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Home My WebLink AboutSDP199500033 Plan - Approved Minor Amendment 1995-06-30TM 20 PAR 209 ZONED RA N7150 03E 14 (29.16') / \ N65 54 43E GENERAL ELECTIRC (13 / TM 20 PAR 19E EXIST 0 EXISTING CHEMICAL ZONED RA STORAGE BUILDING O6 36 REG SPACES 1 IN THIS AREA �AATC \ SEE SHEET N0. PP -2 RK 1 EXISTING TAN \S� JOB 9419 FOR WORK EXISTING WH #1 FILIT REQUIRED IN THIS ' E(2 GENERAL ELECTIRC VICINITY MAP 1"=2000'-0" / BLDG\ 12 TM 20 PAR 190 (2.00A) - O NO6 77 20W DB 647-294 (30.21') ZONED RA / ® yyjj \ \ \ R=3784.25' 525 41' Ef1A5TE BUILDING S D=11 21 50 N23 29 05E 577 16 35W / / \ (33.36') A21 CHRLES BAKER TMPAR1 ZONED RA S77 16 33W DETENTION \ 11 (167.02') S70 38 40E F _POND \ BORROW SITE (aos.za') 0 GENERAL ELECTIRC ZONED RAR 13A (4.00A) DB 338-228 PLAT L=245.85' TM \ O32E2E PAR 1 AS / \ R=952.54' TM P 1 DB 690 PP. 232 �N� / \ \ D=14 47 18 -_- ZONED PRD N875609W (ae.37'> col SQP�/� ZDW 5951 _a60wPOE 535 11 14W (61.50') EXIST T EXIST TURNING LANE CURVE DATA O NO. DELTA RADIUS LENGTH 1 88 31 25 40.00' 51.81' 2 03 46 36 379.26' 25.00' 3 43 53 11 4 14 21 07 379.26' 379.26' 290.50' 95.00' 5 38 10 27 379.26' 252.69' 6 06 30 39 490.09' 55.69' 7 44 53 O6 8 21 32 09 490.09' 490.09' 383.93' 184.21' 9 05 07 21 1500.00' 134.10' 10 09 39 48 11 00 21 12 1500.00' 1754.25' 252.98' 10.82' 12 11 21 50 1784.25' 346.45' 13 05 55 20 14 39 40 39 1490.31' 171.21' 154.04' 118.56' 10 RE It -- 10 %10 REO SPACES G SPACES i 11AENt Ofe pF Oc1O \ O / \ GENERAL ELECTIRC PAR12 TM(7.393A) \ TM PAR 50.263A) \ZONED L-1 1TOTAL = 57.6.6 56A SEE SHEET NO. PP -2 JOB 9503 FOR WORK REQUIRED IN THIS AREA \ O 49 REG SPACES 4 IHC SPACES \ / / S27 30 18W S41 11 26W / (100.72') (100.72) 534 20 52W (697.39') \ / �- S34 2C 52W (840.00') i - -- - - - - ANE SOUTH BOUND LANE NORTH BOUND LANE NOTE: SEE SHEET S-1 FOR GRADING PLAN FOR BORROW SITE. OVERALL SITE PLAN SCALE: 1 "=100'-0" REICEIVECP°"po 0 3 0 1995 oR Planning Dept L=43.04' R=2404.93' TECHNOLOGY BUILDING 111111""' N42 49 N74 j3 57E W (35.751- 3 N42 49 205 0.00)1 1414 13 57E (3 N42 49 20,N 5j4 13 57W (30.0 N42 49 20W (78.13') W. H. HANDCOCK TM 21 PAR 13B ZONED RA GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR TRAFFIC CONTROL DEVICES, LATEST EDITION. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PARKING CALCULATIONS EXISTING PARKING: NOTE: UPON COMPLETION REGULAR SPACES 748 SPACES OF FACILITY UNDER HANDICAP SPACES 20 SPACES CONSTRUCTION. TOTAL PARKING 768 SPACES WILL GAIN 81 SPACES DUE TO NEW PARKING LOT CONSTRUCTION EXISTING PARKING AFTER NEW CONSTURCTION: REGULAR SPACES 829 SPACES HANDICAP SPACES 20 SPACES TOTAL PARKING 849 SPACES PERSONNEL: PRESENT ADDITIONAL TOTAL FIRST (MAIN) SHIFT 870 PEOPLE 82 PEOPLE 952 PEOPLE SECOND SHIFT 106 PEOPLE 0 106 PEOPLE THIRD SHIFT 50 PEOPLE 0 50 PEOPLE PARKING REQUIREMENTS: ONE �I SPACE FOR 2 EMPLOYEES ON MAIN SHIFT PLUS ONE (1) SPAC ER 500 SQ. FT. SPACE OPEN TO PUBLIC. PARKING REQUIRED = 952 / 2 = 476 SPACES VISITOR SPACES (EXISTING) = 53 SPACES TOTAL SPACES REQUIRED = 529 SPACES \ 7 STATE ROUTE 606 6 79 REG SPACES 2 HC SPACES rN14 j3s 22E ('10)(30 �w a SITE DATA ZONING: Lt (FORMERLY M-1) BUILDING USE GROUP: F-1 SURVEY AND TOPOGRAPHY PROVIDED BY: W.S. ROUDABUSH; ROGER W. RAY; DOWNING SURVEYS' INC; GLOCKNER & LINCOLN AND JOBEE ASSOC. SEE SITE PLAN THIS SHEET FOR TAX MAP NUMBERS, PARCEL NUMBERS, DEED BOOK NUMBERS AND PAGE NUMBERS. THE SITE HAS TWO (2) EXISTING STORM WATER DETENTION PONDS. THERE ARE NO OTHER BODIES OF WATER OR WATERCOURSES ON THE SITE. THE SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHEAD. AREAS: TOTAL SITE AREA: 57.656 ACRES. BUILDING AREAS: (EXISTING BUILDING FOOTPRINT SHOWN). CHEMICAL STORAGE BUILDING:3000 SQ. FT. CNC %) 1 BUILDING: 10500 SQ. FT. ONC#2 BUILDING: 10500 SQ. FT. DEPARTMENT OFFICE BUILDING: 41666 SQ. FT. ENGINEERING BUILDING: 17784 S0. FT. FILTER BUILDING: 1036 SQ. FT. GROUP OFFICE AND LABORATORY: 13000 SQ. FT. HAZARDOUS WASTE STORAGE: 1320 SQ. FT. MANUFACTURING BUILDING: 159230 SQ. FT. TECHNOLOGY CENTER: 18000 SO. FT. TOTAL BUILDING AREA: 276036 SO. FT. NEW MANUFACTURING/DOCK ADDITION: 32446 SQ. FT. EXISTING BUILDING FLOOR AREA RATIO: 10.6. OF TOTAL SITE. NEW ADDITION FLOOR AREA RATIO: 0.12x OF EXISTING BUILDINGS. NEW ADDITION FLOOR AREA RATIO: 0.013- OF TOTAL SITE. HEIGHT OF EXIST MANUF. BUILDING: 29-7112" PARAPET HEIGHT. HEIGHT OF NEW ADDITION: 29-71' PARAPET HEIGHT ADDITIONAL INFORMATION: 20x OR GREATER SITE SLOPE: NONE AT THIS SITE. WATER AND SANITARY SEWER FACILITIES: ADD NEW 1TOILETS. STORM WATER AND DRAINAGE: NO INCREASE - REPLACING EXISTING PAVING WITH NEW BUILDING CONSTRUCTION. REROUTED A PORTION OF OF EXISTING STROM WATER TO EXISTING LINE UNDER EXISTING BUILDING. ELECTRICAL SERVICE: EXISTING - NO CHANGE. TELEPHONE SERVICE: EXISTING - NO CHANGE. PARKING/PAVING SEE SHEET PP2 FOR EXTENT OF PAVING. SEE PARKING