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HomeMy WebLinkAboutSDP200500093 Plan - Other (not approved) 2005-10-17GENERAL CONSTRUCTION NOTES 1PRIOR TO CONSTRUCTION 'WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING COt ':TION TO AN r EXISTING ROAD, A PERMIT SHALL BE OBTAINED FR CM THE VIRGINIA OEPA�RTn'ENT OF TRANSPORTA70N (VDOT) THIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT THE REQUIPEMENTS OF THE PERMIT. WHERE ANY DIS�_REPANCIES OCCI..IR THE REO'JIPE'AE'ITS OF TH',= PERMIT SHALL COVERN 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFCPM TO CURRENT SPECIFICATIONS AND STANDARDS CIF %DOT UNLESS OTHERWISE NOTED 3.EROSION AND SILTATION CONTROL IAFTI1COS SHALL BE PRn%InFO IN A,'C!IPDANCF WITH THE AP.RO`+'ED EPOSICN CC'NTRO'- PLAN AND SHAL_ BE INSTAIJFD PRIOR TO ANx CLEARNG, GRADINI OR OTHER CONSTRUCTION 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED THE MA ALLOWABLE SLOPE IS 2 1 (HORIZONTAL LTRTICAL). 'MERE PEA'ONABLY OBTAINABLE, LESSER SLOPES OF 4.1 OR BETTER ARE TO BE ACHIEVED 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN OPDER TO STABILIZE A DRAINLGE CHANNEL 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFOPLA WITH THENLA MAN_LIAL FQPL IAjCMW TRAFFIC CONTROL DEVICES 7- UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (ROP) - CLASS IF 8ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPL' AITH OSHA. STANDARDS FOP THE CONSTRUCTION INDUSP,TY (29 CFP FART 192B) 9 ALL ROOF STORM WATER DRAINS SHALL BE FIRED UNDER TO THE PARKIN, LCT AND CPAIII INTI, THE DIC -FILTER (BMP FACILITr) 'NATER AND SENDER CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPEC71014 BY ALBEMARLE COUNTY SERVICE AUTHCRIIY INSPECTORS THE CONTRACTOR WILL. BE RESPONSIBLE FOR NOTIFIING THE PROPER SERVICE AUTHCRIT( OFFICIALS AT THE START OF THE WORK 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSES WORK. ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHO'M,ARE ONLY APPROXIMATEL•: CORRECT, THE CONTRACTOR SHALL ON HIS O'.74 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAP'', 3. ALL MATERIALS AND CONSTRUCTION SHALL COLI PLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE- COUNT( SERVICE AUTO'.PIT)' ON JANUAPr I5. 1'198 4, (DATUM -)R ALL .LEVA110n; ,iH(1WT; IN NA,IOLAL CFC!ETIC SIJRVLI 5 THE CONTRAC"A SMALL B;- IP[_PONSIBLC FOR NO 11 ING 'MISS UTILITY" 0 -+E)0-552-�'0- ALL WATER ANI. `.EWER PIPES SHAT HA, E A !'ININUM OF 3 FT. OF CODER n1EASUSED FP.CCA TTS. TDP OF 'IPE, 01--. -11 Cit fERLINE OF PIFF THIS INCL!'DF' +'L FIRE F'fEPAN'T LINE`_ SERV1fE LATERAL'. AND 'WATER LIt. ES, EIC 7, ALL WATER AND S"'AER APPURTENANCES WARE TO BE LOCATED OUTSIDE OF ROADSIDE DNCHFS 8VALVES ON DEADEIJD LINES SHALL BE RODDED TO PROVIDE ADFOUATE RESTRAINT FOR T -IE 'VALVE DURINr A FU -NUPE Ex TENSION OF THE LINE i I -011T ft-V'TJ I I I IGN I I I I m �)VVNER/DEVEL 0RER. MASS ENTERPRISES OF VIRGINIA, INC P,O, BOX 44/ CROZET, VIRGINIA OFFICE: (434) 8234778 FAX: (434` 8 '3 1851 00[r T.�.CT: BILL MASSELLI r',RCHITEC. j , KEENEY & CO. ARCHITECTS 14113 SAOHE,vl PATE, SUITE # CHARLOTTESVILLE, VIRGA' DIA' 22901 OFFICE: (434) 978-20010 FA." (434) `;178-7438 L1TP,C i�)=_II J >1PO\NHFlEL[, Ur KELL- Y (l:LMCA JE Efv14IL keene arc' i"F t.;ts ', r lin4;.rHF>t VIRGINIA VICINITY MAP SHEET INDE'� T1 TiTLE .SHE_:T C1 SITE PLAN C2 PARTIAL SITE PLA `I C3 EROSION & SEDIP,AEP`IT (LC)'!T`FIL)L PLAN P'I PHOTOP,AETRIC PiAN Q �3 soy "tg"r/� .JAW �ZLUF W d9C RlY f�LL IE ?21 3 "Q 8 U O r� `y `w N S Wo �N J �N W, o m C� =wd� G 0 ° v vU W'^o o 3 V) O �c+�iW cNi OD = C` � f N L1 Q Llj o z Nwlx z�> W ' W O=w 6w ^rte - N f G1 N LJ �i(D tc <00 C) LL !i C: TITLE SHEET w LATE 6sUErI CAT PRINTED 10/17/05 or<av,�I er cHEcvEe e'. hJG PPC.;Er,,T NO !I CI - loq PAP,KNIG %/ i / i ) , 1 ' w I I 1 I __.`I •4 1 )uf^) \ /Y/ \/ I i 1--TTTT— nk veu ' -�`c Iaiv"-4-- L I I I '• I I 4 / )I zoNMINc D TVP 6_81 E - _ _ Wl E t.i \ /\\ - ornNc % i aro; . _s FEerAdoN e,9,iA \ • f I O z ° g TZAR 56E-1 C.BR 1557THA )PFF cRSON H'O<P;TAL \1 �d � 4� o -I � �' w D B. 1538 2d5 PLa�, 1 50RVEY ANC TOPOGPAPLl PROVIDED BY THOI-145 B. LINCOLN FRF-DEeEICPEG 1 ^ ZONINC LI~ POST-DEMEICP£D 1 / \�cnzk / � /r S \ •'x.56' g1En. wE�i� ENT Y-111 J�a's _ ________ _ e:E r u� � c` 015 ACRES LA4D9CA4'NG _ ' _ LJ ,s � cans cu+Aeulss.'EcasT PA1:Lt 'Fa!Esl PANEtY REaa;D 11/ C_' i I✓ Iw TM\\t\� /OSPI T ',AL \� J _ RED MP E MARTHA J_FFcRSI D.B. 1551 P 235 D B 1538 P las PLAT I IA 25 ZC'NING LI E051ER HCLLY PAP,KNIG %/ i / i ) , 1 ' w I I 1 I __.`I •4 1 )uf^) \ /Y/ \/ I i 1--TTTT— nk veu ' -�`c Iaiv"-4-- L I I I '• I I 4 / )I zoNMINc D TVP 6_81 E - _ _ Wl E t.i \ /\\ - ornNc % i aro; . _s FEerAdoN e,9,iA \ • f I O z ° g TZAR 56E-1 C.BR 1557THA )PFF cRSON H'O<P;TAL \1 �d � 4� o -I � �' w D B. 1538 2d5 PLa�, 1 50RVEY ANC TOPOGPAPLl PROVIDED BY THOI-145 B. 