- — — r. . _-- -- � SA —SAFE SAN • x / 24" STOP BAR PLANTING \ 1 x ❑ SPEED T SIG AREA (TYP) o STOP SIGN / CURBED ROAD (SECTION x - x TRANSITION I N ~ R ETAINING BUILDING Z WALL (REVISED 6-15-11) ¢ U 8' NSOAD SECTION 8 R= 5' FFE=493.5' U I ITIOIV — — — — — — — CIO ■ g ■ z BUILDING ■ —'a 24.0 FFE 493.5' o ¢ m 2 ■ g .' I ti o n 18.00' br + ■ TMP 61W-3-19 ■ ■ A 1 N/F NORTHROP GRUMMAN ■ - • " SR IR=3' m SYSTEMS CORP. FFE=492.5' 9 ZONED: LI ■ ■ ■ b \ =5 24,00 I NLI T : DI DUR FFE=492.5' R) ■ ROOF DRAIN ` / 2.0 WIDTH _ () TYP o TRUNCATED CONC ElI J::� 10 DOME DUMPSTER o . PLANTING 9 00 DETECTABLE PADS - -1 WARNING (TYP) ROOF DRAIN (TYP) ■ v, AREA (TYP) P� `" z0) cci ■ D jI. O to°. 'O Q m 12'X25' FFE=491.5' P - CONS 16.00 SCREEING WALL ■ ■ LOADING C ■ AREA lg+g ti SIDALK: 12'X25' (TYP) m SEE DWG. ° 2•S8 o :: �. .) LOADING AREA � a R=2:5' J CONC °' ` DUMPSTER q \ I FFE=491.5' I c C1-IV G ■ ■ e,.:''.= PADCL \ �/ p mJ_-_-7-RETAINING WA ■ « WITH HANDRAq.L FFE=491.0' Z 1 REVISED BUS SHELTER LOCATION JDB 10/28/21 _ — ENGINEERS ffm SURVEYORS PLANNERS ASSOCIATES Suit PO &vVA2 96CWIy iale,VA 2911 Lyn PO Box 119 801yresia Drive, Phone' 434.3166080 Phone' 434,9842700 ` wsaia1cre1 DESIGNED BY: PROJECT: STONEFIELD TOWNCENTER LETTER OF REVISION ALBEAAARLE COUNTY, VIRGINM SET REV. NO. 2 2 REVISED PER COUNTY COMMENTS JDB 12/03/21 DRAWN BY: JDB TITLE: DISTRICT AVENUE BUS STOP SHELTER DRAWING NUMBER: C-1 DIHR BY: JDB WWA NUMBER: 22103� • 00 FILE NAME: 802645C C-09-LOR.0 DISCIPLINE: CmL SCALE: H: 1 "---30'NO. V.- N A DATE: 812312021 / 233/ 2021 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE