Loading...
HomeMy WebLinkAboutSDP200500093 Plan - Other (not approved) 2006-10-13C DO R z F- - 8- I -0 11T ft-V'TJ I I I IGN I I I I m GENEPAL CONSTRUCTION NOTES 1 PRIOR TO CONSTRUCTION 'WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING COt' : - CTION TO AN EXISTING ROAD, A PERMIT SHALL BE OBTAINED FP,CM THE VIRGINIA OEPA�RIn E_NT OF TRANSPORTA7 (VDOT) THIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISC- REPANCIES OCCUR THE REOJIPE'AEIITS OF FFL PERMIT SHALL GJ`JERN 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFCPM TO CURRENT SPECIFICATIONS AND STANDARDS OF %DOT UNLESS CTHFFWISE NOTED 3. EROSION AND SILTATION CONTROL IAFTHCOS SHALL BE PRn %InFO IN A WITH 1H A�PROV +ED EPOSICN CC'NTRO'- PLAN AND SHAL_ BE INSTAIJFD PRIOR TO ANx CLEARNG, GRADING OR OTHER CONSTRUCTION 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICAL). WHERE 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 DESIC41EE, IT IS 'DEEMED NECESSARY IN ORDER TO STABILIZE A CRAINCGE CHANNEL 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFOPM WITH THE AEGI(J MA F OR IJjCM TRAFFIC CONTROL DEVICES 7- UNLESS CTH�PWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) - CLASS IF 8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPL' w'TH OSHA STANDARDS FOP THE CONSTRUCTION INDUSP,TY ( 29 CFP FART 192B) 9 ALL ROOF STORM WATER DRAINS SHALL BE PIPED UNDER TO THE PARKIN' LOT AND GRAIN INTO, THE BIO- FILTER (BMP FACILIT,) C)VVNER /DEVEL CPER. MASS ENTERPRISES OF VIRGINIA, INC RIO, BOX 447 CROZET, VIRGINIA 22932- C�4 OFFICE: (434) 823 -4778 FAX: (434` 8 '3 1851 0011 TACT: BILL MASSELLI 1'",RCHITECT 'HATER AND SENDER CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY 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 N, ARE CNI'r APPROXIMATEL', CORRECT, THE CONTRACTOR SHALL ON HIS O'.74 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAP', 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE- COUNT( SERVICE AUT+'.PIT)' ON JANUAP+ I5. 1'a98 4, (DATUM - )R ALL .LEVAIIOn; ,iH(.)WT; IN NA CFC!ETI] SIJRVL( THE CONTR AD"r SMALL BC PL EPQNSIBLC FOR NO T; SING 'MISS JTILIT7" It -E)0- 552 -0— ALL WATER ALL `.EA4R PIPES SHAI.'I. HA, E A !�ININUM OF 3 FT. OF CODER EA USED FP.OM TT . TDP OF 'IPE, Of ":.W - 11 Cif fERLINE OF PIPF THIS INCL!'DF' ±,L FIRE FYEPANT LINE`_ SERVI('E LATERAL': AND '.NATR LIt. ES. E 7, ALL WATER AND Sr'AER APPURTENANCES WARE TO BE LOCATED OUTSIDE OF ROADSIOE DITCHL 5 8 VALVES ON DEADEND LINES SHALL BE SODDED TO PROVIDE ADFOUATE RESTRAINT FOR T-IE 'VA DURIN1 A FUTURE Ex TENSION OF THE LINE KEENEY & CO. ARCHITECTS 14113 SACHE PACE, SSITE #1 CHARLOTTESVILLE, VIRGII' I I A, 22901 OFFICE (434) 978 -20016 FA." (434) `; -7438 ,,C)HTAC 1RCANHFIELD or KELLY (, LMCf E Efv1��,IL keene�Varc'�i F�t.;ts��',�r . lin4;,rl?t VICINITY MAP SHEET INDE'� T1 T!TLE SHE =_T C1 SITE PLAN C2 PARTIAL SITE PLAN C3 EROSIOrJ & SEDICAEHT (,C)r iTPi_)L PLAN P'I PH0T01vlETPIC PI_AN I d9C 4 w° . l'; aT EW m .n �7 ; rr�LL IE �2, 3 U O r� `y `w N �o O� S Wo �N L �, I - I I�I I m C� n =wd� _ c o c N F r W O V) < WCE o '^ Q V) 0 � C0 r �l i = C � N G � Q W O Z W Nw� z��> LLL O =w Ow cr I- N f CO rJ '). tt QO0 zo LL ? !L U TITLE SHEET Lyai4Y w ATE IMMOED CAT PRINTED 10/17/05 x-11 Br cME.VED P, .JG 'C.;E' NJ VIRGINIA �fARTHA jrFF�'cl T, T 56c-1 D.B. 1551 P 35, 11 THA JEFF�Rp) HOSI�Tll 1538 24 LAT 'S D 6 Z) A R T I D 8 ZC U PLa� ZONINC Li IZ (3) 238 7 S A T �7 � c l w,l I 1 7 I \ \ \ Ea \ �� I {{ � i '/ � aU' I � /�' / .� -='� = __ - -__ __ --_ __ - _- _ -_ -_ -p 1.,5 .� / �_' — Z- it - - - - - - - - - - - ----- - - - - - - ING �/ ,�1 C <.'x rSCr < -- - /' I { \� ' �f / ��! ��� ILE� G 6 '11 f OFFIM 221 6C BUILDING T"P WORK I L 14 V- T -1 21 A , —VAT L­ - 7' Tml 16 -lll B ARR Y N. EASTER AND 'EFFREY L EASTER B. 1 D B 195 P. 258 J . B . t P. 506 PLAT _0TS 14 AND 15 ZONING L EASTI IT ­ PL ANT SCHEDULE sU -TE NO 2 _iK on., �.E �11�. 1 STORM WATER IAANAGEMIJIT TABLE DISTURBED AqEN NPER'dous 095 AOKS A1111 M7 t Olt #CFES ew; o I.El 080 ACRES A) .Es ♦ 031 AD'Es Bloc" 015 ACRES L NEW 5 556t STORAGE n�v N 1 -i�E PLAN FOR PLANTS TO BE RE"(7/ED ANE REPLANTE'.' AT CONTRACTORS OPT 2. SCHEDULE INCLUDES PLANTS FROM IRIEVIOUS SITE PLAN AND NEW PLANTS UNDER THIS SITE PLAN IF DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE FLAN 3. EYST1NG PLAN'S INDICATED IN SCHEDULE AND PLAN HERE APPROVED iO-I6 -04 AND 5 -3-04 B) THE CUJNTY OF ALBENAPLF AS A PEVI510N' Jc PLJT-BN( FYTURE COUNT WATER G1_05E TANK 3 2 5 I-AVATOPY 5 2 5 SERVICE 5 1 2 NOSE BIBB 2 NOTES 1 SURVEY ANC TOPOGPAPNY PROVIDED BY THOI B. LINCOLN LAND SLN2VEYC)R INC. DATED JULY 10, 2CO2 N ASSOI-IATION KTH JONES A JONES ASSOCI ARGHTFCT5 AND LAND PLANNING t DESIGN A55GCIATE5, INC. 2 FLCW'R, AREA RATIO= 34,970 /3.q27 ACPE5 (I7!,060.1 SF/' 0. 20 'lAXI[`lUI`I= 0,70 LAND COVEPAGE= 0 20 MAXIMUM= () 50 3, NUMBER OF EMPLOYEES' 1 ) NAXIIlliN SlTE PLANj SCALE: 1" = '0' Z MM ° 3 w uj L cc C) .8 T g aJm > _j LLJ < P cf) C 14 25 lLfx ITTENJATATOWEIZ m. _l.y OR PIAE, LE\VF) CYPRESS OR RED CEDAR TC 3 TUA C'O)ATA UT,'LE LEA' JIDN N f c) co M N < cr 0 E (_5 AG 15 ABEll oRANMORA sa ImE NO , 5 QURNQ MOVOUM 18LAaHAW V0UJF4AV W 38 19OMN PHnDTHILLIN LEIi UIF M6JRUM IG 21 syM mErs oTlf 30TWCAL NAME I coullnu NINE 1 -i�E PLAN FOR PLANTS TO BE RE"(7/ED ANE REPLANTE'.' AT CONTRACTORS OPT 2. SCHEDULE INCLUDES PLANTS FROM IRIEVIOUS SITE PLAN AND NEW PLANTS UNDER THIS SITE PLAN IF DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE FLAN 3. EYST1NG PLAN'S INDICATED IN SCHEDULE AND PLAN HERE APPROVED iO-I6 -04 AND 5 -3-04 B) THE CUJNTY OF ALBENAPLF AS A PEVI510N' Jc PLJT-BN( FYTURE COUNT WATER G1_05E TANK 3 2 5 I-AVATOPY 5 2 5 SERVICE 5 1 2 NOSE BIBB 2 NOTES 1 SURVEY ANC TOPOGPAPNY PROVIDED BY THOI B. LINCOLN LAND SLN2VEYC)R INC. DATED JULY 10, 2CO2 N ASSOI-IATION KTH JONES A JONES ASSOCI ARGHTFCT5 AND LAND PLANNING t DESIGN A55GCIATE5, INC. 2 FLCW'R, AREA RATIO= 34,970 /3.q27 ACPE5 (I7!,060.1 SF/' 0. 20 'lAXI[`lUI`I= 0,70 LAND COVEPAGE= 0 20 MAXIMUM= () 50 3, NUMBER OF EMPLOYEES' 1 ) NAXIIlliN SlTE PLANj SCALE: 1" = '0' Z MM ° 3 w SITE PLAN REAS ONS 9- _�2 -05 Ic ­05 PER Oow47f IFEYEW 10-5-5 Ol lssUEc DAM P-71) DIAW,! al: CFECIEL 131 KJG PROJECT NO CO 11 1 � ;01 OF SHEEt uj L cc C) .8 T g aJm > _j LLJ < P SITE PLAN REAS ONS 9- _�2 -05 Ic ­05 PER Oow47f IFEYEW 10-5-5 Ol lssUEc DAM P-71) DIAW,! al: CFECIEL 131 KJG PROJECT NO CO 11 1 � ;01 OF SHEEt uj 0 cc C) U) LLJ cf) C Q 1 0 > 0 Lu C) N f c) co M N < cr 0 E (_5 SITE PLAN REAS ONS 9- _�2 -05 Ic ­05 PER Oow47f IFEYEW 10-5-5 Ol lssUEc DAM P-71) DIAW,! al: CFECIEL 131 KJG PROJECT NO CO 11 1 � ;01 OF SHEEt TIJIP 56E -1 \ MARTHA .'EFFERS2'v / NUSPITA!_ D.Q. 1551 P 235 D. B. 1538 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'f BUT NOT TO BUILD SEE CI FOR EXTENT I OF iEW 1 I 1 IF 75'12'51 "E �`- - - 1 E� 23.8 9 ' Y VlC� LINE Y2 r% Ei /j /, / �� �TAR'i� 4R¢LEj/ �� "„ ra /% j� n � N - -- 6'31- „ illln ; _ � _ •. .� „ ,�. . ,; .' ', _' �i i BENCH MARK SURVEY CONTt2OL j I ! 1 \ - POINT -T�2 ..1 v v " TONG DRAIN FIELD I \ / ' / ' 'C REMOVE:& - - •\\ 1 �� S BATE LOCATION & l2E \ i FREIOCpd6 1 / SIGH T11011 .' .- E)kISTIN 20' WIDE 1 'A tlEMO ,I W TLINE EASEMENT "PAYE.67� -NT ! 1 EXISTING WOQOLIIJE�' K / EXIST LANDSCAPE A�2 A qD A EA DEMO LAND $C E4 - \ DEMO TREE SALVAGE & R AT CONTRACTOR'S OPTION I 1 20' SANITARY SEWER EASEMENT r EXIST. SANITAR_ MANHOLE,,,, 'OT1 SEPAR 4IOR _ W - -- —_ --- -__ — ;j 1 i ✓ EXISTING ONE TO BE REMOVED NOTE NEW U G ELEC. TO NEW BU',LDIN CS TO BE DETERMINED EXISTING STORM- 14ATEP MANHOLE LP -_ENE --- , -_- - -- _ XIS'IN6 �T04� M .ATII � j 0 - E DETEN O E � S /P,N :A5'^4 EXIST STCM WATER SWALE 11/ / r � 1 EXISTING LANDSC ARE A EA FO R IEW OFFICE/ WORK BUILDING ' %� ✓Y % %�, r -6280 45 CF U”' IW E E E S TREE TYP / I AP ROX L EXISTING U.G ELECTRICAL S ELI T R ICAL POL / E ' �-- c ELECTRIC �— W ICAL / ,L E l E i / EXISTING SIDEWALK / // �/ E A G AND PARKING —1 r — � L RELOCATED LIGHT — POLE APPROX LOCATION EXIST EXISTING LANDSCAPE AREA / — — / /- EXISTING EXISTING C --SF, F4 R ydATER _ L W WATER PAVEI. "ENT -h' \ FUTURE CONNECTING - - - T !AFTER EDGF 20AC SEE __ NOTE EXISTING ASPHALT DRIVE —� - -! �_ LP et NOTE: NEW PAVING AT NEW SEWER EXISTING EASEMENT SHALL BE DELAYED UNTIL FIRE CONSTRUCTION OF SEWER L! ":E HYDRANT NEW 6" THICK "L NEW 6' HIGH WOOD CONIC CUMPSTER SCREEN FENCE ON PAD 3 SIDES LEGEND INDICATES NEW ASPHALT - MATCH EXISTING ELEVATIONS UNLESS OTHERWISE INDICATED OR REQUIRED INDICATES NEW GRASS LANDSCAPING W.1111 INDICATES VEHICLE DIRECTION - - - EXISTING CONTOURS • NEW SPOT ELEVATION - VERIFY WITH EXISTING CONDITIONS. =11 PA!RTAII SIDE P "I AM \ SCALE, = 27 �i NOTE5: 1 SEE SHEET Cl FOR LANSCAPING 2, NEW SIGN STATING ''SELF STORAGE PAP.KING ONLY - NO TRACTOR TRAILER TURN AIRO'JND" Z o w 5 u $ g p A, a J �zu Jah _N 4- F p Z� pp O C) Is U o Z C'\ u ?S o m 2 O I s w 3W ° � 3 d� ww ym n n W V) J cl m< co aU HLL W Q f O � / I— z V ) J uio O o M LLJ C s, I w z N w> z s C X J ccmri U -° .,C U LL (E PARTIAL SITE PLAN REVSIONS: 9 -12 -05 10 -1] -05 PEP, CCUNtt RE`AE.W CCMMER 0P 10 -5 -05 DATE ISSUED DATE PRIVI:D: CF>il' PY CHEC_KEJ B'!. FRO,;':CT NO 0 I i I I , W — ' % j I' SF Ir»iE E'o iuE 5l' FeNC iN• E / I \ , \ _ — — _ _ I F, I I I EXISTING OFFICE/ WORK ' II s � / � BUILDING w� �\ I T I 'I I ,,NS,; U DING, ' w j I� e Cam, E �— �— s I w W -� / I f� E i �— E —L E IL ,- - ------- - --- -- w LEGEND ,CFI 50 FENCE cis, ^ -fOP.N GRAN IIILET PROPEL " (Pl 3Er -EN MDIZ L ML,' EP�O, �f � & SEEAfklE 1� � G91� L_ LP.. SCALE. I"= 20' ° T YEN w Y (s m C 3 o U o � o g w 10/17/05 DR WI BY CHECV.EO 8'r K.Jo PROJECT N.; 00514 C3 O U �w � ro o � - xo � FN �N 3U> o S v� >=Wm aQ v w Q rr U z Lu Q CIS ° c 2, I— � N m Hl Q � g z Q: �N w > �mN U�JO< EROSION & SEDIMENT CONTROL PLAN RE AS'CNS 10/17/05 DR WI BY CHECV.EO 8'r K.Jo PROJECT N.; 00514 C3 ti I_UM NA RE SCHEDULt C".1 --- WORK RUILO %NG ynm' La 1 G9 cI,A,Fq Nomoe, 0,-1- Lamp - -^ F'e mens LLF 111. - NEW BUILDING H 104: 104.