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Home My WebLink AboutSDP200700103 Plan - Approved 2007-10-29AI 51 CI DI E1 F OI NI 11 JI K L MI NI OI PI 1 t 14 t 13 t 12 I 11 t 1t t • • t 7 S s t 4 3 t s PAVED] REMOVE EXISTING ACCESS ROAD. BITUMINOUS MILLINGS TO BE REDISTRIBUTED ON EXISTING - - -- - -- PERIMETER ACCESS ROAD AS DIRECTED BY MATCH EXISTING PAVEMENT ENGINEER. (MISCELLANEOUS DEMOLITION) SEE "PAVEMENT TIE -IN DETAIL"-/ 598.50 598.50 598.50 598.50 MOO I j i OOP a24 5 13 598 64 599.04 599.04 / 1 599.20 _ _ -598.64 CONTRACTOR D101 IP3.07 FUTURE ALL RESTORE i T -HANGARS j BY OTHERS}AREA TO SMOOTH GRASS] \ L04E & GRADE WITH ! FF ELEV = R'OSITIVE DRAINAGE 599.13 ' 599.20 599.13 598.83 I 598.83 . 07 599.0 X X X I' 1598.77 IL 1 1 ! TOPSOIL 599.20 599.00X 599.00 . 599.11 XITOCKPILE] 413 HP--598.94 i I I I i 3 +Oi1 I' 599.20" 599.13 X X598.83 .0 599.07 GRASS] 596.83 598.77 1 PRESERVE AND PROTECT EXISTING I i FIBER OPTIC LINE ! I I J) l IP3.07 D102 599.20 599.13 5 X4 X 598.64 .04 599.04 1 I li Fn PROPOSED DRAIN FIELD I ! GATE SHALL REMAIN ` 599.70 CLOSED AT ALL TIMES SLOPE DRAIN UNLESS GUARDED BY ! CONTRACTOR PERSONNEL i599.20' 599.13 598.83 598.83 .07 i 599.07 X X X X j I 599.20 599.00 v F 599.00 .11 599.11 1 X X 59613 I P= 598.94 LO 599.20 599.13 598.83 598.83 0 599.07 X x x 598.77 i 1 ! ITIEPRPEi RCP TO EX TI i 1 STRUC R J i i NO PARATE PAY IT \p 03 ! PROPOS 599.20 99.13 598.64 a 04 599.04 I ' +(s DIS IBUTION BOX X X X 0 CAP WPAVE- IP3.07 I V LINES MARK[ TA 10 +73 08 ±'LT BL "T" -_ \ I 1 -- - - -- - 59905 ! PAVED] i i 1------ _ - - - - -- - - - -- -- -- ALBEMARLE COUNTYENGINEERING GENERAL GENERAL NOTES:CONSTRUCTION NOTES: PROPOSED USE - AIRCRAFT STORAGE HANGAR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING MAX*" TOTAL GROSS SQUARE FOOTAGE OF FLOOR SPACE PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY, 3,900 GSF EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM MAXIMUM NUMBER OF EMPLOYEES - 0 THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).' MAXIMUM HEIGHT OF STRUCTURES = 20'.THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT NO AREAS OF THE EXISTING SITE EXCEED 25% SLOPE.THE REQUIREMENTS OF THE PERMIT. WHERE ANY ALL EXTERIOR LIGHTING TO BE DIRECTED AWAY FROM DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE ADJACENT PROPERTIES. LIGHTING PERMIT SHALL GOVERN. 100 OR REUSE OF SPILLOVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OF RURAL AREAS SHALL 2. ALL PAVING, DRAINAGE AS RELATED MATERIALS AND NOT EXCEED ONE -HALF FOOT CANDLE.CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT LANDSCAPE PLAN INCLUDES GRASS INDICATED AT PARKING UNLESS OTHERWISE NOTED. AREAS AND AROUND BUILDING. STOFMNWATER FROM IMPERVIOUS AREAS TO BE COLLECTED EROSION AND SILTATION CONTROL MEASURES SHALL AND CONTROL DISCHARGED STORM BE PROVIDED I ACCORDANCE WITH THE APROVED EXISTRNG WATER DETENTION POND. STORM WATER AND EROSION CONTROL PLAN AND SHALL BE INSTALLED DETENTION