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DATED JULY 10, 2CO2 'N ASSCYIATION WITH JONES A JONES ASSOCIATES ARGHITFCT5 AND LAND PLANNING t POST-DEMEICP£D OlY NPEPMWS PERNWS 14FEFr10Va 11R1W1 095 AIRES (C& ACRES PA'✓•cNENi t 011 OCTES eLC;I 0 erhE9 080 ACRES (D A9 ACAE$PAVENENT ♦ 031 A,AES BLOG1 015 ACRES LA4D9CA4'NG / -7 I PLANT SCHEDULE sE£ I'M No x I G NEW 13'4 S, SSot S70RAGf Ia't s.cr�t s7 M, +fldl AEW 13±; srN on soivacAi NAVE cou4ou vr,uE eEuaeas TREES � AR 0 ACEp RJSRUM u PED N0.P,f I �--{ 113 v - I z S4�; LS Ac 1 5 AREVA rnwmttavp aossv , EHA A" 1 kJ ce�lT lu 1 11" :'T E.S. ScE PLAN FOR PLANTS TO HE RE"(7/ED I C>Ei'1;";� ARID REPLANTE" AT CONTRACTORS OPTION 2. .SCHEDULE INCLUDES PLANTS FROM-REVIOUS SITE PLA! AND NEW PLANTS UNDER TWS SITE PLAN IT DOES HOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAID 3. €Y STING PLANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED IC -16-04 AND 5-3-04 BY THE '_<OJNM OF ALBEfIAPLF. AS A P.EVI510N PLJP18fNG FfxTURE COURT F'.1iS>�1N_, r.fE�J TrJIAL WATER CLG5E`'TANK 3 2 5 _AVATOPY 5 2 5 SERVICE 5!III: 1 2 NGSE BIBB 2 SITE "O-5' -- 1 50RVEY ANC TOPOGPAPLl PROVIDED BY THOI-145 B. LINCOLN LAND SLN2VEYOP. INC. DATED JULY 10, 2CO2 'N ASSCYIATION WITH JONES A JONES ASSOCIATES ARGHITFCT5 AND LAND PLANNING t E14 OlY 90TAMC<! N<ME COMNgI NAVE FEMAF}S e -i2-05 10-11-05 P CCUTITf P.E`AEW >a�s :cMMEr:;s 01 10-5 05 3, NUMBER, OF EMPLOYEES- 5 MAXIMUPI cc s cans cu+Aeulss.'EcasT PA1:Lt 'Fa!Esl PANEtY REaa;D �---i Iw AR 13 AGFA R:BRJM RED MP E SEE — I IA 25 _ Ilfx ATIENJATA 'FDSim E051ER HCLLY OR i PIAE•{E\VAD CYPRESS GR PEO CEDAR TC 3 TUA CRDATA JT'LE UAE JYD.l a �uu UCO0 SHRUBS 56 AG 15 ABDJA CRAND4L0RA — 0.'JSSY ABEUA 4f !;01E NO 1 vp s M.BOR4AN PRJwGawM BLACNHAW MBURM'A4 Q W 38 19LPNL.4 PHMTH1tLl4 _DA EMEAF MBJRNAM O IG 21 ILV GLABPA 'SHWROCK' SNANPJCk NKRERCY (F_� V ) srN on soivacAi NAVE cou4ou vr,uE eEuaeas TREES � AR 0 ACEp RJSRUM u PED N0.P,f I �--{ 113 v - I z S4�; LS Ac 1 5 AREVA rnwmttavp aossv , EHA A" 1 kJ ce�lT lu 1 11" :'T E.S. ScE PLAN FOR PLANTS TO HE RE"(7/ED I C>Ei'1;";� ARID REPLANTE" AT CONTRACTORS OPTION 2. .SCHEDULE INCLUDES PLANTS FROM-REVIOUS SITE PLA! AND NEW PLANTS UNDER TWS SITE PLAN IT DOES HOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAID 3. €Y STING PLANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED IC -16-04 AND 5-3-04 BY THE '_<OJNM OF ALBEfIAPLF. AS A P.EVI510N PLJP18fNG FfxTURE COURT F'.1iS>�1N_, r.fE�J TrJIAL WATER CLG5E`'TANK 3 2 5 _AVATOPY 5 2 5 SERVICE 5!III: 1 2 NGSE BIBB 2 SITE "O-5' PLAN 1 50RVEY ANC TOPOGPAPLl PROVIDED BY THOI-145 B. LINCOLN LAND SLN2VEYOP. INC. DATED JULY 10, 2CO2 'N ASSCYIATION WITH JONES A JONES ASSOCIATES ARGHITFCT5 AND LAND PLANNING t DESIGN A55GCIATE5, INC REASONS 2 FLUOR AREA RAT10= 34,970 /3.x27 ACP.E5 1`171,060,1 SF/' = 020 MAXIMUM 0,70 e -i2-05 10-11-05 P CCUTITf P.E`AEW LAND COVEPAGE= 0120 MAXIMUM= 060 :cMMEr:;s 01 10-5 05 3, NUMBER, OF EMPLOYEES- 5 MAXIMUPI LATE ISS.1C --9f6lAS- 1 'ST' p� p P / [I \\ it E PL[]gyp JR Sl u 9 _ 9� � J i KJG SCALE: = :0' 1 I I II I I j> 5j c U OF SHEETS 5 Q a �uu UCO0 56 W 0 Q O j (F_� V ) L W cf) Cc, o wN W o� w, �r� z�> ��N w �0 ` o c Q o �. nom-. n C) 3 SITE "O-5' PLAN 1 50RVEY ANC TOPOGPAPLl PROVIDED BY THOI-145 B. LINCOLN LAND SLN2VEYOP. INC. DATED JULY 10, 2CO2 'N ASSCYIATION WITH JONES A JONES ASSOCIATES ARGHITFCT5 AND LAND PLANNING t DESIGN A55GCIATE5, INC REASONS 2 FLUOR AREA RAT10= 34,970 /3.x27 ACP.E5 1`171,060,1 SF/' = 020 MAXIMUM 0,70 e -i2-05 10-11-05 P CCUTITf P.E`AEW LAND COVEPAGE= 0120 MAXIMUM= 060 :cMMEr:;s 01 10-5 05 3, NUMBER, OF EMPLOYEES- 5 MAXIMUPI LATE ISS.1C --9f6lAS- f A. PR'NTED 'ST' p� p P / [I \\ it E PL[]gyp JR Sl u 9 _ 9� DRAN•r! al: LFECnEG B'+' i KJG SCALE: = :0' PROJECT {17 cow - 1��::IS 5j c U OF SHEETS TIJIP 56E-1 \ MARTHA .'EFFERST'v/HUSPITAI_ S.B. 1551 F 235 D. B. 1535 P. 245 PLAT 70PdING Li FUTER CONNECTING ROAD -LOCATION APPDXIMATE-THE APPLICANT AGREES TO PRO•✓IOE A FUTURE EASTEST EASEMENT T ] W O THE CC'JNT'Y PUT NOT TO BUILD\ SEE -1 FOR EXTENT OF n!EW PAONG1 I IF 1 1 7512'51"E EOLNE 23 89'— — - VlC� LINE \2 SII 1 �� BIF- - - � of � �' /, 1//j . / / / // /•r i� �i/ Y. �inR'i� 4R.aLE}l; i r/i '/ " / /"i/' / /r/ r'/,;}% • /„' �ii%�r% //� .; ; 1 7 BENCH MAR!c{�q\I� I; r .SUR VEY CCNTf20(, j POINT-T�2 -ELEVATTON 629Q73 A f: TONG DRAY} FIELD I \ \ REMOVE & ••\ 1 :r/ S 07E LOCATION & 12E \ FRELOCATE // .