`PPCPER71 LINE i - 1- ](VJMH, CLE4R - - _ O 7- HC' WALL CUTOFF WALL PA: K CW'' Flnn VPU CI- ' i 5 nH If 5 f5 -- r - LITHONIAKAD AREA LIGHT'WIH HI!'H ONE 1 75 -WATT CLEAR m TYPE' P -E%" PND'C -E %'APE EYI,':TING PO,E MOUNTED CUTC =F SHnF POY rl FEx t]SM SRS PEPFOR: - ANCE SR3 8-8 METAL HALIDE, 11194111, 12000 tun 213 = MOUNTED ON ^.0 OPTICS, CLEAR SLAT HCR'Z INTAL 1OSIT10N SSE POLE - GLASS EXISTING 0 I�I I LITHONIA KAO ' ONE 1T5 WATT CLEAR g w m g a� my / Ex - 175M A2 OIE CAST SHOEPDX PT -2f METAL HALIDE, ?: :)41ES 131(X) 100 213 1 . = MOUNTED ON ZY Ir .0 HORICONTAL POSTICH o SSS POLE - 0 ;p ° D0 EXISTING O - ' LIGHTWAV VJPXS- RECTANGULAP ° J 5 -I J. "070 CUTOFF EE11RITY 'O WA TT MH -ls- a >00 100 Pfi ; WALL PA CK / W > w 01 Ao,o:ot < ° n ¢6 SURFACE SCHEDULE ReneaaE�s JI £TATI3 "IC : Name Flonl Fa'r � r � -J J I rl ! Ex yq } /1 a M / \ P I 'j E t? a 1 I TMP MARTHA JEFFE °$_ HOSAITA_`� ` ; n I I D B ;SST F 2?° pp SA41TAQY ;EyrR EASDDE / ov, D 1539 P 245 PLAT I + ZONING LI / J 9 / / cl } � .b.o MT,. - S75 1a,sI E . F b - 'D,lp" b.o bd D:i1A.D .o 11. to.1 „0 br. 'u ,l .o b.0 b.0 0.0 b.1 1 0.2 b I 0 b.o- o�. ,D., �o�ff'o ,p T 4$ g� ,V4 b.0 D II I �° y , ¢p- D13462 P 451 I -14 r / C 0 j Ib0 b0 b,b.0 b.0 bo b.0 b.0 b.0 bo b.0 DO b.0 b.0 b.0 b.0 bo o "FO`�'@'b' o p b.o D.0 to b.0 ID b}➢ a - -�a a IIEw STORAGE 0 b b 0 b.0 D.0 b,0 b.0 b0 .0 o.ow ©u�ib b.0 b.0 Do b.o D.0 b.0 D.0 DA D.0 b10 b.0 b.1 b Bu ?LDi"!G m'N ' A ' b0 b.0 D.0 b 0 b.o b.0 D.0 b0 b.0 D.0 b0 b.0 b.0 0.0 1 0.0 b0 b.1 s@ _13 ( H Q ,--� 1 $Q"1) 0 D.0 b.0 b,0 b b.o b.0 b.0 b.0 b.0 b.0 ov°,BR b.�?EB R4tsl 0 1 �- - - O �TQ"Bff�O D t b. i �� D;8 `2.5 wPy 4.7 \ %5 221 t 63��° "' /., \ �0 b.o b.0 b.0 b. b.1 b.1 bh ' Ss 7 3.2 2.5 2.2 2.2 2a 29 4A 2.3�'re -2R�.o 1 0.0 13.0 b.o b 1 .a 2 B.t 2 9ri'"'73 5.sZ�l 2.1 n.s W .0 Q AAA / o \ z S b.o D.o .1 ( x L b.o b.0 b0 b.� .1 12 ., NEW STORAGE.0� 2.a q �I` BJIL I', NG I +>> aq bo 10 b.2 .3 0 -16 2s .a 'a EXISTING 20' W.DE b 0 b.0 b.U"'f1� 3 'S L 2.9 1 c $ /. b y �L rti ✓ „A7ERL INE EAS"FN' b.o b.o b.o D.1_Ua' e _a J- .,� .� fIy 'I,D -�-- "`� -.,. 1 . �,,.,,,;_ ✓�'Y�IM1€ - a.�,� _ ' 1_s.a_2_L3- z_2�= t.4_'LO� I � ' .09CH0 LahJS[a:+E aREa C J BARRY N. EASTER AND aT cc lT nE-OOS ®r I a�w.r JEFFREY L. EASTER DB 1155 1, 58 197 F, 516 PLAT LOTS 14 AND 15 ZONIt1G LI C".1 AY] Ma. Min MaWVin 4rl: Alin WORK RUILO %NG CROZCT STnoAGE ,OJT IOE 11 oll NIA NEW AU!LD!N'GG 10% - NEW BUILDING H 104: 104.`PPCPER71 LINE i - ^O,: 0411 0011 = - - NDTF ALL FIXTURES MEET THE IDA DARK SKI -PITCRIA FOR FULL CUTOFF U ALL FO: TCA,N'CLE LEVELS ARF CALCULATED AT !NIT!AL 'J$!NG A ILF II Cl AND APE MEASURED AT OBADE pp� ALL THE EXIST'NG STOPAGf. PUILOING W4LL PACKS ARE ExISTING AND 1.'OTIFIEO FOR DARK E KIll FULL 1111011 PER A- PPOVAL LETTER OF :EPTEMPEP 11,'2004 m TYPE' P -E%" PND'C -E %'APE EYI,':TING PO,E MOUNTED CUTC =F SHnF POY �? I J I rl ! Ex yq } /1 a M / \ P I 'j E t? a 1 I TMP MARTHA JEFFE °$_ HOSAITA_`� ` ; n I I D B ;SST F 2?° pp SA41TAQY ;EyrR EASDDE / ov, D 1539 P 245 PLAT I + ZONING LI / J 9 / / cl } � .b.o MT,. - S75 1a,sI E . F b - 'D,lp" b.o bd D:i1A.D .o 11. to.1 „0 br. 'u ,l .o b.0 b.0 0.0 b.1 1 0.2 b I 0 b.o- o�. ,D., �o�ff'o ,p T 4$ g� ,V4 b.0 D II I �° y , ¢p- D13462 P 451 I -14 r / C 0 j Ib0 b0 b,b.0 b.0 bo b.0 b.0 b.0 bo b.0 DO b.0 b.0 b.0 b.0 bo o "FO`�'@'b' o p b.o D.0 to b.0 ID b}➢ a - -�a a IIEw STORAGE 0 b b 0 b.0 D.0 b,0 b.0 b0 .0 o.ow ©u�ib b.0 b.0 Do b.o D.0 b.0 D.0 DA D.0 b10 b.0 b.1 b Bu ?LDi"!G m'N ' A ' b0 b.0 D.0 b 0 b.o b.0 D.0 b0 b.0 D.0 b0 b.0 b.0 0.0 1 0.0 b0 b.1 s@ _13 ( H Q ,--� 1 $Q"1) 0 D.0 b.0 b,0 b b.o b.0 b.0 b.0 b.0 b.0 ov°,BR b.�?EB R4tsl 0 1 �- - - O �TQ"Bff�O D t b. i �� D;8 `2.5 wPy 4.7 \ %5 221 t 63��° "' /., \ �0 b.o b.0 b.0 b. b.1 b.1 bh ' Ss 7 3.2 2.5 2.2 2.2 2a 29 4A 2.3�'re -2R�.o 1 0.0 13.0 b.o b 1 .a 2 B.t 2 9ri'"'73 5.sZ�l 2.1 n.s W .0 Q AAA / o \ z S b.o D.o .1 ( x L b.o b.0 b0 b.� .1 12 ., NEW STORAGE.0� 2.a q �I` BJIL I', NG I +>> aq bo 10 b.2 .3 0 -16 2s .a 'a EXISTING 20' W.DE b 0 b.0 b.U"'f1� 3 'S L 2.9 1 c $ /. b y �L rti ✓ „A7ERL INE EAS"FN' b.o b.o b.o D.1_Ua' e _a J- .,� .� fIy 'I,D -�-- "`� -.,. 1 . �,,.,,,;_ ✓�'Y�IM1€ - a.�,� _ ' 1_s.a_2_L3- z_2�= t.4_'LO� I � ' .09CH0 LahJS[a:+E aREa C J BARRY N. EASTER AND aT cc lT nE-OOS ®r I a�w.r JEFFREY L. EASTER DB 1155 1, 58 197 F, 516 PLAT LOTS 14 AND 15 ZONIt1G LI PHOTOMETRIC PLAN PEVIS'ONE I -^ � 10/17/05 (0 /11 �` P R C, P DP 4,VN BI OPEC nED 9' KJ a SCALE' 1 - 20' P W CT 5N7c 1 c 1u4 if TMP 5GE -1 MARTHA JEFFERS0N 40`..111 nL D,B 1538 FF23_ 245 PLAT ZONING LI a l uJ "0 11 IAIIA .-LIL b.o b.0 D.0 b o b.ob b, .I o o b.0 A.Q��..�., _. A n a ce bo I p D,0 T UR bo r b I, ING ST RAG B ILD eI,, % Ex1; - --��?. LLL1 �Tr E 1- L� 1 bl b,o Do _ a Laho :ARE n ` qqcc Ex?sTING 22X2 4l ti B �Lbt 1 OFFICE/ WGPK 2.1 3.9 32 8 {cT4 b2 1 BUILD d'r 3 0' 7'b5 b STI � ff r. _ J ✓eooEc S ORAr UtLDItJ eff .3 .9 .5 95 - _ A � J � R r 1& a 9 3 1 u `C 1F Ex; 1jIM1' <T 4^ x BI�iLDI ,G 'i 6 O:s�1a�5 o )ot S4 p - A�' ��IU4 D.2 -- - -- s:- -- -L_� - I - -L's b"Sb,5 b.3 21 2 b 3 b b. 2 112 b2 b.2 b.2 b.2 b l D l D 1 11 10 1 - '\/ O yyy/ O� U pp� m �? I J 0 I�I I � g w m g a� my / w a -ww = a 0 D 2, 5h/ �/> e� T ? F LL Ir .0 o w 0 ;p ° D0 / r O � / U Q ° J o 4 X8'0 co C TO Yo > U G w z ; L, N `- I` �_ > / W > w 01 < ° n ¢6 % in Li LL S Ii U PHOTOMETRIC PLAN PEVIS'ONE I -^ � 10/17/05 (0 /11 �` P R C, P DP 4,VN BI OPEC nED 9' KJ a SCALE' 1 - 20' P W CT 5N7c 1 c 1u4 if TMP 5GE -1 MARTHA JEFFERS0N 40`..111 nL D,B 1538 FF23_ 245 PLAT ZONING LI a l uJ "0 11 IAIIA .