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HomeMy WebLinkAboutSDP201000081 Approval - County Letter of Revision 1 2022-08-17COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 August 17, 2022 Wes Deweese PowerSecure,Inc. 4068 Stirrup Creek Dr Durham, NC 27703 RE: LOR # 1 for SDP201000081; Walmart Generator Tax Map/Parcel Number 04500-00-00-068D5 Dear Mr. Deweese, This letter is in response to the attached Letter of Revision Request dated July 19, 2022 (and further referenced by accompanying building permit number B2022-02107-GEN). The Department of Community Development hereby grants approval of this LOR for the following modification to SDP201000081, depicted on the modified site plan and described below. 1. Addition and installation of a generator and switchgear, with concrete slabs in the northwest corner in the rear of the store. This change is noted in the attached request and plan. This is the first 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 PowerSecure 7/19/22 Albemarle Co Dept of Community Development To Whom It May Concern: 4068 Stirrup Creek Dr Durham NC 27703 1-866-DG SKILL(347-5455) www.powersecure.com I, Wes Deweese, on behalf of Walmart Stores East, do hereby request that addition of a generator and switchgear, with concrete slabs, for the Walmart located at 975 Hilton Heights in Charlottesville, VA. The installation will take place in the northwest corner in the rear of the stores, near a tree line that will help promote screening the generator. Sincer I Wes Deweese PowerSecure, Inc. oerm itti nciCl1 oowersecurexom State of Georgia Countyof ti—"Z—'7T/y Sworn to (or affirmed) and subscribed before me this P—day of V 2o-44Y . We'C —DE WE ESE (month) (year) (name of signer) `Personally Known Produced Identification Type and # of ID TARY PUBLIC F6 COUNTY, GEORGIA My COMMiSaldn Exnirer o0rotary fgped, stamped, or Public, State of Georgia Application for Letter of Revision �*Ak � tt�uPll Q Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 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: Contact (who should we contact about this project) Wes Deweese Street Address 4068 Stirrup Creek Dr City.Durham StateNC Zip Code27703 Phone Number 4049982189 Email permitting@powersecure.com Owner of RecordWalmart Street Address PO BOX 8050 Bentonville Phone Number Email Jpattyson@walmart.com Applicant PowerSecure, Inc. Street Address 4068 Stirrup Creek Dr CIty DUrham StsteNC Zip Code27703 Phone Number 4049982189 Email permitfing@powersecure.com SUBMITTAL REQUIREMENTS: ❑ The appropriate fee, ❑ The site plan number that the change applies to. ❑ 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 I I -XI T 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 geand belie� 7/19/22 Signature of , . gent Date Wes Deweese Print Name FOR OFFICE USE ONLY LOR it Fee Amount $ Date Paid By %ho? 4049982189 Daytime phone number of Signatory Receipt # County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 9724126 REVISED 7/1/2021 (Fee Update) Page 1 of 1 1 I 2 3 4 NELI L] C 0 _ CH 65'�35 L=13 PRESENT USE: VACANT R=868.81 . R=4 .00'' 0% r a Tan=145.00 � �7.52 �J BERKMAR DRIVE S.R. 1403 ---'------J� �� Utility Transformer .