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SDP200300102 Plan - Approved 2004-04-14
1 } 1 CENTERS,HOME • P.O. BOX 1111 N. WILKESBORO, NC 28656 11 211 TENTH ST. I -SUITE C N. WILKESBORO, NC 28659 336-903-4934 (PHONE) 336-903-1327 (FAX) Page Interworks, PA 320-8 Tenth Street North Wilkesboro, NC 28659 336-667-4225 (PHONE) 336-667-4332 (FAX) si rE • HOME CENTERS, INC. P.O. BOX 1111 N.WILKESBORO, NO 28853 •m e REVISIONS Flo NAGISTERIAC O1.1CT AIEEUARLE CcumrY,, NRG,h'lA TAX UAP 43 PARCEL 91A,^PARTOPi 109 & 1090 PRE-BIBSET POBTBIDSET ISSUE BATE ISSUE GATE DATE DESCRIPTION 03-15-04 C^IJ I ADDITIO1,1 NmF DATA VICINITY MAP SCALE. NTS ws4DP- Zoo3- Io2 I'11NO2 �ENOMF�T APPROVED Albemarle County Engineering & Pu61ic Works INDEX TO DRAWINGS 25 4' 7 SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 File: By: AQ-Q6n Cover - COVER SHEET Signature i OF 8 - EXISTING CONDITIONS SITE PLAN 2 OF 8 - PROPOSED CONDITIONS SITE PLAN 3 OF 8 - EXISTING SITE UTILITIES PLAN 4 OF 8 - PROPOSED SITE UTILITIES PLAN 5 OF 8 - EXISTING CONDITIONS LANDSCAPE PLAN 6 OF 8 - PROPOSED CONDITIONS LANDSCAPE PLAN 7 OF 8 - PHOTOMETRIC SITE PLAN 8 OF 8 - SITE LIGHTING W/LANDSCAPING CENTERS, INC.ANY USE ORREPROOUCTION IN WnOL'e OR PART 13 PROHIBITED WITHOUT THE ExFREBSEO VYAl- CONSENT OF LBN'E'B HOME CENTGB, INC. LOPYIiIG HI ] W ] P1L GGiiIS HE3EIiVEO • s to �m�ZpN A cN1 ® O N 03 aNw Ea N N 1 �B,, m�M N U M M M a� U) ® - "m 3 Nr" U) U aim V, z �r pMN nM OEM ,II &Z 9 U 1m 0 0 ^wzII nm 6NN2M1n w � O � p � _ = rn U) W Q c � 6 co -3 Z_ L- �n- ¢o U� p(D c`}-= oZS Z @ O N W Z o (D6 U Q Q JU o e ORIGINAL ISSUE DATE: 11-21-03 110 2 3 2004 ERMIT SET MAR 2 F 2004 DATE: �;(• _____ .'� 7. I , CONSTRUCTION SET ISSUE.�TDRAWN ATE: LOWES CORPORATE CONTACT: KEVIN PARSONS (kevins.parsons®lowes.com) ; DRAWING NUMBER: LOWEHOME IMPROVEMENT WAREHOUSE PO BOO X 1111 NORTH WILKESBORO, NC "{ 5 .... Cover HIGHWAY 268 PAST NORTH WILKESBORO, NC 28659 ..+^'- N°aNE PHONE: 336-658-4017/336-926-7097/ FAX: 336-658-3601 I O J f -_-_ J— 102 NavE 0 • 0 e 0 N PARKING DATA PARKING AS APPROVED (SUP 96-104): REQUIRED PARKING: MAIN BUILDING - 131,575 e,f. X BOX = 105.260 s.f. 1 spoce%200 e.f. for a!b ve5000 s.f. = 50 SPACES 100,260 s.f. 0 1/200 = 501.30 SPACES 1 R1111 spoce/t00E s.f.6f. r6first 1,000 s.f. = 10 SPACES 1 space/200 s.f . far above 1,000 e.f. 5,846 s.f. 0 1/200 7 = 29.23 SPACES FOOD COURT - 1,272 a.f. 13 space/1000 s.f. = 16.54 SPACES OPEN AREA - 26,411 s.f. 1 space/5000 s.f. 7 = 5.28 SPACES TOTAL = 612.35 OR 613 SPACES PARKING DATA: STANDARD SPACE = 798 CONTRACTOR SPACE = 38 TEMPORARY EMPLOYEE SPACE = 106 HANDICAP SPACE (STD. = 14 HANDICAP SPACE (VAN = 2 TOTAL PARKING INITIALLY PROVIDED: = 95B SPACES PARKING AS CURRENTLY CONFIGURED: PARKING DATA: STANDARD SPACE = 728 CONTRACTOR SPACE = 38 HANDICAP SPACE (STD. = I4 HANDICAP SPACE (VAN = 2 SUBTOTAL PARKING