-LIL b.o b.0 D.0 b o b.ob b, .I o o b.0 A.Q��..�., _. A n a ce bo I p D,0 T UR bo r b I, ING ST RAG B ILD eI,, % Ex1; - --��?. LLL1 �Tr E 1- L� 1 bl b,o Do _ a Laho :ARE n ` qqcc Ex?sTING 22X2 4l ti B �Lbt 1 OFFICE/ WGPK 2.1 3.9 32 8 {cT4 b2 1 BUILD d'r 3 0' 7'b5 b STI � ff r. _ J ✓eooEc S ORAr UtLDItJ eff .3 .9 .5 95 - _ A � J � R r 1& a 9 3 1 u `C 1F Ex; 1jIM1' <T 4^ x BI�iLDI ,G 'i 6 O:s�1a�5 o )ot S4 p - A�' ��IU4 D.2 -- - -- s:- -- -L_� - I - -L's b"Sb,5 b.3 21 2 b 3 b b. 2 112 b2 b.2 b.2 b.2 b l D l D 1 11 10 1 - '\/ r- Z L a� 0 0 E Z o AQ w 8 �i O p o >- . w � 7w d LL 0 0 no Albemarle County � � �� GENERAL CONSTRUCTION NOTES OWNER/DEVELOPER: 0 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 MASS ENTERPRISES OF VIRGIN A NC 00: OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS , Q OF THE PERMIT SHALL GOVERN. to: 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL BOX 447 P,O, CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE o NOTED. �L n 5 U w J 6 N 3. EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED IN ACCORDANCE WITH CROZET VIRGINIA 22932 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 0_ J VIRGINIA I CLEARING, GRADING OR OTHER CONSTRUCTION OFFICE; (434) 823 -4778 FAX (434) 823 -1851 w� � 06 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY CONTACT BILL M�SSELLI _ co OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHQI IN THE Ulm OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR I INIFORM TRAFFIC CONTROL_ DEVICES ARCHITECT, � w OTHERWISE NOTED ALL CONCRETE PIPE sHALL sE R�NFC?R CONCRETE PIPE 7. UNLESS 0 � (RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA KEENEY CO, ARCHITECTS S T�w TANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926).¢ cc O C�� iclt o ` v 1413 SACHEM PLACE SUITE #1 �-- z » 13 c CHARLOTTESVILLE VIRGINIA 22901z OFFICE; (434) 978 -2000 FAX: (434) 978 -7438 7 .' WATER AND SEWER CONSTRUCTION NOTES W LL_ TION BY ALBEMARLE COUNTY SERVICE o 1. WORK SHALL BE SUBJECT TO INSPEC CONTACTS, RON BRC)WNFIELD AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE 0 CO !r CN PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK or KELLY GILMO)RE I 0 CfD rn THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK = N N 2. E MAI , keene architects earthlink,net I— CL ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL E L � APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL W O Z Z UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NW CC 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH GENERAL WATER AND�'� W Z SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE L1J O Cn O AUTHORITY ON JANUARY 15, 1998. � CON 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODE SURVEY. � � Q Q O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" �n U LL 12 o_ U (1 -800- 552 - 7001) APPROVALS 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 ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT -PUNNING/ZONING DATE TITLE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES _ SHEET 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ENGGINEERING DATE FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE SHEET INDEX ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT -INSPECTIONS DATE REVISIONS: 3 -13 -06 PER COUNTY REVIEW ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ARAB DATE T1 TITLE SHEET COMMENTS OF 10- 21 -05, 10-25-05,10-31-05, 1E R COUNTY Y 1-11 -06 C1 -PH1 PHASE 1 SITE PLAN 7 -14 -06 PER COUNTY LETTER OF 6 -14-06 ALBEMARLE CO. DEPT. OF FIRE RESCUE DATE C1 -PH2 PHASE 2 SITE PLAN 9 -2 s -os PER COUNTY LETTER OF 9 -20 -06 C2 -PH2 PHASE 2 PARTIAL SITE PLAN ALBEMARLE COUNTY SERVICE AUTHORITY DATE P1 PHOTOMETRIC PLAN DATE ISSUED: DATE PRINTED: VIRGINIA DEPARTMENT OF TRANSPORTATION DATE APPROVED EP 2 9 2006 RAG 5155 HRI NOTCH ID ROAD CR07z f V R (3 N A 22 32 0� by HIS Albemarle County DRAWN BY: CHECKED BY: Community Development Department KJG VIRGINIA HEALTH DEPARTMENT DATE Df ,_3 oc amt File -. O°s'QCO93 PROJECT NO: (0 514 Tel __ _ 1 OF 5 SHEETS I I r I I. I I 11M ^ o v O I i / �l I I I 1 I I DRIP LINE PLASTIC FENCING I Z -PH /—DRIP LINE STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SHEET DAL BY RIVANNA ENGINEERING t SURVEYING, PLC DATED MARCH 6 2006. 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 15 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 POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. SEE SHEET C2 -PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. // �2 TREE PROTECTION DETAIL I I • I � I 1 \ \ TMP 56E -1 1 MARTHA JEFFERS HOSPITAL r S D.B. 1551 P. 235 D.B. 1538 P. 245 PLAT ZONING LI / 1\ I ' \ \ \ �c3p --- 0 \ \ \ �i� rp+ / / / / I IF \ _ \ s PARKING _ -- \ \ \ \ \ TMP- JJ1 \ \ MARTHA`EFFERSON HOSPITAL \ \ \ \ D.B. 1551P. 235 D.B. 15381 P. 245 PLAT ZONING \ N. KD \ \ \ \ ` \ J \ \ 1 1 \ \ \ \ \ f75'12'51"� �.