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Home My WebLink AboutSDP200200133 Plan - Approved Minor Amendment 2003-03-13Site Development Data SITE DATA: Tax Map 61, Parcel 148 Deed Book: 1827, p. 43, 45 Plat Deed Book: 1006, p. 605-607 Plat Deed Book: 855, p. 216 Deed Book: 823, p. 99 Plat Deed Book: 815, p. 667 Deed Book: 1458, p. 542 Deed Book: 1395, p. 279 Deed Book: 769, p. 467 Deed Book: 649, p. 56 Deed Book: 234, p. 129 Deed Book: 202, p. 204 Deed Book: 170, p. 207 Deed Book: 134, p. 16 SETBACKS: 30 ft. building setback from public streets 10 ft. parking setback from public streets LOCATION: Street: 1067 Gasoline Alley, Charlottesville, VA. 22901 District: Rio County and State: Albemarle County, Virginia OWNER: Greenbrier Service Center, LLC 1067 Gasoline Alley Charlottesville, VA 22901 (434) 973-3108 BUSINESS: Repair Garage and Rental Trailers and Trucks EXISTING CONDITIONS: Existing Repair Garage and Rental Trailers and Trucks PROPOSED DEVELOPMENT: Expansion of Repair Garage and Document Existing Conditions LAND USE: Parking of Rental Trailers and Trucks and Vehicles Associated with Repair Garagle BUILDING USE: Repair Garage BUILDING HEIGHT: 20 ft. Conditions of SP-92-16 1. Staff approval of lighting plan and landscape plan; 2. No loudspeakers; S. There shall be no flags, pennants, banners, streamers or strings of lights; 4. Area for storage and display of vehicles for sale or rent shall be limited that area approximately shown as ''New Parking Area Addition'' on Attachment C initialled WDF 4110192. PARKING: Required: 1 parking space per employee (7 employees) 2 parking spaces per service bay (6 service bays) 1 parking space per 1,500 sq. ft. of storage (21,476 sq. ft. of existing and proposed storage) Total Parking Spaces Required = 33 Provided: 7 parking spaces for employees 12 parking spaces for 6 service bays 14 parking space for 21,476 sq. ft. of storage Total parking spaces provided = 33 Note: All parking spaces and travelways are gravel. No. of Employees: 7 Zoning: C1 Acreage Existing (Sq. Ft.) Proposed (Sq. Ft.) Building 2,544 (3.6 %) 4,056 (5.7 %) Gravel and Pavement 23,693 (33.2 %) 37,424 (52.5 %) Other Impervious Area 330 (0.5 %) 0 (0.5 %) Open 44,712 62.7 %) 29,4 ) Total 71,279 (1.636 ac.) 71,279 ((.3 1 .636 ac.) Disturbed Area 9,039 Sq. Ft. APPROVALS: General Construction Notes: to 1.The site is not near a watercourse or within a reservior watershed. 2. The site lies in an area designated as Zone C (area of minimal flooding) as shown on maps by the Federal Emergency Management Agency. 3. The location of existing utilities across the line of proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures before commencing work. He agrees to be fully responsible fair any and all damages that might be occasioned by his failure to exactly locate and preserve any and all underground utilities. 4. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). 5. The acronym VDOT refers to the Virginia Department of Transportation. 6. All materials and construction methods shall conform to current VDOT Road and Bridge Specifications and Standards. 7. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 8. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill slope is 2:1. Where reasonably obtained, lesser slopes of 4:1 or better are to be achieved. 9. Paved or rip —rap lined ditch may be required to stobilized a drainage channel when, in the opinion of the Director of Engineering or his designee, it is deemed necessary. 10. All traffic control signs shall conform with the the Virginia Manual for Uniform Traffic Control Devices, latest edition. 11. All excavation for underground pipe installation must comply with OSHA Standards for the construction i(29CFR Part 19,26). 12. Existing private septic tank and drainfield. 13. Source of topography and survey: Thomas B. Lincoln Land Surveyor Inc., November 11, 2002 14. Benchmark: Survey control point T-2, top of railroad spike located in Gasoline Alley west of the Southern Railroad, elev. 443.37 ft., USGS vertical datum. 15. Site plan approved October 21, 1987. 16. Area for storage and display of rental vehicles shown approximately as approved by Bill Fritz on April 10, 1992. 17. No new lighting is proposed. 18. Outdoor lighting: Each outdoor luminaire equipped with a lamp which emits 3,000 or more maximum lumens shall be a full cutoff lurninaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 19. The spillover of lighting from outdoor luminaires onto public roads and property in residential or rural areas zoning districts shall riot exceed one—half (1/2) foot candle. 20. No new sign is proposed. 21. This site will generate less than 350 vehicle trips per week. 22. All parking and travel areas will be gravel surfaces. 23. Trash removal responsible of property owner. 24. Minimal grading is proposed. 9.039 sq. ft. will be graded for parking and building construction. VEHICLE TRIPS PER WEEK VEHICLES 7 Employees x 2 trips = 14 4 bays x 4 vehicles = 16 (avg. 1 vehicle every 2 hours) 2 bays x 0.5 vehicle per day = 1 (extended work) Total Trips per day 31 x Garage Days 5 days x 62 veh. trips per day 10 rentals per week x 2 trips TOTAL VEHICLE TRIPS PER WEEK 2 trips per vehicle = 62 vehicle trips per day 310 vehicle trips 20 vehicle trips 330 vehicle trips \\K< X ................... >// �l Albemarle County Department (of Planning and Community Development Q. Albemarle County Department of Engineering Albemarle County Department of Zoning Albemarle County Department of Health Virginia Department of Transportation November 25, 21IM January2a, 2= Febnlary 6, 2M 0. DAVI D C. �h/YAR1T, 5;2.: 1p No. 07511 1,, ttab&�.l SHEET I OF4 U GE PA W. D. D. ZO Us TMF VEF BE7 D.E ZO� USE N77 °54 ' 33 " E 7-7 nn' R=1850.10' A=32.00' T=16.00' C=32.00' R=1850. 10 ' SOUTHERN RA IL �vn v A=88.77' - r—AA An i 41- n // to Lo I/ _f i'P) a"- / C°�'/ !y / / Cb Uir = =N I iHUN rUUNU CMP = CORREGATED METAL PIPE CPP = CORREGATED PLASTIC PIPE ES = END SECTION FF = FINISH FLOOR TMP 61-147 FH = FIRE HYDRANT GW = GUY WIRE Landscape Schedule for Biofilter (20 Trees C Shrubs 3 Red Maple (Acer rubrum) At Least 12 ft. O.C. - 1" - 18 Required) caliper at planting - RM TAYLOR O.S.OHT D.B. ZONE: Use: OIL COMPANY 727 P. 464 465 P. 257 PLAT HC & C-1 Automobile Service Center and Car Wash OHE = OVERHEAD ELECTRIC LINE = OVERHEAD TELEPHONE LINE PVC = POLY -VINYL CHLORIDE PIPE RCP = REINFORCED CONCRETE PIPE SOMH = STORM DRAIN MANHOLE UP = UTILITY POLE WV = WATER VALVE 3 Pin Oak (auercus palustris) At Least 12 ft. O.C. - 1" caliper at planting - PO 7 Red Osier Dogwood (Cornus Stolonifera) At least 8 ft. O.C. - RD NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES I SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE 7 Winterberry (Llex verticillata) At Least 6 ft. O.C. - WB LOCATED USING UTILITY COMPANY LOCATIONS, CITY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL BENCH MARK IS SURVEY CONTROL POINT # T-2, EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TOP OF RAILROAD SPIKE LOCATED IN GASOLINE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEY WEST OF THE SOUTHERN RAILWAY. MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE ELEVATION 443.37 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TITLE REFERENCES FOR TMP 61-148 GREENBRIER SERVICE CENTER, LLC D.B. 1627 P. 43, 45 PLAT D.B. 1006 P. 605-607 PLAT D.B. 655 P. 216 D.B. 823 P. 99 PLAT D.B. 815 P. 667 D.B. 1458 P. 542 D.B. 1395 P. 279 D.B. 769 P. 467 D.B. 649 P. 56 D.B. 234 P. 129 D.B. 202 P. 204 D.B. 170 P. 207 D.B. 134 P. 16 ZONE C1 1067 GASOLINE ALLEY CHARLOTTESVILLE, VA. 22901 'age and Oispla f gpril IV. W1p 1992 of Vehicles for Be Rele quested Cilimbe�gBill Fritz andastated in nt quested For Use on Uune 18 1992 �t - Special Use Perm�t Storage and 15 the area Amendment sit days Vi� the s desgganded lon l this plan Y of ginia prin fall. schedule. (To Be Those Submitted 01-27-03) i1A I OIL COMPANY P, 411 lobile Service Center OF ROAD FRONTAGE) USLIC ROAD planting - SM inting - WO SPACES) RM ng - PO .sting ; 15 Needed Greenbrier BMP PLAN Service TAX MAP 61 PARCEL 148 ZONED: CI ��'�''' . f , 1067 GASOLINE ALLEY .. Ce to C RIO MAGISTERIAL DISTRICT n r LL ALBEMARLE COUNTY, VIRGINIA OWNER, GARRY HICKS 1087 GASOLINE ALLEY CHARLOTTESVILLE, VA. 2280 0 2 - 0 6 - 2 0 0 3 ' ENGINEER: DAVE WTAN7 P.E. 4688 GAM RD. CROM. VA 8293E REVISIONS 01-20-03 REDTOP GRASS WITH SHEET- SCALE20, STRAW MULCH 3 -OF-4 SOD TURF SOD TURF - COVER COVER 8 IN. PVC FOR RUNOFF FROM TMP 61 - 147 26' UNDERDRAIN GRAVEL 50% SAND 30% TOP SOIL CROSS SECTION OF 20% LEAF MULCH BIOFILTER (A —A) 1. The biofilter shall have a surface area of least 1045 sq. ft. and have 2:1 sides. NOT TO SCALE 2. The biofilter soil mix shall be 2.5 ft. thick. 6" PERFORATED PIPE 3. The biofilter soil mix must be Luck Bio—filter Mix or tested and approved equivalent (50% sand, 30% top soil, and 20% leaf mulch). For more information please call Water Resources personnel at (434) 296-5861. 4. The biofilter is not to be installed until the site is adequately stabilized according to Water Resources Personnel (434) 296-5861. 5. Three red maple (acer rubrum) and three pin oak (Quercus palustris) 15 ft. on center and having a minimum caliper at planting of 1 inch shall be placed evenly throughout the biofilter. Twelve shrubs, 7 Winterberry (Llex verticillata) and 7 Red Osier Dogwoods (Cornus stolonifera), 1 placed 8 ft. on center and spread evenly throughout the biofilter are required as well as the trees. to2.8 FT. COVER TOP OF LOT 442.D' CLEAN -OUT WITH Exi ing 12 in. Pipe WATER TIGHT CAP 4 in. Cover Existing PVC Pipe 443.13 ft. �\ TOP 440.95' ($ o 12 IN. BUSHING) RP J 36.57 ft. INV. 439' R\P P o ° °o °o_° — .: :. 