- E(STING 20' WIDE \ � W TERLINE EASEMENT ! F I I\ EXISTING L40906NE EXIST LANDSCAPE Ail A \l\ DEMO LAND$CA EA - \ �A•,��� DEMO TREE SALVAGE & R AT CONTRACTOR'S OPTION i 1 20' SANITARY SEWER EASEMENT r EXIST. SANITAR_ MANHOLE,,,,} 'OT1 SEPAR 4IOR _ W EXISTING ONE TO BE REMOVED NOTE NEW UG ELECT TO NEW BUILDIN CS TO BE DETERMINED EXISTING STORM-WATEP MANHOLE 1 ! / WOOD / r • LP - xIS'IN6 �T04 �WA TERM 3 ODLTENj/'PK BASIN t/7/c EXIST STCM WATER SV,ALE 1 EXISTING ,_DFMDLANDSCAPE OFFICE/ EA FOR NEW r Y a DRr E WORK BUILDING CF'%/ � ✓Y %% '�, / � 628 0 \ / 2 X �;2` ITr U D I eS TAW'S E E E a W L _ S TREE TYP APROX L�IICAP P I EXISTING U.G E� 5 Exl T LIGI POL / E �-- ____S�/ ELECT4C 'r' u —W l'J —� ELECTRICAL /Eh15T1NG r �E f IE T i EXISTING SID -WALK NATER - AND PARKING —1 RELOCATED LIGHT—POLE AFPROX LOCATI01' EXIS'\� EXISTING LANDSCAPE AREA J — — /- EXISTING EXISTING C --SF,y F4 R sydA�fZ _ L W WATER PAVE(."ENT \ FUTURE CONNECTING r - , , - ` METER EDGE EXISTING ASPHALT DRIVE ' BAD SEE EE OTE yA80\'�� - - ! I I \ LP et NOTE: NEA PAVING AT NEW SEW<R -EXISTING EASEMENT SHALL BE DELAYED UNTIL FIRE CONSTRUCTION OF SEWER U'E HYDRANT NEW 6" THICK L NEW 6' HIGH WOOD CONC CUMPSTER SCREEN FENCE ON PAD 3 SIDE` LEGEND INDICATES NEW ASPHALT - MATCH EXISTING ELEVATIONS UNLESS OTHERMSE INDI:ATED OR REQUIRED IT INDICATES NEW GRASS LANDSCAPING Wwjll� INDICATES VEHICLE DIRECTION --- EXISTING CONTOURS • NEW SPOT ELEVATION - VERIFY WTH EXISTING CONDITIONS. \ PAPTA” SFE FLAK! \SCALE. = :_7 �i ' NOTE5: 1 SEE SHEET Cl FOR LANSCAPING 2, NEW SIGN STATING ''SELF STORAGE PAP,KING ONLY - NO TRACTOR TRAILER TURN AIRO'JND" PARTIAL SITE PLAN REVRONS: 9-12-05 "0-1]-05 PEP. COUNTY REVE.W COMM'E'NT. 01 10-5-05 DATE ISSUED GATE. PRIMED: --916i!a`s- CF 4,4' `?Y CHCC_KEJ. B'!. FRO,;�:CT NO i 0 � wrt• E �o *uE 5l' Feud iN E � / / `/ I \ � �/ / / � � � � / ; \ _ — ___ _ — _ _ _ _ _ �s I � EXISTING OFFICE/ �- �,,r,,,�I WORK J BUILDING - F it ISI / Ps 31) E �— WT E I — — s i _� -- ,'I�-�'-* �,' Gam.= �.�, - � I• I � ' I �`— � r — � .-_. , r \ r - - 1 I - -629_ - - r - W ------ ``— -- -- — -- - --- -_- ---- - _ a LEGEND _ /CFl 3 eS FENCE >I �fOP.N GRAN II;LET PROPEL " CPS' 3ErZ4`-ENf SEEDING L-- / I j SCALE. I" = 20' i T SEN w go 0 ' 10/17/05 DR WI BY CHECV.EO 8'r K.Jo PROJECT I10; 00511°1 (03 O v U ro o � xo � FN �N w g� s a� >IWm <° QQ v C.3 rr U z � J W� U)0 c w N z W> z O =N W> EDN U�No<o° EROSION & SEDIMENT CONTROL PLAN RE AS'CNS 10/17/05 DR WI BY CHECV.EO 8'r K.Jo PROJECT I10; 00511°1 (03 ti MINA RE SCHEDUt t LU p �P Y F �3 IN yyy/00 U � S o` �GC V<tiL�U� -`- U A, --. 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EASTER 11 1155 �, 58 D.B, 197 F, 5Ub PLAT LEI '14 AND 15 ZONING LI TMP 5GE-1 MARTHA JEFTERSON 4O`„PIIAL D 2 1551 F, 23.. LB 1539 F2545 PLAT ZONING LI al of D 11 E.. T s10 lAT .-IL b.o b.0 b.0 b o b.oblobGbGbob. b, I.AAQ��..�., .._.. A n I o o b.0 a ce bean P 130b0 b f q�ISiING s7 RAG B ILD J, �/J Ex STP SiORx-1�--L--1 ~!i E J it I j L= b,o bo 1 a' �Eqvc°� L - PE EXISTING '22�X 2 4l fi N�L:b t 1 OFFIEF/ WCPK 2:1 3.9 92 8{� b2 1 3UILDING 0' 7 b s 132 ff ST, II �bt/ i \ (F f EY S ORA .t UILDINL --%/ k. s �s�bs � ��i1.R To 7 a 9 3 _ 6 b L- cTgq4Ai BC�ILD, 1G 7 / 1�!f-1 7 "Y4-0'4.1 118' AA,.uW b.2 .�LI b.3 0.2110 2bI 3 b z b 2 b.210.2 b.2 b.2 b 1 �,1 U 1 Dl lo1 E STI G TCR GE BUI D to DIN o PHOTOMETRIC PLAN NEVIS ONE t0l17/OS �\ � , (Il� Pry C, F NI, bP 'N BY CHECKED 9' LCL �I�.. _ 9� a 5C ���:I .; �!IK (,' 11D U / GALE, - 21) PFW CT NP LU p �P Y F �3 IN yyy/00 U � S o` �GC V<tiL�U� U A, uU A, ICC \ z J I wo - DN o0 o `II_flJll `j w gui � m a� my g -wwl: w j�flf = a0 U 2,51/ �/> Ir 0 o w CD0 ;p ° < D0 r O ° / V) Q ! 0.0 CL ° i J o F ,.O LLJ DoC Yo S ;J CC N G CSC 3 Nw�13 �_. vv s / - WI` w > O xlu `U° n Ho ¢ rz >_ ,:0 inC"SdU PHOTOMETRIC PLAN NEVIS ONE t0l17/OS �\ � , (Il� Pry C, F NI, bP 'N BY CHECKED 9' LCL �I�.. _ 9� a 5C ���:I .; �!IK (,' 11D U / GALE, - 21) PFW CT NP 3 0 RAG CR07Z r 3 IF - ID 5155 Tru' EE TCHROAD"D R • ET, V'nouI IA • 652 GENERAL CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL METHODS 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WH91 IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTIR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNCL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES_, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE 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 AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. OWNER/DEVELOPER MASS ENTERPRISES OF VIRGINIA, INC P.O. BOX 447 CROZET, VIRGINIA 22932-0447 OFFICE; (434) 823-4778 FAX (434) 823-1851 CONTACT; BILL MXSSELLI ARCHITECT KEENEY & CO. ARCHITECTS 1413 SACHEM PACE, SUITE #1 CHARLOTTESVILLE, VIRGINIA 22901 OFFICE; (434) 978-2000 FAX: (434) 978-7438 CONTACTS; RON BRC)WNFIELD or KELLY GILMO)RE EMAIL; keeneyarchitectsC earthlink,net vI(;TNTI VIRGINIA SHEET INDEX T1 TITLE SHEET C1-PH1 PHASE 1 SITE PLAN C1-PH2 PHASE 2 SITE PLAN C2-PH2 PHASE 2 PARTIAL SITE PLAN P1 PHOTOMETRIC PLAN APPROVED by Bw Albemarle CoDniy Commwity DevelONTOM Department Deis <3 cc&ax FNesTzm9s RaeIdZ1��110aa�_y X 12 Lc APPROVALS 3-13-05 PER COUNTY RENEW COMMENTS