�� -- - -_ - - ` -- - - N - " - slope - - -- " -626- ? _ = _628 = ` :-\ \ \ \ ExlsnNC _ 1 =/S - N N \ \ _ I I 1 1// I I n 4 e _E� •'( — .� U1 ji l L iu T • �{Ilb� mm, '-. _ _ _ •\ \ \\ _ .— 1 _ I 1 I s3,� E _ F =. J1_ � — _ ____ _ — _ _ _ `R \ , I I IRECTION SIGN I / - j _ _ - - _ -_ _ _ _ _ _ _ _ I E I \ I I of n�� r B 3' �g _ — .,— _ = _ a' nun` _ �— _ _ \ _ \ AR 2 / / E I '!nn,.o __ _— — — 2�= ` \ (E�+(7) --- -- - - -- - -- - -- �_—. _ —_ - -- —_ — .. ___ \ \I - - - - _ ; h,�a�` / ISTNG TO GE UIL !NG - - - - - - - - - - - - - - - � I / I • (N)AR (9) _ / PARS • I j •n •� EXISTING i - - - - - - - - 629 - -' L _ - - - _ _ - - -.1_ \ M •o // / / / / // Q` TMP 56- I I WHOLESALE/ I col 114 sm � 29©(e cl �o 9 U co 81 1 o � k �E I MASS - ,, 2� 1 `� _+� _ (E (�) I OFFICE/ �� - -- _.,.: - � _ - _ - _ � I • I \ \ r 1 1 1 ENTERPRISES pp. GF ""�+1b. INC. _ STORAGE , / I 1 D.B. 399 P. 455 PLAT ------ - - - --J - 1 I IN / (� SION \ I \ Q I / suavEY Cq T ►` I '� I I 1 I I OMMO (4) 0NWAW kT XG (61) \ \ Q/ '30 I 1 ' I R VATION 829.26 I f ' \ \ sroar I I (ESA (s) I ` & I I •„„r I EXI (E DpSTiNG DRAIN FIELD I ` I \ \ I I II I _ LIGi1TS ON &sTm auLawa Nm / / PPROXIMATE LOCAnON dr I ' [] '�- • • • i 1 _ - — - _ AS A -0F R6E _ _ I E / ,�- / j � 1 I M � (5) (• .... • . 2/0 I --630- - - - •- - emu X631- . \ I I '"� _ I I '+ - - - /,/ / 0 Gw / / I / I I \ \ \ \ \ •. t� / ��. I \ I 1 I 1 EXISTIN ST RA E B /��� p / / ' got —w / ••• wERe EIASnW P eY LANDWAPE AREA TNETT ILDI / A" DB / , 1 � \ � 10 i TREE 7�1'EP 2/Gt ALBOIARLE As��Vl'�0�1 � / E)QSTING '• � I � ' - ' _ � , T� vu � � � - _ \ � // / / � � W R .�.� .-�- ' ' , I , , � � - _ _ _ _ '� M _ - • � -� _ - - - I ' -�-- - - - - , _ - 628_ _ _ - - - �- .� _ _ rem n) , ,� - - _ _ — _ ` T , _ - - _ , � y / /, / � � , / / �� � j � o / , / ` --- _ \ F -�=�. __ r. — .z. — . _ � - - - - - - - _ ___ ::•::�' •• 1STi GS ORq E ILDI - -- /i / / / // / // / / U> N 1110 ( \ •••.,• 0. OD .0e Lu TMP 56-86 0 U BARRY N. EASTER AND _ �p� �s - - _ g30 / , _ - - - - - - '_ /_ % ' w QO JEFFREY L. EASTER / ��.. 6 30 _ - -- -- ----- - - - - -- / �• t - -- PF _ D.B. 1195 P. 258 / / U D.B. 190 P. 506 PLAT / _ _ T S 1 AND 15 — _ ' t LV ZONING LI ui ' CD / rr 0 o / � — SCALE: N.T.S. EXISTING T BUILDING SUMMARY BUILDING HEIGHT AREA SF USE A EXIST 9't 315001 STORAGE B MOST 9 4,9801 STORAGE C EXIST 9'1 1 4,4101 STORAGE D EXIST 9'1 2,300± STORAGE E EXIST 91 2,4001 STORAGE F EXIST 20 3,7801 WHLSL/ OFFICE/ STOR EXIST OFFICE 10 11050± OFFICE TOTAL EXIST KJG 22,400± PROJECT NO: 0514 j=f-Q)fU6% 3 OF 5 SHEETS SHRUBS 0 NEW 13'1 5,5501 STORAGE H NEW 13 8,0001 STORAGE/ WHLSL TOTAL EXIST ILEXQABRA 'SHAMROCK' 13 NOTE 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAaCTORS OPTION. 2. SCHEDULE IIINCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNCDE:R THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOUS 51TE PLAN. 3. EXISTING PU_ANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10 -16 -04 AN;ID 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 H05E 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 t JONES ASSOCIATES ARCHITECTS AND LAND PLANNING t DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,970 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PH AS E S ITE J SCALE: 1" = 30' C Q z U. J ui o CDirc) w o m N UD CM 2 (� woz z N w �� w> was O � �u co O C.t fr N Co CO N � QOcr U Lt7 U u- cc PHASE 2 SITE PLAN REVISIONS: PLANT SCHEDULE SEE N07E NO. QTY SYM. QTY BOTANICAL NAME COMMON NAME REMARKS 3 -13 -06 TREES 3 CC 6 1 CEIVS CANADENSIS 'FOREST PANSEY 'FOREST PANSEY REDBUD 11 -04-05 do 1 -11 -06 7 -14-06 AR 10 I ACER RUBRUM RED MAPLE SEE NOTE NO. 1 24' IA 13 I ILE1I ATTENUATA 'FOSTERI' FOSTER HOLLY OR WHITE PINE, LEYLAND CYPRESS OR RED CEDAR in 8 TO 2 1111A CORDATA LITTLE LEAF WIDEN DRAWN BY: CHECKED BY. KJG PROJECT NO: 0514 j=f-Q)fU6% 3 OF 5 SHEETS SHRUBS AG 13 AABBJA GRANDIFLORA GLOSSY ABEUA SEE NOTE NO. 1 IG 19 ILEXQABRA 'SHAMROCK' SHAMROCK INKBERRY NOTE 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAaCTORS OPTION. 2. SCHEDULE IIINCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNCDE:R THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOUS 51TE PLAN. 3. EXISTING PU_ANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10 -16 -04 AN;ID 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 H05E 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 t JONES ASSOCIATES ARCHITECTS AND LAND PLANNING t DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,970 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PH AS E S ITE J SCALE: 1" = 30' C Q z U. J ui o CDirc) w o m N UD CM 2 (� woz z N w �� w> was O � �u co O C.t fr N Co CO N � QOcr U Lt7 U u- cc PHASE 2 SITE PLAN REVISIONS: SYM. QTY BOTANICAL NAME COMMON NAME REMARKS _ TREES 3 -13 -06 AR 3 IIACl71 RUBRUM RED MAPLE 2 -1 /Y CAUPER MINIMUM 11 -04-05 do 1 -11 -06 7 -14-06 SHRUBS AG F5 AMA GRAND910RA GLOSSY ABEUA 24' — #3 CONT. FULL NOTE 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRAaCTORS OPTION. 