CALCULATIONS. STREETS, TRAVELWAYS, EASEMENTS: EXISTING - NO CHANGE, INGRESS AND EGRESS TO/FROM SITE: EXISTING - NO CHANGE. AREAS FOR PUBLIC USE: EXISTING - NO CHANGE. TRASH STORAGE/COLLECTION: ADD ONE (1) COMPACTOR. LANDSCAPING: SEE DRAWINGS. EXTERIOR LIGHTING: SEE DRAWINGS. SIGNS: EXISTING - NO CHANGE. THE NEW ADDITION WILL BE CONSTRUCTED TO MATCHI THE EXISTING MANUFACTURING BUILDING. O` \ (S�9 A9 1J 01 ) O 5b. \ N1 4 Ab q9E O RANOCK ELECTRIC GO OPERATNE 1 TM 21 PAR 120 (1.875A) i00' VA' POWER �SEMENT 5'013b' 1,263' F J pot O 514 13 57W4 16 A,9 O 5, S5410 3E 0' 20E S30 20 37W (IGII F (64.80') 37W t - S35 13 45W S35 13 45W (35.45) S39 2054W N (94.52') (35.49') S34 20 52W (80.31') Oj 150.01' (131.00') I 534 20 52W 28.91') F/ SIGNATURES NGINEERING - 1 i IRE OFFICIAL -' EALTH DEPARTMENT LANNING& COMMUNITY DEVELOPMENT ERVICE AUTHORITY DOT t ONING STATE ROUTE 606 ING LANI, AMENDED TO ADD NEW PARKING AREA LTH OF DALE C. HAMILTON & ASSOC. ADDITION TO owP ARCHITECTS CNC MANUFACTURING FACILITY DALE C'H I N A.I.A. G.E. FANUC CeTNf�Ca,) 1111 F CHARLOTTESVILLE, VIRGINIA ((\\ G ALBEMARLpE COUNTY, VIRGINIA r 1 REWSED 03/29/95 E ADDEEED PARKING LOT ISSUED OVERALL SITE PLAN, NOTES, ADDITIONAL DATA DRAWN CHECKED PROJECT NO. SHEET NO. i NRH 'o DCH g 419 DATE SCALE & P P - 1 al 13/24/94 03/29/95 �I NOTED 9503 a D PINE TREE (EXIST) ® ' • 0 EXIST 24'- ® • G �,3" TOTAL THICKNESS • �f (11/2" BITUMINOUS CONC. ® • • NEW WHITE EARING SURFACE - S5 & IE%IST PINE TREE DRAIN 1 1/2" BASE BIT. CONC. - SID) • • TREE ® NEW 15IPE STORM G PRIME COAT ® ® ® • (7.13. SLOPE) `x EXISTING TREES • oO oa Qa Qa Qa Qo QoaIST ® TIREE EXIST 24" ® • EXIST 15" NEW GRADE FIN PAVEMENT 8" AGGREGATE BASEEXIST ® TREE COMPACTED SUBGRADE nPAVING SECTION SCALE: NONE GROUND WIRE W/ TG INV EL 471.00' BOLT AND LUG BE INSTALLED IN / CONDUIT GR7()UT. VERIFY NON -SHRINK TOP FOUNDATION MUST DE LEVEL FROM THICKNESS WITH POLE MANUFACTURER SS FIN GRADE 18" DIA AUGERED 4 5 I ANCHOR BOLTS - VERIFY EXIST HOLE 6'-0" MIN DEPTH SIZE, NUMBER, & SPACING EXIST 8" 8" • TREE — WITH POLE MANUFACTURER SCALE: 1"=20'-0" HORIZ — 1"=10'-0" VERT FROM & 16 EXIST 15" 15" c rc REO'D. I GROUND ROD 3/4"0 X 30-0" — WITHWONE LALK AYER 6 x 6- W2.1 x W2.1 WWF FIN GRADE TOP 12" BRELOW FIN DI -1322 EXIST 24" (EXIST INV. 4 7.39' Y -4-I ADE GRADE E%IST• ypq� Q EXIST TREE TRE • DI -823 (EXIST) (EXIST) P ro QST DI- (E ST) NOTE: WHERE (NEW LIGHT POLES) ARE NOTED ON PLAN _ Z