18" CMP ® . .. :.. 4.8% _ a'r s �. :: :• :..:;:r,,;} s �:. :.____-___�� . :;. .;..: .�.�:�"• '�'' eS.r ��•�. '�-•,'�._c��x,lia.�.or."rKc"aav'Sv�ie"Mv+�,o�a��3raee:o.'re•• -' : .. ...r...weK..-sue.. .rwt r.•t....:..v...v.rvt INV 431.14 ..._ _ .nt..-,-..n..= .v..,�,.•..,.-..�.,, 22.5 deg. Coupling 1DEEP (MIN.) 2.5' DEEP (MIN.) 6 UNDERDRAIN GRAVEL 50% SAND (AASHTO M4.3, 1/2"-1") 30% TOP SOIL 8 in. PVC TO CARRY 6" PERFORATED 20% LEAF MULCH FROM TMP 61 — TO 8 IN. BUSHIN RUNOFF 147 WRAPPED IN FILTER FABRIC PVC PIPE ® 1% SAND: 0.02"-0.04" Avg. s = 8.8% SLOPE (MIN.) TO DI STM C33 FINE) 5 ft. - 6" NON -PERFORATED PVC PIPE ® 1% SLOPE INV IN 436.6' CROSS SEU;TION OF BIOFILTE�'. (B—B) NOT TO SCALE A 42 LANDSCAPE SCHEDULE FOR BIOFILTER 441 20' IP—Rap o° 00o RM — 3 RED MAPLE (ACER RUBRUM) 1 " MIN. CALIPER AT PLANTING — AT LEAST 12 FT. ON CENTER RD 0 ° oO ° O °° 0 0 0 PO - 3 PIN OAK (QUERCUS PALUSTRIS) 1" MIN. CALIPER AT PLANTING - AT LEAST 12 FT. ON CENTER 00 0 RD Pp RD °° o RM RM _ DW 7 RED OSIER DOGWOOD (CORNUS STOLONIFERA) — AT LEAST 8 FT. ON CENTER 000 0 ° 8 IN. PVC °°°(9�° WB ��- WB - 7 WINTERBERRY (LLEX VERTICILLATA) - AT LEAST 8 FT. ON CENTER °° ° Q �° o _ �, WB WB ,@W13 a °0 0 00 o o IP—Rap �► ORD o 0 DRD WB RD RM 26' GREENBRIER SERVICE 0PO WB W B P O 41 LR 40' 0 � CENTER CLEANOUT (TYP.) A SHEET 3 OF 4 PLAN VIEW BIOFILTER DETAIL NOT TO SCALE r, e, i e' e, r e, r, e r,CO O � r o) -r., . ^ e , v N l(J Q i j -Lj R=1850. 10 ' rr) A=32. 00 ' _ 01 ; �� 180. N77°54'33"E T=16.00' A=8857710 SC�THERN 27. 00 ' C=32. 00 ' T=44. 40 ' RAI�Wg y %r` �� " .,_; CB=S05 05 ' 25 " E C=88. 76 ' COMPANY �' DELTA= 0 °59 ' 28 " CB=S03 ° 13 ' 13 " E n S 19 ° 17 ' 46 " � �� Q DELTA= 2 °44 ' 57 " �a�oe gig e` \ t\ � � �d o{ 5�a� R _ 18 5 0. 10 ' Q, SO4 ° D L E A=88. 77 , 25' xCcz, T=44.40' r / 456.65 \ 7 8 • 45 E z�_�ry i / _ - - -� 443.95 C=88. 76 ' GRAVEL PA ED / co J �/ o 0, ( ( i / 443. CB=S03 ° 13 ' 13 " E AREA AR A / / / / PAVEDrD ary 452. 9 _ / / / / / 44 60 , k DELTA= 2 °44 ' 57 " J �� AREA �� mm / / �� / '� ;-' ✓ / \ ;� GRAVEL 454.11 ry / 45�. / TITLE REFERENCES FOR / 0 Y - / / �r TMP 61-148 \ i AREA C 45 20 .� , z o / / / / / / / \ ROADPAVED / e `°v °' \ BENCH '� GREENBRIER SERVICE CENTER, LLC 4� � 38 �--- - -� ^+ �.. / / / T I MB 4 42 . B / e °' o ° / / WA ER 1 \ MARK i ' D.B. 1827 P. 43, 45 PLAT 455. 8 453.53 �� / / / , / 'r- LL I \�P� \ TQ / 442. 24 / ' / e` D.B. 1006 P. 605-607 PLAT ,, D.B. 655 P. 216 g o 11-1"' -_ - - \ / / N FF rBR_1CtK - - - - - ' " .S / �p D.B. 823 P. 99 PLAT �_ / / � �J�-_ �\ / I " NV 442 5 �36�I57 ��° r, per, D.B. 615 P. 667 �� / / //'/j�� " LO�KRY I V b�T S 03. NB8 °42' 36"E \ r`� �QQ�p R=371. 20' D.B. 1458 P. 542 A=75. 59 ' D . B . 1395 P . 279 OFF 4 .4 6 Off• 9.79' \ ,, V'z?4� D.B. 769 P. 467 �� _ / ICE sr, , �� T=37. 93 ' j 4%4i�3 / / f 1 /11 / I t\ /' REMAIN) �I Qzo� C=75. 46 ' D.B. 234 P. 129 450. 4/ /1 /1 (( o i t 1 / ( _ D . B . 202 P . 56 / / 4_ ` ; � � \ �f.,�'tip// _ 42. 12 CB-S 18 05 ' 16 " W D . B . 