OF 10-21-05, ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - PUNNING/ZONING DATE 11-04-05 & 1-11-06 ate PER COUNTY LETTER ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT-ENIGINEERING DATE � z ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT -INSPECTIONS DATE ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ARM DATE 5 ALBEMARLE CO. DEPT. OF FIRE RESCUE DATE U)om o ALBEMARLE COUNTY SERVICE AUTHORITY DATE co N CV W O Z VIRGINIA DEPARTMENT OF TRANSPORTATION DATE N O ws VIRGINIA HEALTH DEPARTMENT DATE vI(;TNTI VIRGINIA SHEET INDEX T1 TITLE SHEET C1-PH1 PHASE 1 SITE PLAN C1-PH2 PHASE 2 SITE PLAN C2-PH2 PHASE 2 PARTIAL SITE PLAN P1 PHOTOMETRIC PLAN APPROVED by Bw Albemarle CoDniy Commwity DevelONTOM Department Deis <3 cc&ax FNesTzm9s RaeIdZ1��110aa�_y X 12 Lc 3-13-05 PER COUNTY RENEW COMMENTS OF 10-21-05, 1 91 10-25-05, 10-31-05, 11-04-05 & 1-11-06 ate PER COUNTY LETTER O OF 6-14-06 9-29-06 � z UILL Q e vI(;TNTI VIRGINIA SHEET INDEX T1 TITLE SHEET C1-PH1 PHASE 1 SITE PLAN C1-PH2 PHASE 2 SITE PLAN C2-PH2 PHASE 2 PARTIAL SITE PLAN P1 PHOTOMETRIC PLAN APPROVED by Bw Albemarle CoDniy Commwity DevelONTOM Department Deis <3 cc&ax FNesTzm9s RaeIdZ1��110aa�_y X 12 Lc TITLE SHEET REVISIONS: 3-13-05 PER COUNTY RENEW COMMENTS OF 10-21-05, `W 10-25-05, 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER O OF 6-14-06 9-29-06 � z UILL Q 5 Wa U)om o p N co N CV W O Z 0 Z Z¢0 N O ws was �mN r� Q O ULo 0 TITLE SHEET REVISIONS: 3-13-05 PER COUNTY RENEW COMMENTS OF 10-21-05, 10-25-05, 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 9-29-06 PER COUNTY LETTER OF 9-20-06 i8,17795 ISEP 2 9 2006 KJG 1 J2244 tOJECT NO� UO51 7 1 T9 I I I � I I I 1 I 1 I I I 1 I I I PARKING nAR 56E-1 MART'HA'JEFFERSON HOSPITAL - \ D.B. 1538 IPP.235 245 PLAT ZONING LI' ' G9L6&8M N6 BYBI -)/y 91 G JJ F ` 1 \ ♦\ \ 1 1 1 1 / / / / 1 1 - / - - _ _ - \ ` - / e (ery� `\ \ I p �.jlQ�yi ,R \ \ 1 \ ♦ ♦ ♦ ` ♦ \ �75Y2'S1'� .. - - - - _ _ - - - = "^1Qw.w ' - Jory\ / \ I 5 J �♦\` "___--F- Wj` / I I♦ I I I /- sza==V=====------------------ ` \\ ` ' / \ 56' NWS a — — — — — — —3,26— _�_)_ 82p ___ � \ \ / / \ I LLl � � Wg�f.r' a' U Z m _ = P _ zz RO S� ' I\ I �/ \\\� I 1 e _ - I' 1 •r•v (cIMP n) / I IST NG TO __ —__ _______ ____—\�� `)1 / / Z 8z'� 0 a I // •• �� Ne (x)iM �J ♦\ /i MAR (5) \ �♦ III f"'�' / ` 1/ 1 r r^) % '� p . .eeye ♦ \ I \\` ZONING I \ 1 T B I I 11 / / L 1 ` - P I 1 EXISTING I� _ _ _ _ _see-''�_—_—_—_ \ I „ / 1 `q I I _—_—_—_ ' �e4,, \ \� _ �- < i /� / TMP 58 i 1 / / WHOLESALE/ \ \ p ay \ �c.�-.: a-�="'—_Ytl pub ♦ \ -�- -- - • d4 1 .I ♦ +7 I MA66EN n�1e .\VI-�--_—_—_-- —![ !A) 1 / STORAGE TORM / - \ \ ♦ \ \ \� ` - 0 , e \ 141 , \I \ I o.e. 1wa�"P°.18a i �' '^l�rs IMa i I STORAGE \ \ RAT ---------JPMANT -�- � -1--� TM!3, O B [una eseze \ I II I \ ana 0° I I EXI TIN 3T srORY I 1 l[AA ro) ♦ rn � ` I I I I cul / � o I RAG INC / -----_—_—_ x713,ur+rtey - � \ LOAMA C GRAIN F[q— - - OJ"MATE LOCATION Q \ \ I \ I `I \ � : ❑ :�- I A6 A a 1 I I \ 1 I I I:. z+3, 6lYy9"NAANf--_- I 11 \\ 1\ aTr°. i \\ I I Mvyal l I — _ _ .ro._ -a3o- - - - - - - - ' ------_est / 1 1 - - � ?CD / iI I I I \ I ♦ '1 I\ I 1 I i i G `� ///' ' I EXISnN ST / n orola R P A wmxxc AASH RA E B LDI / \ ' --L `\t Po»_(11mee xcva u'�mwu""u°,lsm4�'D"Ievluinl[faMrYa .' -------- , G 10"STMP 1 -- '— — — — —_ We - - - - / y - "N[• �\ I--------- — — — =—=--=r- TV. n)Rro -•6" —_ _ — --828_ — _ -r-- / / / / / ) �N • `a• , \At - V` - -_� --- _ •ter- - - ---- `--- , / . . //' ! ,/ / U / iLI g� n 630=-------_ - -�/,Sa(q�� �prn7 I / ' //, \�\ "', --_--- �- / ---- a-_ _-'i'� /// �illj<r BARRYN.AND// ,� _ _ �/' \a 8�' - / -N$24i 87731 - - - - r �/ JEFFREY L. EASTER / , - / �6 `T0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / hh - - T• - - 1 - _ _ _ _ R) / w D.B. 1195 P. 258 , ,0 / O �¢ D.B. 190 P. 506 PLAT � � - � _ _ _ - _ _ LOTS 0 AND 15 � - ' - o t / / ZONING LI EXI 7 /-DRIP LINE NOTES: I. TREE PROTECTION FENCING SHALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. 2. INSTALL 40 INCH HIGH "INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL "T" OR "U" POSTS, DRIVEN TO A MINIMUM DEPTH OF IB INCHES ON 6 FOOT MINIMUM CENTERS. 3. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. 4. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS P0551BLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. SEE SHEET C2-PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. �2 THEE PROTECTION DETAIL T=�la SCALE: N.T.S. / / I ui V Q I cf) Q �- Z STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SHEET DAT. BY RIVANNA ENGINEERING S SURVEYING,PLC DATED MARCH 6, 20%. BUILDING SUMMARY BUILDING HEIGHT AREA SF I 1 ` 9'4 3,5004 STORAGE 8 DOST \ 4,9603 STORAGE C DIST I 1 \\ STORAGE D DOST I 1 MARTHA EIFFERS HOSPITAL I \ D.B. 1551 P. 235 F DW BEN SUR s NOTE D.B. 1538 P. 245 PLA/7 PO T1 1. 