FROM FACE OF CONC. FIXTURE - - - N fn Q 0 'NH o. OR TO NEXT AS INDICATED ON PP2 - 01 490) NOTE: p,LTH OF DALE C. HAMILTON & ASSOC. PROPOSED EXISTING LIGHT POLE TO BE REUSED PROVIDE NEW ANCHOR BOLTS OF CORRECT ` FOR TION ALLABASECQRB NEW PARKING LOT PARTIAL SITE PLAN & DETAILS -C14 (EXIST) 1 \ L SCALE: NONE SCALE; 3/4"=1'-0" (( )) DALE C. H TON A.I.A. G.E.INVx45s.63 GFAN UC DRAWN CHECKED PROJECT N0. Ce6tlf f 0. 1111 '9 \ SHEET NO. EXIST 24" CHARLOTTESVILLE, VIRGINIA WRH DCH TO DI-B11A n / Q ALBEMARLE COUNTY, VIRGINIA 9503 PP -2 a \ ISSUED DATE SCALE MH -S6 IED AR FREVISED 05/02/95 05/24/95 03/29/95 1"=20'-0" of BENCHMARK (EXIST) EXIST GAS LINE!!�^^ 483.84'-, EXIST 8' EXIST \ ` -C24 _LIGHT POLE — SSS (DI NIST) J \, 11 II 469.95' W 495E NEW �- — I I 1 �\ EXIST 15" SS EXIST 8" EXIST WALK ` �— \ — — _ / / (TO REMAIN) \ NEW WALK — _ — — — — — / / �• / / / / / DI C23 •— (EXIST) EXIST 4" S sem. , • — — — — — — / / J TREY EXIST 15" ISTIOR EJECTOR _ SI IRUB3 _ _ / / ( PEE)/ / / / / / / / ' STATION � - / / / TRIS'( / / / ( IST) 1 0' 25 ARKIN 25 ACO 5 AT 9-0" / / / / / /7/� MH -SB (EXIST) — X/ / / NE / (470) \ `X -EXIST GAS LINE / • TNEWREE / / / / / / / I p{( EXIST GAS LINE REMOVE EXIST WALK - XX URB AND WALK EXIST TO REMAIN) _ _ _ _ -- / / / / / / • /EXIST XX T�EE� // EXIST 15" — — /� / / J XX \ — z E%ST LO SH UBS • Q 1 PAR 11 NIS S ACES 9'-0 / / _i 189 -0.. x 1 / fEW WHITE PINE�REE / EXIST 15" GAS yAE _ 91--C}� EXIST 15" O (EXIST) 1• 3 - NEW �• MAPLE) �l / •' /• NE HIT�E/ / 1 0" 8 PAR ING S ACS 9'-0 -0" _ / y PI TREl! / Z/ 5 RUB 1162 o= co REMOVE EXIST _ / / ONE N. \ 00 IX� I CURB AND WA K _ — _ _ — / / / yN REf / A / / I \ MH -C2 Lo H / / / / / / / x/ / / (EXIST) EXIST 15" ` / / / / / (EXI 3) E ®T ® n�D '17 L],>PAC / / / / \ EXIST 15" TO EW -C1 TREE TREE - J / NT / / / SF EXIST 15' \ IDI B26 (EXIST) DI -C12— J NEW SIDEWALK v / / • NEW E (DI -C22 / P EE / / / / \ TOPISEL 466.50' (EXIST) NEW CURBS (SHOWN/ / / / THUS TYPICAL) r EXIST 24" / / / -0 / EWNEW7D�-B22A ( WHITE'/ EXIST GAS LINE \ DI -825 (EXIST) LIGHT �7 / -3A 6' LONG PINE \\ EXIST 1 B" \ \ / POLE T1 OP EL 477.00' • EXIST \ � INV EL 471.00' TREE • EXIST ® NEWNEW HITE ,TREE 470 / () / TREE \ \ \ (480) • TREE PINE / TR E (MAPLE) \ O (OAK) NEW WHITE Y Q D PINE TREE (EXIST) ® ' • 0 EXIST 24'- ® • G �,3" TOTAL THICKNESS • �f (11/2" BITUMINOUS CONC. ® • • NEW WHITE EARING SURFACE - S5 & IE%IST PINE TREE DRAIN 1 1/2" BASE BIT. CONC. - SID) • • TREE ® NEW 15IPE STORM G PRIME COAT ® ® ® • (7.13. SLOPE) `x EXISTING TREES • oO oa Qa Qa Qa Qo QoaIST ® TIREE EXIST 24" ® • EXIST 15" NEW GRADE FIN PAVEMENT 8" AGGREGATE BASEEXIST ® TREE COMPACTED SUBGRADE nPAVING SECTION SCALE: NONE GROUND WIRE W/ TG INV EL 471.00' BOLT AND LUG BE INSTALLED IN / CONDUIT GR7()UT. VERIFY NON -SHRINK TOP FOUNDATION MUST DE LEVEL 0 ^O THICKNESS WITH POLE MANUFACTURER NEW 15" CLASS IV PIPE SLOPE 7.13. FIN GRADE 18" DIA AUGERED 4 5 I ANCHOR BOLTS - VERIFY EXIST HOLE 6'-0" MIN DEPTH SIZE, NUMBER, & SPACING PROFILE NEW STORM LINE • TREE — WITH POLE MANUFACTURER SCALE: 1"=20'-0" HORIZ — 1"=10'-0" VERT c rc REO'D. I GROUND ROD 3/4"0 X 30-0" — WITHWONE LALK AYER 6 x 6- W2.1 x W2.1 WWF FIN GRADE TOP 12" BRELOW FIN DI -1322 EXIST 24" (EXIST INV. 4 7.39' Y -4-I ADE GRADE E%IST• ypq� (8) #5 EXIST TREE TRE • DI -823 (EXIST) (EXIST) STUB CONDUIT OUT 3 '- NOTE: WHERE (NEW LIGHT POLES) ARE NOTED ON PLAN _ EXIST ® TREE Z FROM FACE OF CONC. FIXTURE - - - %/3 TIES . 12 OR TO NEXT AS INDICATED ON PP2 - PAVEMENT NOTE: p,LTH OF DALE C. HAMILTON & ASSOC. PROPOSED EXISTING LIGHT POLE TO BE REUSED PROVIDE NEW ANCHOR BOLTS OF CORRECT ` FOR TION ALLABASECQRB NEW PARKING LOT PARTIAL SITE PLAN & DETAILS SLIGHT POLEE DETAILS 3 L SCALE: NONE SCALE; 3/4"=1'-0" 475 EXIST GRADE EL 477.00' EXIST GRADE NEW DROP INLET 470 INV EL 471.00' NO. B22A 465 460 NEW 15" CLASS IV PIPE SLOPE 7.13. EXIST • TREE 4 5 EXIST NVSEL°457.39' PROFILE NEW STORM LINE • TREE = EXIST 24" SCALE: 1"=20'-0" HORIZ — 1"=10'-0" VERT c rc CLASS IPIPE SLOPE 1 a o .BOz (TO REMAIN) DI -1322 EXIST 24" (EXIST INV. 4 7.39' E%IST• ypq� EXIST TREE TRE • DI -823 (EXIST) (EXIST) j� � NOTE: WHERE (NEW LIGHT POLES) ARE NOTED ON PLAN ALLESTORM PIPE SIZES, DROP INLET INVERT ELEVATIONS, SANITARY SEWER AND MANHOLE LOCATIONS WERE OBTAINED FROM OLD CONSTRUCTION EXIST ® TREE Z THE POLES AND LIGHTS WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. DOCUMENTS - CONTRACTOR TO VERIFY ALL ELEVATIONS SHOWN BY THIS. DRAWING. EXIST 15" EXIST/ 24" p,LTH OF DALE C. HAMILTON & ASSOC. PROPOSED ` NEW PARKING LOT PARTIAL SITE PLAN & DETAILS -B24 xIST) o ARCHITECTS (( )) DALE C. H TON A.I.A. G.E.INVx45s.63 GFAN UC DRAWN CHECKED PROJECT N0. Ce6tlf f 0. 1111 '9 SHEET NO. EXIST 24" CHARLOTTESVILLE, VIRGINIA WRH DCH TO DI-B11A n / Q ALBEMARLE COUNTY, VIRGINIA 9503 PP -2 a ISSUED DATE SCALE IED AR FREVISED 05/02/95 05/24/95 03/29/95 1"=20'-0" of