2. SCHEDULE IIINCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNCDE:R THI5 51TE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREEVIOUS 51TE PLAN. 3. EXISTING PU_ANTS INDICATED IN SCHEDULE AND PLAN WERE APPROVED 10 -16 -04 AN;ID 5 -3 -04 BY THE COUNTY OF ALBEMARLE AS A REVISION. PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 H05E 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 t JONES ASSOCIATES ARCHITECTS AND LAND PLANNING t DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO= 34,970 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PH AS E S ITE J SCALE: 1" = 30' C Q z U. J ui o CDirc) w o m N UD CM 2 (� woz z N w �� w> was O � �u co O C.t fr N Co CO N � QOcr U Lt7 U u- cc PHASE 2 SITE PLAN REVISIONS: 9 -12 -05 10 -17 -05 PER COUNTY REVIEW COMMENTS OF 10 -5 -05 3 -13 -06 PER COUNTY REVIEW COMMENTS OF 10- 21 -05, 10- 25 -05, 10- 31 -05, 11 -04-05 do 1 -11 -06 7 -14-06 PER COUNTY LETTER OF 6 -14 -06 7 -25 -06 PER COUNTY REVIEW COMMENTS AND PHASING 8 -9 -06 PER COUNTY COMMENTS 9 -29 -06 PER COUNTY LETTER OF 9 -20-06 DATE ISSUED: DATE PRINTED: -qf6 96- SEP 2 9 2001 DRAWN BY: CHECKED BY. KJG PROJECT NO: 0514 j=f-Q)fU6% 3 OF 5 SHEETS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) New Trash rack manufactured by Plastic Solutions Inc. 540- 722-4694 Crest Elev = 625.6 12' DrifIce Inv =623.8 Existing 4'0 :rete Standplpe Concrete Base Top of riser Existing 15' HDPE Inv = 623.7 111�il Oil Iff SCALE: N.T.S. PARKING SPACE CHART County of Albemarle PROVIDED CONTRACTOR'S OFFICE 1 PER EMPLOYEE ON SITE. Conservation Plan Checklist — To be placed on Landscape Plans 3 SELF STORAGE OFFICE 1 PER EMPLOYEE + 1 PER CUSTOMER (Handbook, pp III -284- 111 -297 for complete specifications) 1. The following items shall be shown on the plan: 9 ❑ Trees to be saved; 4 ❑ Limits of clearing (outside dripline of trees to be saved); 17 ❑ Location and type of protective fencing; - ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipmen operators. I` ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: I 3 NEW ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauioment Operation and Storage: PARKING ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees Si ACES W I to be saved. 5. Soil Erosion and Stormwater Detention Devices; AC UNIT ❑ Such devices shall not adversely affect trees to be saved. 6. Fires. c / ❑ Fires are not permitted within 100 fat of the dripline of trees to be saved. 7. T-wk Materials: ❑ To)dc materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. I ❑ Fencing shall be in place and shall be, inspected and approved by a County Inspector prior to grading or constriction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneft under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged troes shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) New Trash rack manufactured by Plastic Solutions Inc. 540- 722-4694 Crest Elev = 625.6 12' DrifIce Inv =623.8 Existing 4'0 :rete Standplpe Concrete Base Top of riser Existing 15' HDPE Inv = 623.7 111�il Oil Iff 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 P. 235 D.B. 1538 P. 245 PLAT ZONING I—I // FUTURE CONNECTING GOAD- LOCATION APPDXIMATE -THE AREA SHOWN HEREIN IS HEREBY RESERVED FOR FUTURE CONNECTIONS TO TMR 56E -1 (EAST) & TMP 56 -86 (WEST). SEE C'I -,,PH2 FOR EXTENT OF NEW RAVING ��O / / I IF \ / / 3 NEW 9'x18' \ 1 75'12'51 "I E PARKING \ F1tMT_ \ \ 7 z on \ CPAt% C W I r .... TING DRAIN FIELD RATE LOCATION & 1 \ E ISTING 20' WIDE I W TERLNVE EASEMENT I l \ \ EXISTING W09DLINE / - �� .... •- '- � r - • I • • L•,• i_ � -•Rig. ., ` \ EX\IST LANDSCAPE AR A \ I --� , oo i / MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. *NOTE REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. DEMO LANDSIGAPE -AREA \ DEMO TREE SALVAGE do REPLANT AT CONTRACTOR'S OPT1ON ASPHALT PAVING 2" SM -9.5A 6" 21 -A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D -698 TYPICAL ASPHALT PAVING SCALE: N.T.S. 1 - n VI-111 VI\ 1 VI InVV VV WV 11-V WIN II{ CONSTRUCTION OF SEYOR LINE. 6 �0 LEGEND ® INDICATES NEW ASPHALT — MATCH EXISTING ELEVATIONS UNLESS OTHERWISE INDICATED OR REQUIRED. SEE 2/C2 INDICATES NEW GRASS LANDSCAPING INDICATES VEHICLE DIRECTION — — — EXISTING CONTOURS PROPOSED CONTOURS • NEW SPOT ELEVATION — VERIFY WITH EXISTING CONDITIONS. EXISTING OHE TO BE REMOVED NOTE: NEW U.G. ELEC. TO NEW BUILDINGS TO BE DETERMINED EXISTING STORM WATER MANHOLE SEE 3/C2 l �' - 624= -- - - -- DETEN ( BASIN \ �`� ►II s �`���t ` - ?��R�it,�i�� �� �'Z11R7',LS ? \�R 7 'f:i�� - - _ / I / I b I v rORM 3WALE EXISTING ?D yPE WHOLESALE/ OFFICE/ STORAGE I` I 3 NEW 9'x20' PARKING I Si ACES W I EXISTING I I I AC UNIT I I rn I I c / I � EXISTING I U.�. E ELECTRIC EXISTING I WATER I �— EXISTING EXISTING '1 MFTFR PAVEMENT _ — .