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Home My WebLink AboutSDP201300029 Plan - Submittal (First) Letter of Revision 2 2020-08-26NOTCH' �t-f5EM/�RLE � OUNTY, VIPI��IN,� TMF V Y V V V V Y Y V Y Y Y Y V Y Y Y Y Y Y Y Y V V Y Y Y Y Y Y\ 1 INDEX OF SHEETS DRAWING NO. SHEET NO. TITLE G-) I OF 17 COVER SHEET C— 2 2 OF 1-1 PROFFERS d PROJECT DATA 1 G-3 3 OF 17 NOTES G-4.1 4 OF 17 INITIAL PHASE - EX CONDITIONS ff DEMO PLAN G-4.2 5 OF 17 INITIAL PHASE - 51TE LAYOUT PLAN G-4.3 6 OF 17 INITIAL PHASE - LANDSCAPE PLAN G-4.4 7 OF 17 INITIAL PHASE - PHOTOMETRIC PLAN l 0-5 S OF 17 FINAL PHASE - EX CONDITIONS ff DEMO PLAN � G-6 9 OF 17 FINAL PHASE -51TE LAYOUT PLAN G-7 10 OF 17 FINAL PHASE - 51TE GRADING $ UTILITY PLAN 0-8 II OF 17 FINAL PHASE - DIMENSION PLAN G-G 12 OF 17 STORM PROFILES G-IO 13 OF 17 DETAILS G-10.1 14 OF 17 DETAILS G-11 15 OF 17 FINAL PHASE - LANDSGAPING/SITE LIGHTING PLAN G-12 I& OF 17 LANDSCAPING/SITE LIGHTING DETAILS G-13 17 OF 17 FINAL PHASE - PHOTOMETRIC PLAN DEPARTMENT OF GOMMUNITY DEVELOPMENT f Illi7i► cC�iI1;�Ci1►�l FIRE OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTAI It, DATE MAY C , 2015 MINOR SITE PLAN AMENDMENT (SDF-200�5-00I -Iq) (REZON I NG7 ZMA 2o11-00B) a,Ro VIGINITY MAP r_.a 5GA LE: I "= 1000' LNION 3_ C X RMLW,Y SCALE : 1" = 1000' 1 SITE DATA: OWNER/APPLICANT: NOTCH'D LLG 40 STOCKTON RRVE PLACE 64REE4W00D, VA 2:r443 THREE NOTCH" —c-R 53-14 THREE NOTCHD ROAD CROZZETT, VA 22432 EN&INEER, NP EN6INEERIN6 680 IVY FARM DRIVE GHARLOTTES,fi�', VA 224OI TELEPHONE - 604) 531-7W-1 SOURCE OF SURVEY, SOURCE OF TOPOGRAPHY: DATE OF TOPOGRAPHY, BENCHMARK, COUNTY, STATE, MA615TERIAL DISTRICT: TAX MAP REFERENCE, ZONING: SETBACK REQUIREMENTS, Dominion Development Resources, LLC Dominion Development Resources, LL.0 AUGUST 2005 (Assumed datum) Top of DI 0 Rte 240 (664.271) ALBEMARLE COUNTY, VA WHITE HALL 56 A(3) - -1 PD50, PLANNED DEVELOPMENT BUILDING - 30' FROM PUBLIC R.U.W. PARKIN& - 10' FROM PUBLIC, R.O.W. COMMERCIAL PDSC (COMMERCIAL CENTER/OFFicFJ LAND USE SC 4EDUL.E, EXISTING PROPOSED BUILDING 4,618b3 SQ. FT. 15,40000 (I5."14R5) PAVED (OR 6RAVEU 2"1,515.44 SO. FT. 5$,T8594 FT. (58.18A,) OPEN SPACE 68,404.56 50. Fr. 26�57.&4 50. FT. (26 0456) PARKING SCHEDULE: PROPOSED OFPIr,E COMMERCIAL PDSG •EAST BLD6 (POE-4 not In office) = 5,000 gsf = 7,300 SF 6LA WEST BLD6 (PD50 not In office) = 5,500 gsf = 4,450 5F 6LA TOTAL GLA Sr- IN PP50 = 12,250 SF 61-A 0 5.5 SPACE5/1000 61-A SF = 67 SPACES REQUIRED OFFICE USE EAST BLD6 (2ND FLOOR) = 5p00 SF NET WEST 51-DG (2ND FLOOR) = 3,400 51F NET WEST BLDG oRD FLOOR) = O 5F NET TOTAL NET 5F = 6,400 SF 0 1 5PACE5/200 SF NET = 42 SPACES REQUIRED TOTAL PARKIN& REQUIRED FOR THIS SITE = 67 + 42 = IOa SPACES LE55 85% REDUCTION FOR SHARED PARKIN& a PEDESTRIAN OFFSET (4 SPACES) TOTAL PARKING SPACES REQUIRED = 100 SPACES (5 HANDICAP AG4E5SIBLE-) TOTAL PARKING SPACES PROVIDED = 48 SPACES + 5 HANDICAP SPACES (NOTE - parkk�a does not Include 3 soaces deslanated vaoAnvrnor) RESERVOIR NATERWEVs THE SITE LIES WITHIN THE 5EAVER CREEK RESERVOIR WATER5FED FL.00DPLAIN: THE SITE DOES NOT LIE WITHIN A FLOODPLAIN MAXIMUM BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT 15 40' (gee sheet 2) 516NA6,E: ALL 516N5 MUST BE APPROVED 5Y ARB Y rt D. Perwe GERT.Io. 052304 o r�l aim �w00 IL �}um s� Q U ONE 4� zLLJ a�zm � to ®® Lu di !JJ < < < m D 9W*1W BY DATE w 5J6A3 DRAM BY DATE w 5/6A5 U EG® BY DATE FILE EDIT 5PROU3E ,isioa SCALE lu_�i M"N6 PLOT G-1 FRO.ECT - OF 17 9NEET NO. `, zZ , C ' � �•-.... --ii/ 47W VDfST � t STREAM \• `S 9 TMP 56A-(5)-1 Critical 5�3gpes (Typ.) _ - -_ j -...