� ` \ Proposed Location `- .� 1 N46-12'00T- 260,00' s .� (TO PRO RTV CORNER) 1 ,� `'' \ New Generator Proposed Location TIRE AND BA17ERYYOfj� "" ° V — �. . ve..w memo. ..va..+ . . ram. ®. .o.� . a..cn 15' ELECTRIC EASEMENT • PAS) (NRCINIA ELECTRIC POWER CO.)) New SwitChgear � EXISTING V S —1 1 Proposed Location PROPERTY LINE NEW DOCK PLANS (3 BAYS) j SEE ARCH PLANS I � ENT a ATION TO cr—uce % - ',`„'. V OWNER: SAWS UST ESS TRUST ESTATE .-------- _ __ - " 5 .' • ', ;•' , •. - - + ONED: HIGHWAY COMMERCIAL m 11� I � � FO � �ARCEL #: 04500-00-00-068D2 LD PRESENT USE: RETAIL ` fi //l D D B I (SAM'S CLUB) —SD- '- WALL MAIN SWITCH GEAR CONCRETE PAD $ EXI TIL EXISTING RETAINING (REF. ARCH PLANS) �� RETAIN( I 1 5 -OHE&T CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT / � moo, �°�, � , ,� WALL ; � i IDB +zse 4 LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT r I c , I , X" — UGT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING UGE DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. S5 �L�TIE INTO EXISTING RETAINING WALL GREASE INTERCEPTOR a � PALLED G I # • - SS xSEE ARCH PLANS f, ' Walmart, , 3 T U K IT 1 OWNER: ROSENTHAL, ROBERT H. AND./// �,�v HARRISON 01 :' / J�/ j j f N E W J �/ EXISTING G ZONED: HIGHWAY COMMERCIAL OI ,"/ / BUILDING WALL �! 1 r 1 0TE71AMETbR a S E TDT TINP.— PARCEL #:04500-00-00-06800 1 gg // f EXPANS1ON # 1 780=09 D 3 'PR�JCK:TUP1Nfir4 ; r 20 PRESENT USE: COMMERCIAL 3' / % /1/ /%r /J/ 1i ,/ / A�q -.t r f VI I WA K� (CAR DEALERSHIP) t. % l `,/ // / /'l / /// Cj� 150 ECG R� N O N P. EE E 12 S Ef 4.0. � /fff`!//'%�/ EXISTING 119,069 S.F. (APPROX.) Vv $ : ' Nr V D. s H �... 1 pC1 11 N E GC NEW CONCRETE f //, / f� PROPOSED 154 789 S.F. (APPROX.) �� WSL/24" I RETAINING WALL F1 / �/ f ; ,! ,,�, F.F.E. = 441.2 - ,ji H NE /; 1 I toADUdG BENCHMARK: #2860 , / f //I / ' { / f //`f t� 3 ST G-1 y N VID T S [9. J J — PAINTED'X ON /// / / E 1/ / D a + 15 D C 6. T TC� XE I G. coo SOUTHEAST CORN /% f / / / ON -GRADE CONC TE 0 r / OF STORM %/ f .! J / , f/ WALKWAY {SEE a 14 Z EW/ 3 COt CR E nl_1 /�f / STAKEOUT PLAN) 3. 3` STRUCTURE vs % ; ! / /// / M BUF ER((TNP.) ELEV.=440.067 `, , /� / /�l / I 12-26-08 9 ' WQ- // �fr/ C W. R GARDEN CENTER 11 ENTRANCE S / J l -- MH-: NEW FLAGPOLE LOCATION (30' HIGH) ISLAND L n s) (SLIDING GATE) I ' 1 GREASE INTE CEPTOR may; / /� / / if ��` BENCHMARK: #1 48 SEE ARCH P NS t y f j11 / i / i W �j I w 60p NAIL IN POL p XX� / n! N V D E ; f/./ Z Y »� #TK57 ELEV.