3 THERE WILL BE NO OTHER ACCESSORY ZONING LI / V STRUCTURES OR OTHER UTILITY AREAS / Q 0 NEW 13'4 VISIBLE FROM THE ROUTE 240 ENTRANCE STORAGE ! \ BDDO4 CORRIDOR. TOTAL DOST \ 13,5501 \ I I PARKING nAR 56E-1 MART'HA'JEFFERSON HOSPITAL - \ D.B. 1538 IPP.235 245 PLAT ZONING LI' ' G9L6&8M N6 BYBI -)/y 91 G JJ F ` 1 \ ♦\ \ 1 1 1 1 / / / / 1 1 - / - - _ _ - \ ` - / e (ery� `\ \ I p �.jlQ�yi ,R \ \ 1 \ ♦ ♦ ♦ ` ♦ \ �75Y2'S1'� .. - - - - _ _ - - - = "^1Qw.w ' - Jory\ / \ I 5 J �♦\` "___--F- Wj` / I I♦ I I I /- sza==V=====------------------ ` \\ ` ' / \ 56' NWS a — — — — — — —3,26— _�_)_ 82p ___ � \ \ / / \ I LLl � � Wg�f.r' a' U Z m _ = P _ zz RO S� ' I\ I �/ \\\� I 1 e _ - I' 1 •r•v (cIMP n) / I IST NG TO __ —__ _______ ____—\�� `)1 / / Z 8z'� 0 a I // •• �� Ne (x)iM �J ♦\ /i MAR (5) \ �♦ III f"'�' / ` 1/ 1 r r^) % '� p . .eeye ♦ \ I \\` ZONING I \ 1 T B I I 11 / / L 1 ` - P I 1 EXISTING I� _ _ _ _ _see-''�_—_—_—_ \ I „ / 1 `q I I _—_—_—_ ' �e4,, \ \� _ �- < i /� / TMP 58 i 1 / / WHOLESALE/ \ \ p ay \ �c.�-.: a-�="'—_Ytl pub ♦ \ -�- -- - • d4 1 .I ♦ +7 I MA66EN n�1e .\VI-�--_—_—_-- —![ !A) 1 / STORAGE TORM / - \ \ ♦ \ \ \� ` - 0 , e \ 141 , \I \ I o.e. 1wa�"P°.18a i �' '^l�rs IMa i I STORAGE \ \ RAT ---------JPMANT -�- � -1--� TM!3, O B [una eseze \ I II I \ ana 0° I I EXI TIN 3T srORY I 1 l[AA ro) ♦ rn � ` I I I I cul / � o I RAG INC / -----_—_—_ x713,ur+rtey - � \ LOAMA C GRAIN F[q— - - OJ"MATE LOCATION Q \ \ I \ I `I \ � : ❑ :�- I A6 A a 1 I I \ 1 I I I:. z+3, 6lYy9"NAANf--_- I 11 \\ 1\ aTr°. i \\ I I Mvyal l I — _ _ .ro._ -a3o- - - - - - - - ' ------_est / 1 1 - - � ?CD / iI I I I \ I ♦ '1 I\ I 1 I i i G `� ///' ' I EXISnN ST / n orola R P A wmxxc AASH RA E B LDI / \ ' --L `\t Po»_(11mee xcva u'�mwu""u°,lsm4�'D"Ievluinl[faMrYa .' -------- , G 10"STMP 1 -- '— — — — —_ We - - - - / y - "N[• �\ I--------- — — — =—=--=r- TV. n)Rro -•6" —_ _ — --828_ — _ -r-- / / / / / ) �N • `a• , \At - V` - -_� --- _ •ter- - - ---- `--- , / . . //' ! ,/ / U / iLI g� n 630=-------_ - -�/,Sa(q�� �prn7 I / ' //, \�\ "', --_--- �- / ---- a-_ _-'i'� /// �illj<r BARRYN.AND// ,� _ _ �/' \a 8�' - / -N$24i 87731 - - - - r �/ JEFFREY L. EASTER / , - / �6 `T0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / hh - - T• - - 1 - _ _ _ _ R) / w D.B. 1195 P. 258 , ,0 / O �¢ D.B. 190 P. 506 PLAT � � - � _ _ _ - _ _ LOTS 0 AND 15 � - ' - o t / / ZONING LI EXI 7 /-DRIP LINE NOTES: I. TREE PROTECTION FENCING SHALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. 2. INSTALL 40 INCH HIGH "INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL "T" OR "U" POSTS, DRIVEN TO A MINIMUM DEPTH OF IB INCHES ON 6 FOOT MINIMUM CENTERS. 3. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. 4. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS P0551BLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. SEE SHEET C2-PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. �2 THEE PROTECTION DETAIL T=�la SCALE: N.T.S. / / I ui V Q I cf) Q �- Z STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SHEET DAT. BY RIVANNA ENGINEERING S SURVEYING,PLC DATED MARCH 6, 20%. BUILDING SUMMARY BUILDING HEIGHT AREA SF USE A DIST 9'4 3,5004 STORAGE 8 DOST 914 4,9603 STORAGE C DIST Vf: 4,4104 STORAGE D DOST 914 Z3DO3 STORAGE E DIST 0 2,4004 STORAGE F DW 2111 3,7604 N69./ ORO/ STOR DOST OIPKE In 1.m on TOTAL DOST 22.4001 0 NEW 13'4 5,5504 STORAGE H NEW 1Y4 BDDO4 STORAGE/ TAASL TOTAL DOST 18 13,5501 SHAMROCK "MERRY NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAACTORS OPTION. 2. SCHEDULE IINCLUDES PLANTS FROM PREVIOUS 51TE PLAN AND NEW PLANTS UNEDER THI5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOU5 SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10-16-04 ANID 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE OUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK I 1 2 HOSE BIBB 1 1 2 NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 10, 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING It DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,g70 /3.827 ACRES (171,060.1 5F) = 0.20 MAXIMUM= 0,70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PHASE 2 SITE PLAN SCALE: 1" = 30' LL PLANT SCHEDULE SEE NOTE ND. 2 QTY SYN. OTT BOTANICAL NAME COMM NAME REMARKS LL - O 9 TREES 3 CC 6 I CEIM CANADDMSS TDIM PANSEY TOREST PANSLY REDBUD AN 10 IAC81 RUBRUM RED MAPLE SEE NOTE N0. 1 GLOSSY ABEUA 24' I IA 13 IAD ATI4DATA i061ERr POSTER HOLY OR DATE PIIS. LEYLAND CYPRESS O1 RED CEDAR N 8 TC 2 ITER CORDATA LITTLE LEAF UNDEN SHRUBS AG 13 AABBM GRANOFLORA GLOSSY ARENA SLE NOTE Na 1 IG 18 1110 QABRA '9 0411ROCKW SHAMROCK "MERRY NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAACTORS OPTION. 