�_...,. ,_, -- ---- -_____ LP EXISTING FIRE HYDRANT � NEW 6" THICK NEW 6' HIGH WOOD r 30 PADS DUMPSTER _ _ _ 3CREEN F4NGE- OP) - - - - - - - - - - - ^ _ SIDES I. Q W W 01 6 co U lw C�) W §ffix co CO co 11 6 g � a NO F- 3 Q w C3 Q H U N o I-� ,r � Lj�$ V I Q CL CD W � U � 0 W z cc W� o 4 rn W I— r N Cr W o Z rr- Z N W � �'' W LU 7, 0 L U, o � rr N U2 m N c Q U Lo U :2 a. U NOTES: PHASE 2 I. SEE SWEET CI -PN2 FOR LANDSCAPING PARTIAL SITE 2. TWO NEW DIRECTIONAL SIGNS PLAN REVISIONS: 9 -12 -05 10 -17 -05 PER COUNTY REVIEW COMMENTS OF 10 -5 -05 3 -13 -06 PER COUNTY REVIEW COMMENTS OF 10- 21 -05, 10- 25 -05, 10- 31 -05, 11 -04-05 do 1 -11 -06 7 -14 -06 PER COUNTY LETTER OF 6 -14-06 8 -9 -06 PER COUNTY COMMENTS 9 -29 -06 PER COUNTY LETTER OF 9 -20 -06 DATE ISSUED: DATE PRINTED: —q+ffi5— SEP 2 9 2006 PHASE 2 PARTIAL SITE PLAN DRAWN BY: CHECKED BY: KJG SCALE 1" = 20 PROJECT NO: 0514 C2 4 OF 5 SHEETS wV I d - N .o .0 ' 0 .0 t LUMINAIRE SCHEDULE CKNW4 A.O.1101 A.0-+ Symbol Avg Max Min May/Min Avg/Min few 961-40" E �.. FAX (e6lSt 461 -8491 G+IItOt.+rllrlartlae _ coe+ Symbol Label Qty Catalog Number Descripti Lamp File Lumens LLF Watts CC7= CLEAR GLASS ZJ 150S O MT EG= ETCHED GLASS CAMEO CWP1- PG- PRISMATIC GLASS 1- 70W MH, CLEAR LumunlaaD0r21p1b7 CV 1 -2 AL -REF , t �.• �> .. 3080 A 12 7OMH CUTOFF CWP ED28, VBU CWP 5500 1.00 75 El PG :»'... LWNMWCarl NO. WALL PACK NO.V•STANOARO COLOR 175MH.I ES 7035.9 REOV4E LCW.MLEAD 1600 MaS ANOAODat1 1 rIC •M4wJt�.:.. r :l C -:� •..aw o�.,+a.ESt MEETS DARK SKY REQUIREMENTS 1 LITHONIA KAD AREA LIGHT WITH HIGH ONE 175 -WATT CLEAR 0.0 Ctl,olhste c0rnWsl0n b a :rar,ncu t"n west Uut orT40dt7 or0 or MWS,NIa. EL£LMCAL WAMAMY. '!>• C1NP• t l„ 1 is a x1 ntt'nuryl 9.:15:; art `!PF WPf 1 , •Ter wntdai`amf A [] B-EX 2 175M SR3 PERFORMANCE SR3 ST -28 METAL HALIDE, 109491.les 12000 1.00 213 o MOUNTED ON 20' OPTICS, CLEAR FLAT HORIZONTAL POSITION. ALUM WPXS -6 >vR9ua ENCL CLEAR SHM SSS POLE- GLASS. Z1 811% &0-W (SP clear smoft cUMADMROR11ATt011 P*08po„0h EXISTING 130801 50w MPS PI,/IOmwrTypo C IIIIr71001Or C-EX 2 LITHONIA KAD 17501 R2 DIE CAST SHOEBOX ONE 176 -WATT CLEAR ST -28 METAL HALIDE, 93091404.IES 13400 1.00 213 8 yy 1.10 MOUNTED ON 20' 11,11411 %Vaftl HORIZONTAL POSITION. Um 70w MH Lawr How 0.70 OJDO saYaal Fa0e11 Lw* B111a3t Fwbx 100 100 SSS POLE - 01100 Iww MH Caedallttul�Mr. 13.00 EXISTING WA UtAnqu: 2 LIGHTWAY WPXS- RECTANGULAR 70 WATT MH WP - 4700 1.00 88 B D 6- 1 -MO70 CUTOFF SECURITY 0.ies S070Jes :pg,ARCANDIIIAPLIDT -� 00 IIe47oto41t11 O 9714 Ataglae O.0 WALL PACK DKS DIFFUSER FOR Q 46 3795.7 060 'DARK SKY NO UP LIGHT' 5S 4773.0 QO ll BARRY N. EASTER AND JEFFREY L. EASTER cw so LKp4rpja CKNW4 A.O.1101 A.0-+ Symbol Avg Max Min May/Min Avg/Min few 961-40" E �.. FAX (e6lSt 461 -8491 G+IItOt.+rllrlartlae _ coe+ + 0.0 fc 0.4 fc 0.0 fc N/A N / A - CWPI & 2 CWP1 & 2 Cy ,/P' -2 OPTICS WATTAG_ BALLAST VOLT COLOR OPTIONS 02 ToXkM Boot AL -REF p 100M C MH p 120 C DBZ G CG ACCESSORIES C1 1751. ❑ H ❑ 240 C EG %Fomste C 400fi1 C3 pL l7 277 0 CC7= CLEAR GLASS ZJ 150S O MT EG= ETCHED GLASS c 2005 PG- PRISMATIC GLASS ORDERING: C 4905 LumunlaaD0r21p1b7 CV 1 -2 AL -REF , t �.• �> .. 3080 4017.4 20.3 al CM1 1111'r SCA FULL CUTOFF HALL PACK "'°"°"t' APP rwhw NM W14" 15 LOS . 1750 CWP1 CWP2 PG :»'... LWNMWCarl NO. 1 1 - � NO.V•STANOARO COLOR AND PHOTO LbNTROL 7035.9 REOV4E LCW.MLEAD 1600 MaS ANOAODat1 1 rIC •M4wJt�.:.. r :l C -:� •..aw o�.,+a.ESt MEETS DARK SKY REQUIREMENTS 1 FINISH: SPECIFICATIO;\'S: 00 0.0 Ctl,olhste c0rnWsl0n b a :rar,ncu t"n west Uut orT40dt7 or0 or MWS,NIa. EL£LMCAL WAMAMY. '!>• C1NP• t l„ 1 is a x1 ntt'nuryl 9.:15:; art `!PF WPf 1 , •Ter wntdai`amf ham onot'0n an0 o %wes tn! des- 9neaNn•Aer%3ft 140ien1rpP-AMncomor MOO ,11y at>t4ty ustwutnmwncor+"slon - nt IWOAi t10r,dfreeatt+min"wtTMsn0-1♦�le a.l TESTM{t i stlgept"rass 1Msufal tales MKS. This hmaact end d, m eon• alta+luwale7ean : lwth c,e coantq ;oervar not tt_a! sumrt: n rvr.l •.s saaN be V Usted _ VOKM% m erd becomes a Pr: of �,: w '•t�' 1 70 ?! - ' rtR i'•::. ' t, t$A`K i V YF1V 1 V ir4U A' 1 Dt+yt :y •v�•- L1 'E /�s { r,j{l1 (I 11 tl ) ) •� ( 1 IJ[I : x 1 t�1 1 wc� 1 1 1 1 1 1 1 1 / 1 I� 1 om 1 l , ,1 1 1��w - •� � .fie• , 4 1 1 1 t- t� � 1 1 1 1 1 1 t :.t .f I A 1 1 1 1 1 1 01 it of 1 1 t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 �� i �.�. 1 1 1 1 i t 1 1 1 1 1 1 f l 1 01 of 1 1 1 1 1 1 1 1 1 of 1 1 1 1 1 1 •�. 1 1 1 1' f 1 1 1 ! 4 1 1 of of it 1 t;- n c"/L 11 1 1 IT 10 1 1 'l � = 1 1 1 1 1 1 1 1 � 1 1• y. 1 1 1 1 1 1 If '_1 1 1 r- / 1 ., f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 to Is 1 1 1 1 1! t 1 1 If 1 Y ' 1 •�;, 1' • s , W . ��� • 41<1 1 1 t 1 11 ��� 5 0 A)EXIST LANDSCAPE AREA - "•` v.� U.[ VtAEMO LANDSCAPE AREA V4DEMO TREE SALVAGE It REPLANT AT CONTRACTOR'S OPTION CAM EO LIGHTING (,IMP- 17 -,.IES �pOgT,Y/EOrMMT101f CKNW4 Description Symbol Avg Max Min May/Min Avg/Min ' Zone �.. - _ _ -- + 0.0 fc 0.4 fc 0.0 fc N/A N / A U 120.277V 1T32 (1) T-32w Bee l 02 ToXkM Boot lA1N L7ae41,o !►L'sn1n %Fomste 1042 (1) T•42w E14C CAMEO UGHTINa •r�.rg 030 11257.0 13 ISO LumunlaaD0r21p1b7 C , t �.• �> .. 