___ \ .................. .. _ _ TM56�3 7 ALBEMARLE 5�TOR,4GE, / CURRENT ZONING: L GURRENTUS SLJSTORG �/ �t 2 `— / / \�U�� 96 , 5 mac, ' UUM 1n wra P AvW �' !r ter Greft07, ,s r \on a Pad �fit)t Irx ur`_ Ater txre�n ' C �paf5lntedt�� a - .40 h. h I - _� I I it Pill 1 7 Fill ENTRANGE TE 240 U.S. TPA _-_ U i 6�J SJ `�......... ,� ... .. ,anitar� Sealer tp remain. (anhole to ��ad)ubted t0 Z proposed grades. N \y\ a SCOPE FOR THIS PLAN. 1. Sanitary sewer Imes to remain. Sanitary sewer laterals serving the existing structures are to be removed. Manholes are to remain and tops are -to be adjusted to proposed grades. 2. All utilities to exisiting structures are to be disconnected and removed. 3. Both existingy structures/bulldings are to be demolished and removed. 4. Existing utillty poles (electric, telephone) on site are to be removed. Utilities along Route 240 are to be installed underground. 4. Existing sidewalk, entrances, and curbing on the site side of Route 240 are to be demolished and removed and replaced for the new full frontage lone along Route 240. 5. 5torm drainage from Route 240 is to be diverted. Existing lines are to be removed and demolished. 6. Existing gas main and water main taps are to remain to serve future buildings. 20 2 STORY CINDER HLOGK if- 66550' It >�H TOP e 6 w B_ W WI 6'75 6-�rj 6-10 670 665 665 660 660 0+00 1+00 GRO55 5EGTION ® NEW GCS - II ENTR4NGE (IENTRANCE, w = 30', U = 25', G = 3% a g C.ON7RPGT TO MATLH EX nN6 "ADAS M AS Poses rZ vuRiNs n+E INSrAI.vn or- r� ME"a ENiRArY.£ TM 56 - 6 7 BE vER CREEK HILL CORP CURRENT ZONING: RA CURRENT U5F- V14614NT/UNDEVELOPEO ,4GREf�G,E //./96 �6. THREE 17 RO'i'�� 501 !� • i All meter sizes (and adoquac� to be verified by the AGSA a1 the time of wilding permit application. WaterlIne location Information was provided by A65A. Contractor to call Miss Utility for marking and field locate all utility Imes prior to construction. GRAPHIC SCALE 1"=30' 0 30 60 90 Uj UJ Q �� g von N LJ-1 < Z SCALE D oiler® Ur oAre NP 5/6/13 DRAM BY DATE NP 5/6/13 c4V3cia ET ogre PqF EDIT 5PR0U5E oRAwrie G-4.2 PLOT PRO.EGT - OF Il sHW7 NO. Q �� g von N LJ-1 < Z SCALE D oiler® Ur oAre NP 5/6/13 DRAM BY DATE NP 5/6/13 c4V3cia ET ogre PqF EDIT 5PR0U5E oRAwrie G-4.2 PLOT PRO.EGT - OF Il sHW7 NO. oiler® Ur oAre NP 5/6/13 DRAM BY DATE NP 5/6/13 c4V3cia ET ogre PqF EDIT 5PR0U5E oRAwrie G-4.2 PLOT PRO.EGT - OF Il sHW7 NO. TM56A3 - 7! 5EMARLE 57ORAGF LLC CURRENT ZONING: L / PENT U5E- 5ELE 5TORAGE ACREAGE: 6.00/ AC. D.B. 30/2 PG q6 Mh TOP 6naal QW OW ®5 0'x��2�,0y.