2. SCHEDULE IINCLUDES PLANTS FROM PREVIOUS 51TE PLAN AND NEW PLANTS UNEDER THI5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOU5 SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10-16-04 ANID 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE OUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK I 1 2 HOSE BIBB 1 1 2 NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 10, 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING It DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,g70 /3.827 ACRES (171,060.1 5F) = 0.20 MAXIMUM= 0,70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PHASE 2 SITE PLAN SCALE: 1" = 30' LL SYM, QTY BOTANICAL NAME COMMON NAME REMARKS LLJ TREES LL - O 9 AN 3 Immum RED MAPLE 2-1/2* CALIPER MNMW � N ff CV SHRUBS N° AO 5 AND OMNOPLORA GLOSSY ABEUA 24' I - j3 COIL RAL NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAACTORS OPTION. 2. SCHEDULE IINCLUDES PLANTS FROM PREVIOUS 51TE PLAN AND NEW PLANTS UNEDER THI5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOU5 SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10-16-04 ANID 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE OUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK I 1 2 HOSE BIBB 1 1 2 NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 10, 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING It DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,g70 /3.827 ACRES (171,060.1 5F) = 0.20 MAXIMUM= 0,70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PHASE 2 SITE PLAN SCALE: 1" = 30' LL Cr _J LLJ LL - O 9 �0 co I— 0 N = N � N ff CV w cr N° �> w45 Om CIDO til E¢ ICON QO¢ UL5o �1iU PHASE 2 SITE PLAN 10-17-05 PER COUNTY REVIEW COMMENTS OF 1D-5-05 3-13-06 PER COUNTY RENEW COMMENTS OF 10-21-05, 10-25-05, 10-31-05, 11-04-05 $ 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 7-25-06 PER COUNTY RENEW COMMENTS AND PHASING 8-9-06 PER COUNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 )ATE ISSUED: DATE PRINTED: kgs SEP 2 9 2001 )RAWN BY: CHECKED BY: KJG 'ROJECT NO: 0514 Cil-PN2 3 OF 5 SHEETS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) Gest Etev = 625.6 12' Iriflce Inv=623.8 Exist rp 4'0 -rete Sto.ndplpe Concrete Bose Nev Trash rack manufactured by Plastic Solutions Inc 540-722-4694 Top of riser Existing 15' HOPE ,Inv = 623.7 EXISTING OUTLET STRUCTURE SCALE: N.T.S. PARKING SPACE CHART County of Albemarle PROVIDED CONTRACTOR'S OFFICE 1 PER EMPLOYEE ON SITE. Conservation Plon Checklist -To be placed on Landscape Plana 3 SELF STORAGE OFFICE 1 PER EMPLOYEE + 1 PER CUSTOMER ('Handbook, pp ID -284.111-297 for complete spedfladems) 1. The folinwhiff Rrm• shall be showo on the plan: 9 ❑ Tseea to be saved; 4 ❑ Linitsefolearing(omeidedriplimofb tobeaevoO, 17 .❑ Location and type ofprotective fencing; ❑ Orade changes requiring bee wells or walls; ❑ Proposed trenching ortutmding beyond the limitsofelaring. 1 1M�m: ❑ Ali moss tobeamed shallhamarked with printmribbon ate heightclady visible to equdpmem operauna. ❑ No grading shall begin until the bee marking has been inspected and approved by a County Inspector. 3. pa-Comhixtioe Confecevice: ❑ Tree preservation and protection measures shag be reviewed with the contractor on sift. a ❑ Heavy equipment, vehicular traffic and storage ofcomtruetion materials including and shell not be permitted within the dripbms offtm to be saved. S Sob Erwbn and Stmmwahr Detention Devkes: ❑ Such devices shall notadvercely afl'eet hese to bccoved. 6. Igrea: ❑ Fires are not permitted within 100 fat often topline oftronim be coved. 7. Toxic Itha b: ❑ Toxic materials shall not be stored within 100 fed often dripline oftrees to be saved. R protective Feactes; ❑ Imam beretomodwithin40 Rd ofapmpmed brdldingorgradiogactivity shall bepmtcted by fncing. ❑ Forcing shall be in place and shall be impacted and approved by a County Inspector prim to grading oreomUuetion. 9. 1Ym geOe; ❑ When the ground level must be raised within the dripline ofa tree to be eased, a bee well shall be provided and a construction detail submitted for approval. - 10. Tree Walls: ❑ Whmffitgromdlevelmustbeloweredwitbinthedriomateetobeaved,abawdlshallbepm d4wdacomhuebadebil submitted for approval. IL Traehioa and Tmmelinn: ❑ When bmmhing is inquired within the limits ofeleering, it shall be done as far away from the bunks oftrea as pa®He. Tasseling under a large tree shell be considered m an alternative when it is anticipated that necessary benching will destroy fader mob. uChamen ❑ Protective fencing atoll be the last items removed during the Erol cleanup. 