3080 4017.4 20.3 al 011131111111110116 SCA °KS DNA Sky "'°"°"t' 60410 1750 1x.9 21LO LWNMWCarl NO. 1 1 - � 0-w 7035.9 s1 s 1600 Lawn 1 90460 00 0.0 OA 17sw MIL CLEAR EM Vt1U 0-181 7035.9 51.5 1010 175N tnoo I00w MM mom RU SPECWAR SEGMENTED ALUM WPXS -6 >vR9ua ENCL CLEAR SHM GLASS 1782 (1) T Mw ENo Z1 811% &0-W (SP clear smoft cUMADMROR11ATt011 P*08po„0h 130801 50w MPS PI,/IOmwrTypo C IIIIr71001Or t 8070 ma MPs Ufa Ttw f1M Uvelrr porL mrw 13000 11050 50w MH yy 1.10 11,11411 %Vaftl 706 Um 70w MH Lawr How 0.70 OJDO saYaal Fa0e11 Lw* B111a3t Fwbx 100 100 01100 Iww MH Caedallttul�Mr. 13.00 (31mltlw �e0fflbP WA UtAnqu: T10 MmelamelmelAwttlae u7rlwlCLibtI1111ARY :pg,ARCANDIIIAPLIDT -� 00 IIe47oto41t11 O 9714 Ataglae O.0 Q 46 3795.7 060 5S 4773.0 QO < - a 65 4764A 0.0 75 tt1421.s 0.0 55 5050 0.0 _ 3/ VdodA Awngo t�naenoo ("Bf1aa19 atn Baer. aia�. o.o 1 r...aecsr... ' 1A !1 an JU 359 430 575 Sell a7A ass 4sA 875 0,0 me 9" a/ oga Too SBO 0161 1" MA a" 401 rt S60 70 Si0 40.0 N* me A" S" SSA 460 M. as no as 14 100 me 1.1 , 1700 1780 /M 1170 e /WA 300 3BS, =A %"6 1750 100 t7L0 1020 1040 1700 ,710 1000 170! 1730 1740 Ilea MA mom 3S0 Mae JOBS 2120 2000 334A 21111,111 901.0 13t0 memo JM's m7e0 707A 4B0 7810 R4A 111" 110 302 231KO me Iwo "all MA $01611 =0 =&a 20A zoo 2360 24&0 22L" 2140 731.0 7010 2141 use /!0 401 am 11112 1440 mate 2700 MA 311" me 10.0 "&a INA 1100 =a 1414.0 Ina I7W MA ",to 1310 174.0 1700 qB0 logo ps 1740 46,1 IMO 7300 710 =0 =0 149.0 la.0 17001 Vu 101,10 1!0-! 111" ITS as Ifte tog* 7WA Iog/ 132A teen 17010 1931 12 00 tog" hR0 1og0 IT" MA MA 7fi0 7010 tea" Ilea *41111 +780 703 70A $4,10 n0- .a" e7A 070 - 1670 0A +a. txa 177 1110 7000 1aA - +0-:o SURFACE SCHEDULE Refledarloes Name Front Back X15 OF 1 1 WORK BUILDING NEW BUILDING G 10"0 10% NEW BUILDING H 10% 10% STATISTICS CKNW4 Description Symbol Avg Max Min May/Min Avg/Min CROZET STORAGE ,+, 1.0 fo 10.6 fc 0.0 fc N/A N / A PROPERTY LINE + 0.0 fc 0.4 fc 0.0 fc 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 i MOTIFIED FOR DARK SKIES FULL CUTOFF PER APPROVAL LETTER OF SEPTEMBER 16, 2004. TYPES a B-Er AND "C-EX 11 ARE EXISTING POLE MOUNTED CUTOFF SHOE BOX FIXTURE FINISH: DARK OR MEDIUM BRONZE TO MATCH EXISTING. M 14 NEW STORAGE BUILDING O -13 '3.5 \b�'9 '4.5 „ 21 .7 '3.2 *2.5 1 2.2 `2.2 1 2.4 *1.9 1 4.4 '2. 4S EN RI VI 1 16 .1 '2. l.1� `14 1 2.6 X 4.6 15 NEW STORAGE BUILDING 16 O *&%,'1LA2 1'1.8 1 2 .9 la EXISTING OHE TO DE REMOVED NOTE, NEW U.G. ELEC. TO NEW BUILDINGS TO BE DETERMINED ® EXISTING STORM WATER MANHOLE b.o t to to to • .. .o lb . to b.� b o 'b b. b. VA- � r t mTr 2 ' &12 �b 1.11 1 .9 4 3.2 1 40 1 WATER 3/4 slope baslh DETENTION SIN m b .Q_�.o b.0 b b L gXIStING J STORM 1 b .1 b o DENO L EXISTING z i r x w 1 OFFICE/ WORK 8 b.2 .1 BUILDING 7 b.5 b.2 O 8 Ib.3 D '1.5 .4 '1.3 .0 b .2 1.5 b.3 b .2Wb.2 b.3 b.2 b .2_ 1 0.2 1 0.1A ,1 41 w b 1 LkG, CI 1Y i _D� WPXS4 CKNW4 Height - 51/2' LIM :wy1l � • - . Depth -10 3/4 U 120.277V 1T32 (1) T-32w Bee l 02 ToXkM Boot WD 50150 UP 3 Down 0-i 8 -9 -06 (Eke) 1042 (1) T•42w E14C •-c �� ,r •r�.rg ,3 t a , ; y � r,, r`�, $ D.� �s�.z � �'•� wt a � •! �{� z,. t og • �, 1" t ♦ ��Y°" h• � y. v �° t . ^� �, t t� ytiZ 1 1 1112 i y s '6-.� /mew "r ���ar. n ,i - y ' �'t%: , t �.• �> .. 29 UPO'w 0S J.. t r Y_ C..j _.� L T t ..�... 1 .IA t♦y. 1. M ;4ZIMRTMUK 7557a �.�. "vt-:, K Y °KS DNA Sky "'°"°"t' 2 277w60H[ 5150150W HPS TOM No 11114Vd Be =P act: r K TV AIM 70w MH r_ti I ; tnoo I00w MM CI 1Y i _D� WPXS4 CKNW4 Height - 51/2' Height - 9' Wk th - 101/4' Width - 1625' Depth - 81/2• Depth -10 3/4 Model Voltage Lemping Kelvin Finish Diffuser Options CKNW -9 U 120.277V 1T32 (1) T-32w Bee 2 2700K 02 ToXkM Boot WD 50150 UP 3 Down F=W 8 -9 -06 (Eke) 1042 (1) T•42w E14C 9 -29 -06 PER COUNTY LETTER OF 9 -20 -06 1 1 1112 0 4 4100K P10 100% upug t 29 UPO'w 0S 7Am (Aft $10 P lao 10ow oow " PS °KS DNA Sky "'°"°"t' 2 277w60H[ 5150150W HPS TOM No 11114Vd Be =P act: TV AIM 70w MH tnoo I00w MM 11178 175w MH WPXS -6 1782 (1) T Mw ENo Z1 811% &0-W (SP clear smoft 1042 (1) T-43w ENO P*08po„0h 130801 50w MPS 8070 ma MPs 11050 50w MH Um 70w MH 01100 Iww MH Lightway dwti»edir flwo,7•seetrt 4Slitins a WOODED AREA 2.56'. 0.0 0 .� I ''•� `v f I I l SCALE: 1" = 20' 0 0 ~ o w �w >_ 11 � fr7 Co F- _� z� g c� c z Q � r o �� 41 � lJ U� N W gW 1L J cj ^ L 06 5 U �rn �° 11 w (D Q rr 0 I leme- z Q z LL 0 W o C) C7l� ' ° w cy) �xN c 0) W og w N ws 12 5 O uj W �LI C/D O ILi N C QOM v to PHOTOMETRIC REVISIONS: .08CSr[rrA" ;?.R e4 = '•' • : >• . .. WPXS CKMllgl 28435 Md,Oti7 otti., Va1411d4, CA 61355 WM1 Comet BYowODO 23.4016 0 �,100.3x3.2�+6 PER COUNTY REVIEW DRAWN BY: f aed Comet Sales: 1183.350.0901 • 10x 866 4904754 KJG wl4wtidtlw4g4nd.0om • sa104�Rphtwaykdtgn Al .1110 hill Lightway dwti»edir flwo,7•seetrt 4Slitins a WOODED AREA 2.56'. 0.0 0 .� I ''•� `v f I I l SCALE: 1" = 20' 0 0 ~ o w �w >_ 11 � fr7 Co F- _� z� g c� c z Q � r o �� 41 � lJ U� N W gW 1L J cj ^ L 06 5 U �rn �° 11 w (D Q rr 0 I leme- z Q z LL 0 W o C) C7l� ' ° w cy) �xN c 0) W og w N ws 12 5 O uj W �LI C/D O ILi N C QOM v to PHOTOMETRIC REVISIONS: DATE PRINTED: 3 -13 -06 PER COUNTY REVIEW DRAWN BY: COMMENTS OF 10- 21 -05, KJG 10- 25 -05, 10- 31 -05, PROJECT NO: 11 -04-05 & 1 -11 -06 7 -14-06 PER COUNTY LETTER OF 6 -14 -06 8 -9 -06 PER COUNTY LETTER OF 8 -7 -06 9 -29 -06 PER COUNTY LETTER OF 9 -20 -06 DATE ISSUED: DATE PRINTED: 10/17/05 SEP 2 9 2006 DRAWN BY: CHECKED BY: KJG PROJECT NO: 5 OF 5 SHEETS