=44 167TC �,! ' /' EXISTING I /r I � � V i FOUNDATION I•{ �T LYE \ — NT Y PLA E �k 10' PARKINf k . t `'N4l'.,.,. L�I}'}L 'e .1C � 4:L; 5 t . ..': :p. ,.p .. '.] yi. ., <.,, .. � \• '�.' k.i`. *rt. .aa+ 'F., ,.y na :- ,.. P�; d.. ji t. 1.4 t �+ —. a ti, t'v.lei ol..r?n. i:a .x w .i i.'^.S, .T: 4.^ n.b; , 4 .:'li .. (. �. ry '! ,..N l C}• � v. 1 If.^. Y .:.:, ARCH. � k.,ry.. L. r •r,.< ::� } .:�'=,.;:"i;^' ..c!! i�: � +' ,«a ;:,�:; s k,�; 5�, x I(: ,,,,, .�,ri«,� •- PLAN} T r "fj l �� / O EX!STNG EXISTING NCRETE 34:'.E (by ..'.... T 2 E c V O TRAFFICZSIGf7A6--- �'.. .... .... ... RETAININ ALL ;........'.'..' "� ....... .'.'.'...... .......... ..'.'.'.'.'.'. '.'. .'.'.'.'.'.'.'.'.'.'.'..'.. .... � °'� / 4" 55' . P �•,: ......�.. WSLI24 D. TAPER CURB & UTTER D4 „r TO BE FLUSH H O L'.' ........'.'.' ROW 8 ...... Q n y R32 4' ........'.'. PAVEMENT ONT . .............'...... o T DD L'.'.'.'..'.' � OF SIDEWALK T ............ ...... .. ... ............. ' TERRA M .. :. )'HIGH QUALITY NIT R CC•' ' . ' �' 1r GHTING POLE y PICAL "` P YP.) I S o / OWNER: S & B REALTY VENTURE, LLC > �•. r .................'. m x j ...... D. MS-1 / I / I ! ZONED: HIGHWAY COMMERCIAL 1� p OUNTABLE i 1 PARCEL#:04500-00-00-068D4 (STING 2 ' I I I I PRESENT USE: COMMERCIAL P GC Q CC o CC_ p DGE. STHIS Dek SANITARYSEWER/ J I a� / (CAR DEALERSHIP) $ O �8 Cv SITE LEGEND T8 21 ic �l- TRUCK EwT" SIGN (RFaNr ARROW). SEE PLAN FOR LOCATION. � "" 10' x 15' STRIPED AREA PAIN D 5 4' AT 45 DEGREES • 2'-0' OC 2 ' 24' 24' 24' 18` 24' 24' 24' 24' 18' 18 24' 1 8 24' f j/J ©AT JIB CRANE LOCATION. SEE ARSH i�UWS. e ¢'s 6 CC I ' /( © PEDESFRIAN CROSSWALK WTH 8' WIDE PAIND WHITE STRIPING PARALLEL TO DIRECTION 21 33 a j % OF TRAFFIC AT 2'-0- O.C. AND (11)-8- WHITE STRIPE PERPENDICULAR ON BOTH A _ 21 21 ENDS UNLESS NOD OTHERWISE. 'SEE SITE PLAN FOR WIDTH. O ," 23 21 21 `� 19 22 21 21 32 29 / J I (l� ' O PEDESTRIAN CROSSING SIGN FIN TYPICAL Ai PEDESTRIAN 0 - = SYSU4" "+1 O CROSSWALKS D WHITE ON PAVEMENT TYPICAL SEE DETAIL SHEET. / d / �i � O CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL Lp r. R -- ^' ++, I f1 f j F OF ALL EXTERIOR CONMETE EXCLUSIVE OF AR041TECTURAL CONCRETE). F7 S I ;1 / l EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. z -- �•Z RAMP PAVEMENT FLUSH WITH THE TOP of STOOP. ppp p�ppprr NEW STORM ATER x� O B`� PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE SEE DETAIL SHEET. UNDERGRO i,', _OWE jC XX XC; DETENTION -' - - S�LAND (t p.) APE _ V / O ( '' /'` 2 , �1 OI � �ETOSZE AND LOCATION FOR COORDINATION WITH ARCHITECTURAL PLANS. r �� 7 r O I O 4' WIDE x 13T LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. 