13. ❑ Damaged has shall be treated immediately by pruning, fertilization mother methods moommeeded by abee specialia NOTE: ITIS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) Gest Etev = 625.6 12' Iriflce Inv=623.8 Exist rp 4'0 -rete Sto.ndplpe Concrete Bose Nev Trash rack manufactured by Plastic Solutions Inc 540-722-4694 Top of riser Existing 15' HOPE ,Inv = 623.7 EXISTING OUTLET STRUCTURE SCALE: N.T.S. PARKING SPACE CHART REQUIRED PROVIDED CONTRACTOR'S OFFICE 1 PER EMPLOYEE ON SITE. 3 3 SELF STORAGE OFFICE 1 PER EMPLOYEE + 1 PER CUSTOMER 1 1 WHOLESALE & RETAIL TIRES 1 PER EMPLOYEE + 2 PER STALL (1x3 + 20) 9 9 ADDITIONAL - 4 TOTAL 13 17 NOTES: I. THE SELF STORAGE EMPOYEES AND THE TIRE EMPOLYEES ARE ARE THE SAME EMPLOYEES, THEREFORE, THEY ARE SHOWN IN ONE LOCATION - AT THE TIRES. 2. PARKING REQUIREMENTS DETERMINED BY THE ZONING ADMINISTRATOR. TMP 56E-1 MARTHA JEFFERSO HOSPITAL D.B.1551 D.B.w P. - t SHOWNZONING LI FUTURE CONNECTING APPDXIMATE-THE AREA IS HEREBY RESERVED FOR FUTURE \\_ CONNECTIONS TO TMR 56E-1 (EAST) VE 11 Y G OF • SEE • n ••• R EXTENT AS FL • . •`IPS • • • s - • , t. • NEW IF JAN 0 • •• ^Wim• IDETERMINED BE : i • , STTRr.C.Tn Wo 3 NEW 19.18" SEE 3/C2 _ ••T �75-112'51 PARKING :UNE •. .. 89L -AA SPACES W1coq J. /c t•,. i1 Alai PRECAST / .,,�.,•�a,,� OF II.• ° 011 X ���//�� ��� / / /�/i % ,ifs/ , •Sol 2 �� ���'' - l� / ♦iii/i MEMO, rC/:f'��!4rr,!yi� / �r�r,����Q�!i3'ri;.'�,�/♦,�:�;a��%//7�.,�� �• a• • /n �C EXI `STORM • 1► a �-moi,": i�. ♦ `I ' � • 1 a"•. s e ee //�/�//,i�l,��r�_�.,,'.,�����/� ii/�/�O�/,//�,i/i�r•�J`�//O•o.•��• �s/��� � �ji/Oi�iii�iijoOOii/iiii/i��ai/iss i�ii//r//i//r�/��,i/�//�/� �`�.��i //J,///k�f,�%, ,I,I//'`s/��i•�•♦.L�f•%r /r��%/,//I go /Iori%�//�o"�.0-721'460 !1460 0i /i// Oi�1 628.0 %i/;�Vizz=M0o ��I �Y� /kms EXISTING • © � w w- •. /�� 7 9010 1 W-31 191 LU Pill 0 I�I/�i ri/AI ■ 1ON— �It - - -- ..Cn • IQWeGhgpHqp6a+Nn, �� • • • o • s . LL - CID - 00 LL1 t7) CRI• • i ..'tied-WWII/r/'r'(� /! • • UJ • •. • _ •LU ,z (3 CDCr Or, - • •- r• s s s ,- - ••• • N CD • • • • cc. • a PHASE 2 • • TIAL SITE PLAN• i// s • I I I 9-12-05 10-17-05 PER COUNTY REVIEW 3-13-06 PER COUNTY =11 II 11=11 II 11=11=11 II—.11=11 II: 11=1► ' ' ' '' ' " ' 11. II IL -11=11—I I-11=11 I I-11=11=11 II 11= 11=11=11=11=11=11=11=11=11=1 f=11=11=11=1 s . s -•- . -•s s r s s s -• . .. . a • • COMMENTS s-EVIEWF ,. 10-25-05,10-31-05, —A so AL 7-14-05 PER COUNTY LETTER OF 6-14-06 B-9-06 PERrC()UNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 Mill I 0514 MMHI —0 LUMINAIRE SCHEDULE Lemping Kelvin Finite, CAMEO'sentXlelePt eiO4a r ) ➢el FwX ttn-M crsat,.t..•amw Symbol Label City Catalog Number DeecapODn Lamp File Luma s LLF Watts CG.CLEARGLSS 01505 DMT BG-ETCHIDGLASS CAMEO CWP1- PG+ PRISMATIC GLASS 1 -TOW MH, CLEAR - y EG:YPx''.: .. - CWpa-E Al -REF ,AP.n' MaOlf 0 1 YV' M?l I Il A 12 70MH CUTOFF CWP EMS. VBU CWP- 175MH.IES 5500 1.00 T5 ffiI UP ANPOOm�1aAL WALL PACK QQpIFLON[L1LMD _ 'TiAS rates n.esxoAaoels IGO LWP1-Il9M MEE76 DARK SILY REDUIREMENTS SPECIFICATIONS: LITHONIA HAD AREA LIGHT WITH HIGH ONE 175 -WATT CLEAR wusm: !LLl:lara jelAIW4MT' �a.Iw..a.xaaaa •n.cu+., 43a4a.rv.... sr r.:ae+.aFwxvr I.w Awavm, ewaaeoam.Mm:�a P»y am.xaeRn.➢e.w.xaa. : HE..x.waaw..sa'ey.� w...e SEX 2 115M SRS; PERFORMANCE SR3 BT -28 METAL HALIDE, I119491.1ee 12WO 1.00 213 e wmaaq lmD MOUNTED ON 20' OPTICS, CLEAR FLAT HORIZONTAL POSITION. baba NMIPt Ilan SSS POLE- GLASS. 1Ne 8e'1 CIFM SHEETCLtR EXISTING Kv.. 1lT mw ' Irv.. LRHONIA HAD ONE 176 -WATT CLEAR c 1MKwwl B CEX 2 175M R2 DIE CAST SHOEBOX 81-28 METAL HALIDE, 93091404.IES 13400 1.00 213 e WIIR 1.10 MOUNTED ON 20' HORIZONTAL POSITION. 7m "Net a." m SSS POLE - rm 1m pyr rap0rx EXISTING yQaneaevwy A ww LIGHTWAY WPXS- RECTANGULAR 70 WATT MH WPXS4-1- 4700 1.DO 86 UI�WKYTIORMRY D 2 6.1-MO70 CUTOFF SECURITY IY1eOnlew�0 ._.B .. Itwlmr B WALL PACK DKS DIFFUSER FOR 8070.km 0 WN D 'DARK SKY NO UP LIGHT' b3M1 YO s L IJ ;'\C� 1 lll�lrr 1 IT�/11/ 111 pU U�-• 11 IR1�■7,�ir� 1 Ti 1 11 11 11 11 1 ��., �J�►4 1��VII/ 111�I 1% 1 1JM 1 1V�i• 1 1 ,..1� rl' 111P1 1 1 � %� x 1 r 11 11 11 11 11 11 11 11 11 I I 11 11 11 /1 11 11 11 1'. i�eTrl 1 11 11 11 11 11 t l b-0 7b-0- 1 r' 1 o 1 1 • � 1 1 1 1 1 1 1 1 . 1 1 1 1 © EXISTM SIPIUMS SUE EXISTING 29 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 le`I 1 1 1 1 1 1 1 1 T 1 1 1 1 1 1 t l 1 1 1 k■1 WATERLINE EASEMENT /D AIMT BARRY N. EASTER AND JEFFREY L EASTER �. 4-c5:: L'.F i110'Cd•c-'li IC PA::vc m'K'OPHOTOINOEX' I BAC( TO MAINNCE., f CAMEO LIGHTING c+w-li-. rts vUDOO LANOSCME IKEA WDENO TMS SALVACK a REPLANT AT MIRACTOR•S OPTION A-Y1LTafOlflYF1011 Lemping Kelvin Finite, CAMEO'sentXlelePt eiO4a r ) ➢el FwX ttn-M crsat,.t..•amw Description CWP1&2 CWPI&2 CWP, -2 OPTICS WATTAGE BALLAST VOLT COLOR OPTIONS Men • AL -AEF D IOOAI CMH DIM D DSZ G CG ACCESSORIES D I7SM 0HPS 0240 DEG t+W.0 040pM DPL G27'. ❑M CG.CLEARGLSS 01505 DMT BG-ETCHIDGLASS 02W5 PG+ PRISMATIC GLASS ORDEFMG: C400S - y EG:YPx''.: .. - CWpa-E Al -REF ,AP.n' MaOlf 0 1 YV' M?l I rLvwx +nx ; r +r exlrs 4YW FULL CUtOFFLVALLPACK 2. /Rn^r•V1YwP D'R 1040 CWpi CWP2 PG „... nl .I OgiMWnOK ffiI UP ANPOOm�1aAL QQpIFLON[L1LMD _ 'TiAS rates n.esxoAaoels IGO LWP1-Il9M MEE76 DARK SILY REDUIREMENTS SPECIFICATIONS: R 69 !so VIGO wusm: !LLl:lara jelAIW4MT' �a.Iw..a.xaaaa •n.cu+., 43a4a.rv.... sr r.:ae+.aFwxvr I.w Awavm, ewaaeoam.Mm:�a P»y am.xaeRn.