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HomeMy WebLinkAboutSDP199700152 Plan - Approved Final Site Plan and Comps. 1997-09-18I 34: 9 DITCH D Ct_ASS AI - I I 1+00 - 24- ,24- m � C NVl I _-- - _ __ _ _ .. _.. ___. ___.. _._. --- - _.-- 'fin m....-1450 E ¢ r rr �- • DITCH DEIAI!_ #2 CLASS I RIPRAP t DITC1 DETAIL #3 ' Y' , �io_ O+oo 1+00 mo mm NtD m � C NVl I _-- - _ __ _ _ .. _.. ___. ___.. _._. --- - _.-- 'fin m....-1450 E ¢ S_ NEri c Ulm _. __ _� N m: 455 �. m mmm_ v v o1 r,�• -im 1m � mN o oiv ', of vin:... u L � 81, 29f't of Oa 1.173% LL. RCP m.. �._- iu .c _. - ;tE 450 m�;.w., i'u a > YU vin 07 445 a J'_N: �� .... 445 440 V7 ..-. mp ¢-.. .,. _', E_.... ; �.; ... 4 WO i'J �.F Z:. .. s ¢ L r : LIQ Q. __ yj w m 1440 435 m �__ .__:. .. -_ L. .:_i.'.�. _;. _. _ -. _ __-. _. .. _._._ - _ .- .435 m min -' I 2., t a 430 ._. w � _._, _. .. __-_ -. __..._ - _. __-__. 1 '_ r_._ r .430 nim I�@ Soi102% 425.___ _. .._.. 17 -66ft of 2i'', _ Ta ��` mmm M. RCP _. _ vrrno m roto _ d om . _.-.:_.. �- m 1 -_.- _ -_-'v�v 1425 ,ry , _ o o� RCP >, o 420 �Niz ... - n rc _- w ._-._. - _ _� �.. - _ _ - .. .. - _v o .1 ._. i " 415 N w C) +I L L L > w Lo of o v a > wow 41 _._.•- ar--__-.,3 ,� L L L N .. > O> C ^1 C ,.. m 4.w- I -_ ._.. _. 410 • _ _ H wH wow, 66.00ft of; 15 Dia - 405 > 1 ._, o>: _ • J a w _. _.28.40 t.of; ]8 ➢1a -i-_ _ � 405 w @ 1.143% RCP 400 -. ".X __- __..___, 2 .59ft, of 2] Dia. RCP._.400 �. 58.00ft Na. @ 5.4007 . of 18" • 42 OOft.�of 16' 0 '.. 0(fp" RCPi _---... ) .. __�._.. ___ ...-- @_I. Oat .. _._-__._.- .. ._.+_ ., ;- -..f.-.-._. .. �. - 395 L...___ — _..----------- i-1 @1.571% RCP ' Rep - - _- _ --. C+00 1+00 2+00 3+00 4+00 5+00. 6+00 0.05 HOLF FOR ANCHOR 3" 7.12b" 6._O.. - 12" 12.. - II p. 3".. 5 .rr,) CONCRETE WHEELSTOP SIDE vTEW CDR\' LRB GUTTER PAN F CURB BREAK DETAIL 440 430 420 41C GENERAL 'WATER 6 SEWER CONDITi ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYINGTHE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF IHE WO4K 2. THE LOCATION OF EXISTING UTILITIES ACRLSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHCWN ON SHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. COMPLY WITH .RAL 3. ALL MATERIALS AND CONSTRUCTION SHALL 0 GENERAL WATER � AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN, 20, 1983, AMENDED JULY 1, 1985. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SORVFY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MIN d'JM OF 3 FT. O COVER MEASURED FROM THE TOP OF PIPE. OVER THE CENHEPLiNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERV-'(. AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RICHT-OF--WAY C,7 AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHAD ALSO BE DEDICATED AS A UTILITY EASEMENT. B. 3MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. I;SE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEE`'S AS MANUFACTURED BY NOMACA, INC. OR EGUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE I_ID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROV;L'ED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALT_ STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES 10. 12, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TH Op i �� ac L W. THOMAS MUNCASTEN, JR. n CERT. NO. 16242 M a y� =W pAOFES810NP I- :, Q) 1 '1'J d C ' Q.) �. U ? Q C J p -I U _p - LLI H O (n C_ c� (ten w a cr cc z CD a F' H— w a LL X O < L1J a 2. CD a DESIGNW Hv IA re TM _ 9/18/97 n N er TM 9/18,97 CHECKED Sr t04*E I E _FedEx EDTr SCALE 50 1H. 10: IV DRPMING 1_ 1 PgOJELi OF 5 SHEE" ND. O+oo 1+00 mo mm m m � C NVl I N I e x E ¢ c v N N m: v v o1 u L � 81, 29f't of Oa 1.173% LL. RCP CURB BREAK DETAIL 440 430 420 41C GENERAL 'WATER 6 SEWER CONDITi ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYINGTHE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF IHE WO4K 2. THE LOCATION OF EXISTING UTILITIES ACRLSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHCWN ON SHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. COMPLY WITH .RAL 3. ALL MATERIALS AND CONSTRUCTION SHALL 0 GENERAL WATER � AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN, 20, 1983, AMENDED JULY 1, 1985. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SORVFY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MIN d'JM OF 3 FT. O COVER MEASURED FROM THE TOP OF PIPE. OVER THE CENHEPLiNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERV-'(. AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RICHT-OF--WAY C,7 AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHAD ALSO BE DEDICATED AS A UTILITY EASEMENT. B. 3MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. I;SE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEE`'S AS MANUFACTURED BY NOMACA, INC. OR EGUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE I_ID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROV;L'ED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALT_ STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES 10. 12, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TH Op i �� ac L W. THOMAS MUNCASTEN, JR. n CERT. NO. 16242 M a y� =W pAOFES810NP I- :, Q) 1 '1'J d C ' Q.) �. U ? Q C J p -I U _p - LLI H O (n C_ c� (ten w a cr cc z CD a F' H— w a LL X O < L1J a 2. CD a DESIGNW Hv IA re TM _ 9/18/97 n N er TM 9/18,97 CHECKED Sr t04*E I E _FedEx EDTr SCALE 50 1H. 10: IV DRPMING 1_ 1 PgOJELi OF 5 SHEE" ND. O+oo 1+00 CG -6 CURB BREAK DETAIL 440 430 420 41C GENERAL 'WATER 6 SEWER CONDITi ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYINGTHE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF IHE WO4K 2. THE LOCATION OF EXISTING UTILITIES ACRLSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHCWN ON SHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. COMPLY WITH .RAL 3. ALL MATERIALS AND CONSTRUCTION SHALL 0 GENERAL WATER � AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN, 20, 1983, AMENDED JULY 1, 1985. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SORVFY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MIN d'JM OF 3 FT. O COVER MEASURED FROM THE TOP OF PIPE. OVER THE CENHEPLiNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERV-'(. AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RICHT-OF--WAY C,7 AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHAD ALSO BE DEDICATED AS A UTILITY EASEMENT. B. 3MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. I;SE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEE`'S AS MANUFACTURED BY NOMACA, INC. OR EGUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE I_ID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROV;L'ED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALT_ STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES 10. 12, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TH Op i �� ac L W. THOMAS MUNCASTEN, JR. n CERT. NO. 16242 M a y� =W pAOFES810NP I- :, Q) 1 '1'J d C ' Q.) �. U ? Q C J p -I U _p - LLI H O (n C_ c� (ten w a cr cc z CD a F' H— w a LL X O < L1J a 2. CD a DESIGNW Hv IA re TM _ 9/18/97 n N er TM 9/18,97 CHECKED Sr t04*E I E _FedEx EDTr SCALE 50 1H. 10: IV DRPMING 1_ 1 PgOJELi OF 5 SHEE" ND. 437 ]' . I 7,t (D'I 24 1.5' SM -2A © I r �2 R"} �4 DETAINING WALL '6" 21A BASE 1 1 P _ 6� /, 4a� -- MILL CREED -INDUSTRIAL LAN TRWS v / 20 43 RTIMEVISEM 76 D{P}RCEL 10 / (DB 1342 P 2411.- S Fs)rr" ,/sroNev Hloce Po / y- - k ZONED PUd - /-E--.L 3H tocol r 1^.�1 -4a �5 �'� . ; VACANT I`vim 07 tall 1 I \ - % I SOU rHERN PA KWAY /2 { I ONE STORY DISTRIBUTION' CENTER I ao R % ^° >< 1 i CONCRETE �� 434'00 a34 �d 12IA BASEj'38 t aas 0._+ I Il ,� Q ! 5 I l BENCHMARK: % FF 430.25'' _ x ON BOI{T CLOSEST 70 CUL -OE -S C / p1 I ,lam eO5 O�fv, ON ,TOP PLATE OF FIRE. HYDRANT fl w baa E _ I " ELIEVATION = 454,24 l - "T 4rI TY _4 )RET NI NG wALL Bx6 _ Ox 2"'U_ ONC D 1 PBT ��'.P40 I 6 �� G :-• a X .I -_ G i \\ I '� - Tax Map MagisterialDistrict117. _.. X00 ,' �1 aO l i Scottsville _ S� - - _ ., it (D/ 1 0 eaz x yi P 29 o'• w y \ Current Ube. wooded! co,nBCenteorlc0¢ Parcel 8OB 1342/238 i u) Parcels OB 1ParcelB J/ a 6M ), 17, OB 1647/438 fl d m / / o & 'J % Zoning ZMA95-19 Proffered PUO EC Entrance Corra]or =1 � _ o - ,tj1A o. > Owner I Mill Creek Industrial Land Trust t�"`--'�fl- r OIL '//WA�yt1R 5 SM .\- i - x Developer: Hunter E. Craig Co. (SEE DETAILS) 1 a I N p (1q ELECTNI 6t, _[ OPERA fdR N• 21A 5 I �' ��w_ Plat Topography Data Jim Roger W. RaY 16era AssocJ lr lhid, \ v Y q I cJ $EWA / T HI"LOW A�E. KEY P40.," 4Ds _ \ \ \ \, Tnls pro g d� d Q _ CURB CUT WITH RIPPAP CHANNEL R1 a 1 GRi PUMP 1¢ct does not lie within the watershed o� an o Albemarl e,County Public Water Supply Reservoir I`'I© ala - ©. 4g- , - ;o CI ;T n, s_-.av LC ro iNOER MRY 09 This Dro)ect is not shown in the one hundreri year floodplain limits �\ Q fl li flp - "y _F^r. „T _DPSrr�-.oP. -I f as shown on flood insurance maps. `n © r i \ sx rc All water/sewer easements are 20' wide. Max lmum Building Height = 35 m' 75 1 33� ParkCalculations. . i, _ __ he 4 -Required (46, 194 SFl = X Pas1 49 .� a `•'S C CF \ • J I / Max. Number of Employees/shift.= 60 r (1 space/2 employees) 30 spaces p Anea open to puhlic = 700 s.fspace/500 s.f.) 2 spaces © fl\ fl 4a7 7n 1 I/y - -� EX SEWED Total Phase I - Required = 32 spaces \ fl \ MANHOLE, 6C ATE KEY 'AID �a -, TOP = 452. "' \ 6" ?4Ia�¢(�ASE 15' _ 22. aE INV = 447. Phase EmployeesProvided: Spaces ......= 96 spaces 445 A62' - S �1 - USE Ex IaTING STUBOCIT Van Spaces 33 spaces a � \ ., T - �/( -. FOR SERVICE FORCE MAiN V15itOr Parkin - 17 spat \ 1 © a® 11 u, ' _. a45i15 44 8x6 7 \ - nanoicaP Spaces. - 5 spaces C_- 90 s 1. v ` .3 ' N+' a• CL / 0 Total. _. .. 151 spaces 437 r T PRIVA'' FIRE HYDRANT` - I ILLUMYNATED BUILDING SIGN - ' 25.R Phase TI - gequired. (60,056 SFJ T © o © o ` N 58. .--1 e 21 I' _ - - -- - Max. Number of Employees/shift.= 80 z 0 space/2 employees) _ 40 spaces Area Bien to public.. 