13V4 I (5 \ ' J ' O CONCRETE COMPACTOR PAD REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE b ! S O ( 7 (8 �' / • EXISTING CONCRETE TRANSFORMER PAD AND POWER POLE TO BE RELOCATED AS (10 VIL12) (12) (12 (12) (12) (12) 12) p / / ' f I © SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS It t + ASSOC ATE PARKING 8 f J / ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE e= - f 1 , t OM PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN j ACCESSIBLE SPACE) + SW5U4" �` ' PAINTED IS AND TYPICAL UNLESS NOTED OTHERWSE. STRIPES SHALL BE R80 ` / f / ' O PAINTED SEE DETAIL L/SAT 2'-O' 0.G PERPENDICULAR TO THE PARKING SPACE ! + / EXISTING � T tl� �c'%� T / / r r r r O STOP SIGN "NO OVERNIG PARKING" SIGN ', -� �\ J - e I (I 1 f �C B NEW VDOT STD. •••444 I F J �P CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL 1 \ \ \ *1 NE*CONCRETE •N / CG-6. REP44GE �" -` --'�- S 1 \h \ \ \\ \ SIDEVI(ALK ' EEXIST PL4SEE '''''''''��� ` ` �``�• P t I j tI —'Aa A� 34I�JS ®BEFAI`DO NOT ENTER' SIGN �^—^ ` _ 2 D" LOADING ZONE AT ALL CURSED PARKING SPACE& 4 PAINTED YELLOW l�J 4+ — f STRIPING AT 2-O' O.C. PERPENDICULAR TO PARKING SPACE. TYPICAL -SEE DETAIL SHEET. �" •�" .,a 7' 44'9 WAL-MART TYPE 'A" CONCRETE CURB AND GUTTER TYPICAL SEE DETAIL SHEET. 6' WIDE PED W — — — — INSIDE STRIF 1 20 19 1D — o J O PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET Y S"� r. Sss. Q / B HANDRAIL 7i " rY \ 2q' 13 a �HE -- PLANS FOR - —546.1 W 08 224.99 �--5 6'17 OS"W T OH; STING O SUWNG SETBACK LINE PER ZOWMG ORDINANCE. OH —a' -- 0 E — OHE — -- -- OHE — — OHE — OHE — �—T t — 0 CHE SHE - TRAFFIC SIGNAL "NO PAWING FIE LANE' SIGN SEE DETAIL vDOT STD. I _ U 2.65' I __- O O " -'N S01'53'49"E 0 21 W EX. MONUMENT SIGN 00 Nip CH=43.96 O — — - W AISLE INDICATOR SIGNS TYPICAL MOUNT ON LIGHT POLE @ 12` x le" M EXISTING RIGHT IN / V' t++ WHERE APPLICABLE -SEE DETAIL SHEET. BALE REI C - — -- -- — 76 - RIGHT OUT ENTRANCE — -_ __.._ _w _ _ — - — -� -- I TG 14 W I i"i- � � — SSE- ARCEH PONDS- ash C ' L-45.93 - — — R=45.00 Z.O-REMAIN— —. .— .— -- —. _- -.._ ._.._. ..-_ ,.__ .-._ — — EMT4NG F�GT€RNAL --} - .._ _ •— -- � WAL-MART TYPE 'B' INTEGRAL CURB k GUTTER. -_ _ -_ -.-------- --- — _ 596'---------- — -_ — oy� SOUTH- BOUND LANES A=58`28'27° r — O 'NO TRUCKS' SON. SEE DETAIL SHEET. c� _ "TRUCK ENTRANCE' SIGN (RIGHT ARROW). ALBEMARLE COUNTY ENGINEERINC SEE PLAN FOR LOCATION. GENERAL NOTES FOR SITE PLANS -- --.- -- --. -- — \---•-•• --- --------••- -- -- -- --- --- •--- -- ---- I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 1 PERMIT SHALL BE OB M THE INED ALL SITE LIGHT POLES ACCURATELY REFLECTATHE REQUIREMENTS OFITHE PERMITNWHERE ANY DISCREPANCIES C AND FIXTURES TO BE PERMIT SHALL GOVERN. REFER TO ARCH. PLANS PAINTED BLACK. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA FOR SITE LIGHTING ELEC. CONCRETE POLE BASES CONTRACTOR SHALL CONTACT O`OUNLESS OTHERWISE NOTED. PLAN. TO BE PAINTED TRAFFIC 3. EROSION AND SILTATION CONTROL MESURES SHALL BE PROVIDED IN ACCORDANCE WITH YELLOW. MISS UTILITY @ 1-800-552-7001 AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER. SYSL/10 -SINGLE YELLOW SOLID LIN FOR LOCATION OF ALL UTILITIES, 4. ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED AND MULCHED. ....._..1. ,....,......,., ,., �,. , , , ,.,,,.1 AT LEAST 72 HOURS PRIOR OWNER: COMMONWEALTH OF VA ZONED: HIGHWAY COMMERCIAL & COMMERCIAL PARCEL # 04500 00 00-068D1 PAINT STRIPING LEGEND PROPOSED LAND USE SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE PERVIOUS AREA: 28.6 % (4 ACRES) SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH BUILDING AREA: 28.6 % (4 ACRES) E / 10' WIDE N36'43'30"E CH=286.04 L=287.35 WALMART STORE #1780 L 0 100, 200' RELOCATED UTILITY PROPERTY LINE F. AREA OF CONSTRUCTION `EXISTING UTILITY TRANSFORMER TO BE RELOCATED. NEW COLLECTOR BUS CABINET Nexgear® APS PowerSecure® GENERATOR ENCLOSURE SITE REFERENCE PLAN D ENVIRONMENTAL SITE CONDITIONS AND DESIGN LOADS — ASHRAE DESIGN TEMPS: 19.4-90.37 — ELEVATION: 455' AMSL — FLOOD ZONE: X —BEE: N/A — GROUND SNOW LOAD:30 LB/SQFT — RISK CATEGORY: II — WIND SPEEDS (3s GUST):11OMPH — SEISMIC DESIGN CATEGORY: B LEGEND EXISTING WIRING/EQUIPMENT NEW WIRING/EQUIPMENT NEW CONTROL WIRING/EQUIPMENT WIRING/EQUIPMENT BY OTHERS WIRING/EQUIPMENT TO BE REMOVED BY OTHERS z 0 a 0 U to W 0 w Q 0 i� aw L El DENNI LEIBOLD DATE, T Li , o. 409 4 March 18, 2022 ® ` CONFIDENTIAL & PROPRIETARY '•>�o,51 3 IZz �`�;� s�rpcC s ft 44 �111tt COLLECT CABINET RELOCATED UT TRANSFORMER RELOCATED METER NexGeare 0 81 16, ENLARGED PARTIAL SITE PLAN Scale: 1/8" = V-0" LEGEND EXISTING WIRINGIEQUIPMENT NEW WIRING/EQUIPMENT NEW CONTROL WIRING/EQUIPMENT — WIRINGIEQUIPMENTSY OTHERS CONFIDENTIAL PROPRIETARY WIRING/EQUIPMENT TO BE REMOVED BY OTHERS A L d Y 7 E C N L a r U � w u� Erg ^ , E 0 J W Y N U p mow c Y °? Orn Z O a of U U) W W of Q O w R BY, HK'B BP DA LG 2 W F N 0 5 0 a�a n K o rnN Z I.r N U W Q mr—y � 6] N=Y W K Ev�o 3 s g ❑ U w > F- UQ ry W d Z UAM March 18, 2022 E4 LEGEND EXISTING WIRING/EQUIPMENT NEW WIRING/EQUIPMENT NEW CONTROL WIRING/EQUIPMENT WIRINGIEQUIPMENT BY OTHERS WIRING/EQUIPMENT TO BE REMOVED BY OTHERS Conduit Size Schedule Refer to Specifications for type NO. Conduit Purpose Refer to Sheet # 1 1-2" CONTROL E6 3-4" POWER E2 5 6-4" POWER E2 14 6 EXISTING POWER E2 7 I-2" POWER E2 8 1-1" CONTROL E6 12 1-2" SPARE E2 24 6-4" POWER E2 CONFIDENTIAL & PROPRIETARY i �d �a u e > A, N W L 0 n 3 dm U V J V E N J EZW ./I U h L To N O m� z 0 a 0 U w W W H Q W K R BYE HK'➢ By DA LG w m r 0 0 r w w �N W w # °Q w �NZ% O � � 0 m E v > 0 m o O U 3 t w U W F aU w uW w rc Z ➢NTU March 18, 2022 E4.1 COLLECTOR CABINET RELOCATED UTILITY TRANSFORMER 0 2'-2" 5. I9n 60'-2" TO BUILDING 2'-5" 8" 10 18'-5" 1 I-3" Y RELOCATED UTILITY2'-2".i METER O NexGear® APSE 4'-1" C 9" I V-s" 5'-10" t—slur 019.I 8" ® / I N' PADLAYOUT S f CONFIDENTIAL, PROPRIETARY LEGEND EXISTING WIRINGIEQUIPMENT NEWWIRINGIEQUIPMENT NEW CONTROL WIRINGIEQUIPMENT WIRINGIEQUIPMENT BY OTHERS WIRINGIEQUIPMENT TO BE REMOVED BY OTHERS I I I I I i LD �Q W o m W F o. p (9 2 .> W $ _= 0] N=Y � U W QC� A �- U BF� 7 Z ➢R7Fi March 18, 2022 r\ s1�2 ��.��; E4.2�] I