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HomeMy WebLinkAboutSDP201600023 Letter of Revision 2017-07-17COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434)296-5832 July 17, 2017 Dustin Greene Dominion Engineering 172 South Pantops Drive Charlottesville, VA 22911 RE: LOR#2 for SDP -201600023, Tax Map/Parcel #045000000112G0 Mr. Greene, Fax (434)972-4126 This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plans and letter dated 7/14/17, summarized below: 1. The dumpster pad relocated, adjacent to the previous spot, on the eastern corner of the property. 2. Removal of the wooden dumpster pad screening fence, as it is not required per County Code. 3. Modification of the layout for the turnaround area adjacent to the dumpster pad. 4. The asphalt area at the southwest corner of the building was shortened to offset any increase in impervious area. 5. Light pole A on the lighting plan was moved across the street as it was initially designed under some overhead electric lines. The lighting plan shows that there is 0.5 foot candles of light at the property line. 6. Relocation of the fire hydrant. There are no other changes to the approved plan proposed. This is the second (2nd ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Yaniglos, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change and request letter C 5 ,- _VS 4k* cQ§,m Dominion l �,, Engineering July 14, 2017 Megan Yaniglos Principal Planner Community Development 401 McIntire Road Charlottesville, VA 22901 RE. Harvest Moon Phase 9 - LOR#2- SDP2016-00023 Dear Megan, 172 South Pantops Drive Charlottesville, VA 22911 434.979.8121 (p) 434.979.1681 (f) DominionEng.com There was some miscommunication between my client and ' a0out the Dumpster Screening Fence. was under the impression initially that they wanted to remove the dumpster wooden enclosure door. They would like to remove the fence in its entirety and should be allowed to since there are no screening requirements for the current zoning. I want to correct this mistake so that they can get their Certificate of Occupancy as soon as possible. Items 1, 3, 4, 5, 6 have not changed. I am editing item 2 for this resumbittal. The Dumpster Pad has been moved to a new location, adjacent to the previous spot, on the eastern corner of the property. We have removed wooden dumpster pad screening fence as it is properly screened as is required by Albemarle County Code. The layout for the turnaround area adjacent to the dumpster pad has been modified. 4. The asphalt area at the southwest corner of the building was shortened to offset any increase in impervious area. 5. Light pole A on the Lighting Plan was moved across the street as it was initially designed under some overhead electric lines. The Lighting plan shows that there is 0.5 foot-candles of light at the property line. 6. The fire hydrant has been placed in a different location than the approved plans. The new placement has been approved by ACSA. Please see the Letter of Revision plan for clarification. Please let me know if you have any questions or require additional information. Best Reg¢ar�ds,,, p �� 6' / ." _"-f-� ustin Greene. 