COMPUTATIlO+S AS r _ PREPARED BY DELTA ENGINEERING CONSULTANTS ON FILE WITH PRIOR ANY CLEARING, GRADING OR OTHER UCTION. ALBEMARLE COUNTY CONSTRUCTION. ENGINEERING DEPT. POST DEVELOPMENT DISCHARGE FROM 4. ALL SLOPES AND DISTURBED AREAS ARE TO BETHE317ESHOULDBENO GREATER THAN THE CURRENT DISCHARGE.FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICALI ''THIS SITE IS NOT WITHIN A RESERVOIR WATERSHED.WHERE REASONABLY OOTAINABLE LESSER SLOPES OF3:1 OR BETTER ARE TO BE ACHtVED.THISfSITEISNOTWITHINTHEFEMABOUNDARIESINDICATING FLOODPLAIN DESIGNATION. 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH SC I MAY BE REQUIRED WHEN IN THEOPINION OF THE NET FLOO AREA (3,9 S.F. STORAGE) = 3,900 NSF ALBEMARLE DIRECTOR OF ENGINEERING, OR TH SPARKINGREQUIRED - (11EMPLOYEE) = 1 SPACE DESI G NEEE S DEEMED NECESSARY INORDERTOSTABILIZEADRAINAGECHANNEL.PARKING AVAILABLE = 29 SPACES (INCLUDES 2 HANDICAP SPACES). i NOTE: ALL PAVED AREAS SHOWN TO BE PAVED WITH 6 INCHES 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 58 STONE AND 2" S2A BITUMINOUS PAVING.THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC. TAXIWN_ 7 . UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE HALL BE REINFORCED PIPE - CLASS III. 8 T 8 ALL EXCAVATION FOR UNDER ROUND UTILITIES MUSTera\ •, era\ • ,sass\ •• •era \ .era\ .._._.. - ---- • I ALL WITH OSHA STANDARDS FOR THE PAVED] . • • • ..Naa \ G CONSTRUCTION INDUSTRY (29 CFR PART 19261 I FUTURE •'•` -'- FUTURE HANGAR I c w \ _ _ - -- - - -- ------ - - - - -- - PAVED RAMP i D -4 I o y " " f GRADING NOTE: ALL EX j FIN. FLR 599.3 i m a '•, GRADING IS TO REMAIN AS IS. GRADE ONLY THE AREA IMMEDIATELY - -^ - THE BUILDIING TO DIRECT WATER AWAY FROM THE G L. t NEW N ti.w l i t' i NR E NE titL; z I T D 3&D- FUTURE FUTURE uw i [ HANGAR t ; ° y e \ \ \ [WOODED]PAVED RAMP X1 a r D - 5r FIN. FLR 599.3t ; 1 a MI O I DRAINAGE SUMMARY-_E D ENT _ io'R -- `":'J- U MA Y I D101 DROP INLET, DI -1, 0; r 13 S I I GRATE ELEV = 598.42 L------ - - - - -- -- ODD t 1r - -- - - - - -- - - - - - -- I 15" INV. OUT = 594.21 OZ i / HA G RS STA. 13 +93.19, OFFSET = 134 -50 LT, BL "T" D102 DROP INLET, DI -1, J EXISTING Z w ; EXISTING [ ? LU i D - , D 3 D TAXILANE [PAVED] F, < GRATE ELEV. = 598.42HANGARSWOx31D -2 a 15" INV. IN _592.89 -_15" INV. OUT - 592.79w FIN. FLR 599.3 ` - - STA. 12 +43.19, OFFSET . = 4.50 LT, BL "T"sera \ , i ,•sera\ I ; / , / D103 REMOVE EXI G DI TYP, REPLACE WITH ST',/DI -1`'i ti ,. 0'R 1 r _ -_ -, iv " / 3 RATE V = 598.42 i.41 " -15" = 591.29 ; r•'' 'I ••\ / ; {j 15" IN OUT = 591.19± r i i 1 i I / T STA. 10 +93. , OFFSET = 135.75 LT,$L "T" ; FUTURE PAVED RA P i II ; I HANGAR pp l' IPE SUMMARY:D I tp \ \ f r FIN. FLR 599.3 I / \ i `'• aaaa 'aaaaaaa \ / 0101 - D102 150 LF 15" RCP CL4S III f i I SLO 0.88% f OODEpJ }D10'$ D103 1 LF 15" RCP LASS IIIGRASS] EXST.1 0' -0• ' \ ELE a / SLOPE = 1.00° rT . sass ' .• \.a..• f \ / % r . r .