PROVIDED: = 782 SPACES -PARKING SPACES TO BE ELIMINATED TO PROVIDE OUT DOOR DISPLAY AREA FOR UTILITY SHEDS: 12 SPACES TOTAL PARKING PROVIDED: = 770 SPACES 3Yp Ate, 60.42'- = O i F I d-11 I ; S51_16'11"E _ ' 215.00 TAX MAP 45 - PARCEL 109 �•"--°___ RIO ASSOCIATES LIMITED PARTNERSHIP - ZONED HC o BOWLING ALLEY S ��Z2B.0.0 E � ,1 6N,;G9 g95 EASEM'cNIT FOR DETENTION POND/ / STORM SEVIER N 52'00'25" '7/ /—_--279.31 Q 6' 0� � 229' 20' STORM- SEIW.E2BT N 0 / 1 V4 &GUTTER SEDETAIL5HEC-,T.SR-6E 1 I oI< 11 I('11 I zIw 1 5T59�54" E IA,J, 9 24' I "I S 54'01'00' E _- \ 413.23' 42' I \"11' a Iri R ESMT ST— — — mg I N n 44. JORM SEINER= — — — — o 4..` �15597 E �61'00' — MM ^zl i._I I - 4 r, .•-I',d-� —� � pSEMENt_ _ _29'38'GO W ES 145,g3• �_- �— ACCS E / 49.45 - E E 2 .64 � �34___---- _ --- RETAINING, HALLS 10' - _ — EXIS77NG CONDITION N 7T \ `--- 100'_.171'b9' of 17Fb7'26'0 = 68 20'1J' 1 ` _� 7B R = 110.97' T a 75.12' rl ' w L = 1J2.J5' }� a 0 . 1 .. .; ,,: .'P,AlNTfO 'YELL,OTY ' ;; . p AIMED SOCID •' o M � .� TGR: 1' LlN S I 4 O R 7 ' iL l •: 4=r .I R e 150.00' -- T=9S20' NI L - 169.66' 1 h I .'BAINIgO'YEL[OY%''.1' � TRUCK WEL ONES ®:45".. VQEI b (4 LOJ ADING I ,`, BAYS RdB 7 "TRUCK EXIT" SIGN o•'h .. MOUNTED TO WALL 1 —9 R TA V� Gt/MFL B POST'' 1 F r HEAVY DUTYASPHALT PAVING (SHORN SHADED) YELLOW 121' 4' HIGH SCREENING EXSRNG CONDI77ON I I VDOT It j 1, N NI Z: 1 DRAINAGE 'I , END OF SCREENING EAS-MENT 1 WALLLEAS, — — AlNI G _ ,,- �'WNON-EXCLUSIVE 1 }} } RIZAGE EASEMENT i O h ' CONCRETE CURB EXIS/7NC PERIMETER HAOfv..a x- DJ . • N PAIN1'i/Et1TED DA. R lO &GUTTER CUR@ & GUTTER 25 -J6' I -RETAINING WALL —� PAIN)ED.SOLID .. HEAVY DUTY ASPHALT (EX/SRNCJ lECLOW UNF h: .FAV/NC(S!{ONIN,SHAPEOJ',:.,,,, .:.'" : , n I 4 HIGH SCREENING A Q WALL (EXlS77NC) .RdO'.: . I i. o ... •. ... ' I 54 "'PAINTED 1i M PAINTED )EL LOIY PAINTED SOLID LINES ®45" YELLOW LINE LINES N1 9 4' O. C 4J5' ®4' O. C. �! END OF SCREENING 1 WALL . TAX MAP 45 -PARCEL 109C W !II UNIVERSITY OF VIRGINIA EMPLOYEES I 111 ZONED HC 1 1 VACANT 1 FOR EXACT BUILDING OIMENSIONS �I FIELD VERIFY 1' W I 7 it 64; .. 'IIO-'I '� END OF RETAINING -FAINTED YELLOW 'LOADING ZONE" C3, 1'Ij WALL g . ® 100' O.C. PAINTED YELLOW NO IF,- LINES 45- OU1000R DISPLAY AREAS- , 0 B 4' O.C. FER SPECIAL U5E PERMIT" PAINTED SOLID SP 96-29 YELLOW L/NE h LJ , ` f, L Y-► '. '� �••° /17RY\������������ N Yam•► - III I,I n. me Em va M Rd0 NI HEAVY PU7Y•ASPHALT PAVING (SHOWN S 1'.-25 25 it STANDARD ASPHAL T PAVING (EXISNG COND1T70N) q R I 0 0 7 �O II olv' GS o OU7DOOR DISPLAY I U77LITY SHEDS (CURRENT LGOA NOV) ¢ �+ II II I 10' CITY GAS LINE :SM'T. ,� - � o � � O � ¢ I tl I D.B. 1061, PG. 694 At F.? o tea, li 1I 24' CONCRETE CURB & GUTTER (EXISTING CONDl770N os z` I�L� JO' BUILDING SE78ACK I ____ _'-__ __ = QE_ _--� a45. 4.'