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Scale: 1"=10" BERKMAR D i --------------------- ------------------------------ --------------- IL DECISION -------------- ------------ ---------------- -- POINT B -------------------w- — -w- ------------------- w-----w--�w---w---w--w--w---w w--- a �SI�Pd--- -w- - -w- - w- - -w- - - ------------------- w- - -w- - -w- - -w- ROIN - SDMH == SDMH bEXISfING wnmsM-A-------____________ --------------------------------- - — SDMH 206 W BEND 'X8' \ ` 0 -WTJL OkSTA n1 510 �. i —500 METAL RAIL \\ \ `� \\Q9p\��y I i i i i� iS� � lbl I P �\\ \ �6DMH110— Itc \ E E� P� INI V IEM-11 mzl FH 17 o I I I � I I I I I I I � I I I I •�r' I I IA I% x ,� I I I I I I I ,tib r� k•(i I, 1' �,1 ,. a ,� II „� CONC. SWII -\ TMP\5-112G1 \\ \\ ASPHAL : STRA KA\FAMILY \ T i I I I iPRPPPR�1 204 METAL RAI 50o _Tln� 45-112G — — — — — FNCE I 4.167 AC. - EM 2 STORY \I (-- --'0 �'/ HVx2 RST��UCUCNO— p 9 \ \ Q� \ (\� `` 1 WM EASEI,IENT \ \ \ o `\ C��\ (. ( / / / BETE \ 'IT 0 1 G �1 \ 1 I 1 � M � / f � \ :�.. y BATTY E \ Q \\ 1 G 8 P 3 0 \ \ \ \ \ �� \ --- _ J \MAIOELE Q — 1El 1 \ Y f— 9 l + 06 89.1 NNOX BOX RE IRED. p\� PAARLE COU TY 31VX40' LEASE CONTA T THE OFFICE \ \ \ \\ OD 1 �CY FIRL E MARSH L CE Ff 4M.0 FOR LOCATION. g Y -2V HIGH LOADING DOCK P P \ \ \ \ o\w V4-). 8..0N LCADINQ pLATFOR rt b>r °ois� +d �a \ \) \ \\\\ 490 s 3 4i 84.. 43 . �, SIDEWW X— . 1' VoWY .Hf.; C _ WALL'S—: • � 'i8'x155'.C�RE11=' LMDING 3 Id �4%p `\p��\ 44.7' —480 �---- PLAN VIEW FOR SIGHT DISTANCE PROFILES I \ I I 1 \I I I \\ o 1 \ \ TMP 45-11 TAr l ` DB 1453 PG 367GARET Y'I �� I iONC. PAD (SEr!?_IHT SP10) --_� \/ ,fig• I���,J1 � -490 i[• • ;: ;; 863 I "4 � x !16"11 Sewer Lot. 4 u 1 ■■■■■■■■■■ No 6' Concrete Sidewalk 4" - 3000 PSI T VVVI /-In OVER COMPACTED SUBGRADE 6' SIDEWALK DETAIL P10 m r6-""� EXISTING WOODEN SCREENING FENCE Pi ® PROPOSED SCREENING FENCE TO MATCH EXISTING WATERLINE PROFILE SPl o Horiz. Scale: 1"=30" Vert. Scale: 1"=10" WIDTH VARIES 4,000 PSI Concre e� r 6 a 10>, COMPACTED SUBGRADE #4 @ 12" 6" VDOT 21A 95% COMPACTED EACH WAY CONCRETE PAD DUMPSTER DETAIL NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE. 520 515 510 505 500 495 490 485 480 475 470 — N cp � C SN.- c W E LV W W W O (n • — N cLu � s w F" eV1 en W � 0 0 0 W z -D U d w � E--4 Q M " Tskv —j COVER 3.0 0 AT CROSSING z Lu z ----- --- ------------------ O Z EXE 15" IDPE PROP GRADEN ` U cc STI-AR11111 FLP- w w STA 11 20.15 U) DOM. PROJECT NO:15.0065 INDEX TITLE: POURED CONCRETE N o w o6 lee M O O O N m„ QO ap PROR 15 ” Os t0 - Q Q Q 01 cn U)IGO CO t0 I GQ INV El E -_ Q STA = N N N 50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 6' Concrete Sidewalk 4" - 3000 PSI T VVVI /-In OVER COMPACTED SUBGRADE 6' SIDEWALK DETAIL P10 m r6-""� EXISTING WOODEN SCREENING FENCE Pi ® PROPOSED SCREENING FENCE TO MATCH EXISTING WATERLINE PROFILE SPl o Horiz. Scale: 1"=30" Vert. Scale: 1"=10" WIDTH VARIES 4,000 PSI Concre e� r 6 a 10>, COMPACTED SUBGRADE #4 @ 12" 6" VDOT 21A 95% COMPACTED EACH WAY CONCRETE PAD DUMPSTER DETAIL NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE. 520 515 510 505 500 495 490 485 480 475 470 Ll � Ati T H Op MICHAEL F. MYERS 9 Lic. No. 33028 kss1ONAL A E O a4 0O P P4 A o U 7A=© w m 0 w Y U w U W Q Go z tY 0 w Q m 0 U-1 z c� U-1 0 0 x Lu J Q U — N cp � C SN.- c W E W o;;mm O (n • — N cLu � s w W � W 0 Ll � Ati T H Op MICHAEL F. MYERS 9 Lic. No. 33028 kss1ONAL A E O a4 0O P P4 A o U 7A=© w m 0 w Y U w U W Q Go z tY 0 w Q m 0 U-1 z c� U-1 0 0 x Lu J Q U SHEET NO: 10 of 14 DATE: 3/31/16 � � w W > O w W � w � E--4 Q �i � � O w w U) DOM. PROJECT NO:15.0065 INDEX TITLE: POURED CONCRETE SHEET NO: 10 of 14 DATE: 3/31/16