--^-` ` J ,. ' /, sera . \aaa•• •' • I . /' I INS T DUCT _R AND 599.05 -- - ti' V CONDUITp \ % S WATER TIGH AP AT TERMI _ ! o °, o o a , _ - _-- - - _ - -- - / \ / I iNO l HADED A A DESI NATES - NO SE P ) a' NG MAaATEPAYITEM N- ADE CR ICAL SLOPE r Cn ` TEND PVC O OVE EXISTIN CP -_ - _ _ --- - - - - -- -__COI - - - -- - X EN 6" V R 259 f NS- BU INSTALL MARKER &I TO jl : Z PAVED]- PI SEGMENT AND E T ' i iI5t'b:.( ION. UG 15 OPENING BE RE ,; CAP END AT STA 10 +42 m n '" Z I. ,i J WI RIND MORTAR - -- - - -- 2rm BY OTHERS - - - -- r - -- - - LL! - MISCELLA OLITION) -- _ _;.:__ _ _- - - -= - EXISTING SION BASIN NO. WO (2) rS \ VC4 PAV ATCH EMENT SEE G \ - - -- / \ TORM WATER DETENTION I j \ \ARATE PAY - \ „ UGT PAVEMENT TIE -IN DETAIL - +- - -- - _-INCI TAL TO T- HANGAR . LEC.WATERTIGHT CONNECTION r- i ,f? TIC SYSTEM TO EXISTING DUCTBANK NO SEPARATE PAY ITEM ) _ \ , 40 0 40 < 80CE G F,qO - -UTF r, _DIRECTIONAL BORE U1VCT11tE'1 cV€iVt€itfi W \. Vii -- - - _ 1 "_40' EE f i STA 10 +30 INSTALL -- _ -- - - - - -- -__ NG ACSA - -- -I \ - -- __ - - - - -- Y - - - - -- - -- 4 "-4 WAY C RETE 3x3 HANDHOLE. - - - - -- - -- - - - - -- 3/4 WATER METEF - -_ - - TOP EL = 598.18ENCASEDDUCTB - _. _ - - - - -- -------------------- - - - - -- -- -- - ANY USE OR REUS OF ORIG O ALTERED CAM DESIGN MATERIALS BY CLI NT, AGE 0 t ER PARTIES SHALL BE AT THE SOLE RISK OF THE USER. F THER E, THE USER AGREES TO DEFEND, INDEMNI AND LD DE PROFESSK)NAL HARMLESS FROM ALL CLAIMS RIES,DAMAG LOSSES, EXPENSES, AND qTT 100 OR REUSE OF THESE MATERIAL i MINOR AMENDMENT TO SHEET #6 SDP 2005 - 0148 GENERAL AVIATION FACILITIES UPGRADE - FUTURE HANGARS D -1, D -3 & D -4 ADDED SCALE I•= 40' -0" 12 11 10 s • 7 • 9 4 3 2 NOTE: SITE PLAN BASE DATA PROVIDED BY DELTA AIRPORT CONSULTANTS TO SHEERAN ARCHITECTS FOR BASE DATA ASSOCIATED WITH DOCUMENTING MINOR AMENDMENT SITE PLAN 15 14 13 dWM C SEND Owns, Barbara 9 ,4mireon E tive Director p 100 Bowen Loop Suite 200 Charlottesville, Virginia 22911 oowta,'er AIr1IIl01Mn - 2MEsv FFahh Street Charlotteille, VNha 22902 The arM.tiprbd, rNaASO by rb owner, 1- r..bw.d a rypww Y,.oead.,a rM.» Egranted' bawerr ON Owner & M MdYbet: Signature Date F rrojoot kworenmNon Judadiction: Magisterial District: 0TaxMap: 32 Parcel Number: 10 Deed Book: Zoning: RA, LI Building Code Use G S1 Type of Construction: I - - Unprotected Automatic Sprinkler System: No Actual Building Height - 24' Maximum Height 45'-0" Occupant Load: Floor Live Load: 100 PSF " Roof Live Load: 20 PSF Ground Snow Load Pg)) 25PSF BasicSpeed: OIGI H mportance Factor (I): 1.0 Wind Exposure: Exposure B 1 A Stamp d Building Permit Number K 819 seerant M bay AArrk _DMO 11.1 I nu rn few L c,1DMNW*.: CI10.W1M07 SEND U99 OF THIS MAWNO DO W r WALE DRANMNO. TM cantor *a we ftm aaa..n.w.a wMy erld oondllar the r,r awMir ao"w.w ko MIO Mt erne aar•Iww.W ollw YMamion pawn b tlb Catralor web rM Ca,MOI Oaaunret brae Oalaltr; Caeraarr Mrl .d Gary.. M Can Doa,a rM, sot re 10 t er*Aw , MnMud by Mrrawnww" real b NG MdeYOI «row. YberNMtrwb M a aiM