➢e.w.xaa. : HE..x.waaw..sa'ey.� w...e wmyaewev.v.sn,,..lA +!uwmnmrnan.nKr+: Lr.1'NR.¢e. MrG W.Mwwn 11an4.ae alf/. '., 1OiM4 1 aaDera.naan.i.a+e,,. o*ct D.emw,n.w Dlawa Mmne..Qv..m Meaewq •i:Mi a+nu.[.IvSu..n:�. ,nNN0�u0eL OMInT1wECRam6. P.:1 .r I:. i wmaaq �. 4-c5:: L'.F i110'Cd•c-'li IC PA::vc m'K'OPHOTOINOEX' I BAC( TO MAINNCE., f CAMEO LIGHTING c+w-li-. rts vUDOO LANOSCME IKEA WDENO TMS SALVACK a REPLANT AT MIRACTOR•S OPTION A-Y1LTafOlflYF1011 Lemping Kelvin Finite, DKRlaer DPU" CKNWs ulA Description Symbol Avg Max Men MaxlMln Avg/Min la+ t+W.0 1LL�,3 fFeme yfeyyAt WlOIICanllle NIA PROPERTY LME + Om 0.4 tD RD 150 WAtaeO�WA 4YW 2. Atwitter. 1040 iorTA ab nl .I OgiMWnOK ffiI UP a. 'TiAS rates RO IGO LWP1-Il9M Anat1 A. 1O.I00 !so VIGO IaOD.Ob•e Lee, 1 ime .Iry rt.. .M V-100 00 VVIFIC a 9A 4A 1MW.QFdxI ®a. vfv .01T. . n 8,A. pp Qreimxe also may M.t IM lmD IaIO VMAIIp 1]aRl baba NMIPt Ilan A8a:9PBGAAR SEOMBIT®ALNI 1Ne 8e'1 CIFM SHEETCLtR Kv.. 1lT mw ' Irv.. llrvoe.lAafeN rTr.� c 1MKwwl I udel IAIl, FMI Yana WK1�10 IJdO WIIR 1.10 vonWw 7m "Net a." m teYAtl Fera Ian08WYFtY rm 1m pyr rap0rx yQaneaevwy A ww 11Ny. 11110eg0 UI�WKYTIORMRY /OIMPJDE6ARDr IY1eOnlew�0 ._.B .. Itwlmr Ap� me 0 WN D b3M1 YO .Q Me OA • as 1w.S OA SS tOtD 00 Avele>unselmAll li s.alsi Se le fR Ate .0 )!e f0 OD 94 aD A) .ES eU P) s� r At➢ m 4w Ate v ,re ,Atee4 me mi .we sisa me �mn a o ant m� wa ,Ate tee AtI➢ Atte m se At Me. 1 ,so m aQ➢ a>N n.A me xD aa➢ mA area ii rR 1Ln .ate re +ne e.e mo ant me . We oma m >m ma ate mo . mo Qae Mae . v, d vv, > Ate ate 14.P xn lw➢ nm me ,a➢ IAte Na vA Lne, L MAe 10➢ Ya IQD WA (AD Tp0 tO0 rW IOD tetws 1iQMA mD vnA m ni rami ms .a m➢ lao ,gym t -_ O➢ ale -1MD OD 100 l0➢ m0 OO m9 1QD IOD SURFACE SCHEDULE Refleaences Nemo From Beck . WORK BUILDING NEW BUILDING 1046 10% NEW BUILDING 10% 10% STATISTICS Lemping Kelvin Finite, DKRlaer DPU" CKNWs ulA Description Symbol Avg Max Men MaxlMln Avg/Min CROZET STORAGE + 1.0 to IOA to 0.0 to NIA NIA PROPERTY LME + 0.0 to 0.4 tD 0.0 to N/A N/A NOTE: ALL FIXTURES MEET THE IDA DARK SKY CRITERIA FOR FULL CUTOFF ALL FOOTCANDLE LEVELS ARE CALCULATED AT INITIAL USING A LLF OF 1.00 AND ARE MEASURED AT GRADE. ALL THE EXISTING STORAGE BUILDING WALL PACKS ARE EXISTING AND � MOTIFIED FOR DARK SKIES FULL CUTOFF PER APPROVAL LETTER OF SEPTEMBER 16, 2004. TYPES' BEX• AND 'C -EX' ARE EXISTING POLE MOUNTED CUTOFF SHOE BOX FIXTURE FINISH: DARK OR MEDIUM BRONZE TO MATCH EXISTING. 14 NEW STORAGE BUILDING 13 O `3.5 �.6 .7 7 3.2 x s�. B� - _.1 9.3 2 ;,tlHal. 19 h� 12.8 '4.8 15 NEW STORAGE BUILDING :0 2.2 O6 6 CKISTMp 00E TO BE REMOVED NOTD MEW U! ELEC. TO MEW IMALmNGS TO SE DETERMINED EXISTPG STORK WATER IMMIDLE ) to 6.0 b.0 VATER b.0 b.0 1 b.1 0.0 0 _ DEKo W EXISTING 1 OFFICE/ WORK BUILDING 18Lh .76.56.2 O VI M Lemping Kelvin Finite, DKRlaer DPU" CKNWs ulA tTSnITmYac 1. MeT. Seel wmslW&m vHlnvew.gnrx ITYe) rtQ(t)iJAEIs .6 WJ =l ReVnr 1 no. pNTFM 441MNO E ECTRIC ltei . M1gQwnBW PAA b.2 DM �O 2. Atwitter. b.2 10 Iw WMM 1.2_ 10.2 6.2 b.1 Ao 41 iL3 UP esae.mP slope bosin Wall Pack Multi Series Features & Specifications Me1W1e �� Wa+M�lc 1�IW)em air WPlcalwecKer mivom pO0ceM01nb mn. RnM T .wpo(ye Ttuc,MW.I,eem Me". EM ic-HPFMUX (12enM)R *VgolapeC wM eM W iib rbcuMry b eammoaNa tlq ep JIKd 4nlp wenepe. MD- McPielk AaeeM mR,lav W2TN. Snedumm Carver brllup - Mrr0e0 wp aIq pOaDer Incl W e0. K'erranN T.Were PIAMcIw.,dy,sa 01on,A FeeWM - UL tpl CUL EKeb em bpelbn Multiple I.tonn peXxm -Daretyl Opspn -BeMly Bepkup e....w. wpvcxl_eanuvr_ceP_Al CI � I WPXS-t CKNW-S McNM-5t2- HeFJ4- WdM-101//' WgM.1615' DryN-91R' OapM"101P Model voitege Lemping Kelvin Finite, DKRlaer DPU" CKNWs ulA tTSnITmYac 1. MeT. Seel wmslW&m vHlnvew.gnrx ITYe) rtQ(t)iJAEIs a19'tl! WJ =l ReVnr 1 no. pNTFM 441MNO ltei . M1gQwnBW PAA t1QILO NM DM �O 2. Atwitter. TOS Iw WMM /wti esae.mP pati.. Anat1 A. ime .Iry rt.. VVIFIC a .01T. . n 8,A. pp Qreimxe lrn lrlruwaq p.3yO,y. baba NMIPt evatm.Ps wW sn.. Kv.. mw ' Irv.. tato mq Ilma. vexvi u v, pa wIr Lw.e QomowQ. a.wwaaw Fa1fA 5na OtSOfYI . Iv 09ftlJ3tY wrainRlM.ean a W.OpNyYtlmn pW. Lightway s:.,. :.A,,.,......, lo-, WODDED AREA M PHOTOMETRIC PLAN SCALE: 1" = 20' No. 471Z 0 z V J Q Z �..L CC WW � O Or MW li 0)P N F w Oz of z N s z�s 0�N EDN �u3& Qo2 U InU �IlU PHOTOMETRIC I PLAN REVISIONS: 3-13-06 7-14-08 PER COUNTY LETTER OF 6-14-06 8-9-06 PER COUNTY LETTER OF 8-7-05 9-29-06 PER COUNTY LEM OF 9-20-06 E ISSUED: DATE PRINTED: 10/T7/05 SEP 2 9 20 KJG 0514 F1