• 13Rd0', ^ - _____� .: JD , Rd0 S/ TE G0� /j�/' VpRID�R A� /110 ROAD i"FST RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 45 PARCEL 9JA, PART OF 109 & 109D ZONED HC/EC THIS SITE IS SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 85-17, ZMA 87-07. VICINITY MAP SCALE: 1 " = 2000' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1 PRIOR TO ANY CO NSTRUCTF_ WITHIN ANY ) N 4) ALL SLOPES AND DISTURBED AREAS ARE TO BE EXISTING PUBLIC E-OF-WAY, INCLUDING FERTILIZED, SEEPED MULCHED. THE MAXIMUM CONNECTION TO ANY _IISTING ROAD, A ANY ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). 2: PERMIT SHALL BE OBTAINED FROM THE VIRGIN). DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. ACCURATELY REFLECT THE REQUIREMENTS 5) PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH OF THE PERMIT. WHERE ANY DISCREPANCIES MAY BE REQUIRED WHEN IN THE OPINION OF THE OCCUR THE REQUIREMENTS OF THE PERMIT ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, SHALL GOVERN, 2) ALL PAVING, DRAINAGE RELATED MATERIALS OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS 6) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM OF VDOT UNLESS OTHERWISE NOTED. WITH THE VIRGINIA MANUAL FOR ON 3) EROSION AND SILTATION CONTROL MEASURE SHALL TRAFFIC CO-NTROI pEVICES BE PROVIDED IN ACCORDANCE WITH THE APPROVED 7) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER SHALL BE REINFORCED CONCRETE PIPE - CLASS III CONSTRUCTION. 8) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SITE NOTES 7 ASPHALT PARKING LOT TO BE STRIPED WITH 5) ALL CONCRETE SIDEWALKS AND APRONS SHALL 4" WIDE PAINTED WHITE LINES UNLESS RECEIVE CONSTRUCTION JOINTS AT 25'-0" OTHERWISE NOTED. CONCRETE PAVED AREAS TO BE PAINTED YELLOW UNLESS OTHERWISE O.C. UNLESS OTHERWISE NOTED. NOTED. PAINT SHALL BE SHERWIN WILLIAMS 6) FOR SITE UTILITIES, SEE SITE UTILITIES PLAN PROMAR TRAFFIC MARKING'. 2) CONTRACTOR SHALL COORIDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED IN 7) ANY CUTTING OF PAVEMENT IN THE EXISTING PARKINGLOT SHALL BE REPLACED PER PROJECT AND PAY ALL REQUIRED FEES AND STANDARD PAVING DETAIL COSTS. 3) ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4) ALL RADII SHALL BE 4' UNLESS OTHERWISE NOTED. g r•I1 5 ,� 'r. p 8 T. s•i 5 '-f Rd0' SPA�=T=7', S EAryST. �C61-PG, 69q _ --S 3233'23" V1 26.50' — p :'.� I - "^''�•f' ��. EXIS77NG PAVED AREA THAT REMAIN If7LL BE \ RESURFACED WIN A 1 OVERLAY AND BE RESTRIPED AS SHOWN. (n I 9 m 111 �—�IT I�� Rd •D _,.0 O. 4 A � l`_�I 3 Az GES I'N ,i _ ' U _ t EXISTING CURB & c10 m U ¢ 2 ' , ' g IIfI-11I� I I E'hSTJNG ,p'ACE'S ', GUTTER TO REMAINrz Lam;- LL-I _ 1 I 1 e snNc �a °�� Ilr .R _IO' gyS)AI, � 1 /—EXIS17NG PERIMETER'SA'ACES ® ,) CURB &GUTTER TO REMAIN ApP RdO' � �,it � J3• 14 SITE DATA MIN. ALLOWABLE SETBACKS: FRONT BLDG. 30' PARKING SIDE &REAR 10' N/A PROPOSED USE: RETAIL - COMMERCIAL LAND USE: EXISTING BUILDING AREA: �E'S HOME CENTERS, INC. P.O.BOX1,1f N.WILKESEORO.