dbowtd. M w Caw Aw perlanr att,tualal 10YN1 11i C.OrM Doa.WMr' oreN,annab b «wad v.a .,wind aw beer b` raetel. Gar. The Leta a ew Co Danttere, N b btrt Y Mar• ntotttrrybrebPpPert„taebn err aangitetn of ew Wert tYebCanttla. TI• Control Doau.ret we m,ryltnrnt.K Ind wbl Nwrteb/ alt vha be es UN t 1Y r1; Ptf101111.,Gr Aty'M CaMtaa aWl he Wiped b tw.,ra oonrtMn wMh ,Ilb Caewal Daatrrnit as teer.bb from N.n tt b•ba rbattttry to Wb• sotrttnrwrtd,epr n qN a OaMloMry \on rooreryq1Mwllhoii aw b 8w «T ' tlb •'"" abM w d WaTc b bt OGrbmwd tY "de. ttltblt"tq M 1 \ t.onrteGn sawn an edt abr dart n« aM,okt an.gtt b " 0C«•ra son « TYnt ante rand b r ttper.t Mtr a C1wgt Oretr, teanblbn abw, b aipd b waerwtrdt d fwCa,tra Doawwe,, Caertaa M uklt br anwnrorr, WNd, ttMb and aonatbd r IM aw, Lbrlatra, r'M w of GYwr 0- 11101018uboa, t "a' iobrtMiM " itltlraoa"" ry =k, zp.krownr a Itt wok O SHEERAN X K t. H I 1 k. ( I S dWM C SEND Owns, Barbara 9 ,4mireon E tive Director p 100 Bowen Loop Suite 200 Charlottesville, Virginia 22911 oowta,'er AIr1IIl01Mn - 2MEsvFFahh Street Charlotteille, VNha 22902 The arM.tiprbd, rNaASO by rb owner, 1- r..bw.d a rypww Y,.oead.,a rM.» Egranted' bawerr ON Owner & M MdYbet: Signature Date F rrojoot kworenmNon Judadiction: Magisterial District: 0TaxMap: 32 Parcel Number: 10 Deed Book: Zoning: RA, LI Building Code Use G S1 Type of Construction: I - - Unprotected Automatic Sprinkler System: No Actual Building Height - 24' Maximum Height 45'-0" Occupant Load: Floor Live Load: 100 PSF " Roof Live Load: 20 PSF Ground Snow Load Pg)) 25PSF BasicSpeed: OIGI H mportance Factor (I): 1.0 Wind Exposure: Exposure B 1 A Stamp d Building Permit Number K 819 seerant M bay AArrk _DMO 11.1 I nu rn few L c,1DMNW*.: CI10.W1M07 SEND U99 OF THIS MAWNO DO W r WALE DRANMNO. TM cantor *a we ftm aaa..n.w.a wMy erld oondllar the r,r awMir ao"w.w ko MIO Mt erne aar•Iww.W ollw YMamion pawn b tlb Catralor web rM Ca,MOI Oaaunret brae Oalaltr; Caeraarr Mrl .d Gary.. M Can Doa,a rM, sot re 10 t er*Aw , MnMud by Mrrawnww" real b NG MdeYOI «row. YberNMtrwb M a aiM dbowtd. M w Caw Aw perlanr att,tualal 10YN1 11iC.OrM Doa.WMr' oreN,an nab b «wad v.a .,wind aw beer b` raetel. Gar. The Leta a ew Co Danttere, N b btrt Y Mar• ntotttrrybrebPpPert„taebn err aangitetn of ew Wert tYebCanttla. TI• Control Doau.ret we m,ryltnrnt.K Ind wbl Nwrteb/ alt vha be es UN t 1Y r1; Ptf101111.,Gr Aty'M CaMtaa aWl he Wiped b tw.,ra oonrtMn wMh ,Ilb Caewal Daatrrnit as teer.bb from N.n tt b•ba rbattttry to Wb• so trttnrwrtd,epr n qN a OaMloMry \on rooreryq1Mwllhoii aw b 8w «T ' tlb •'"" abM w d WaTc b bt OGrbmwd tY "de. ttltblt"tq M 1 \ t.onrteGn sawn an edt abr dart n« aM,okt an.gtt b " 0C«•ra son « TYnt ante rand b r ttper.t Mtr a C1wgt Oretr, teanblbn abw, b aipd b waerwtrdt d fwCa,tra Doawwe,, Caertaa M uklt br anwnrorr, WNd, ttMb and aonatbd r IM aw, Lbrlatra, r'M w of GYwr 0- 11101018uboa, t "a' iobrtMiM " itltlraoa"" ry =k, zp.krownr a Itt wok O GUND r