202 P . 204 III II / FF - _ g 4 14 - - - i; 41r DELTA= 11 °40' 03' D.B. 170 P. 207 t I t / 443. D.B. 134 P. 16 TMP 61-146 / _ _ - - ` / /" I / I - - _ _ � _ �' " ODD // AREAGRAVZONE GEORGE H. AND / / / i / ' _..� o //111 / �11 / CONC . I LOCK o _ \\ (� SDMH 4� �1B // ` ` - - ZONE C 1 PATRICIA F. FITCH / i --'' -' / / t \\ T TOP \ - - HAR GASOLINE ALLEY CHARLOTTESVILLE, VA. 22901 W.B. 60 P . 45 LU / / 15y CHERRY / / / �// i I t / FF *AB ALL A:L-G. 0UN�' \ // 442. 18 \ / o / 4. 07 / 4 ra (TBR) �� 44 . 0 ,�i 441 : 59'- - - D.B. 295 P. 472 N- _ / 4'51 . 47/` / / 1 t " 43. 1 c / ti \\ D.B. 265 P . 497 PLAT m / LOT 1 i / / / / \ / EXISTING / co Q• %r ��' ZONE: C1 cU m / / /' ✓' ` ' / / o / /' I 8L0 STORY a o / \\ 8 �'�' ' + Use: Residences P 61 a48 / / // / CK 1 Q ca' \ iy \ / AGE a \ , / 443. L�¢�. /� I 443. 05 � � / / � � � / GW (DEMOLISH)�r.� � o \\ ' \Dp •� l \ \ \ / / jOEENBAIE SERVICE CE TER LLe � xco _ vj Z / / / i / / / lll in I UP % FF E ` \ \\\ ,'�, �eQ 6 A �7'�. 279 ,F.� / ni I / 442.48 0-,��0 �.,� 3 ;�r�o �oJ ~ \ 45" RCP/ / 442.3 ` /04rj) q � c' \ 442.61 \ ITV IN i \ Ccj a) (o is a IF 443. 97 \\ ITJ o '�' / ph �o \ � � 442. 1 ; J' %/ / / \\ 442. 38 c� / \ \$ 444.61 �J z.r - oo IA 445. 10, 1;42. 4 �6 \\ / / 441 6 / / I GRAVEL / \ \ _�--- Lu / 24" DB MAPLE \ OJ \� , / / i f (/ 1 f f v� t I 4 4 0 !/ = PARKING '/ 441.58 \ / / / I /A� C9 / 442;8'5 GPP \' \ 2. 26 / / t ^''� /co/ / / / // JV CU / \ `may 20 '1 PERMANENT // �� -•'' e / - - TMP 61-151 A - IF In / `�' \\ WATLRLIN EASEMNZ \ \ / t \ ► I I �,� �/' - / MONTICELLO OIL COMPANY D.B. 1458� P . 542 I - ` - -` - - - D.B. 1376 P, 411 ZONE: C1 441 74/ I CO / - Use: Automobile Service Center 41.59 \\ ` _ � 8 i I / 44 - - - - 447. 4 / / �P� 44/ W IQ 30" WATERLINE W _ _ ° ° \ - - - - -� 50 / q�I Q) _ _ 4 41 . B 5 0:�° a j !! / / / o / / a 1 e_ ( ter an 25 - ' / nnclnr�r I 64 110.53' 82.62' -"--- / --- / o / '- IF 0.`1 IF ° , �, ° TMP 61-146B VERNON H. AND BETTY W. ANDERSON D.B. 629 P. 637, 639 PLAT ZONE: C1 Use: Automobile Service Cente N 44 �5- W IF - '` -6P�?C I ! 01NIif JI 26 W jett. 51 O,TAL �47•. - - - i�� 443. 13 44 2 \ o 45 _- _+--_----`--- --� _ / INV IN �J 01 N12°37'15„W o - - -a_ --•-'- ` \� - r ; f/ / 42.75 443. j�A 60 92 '450 / a Q49` �3 / / /�/Q a, \1i. -EMP 1► 450.61 Q Q 0 I i o I ¢ FH*O ®WV LEGEND: BIF = BENT IRON FOUND CMP = CORREGATED METAL PIPE CPP = CORREGATED PLASTIC PIPE ES = END SECTION FF = FINISH FLOOR TMP 61-147 FH = FIRE HYDRANT GW = GUY WIRE OHE = OVERHEAD ELECTRIC LINE TAYLOR OIL COMPANY OHT = OVERHEAD TELEPHONE LINE D.B. 464 727 P. 464 727 PVC = POLY -VINYL CHLORIDE PIPE D.B. 485 P. PLAT RCP = REINFORCED CONCRETE PIPE ZONE: HC G C2 SDMH = STORM DRAIN MANHOLE Use: Automobile Service Center UP = UTILITY POLE and Car Wash WV = WATER VALVE NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL BENCH MARK IS SURVEY CONTROL POINT # T-2, EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TOP OF RAILROAD SPIKE LOCATED IN GASOLINE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEY WEST OF THE SOUTHERN RAILWAY. MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE ELEVATION 443.37 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.