� x 4YaLe kApton 4 Pad l r >�10' x 20' :''«d 'Tpster Screen ' to be 6 wood fence painted white All adjacent property landscaping 15 existing Y 611"ood Privacy F' (T� Painted white tc motci"wlld1r4,, (4) 4 Ozf TV, N \ TMP 56A—(3)--1 \� \ ` w\A \ SeQM `\ a 1 Rea • r—(2w MOW 25` oz. A TOP 665M IW 654-M vo' 2 STORY GINDER 13LOGK a PP 665.50, —�'---- IF IAQ A5RHPa•T & � n� pAsz�cirr wT kik G�II H —____W w`—wv THREE NOTG4-i NCE 'T7 RC��« ENTRA—rt „_ 5O' -x-E-----" & rline 240 r M��-M� 5TATE ROUTEM,--- M1atr1� T1N156 - 6 7 .BEA vER CREEK N/LL CORP. CURRENT ZONING: RA CURRENT U5F VACANT/UNDEVELOPED ACREAGE:- //./q6 AC. 15 a \ V, \ `A, \ IF , �f `153 'A �w ARB NOTES I. Mechanical equipment Shall not be visible from the entrance corridor. 2. 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. GRAPHIC SCALE 1"=30' 0 30 60 90 W. ��irkYls CEW.(NO. 032304 s oil 11111 Z W i Q�m d W 1— -jX < < 1— DMI&VD BY DATE w 516A5 DRAM BY DATE w 516A5 0WZK D BY DATE FILE 5PR.OU5E ®IT — 5GPd.E In_�i VKAKNS PLOT G-4.3 PROIMT - 11 OF 5HM7 NO. A Z Z, STR EAM 0 --YV 4N4'Critic-al 5\hQpe5 (Typ) VWT C4. �� RP-WI TMF 5(qA-(5)-_7 -Inv. Out= 650.00I, \ . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . .................... TM 56A3 7 CURRENT ZOIVINC7.- L 5 EL, F. -5 TORI 4 7 GU 'RENT ZJ5,E: r 'T i- ilk t+F" 6?, C7 q6 .. .... STFWIURE _013 5L-212 ................. W01--M. 61 -,F;JME1eV-660X_- O-S TOP lw 655h5 -.41411 20'x 20' Dumpster Apron 4 Pad STFM "101, Rh EWY-1, Inv. Out 9 Inv. In &YRN1,191111 0 z S_ F47) K. LM ............ Manhole to be adjusted _--proposed grades. Storm &atn is to be relocated. Existing Storm drain line IS to be demolished and removed. q_Q st ing Structure to 0 demolished. lu ENTRANCE w W— pOUTE 240 W____ U.S. 5T -- 1==termaters in the R/N to be and removed. Existing NM tops v4lll be utliltized for new buildings water Services. 3w 2 5TORY GINDER E3L0GK Fr 6&54o' Exis" sidewalk, entrances and curbing alor=:,� Side of Route 240 along the site fro to be demolished and removed. DEMOLITION 5COPE FOR TH15 PLAN. I. Sanitary Sewer lines, to remain. Sanitary sewer laterals Serving the existing structures are to be removed. Manholes are to remain and tops are to be adjusted to proposed grades. 2. All utilities to exl5itfnq Structures are, to be, disconnected and removed. 5. Both existing structures/buildings are to be demolished and removed. 4 Exi sting utility poles (electric, telephone) on site are to be removed. Utilities along Route 240 are to be Installed underground. 4. Existing sidewalk, entrances, and curbing on the Site side of Route 240 are to be demolished and removed and replaced for the new full frontage -lone along Route 240. 5. Storm replaced from Route 240 Is to be diverted. Existing lines are to be removed and demolished. 6. Existing gas main and water main tops are to remain to Serve future, buildings. Water meters to be, Sized by ACSA, a5 needed. drain FM56 - 67 ,o,EA VsR CREEK HILL CORP. CURRENT Z01VINC7.- RA 6VRR,ENFJ15,E VA6ANTIMPEVELOPEP 146REA&E // l96 146 V be relocated. n removed. it y ExWtng utilities and poles along Route 240 to be removed and demolished. Piaterline, location information was provided by Ac5A. contractor to call Miss UtIIIW for marking and field locate all utility lines prior to consbiuctlon. I I GRAPHIC SCALE 1"=30' mmmmmNNmmmmmm7— 119 0 30 60 90 W. Nathaniel A PerktLs C, URT. NO. 032304 21311 am z > < OL z LU < < M _AX U_ OM16HED BY DATE NP 5/b/13 DRAM BY DATE NP 51(7/15 CHB�,, BY DATE FILE SPROUSE EDIT - SCIALE 111=301 PRJ"M PLDT PRO-trIT - (50F 1-7 SHEET W. t