700 s.f. x ;l space/500 s.f,) = 2 spares r7 67' 0 Total Phase I - Required = 42 spaces --------- -� �k.. Phase II Provided: a37' 9 CON C Eft OFWALK CG -12__ CG-�2 _ :Cfr 12 _ r- 65 38 R / - \55' R EmplOiees Spaces= 107 spaces - �r ,Y- VALVES ES Van pac s.. ... 4 spaces \ rn Spaces., - 4 Visitor Parking= 17 spaces m PAVEME IN ROW TO BE y Handicap Space5 = 5 WM spaces 6 2 BM -2 1 5 SM -2A Total..... 163 spaces ." 10 R O 62 / / I Lane Use Summary (Phase II): otal Site Ar -a. 6.94 Ac _389 42F.4 s`) (700%) �as. - �lI Cod ,Space..=.5 3-.4 Ac. (23 610. sf) (T' ) ql li Impery acus Area -.3.50 Ac (155 81F -0 s ) (40.3%) �; Waivers to grading standards for Critical slopes grading n1rg ordinance. - F rpP/ W 3 I All 51 ns .ill require separate permits under 4. o aF the zc open space 7v" ) 1 9x1 S - 1 8' ) 10 R \\1 E 7 and modified loading standards, in accordance with Sections 4.2.b, 4.72, i 0 _IV, - - : and All 76 of the Zoning Ordinance, were granted on Septrim;,er 16. 1997 M \ by the Planning Commission. AND RETAINING WALL �� SEN - ',� HT POLE (t� �� / - (11 Ethegoorthre ts de of rees to UtnepbuiI ngrtednat Theg ttopeof thelslope cuts�idoIntp, �ln 6' BETWEEN EDGE OF D'TCH �\r, _ v I e tic torte. Ji (2) 6hoedox lighting to be used. FIELD RUN TOPO 11/97-J L EX 241 CONC. PIPE I ) -- - }� - INV /OIJT = 436,.6 - 'L�\ ) CANOPY REGUIREMEN. EX R,IP TOTAL SITE. 389 426 SF 10% REQUIRED: 38.943 SF i \moo II PROVIDED M 24 11' PIN OAKS @ 349 SF = B376 S1 E M v l __ _- �C _ _- MIHOLEI I _ - / {a �I 4 11 LONDON PLANE TREE to 368 SF 1472 SF TOP = 449.7 _ od w EX SEWER INV i 442. 6 1n. E I it \ 4Q -I INV = 437.5 z NI'a �' 1 54 4-5- NORWAY SPRUCE @ 119 SF = 6426 SF O\ - i _ MANHOLE 6A ^\.... \\\ "�\\\ BEGIN _DITCH A2 AT END SECTION 30 AD Tin oLL a 55 4-5' WHI TF PINT @ - _ TOP.- TION / 119 SF 6545 SF INV 439.3 - 74'39 27 --r / 1 N v I 0.875 AC CONSERVATION AREA 38115 SF -`-_- -- t 4 F + TOTAL - 6G93 EDGE OF PAVEMENT 1/" 0 2 GAL SARGENT JUNIPER CAROLINA BUI(OERS CORP. / TM 76V(1)-16 REVISED PARCEL 6 7.63 AC - ZONED29IGHT408DUSTRIA�AT) - eUI�CING Notes: lightingUsed to illuminate parking areas shall be arranged or shielded togrefleCt light away from adjoining residential distracts and away from adjacent streets. Lighting spillover onto public roads and properties zoned residentially or rural areas snail not exceed one-half foot candle. Building will be sprinkled. - TM 76M(1) - Parcel 10 is intended to be used as a borrow site. Grading for building is intended to be balanced on parcel 7, 8 & 10. I �\ I I EX SEWER GAS / MANHOLE 6B METER YELLOW TOP 450.6 FLAG I INV = 440.4 L try N QJ -� r • LC cn Q CJ o> L. d r1 t-) 1> cr LIJ JZ) F i r-1 O U-) L J DO _J Q r1 CC z w a LL X m Q W <l � LL E- TM oc A ufMa -CKrsv DATE f 14/97 11 DIT EEC, SCALE 1' 20 pRAW ING 7: 1 PROJECT ECEIV�D AN 0 8 1998 OF 5 sNEET Nu 24" CONC. PIKE Alp R_0'"V_F ____ Albemarle Counly Engineering 8 Public Works I Date .26 ��r.`.. 197E File: Ry._ Nlann, e-.,,....,..,.�.._.. PG ..,_ ,.. Z F�-i PLANNING DEPT. DATE oo U) ��P1-TM P C ydt 1 rn v 20NING DEPT. DATE b ZJ rn 1 OH 1 1. DATE W. THOMAS NUNCABT JR. CERT. NO. 16W ENGINEERING DEPT. INSPECTIONS DEPT. DATE ��p� I 1 I D R7 P OFEsslo ACSA DATE / n0 CS I Engil L try N QJ -� r • LC cn Q CJ o> L. d r1 t-) 1> cr LIJ JZ) F i r-1 O U-) L J DO _J Q r1 CC z w a LL X m Q W <l � LL E- TM oc A ufMa -CKrsv DATE f 14/97 11 DIT EEC, SCALE 1' 20 pRAW ING 7: 1 PROJECT ECEIV�D AN 0 8 1998 OF 5 sNEET Nu