- 28658 0 e REVISIONS PRE-BID5ET POSTBID SET ISSIIEDATE �ISBDE GATE DATE DESCRIPTION 03-15-04 OI ADDIEONAL SHEET DATA 03-15-04 2O ZONONFWT000R DISPLAY 03-15-04 O ZONING -PARKING DATA 03-15-04 O SITE DATA 03-15-04 n SITE RFFDiEN • 11111/ 11 e .nN\_TH 131,575 S.F. MAIN BUILDING:O35: 0 n .14Y7% GREENHOUSE: 7Y 6.239 S.F. OPEN GARDEN CENTER: 2.3% 26,239 S.F. v } EXISTING BUILDING TOTAL: 17% 164,660 S.F. ADDITIONS AND ALTERATIONS AREA: LUMBER CANOPY .5% 4,292 S.F. m° CART RETURN 00Y. 247 S.F. GARDEN CENTER EXPANSION 02% 21,575 S.F. o APPLIANCE STORAGE .5% 5,139 ADDITIONS/ALTERATIONS TOTAL: 03% 31,253 S.F. TOTAL: 20Y. 197,185 S.F. • • BUILDING TOTAL: SON 197,185 S.F. Y PAVEMENT: 46Y 440,351 S.F. Z = w N } TOTAL IMPERVIOUS AREA: 66% 537, 532 S.F. C m OPEN: 34Y. 326,451 S.F. G L y TOTAL AREA: 22.13 ACRES 100% 963.983 S.F. Z 0 (.0 �(1/) MAX. STRUCTURE HEIGHT: .}J U BUILDING PARAPET 28'-B" HIGHEST GABLE (PEAK) 46'-D" Q 0 ,� O $ NO INCREASE IN STRUCTURE HEIGHT Z 0 N o MAX No. OF EMPLOYEES: 200 NO INCREASE IN EMPLOYEE COUNT I" Z U wg ~ O 5 SITE REFERENCE cnw � �' 4 Imo O ) z Z MA 95-07 APPROVED Ocn Z _O u RIGINAL PARCELS WERE COMBINED INTO A SINGLE TRACT. 0 m o 57PLAT WAS 3 G. 456)RECOROED ON OCTOBER 5, 1996. C O c Q J a SHED BOUNDARY: SOUTH FORK RIVANNA RIVER WATERSHED, ® • AED INTERMITTENT TRIBUTARY DRAINAGE BASIN. THIS S1TE IS ORIGINAL NTLY GRAINING TO THE REGIONAL DETENTION BASIN BEHIND RS. ISSUE DATE: 11-21-03 PERMIT SET AS/WATERCOURSES: THERE ARE NO STREAMS OR COURSES ON THE SITE. ISSUE DATE: CONSTRUCTION SETISSUE v'D5: THERE ARE NO JURISDICTIONAL WETLANDS ON THE SITE. DATE: DRAWING NUMBER: RESOURCES ORDINANCES: THE WATER RESOURCES PROTECTION ORDINANCE DOES NOT APPLY. 1 of S ol; 0 ��e SDP 03-102 ENE SheeHai85teeb assonn:, • •- "Qom, 60.ii- PARKING DATA PARKING AS APPROVED (SDP 96-104): REQUIRED PARKING: MAIN BUILDING - 111.111 s.l. X BOX = W1,260 s I. I space/200 s(, for vlb.,. 5000 s.f. = 50 SPACES ,Do,260 s.f. ® 1/zoo = 501.30 SPACES GREEN HOUSE - 6,646 s,f. 1 space/100 s.f. = 10 SPACES for IiTst 1,000 s.f. 1 space/200 .t. far above 1,000 s.f. 5.846 s.f. 0 1/200 7 = 29.23 SPACES FOOD COURT - 1.272 s.f. 13 space/1000 s.I. = 16,54 SPACES OPEN AREA - 26,411 s.f. 1 space/5000 s.f, 7 = 5.28 SPACES TOTAL = 612.35 OR 613 SPACES PARKING DATA: STANDARD SPACE = 798 CONTRACTOR SPACE = 38 TEMPORARY EMPLOYEE SPACE = 106 HANDICAP SPACE (STD.) 14 HANDICAP SPACE (VAN) 2 TOTAL PARKING INITIALLY PROVIDED. = 958 SPACES PARKING AS CURRENTLY CONFIGURED: PARKING DATA: STANDARD SPACE = 728 CONTRACTOR SPACE = 36 HANDICAP SPACE (STD. 14 HANDICAP SPACE (VAN = 2 SUBTOTAL PARKING PROVIDED: = 792 SPACES -PARKING SPACES TO BE -ELIMINATED TO PROVIDE OUT DOOR DISPLAY AREA FOR UTILITY SHEDS: 12 SPACES TOTAL PARKING PROVIDED: 770 SPACES O O I F I I I i S 51_76'77T' E— _ _ _ --------. 215.0053'S \ `\v 19.2 TAX MAP 45 - PARCEL 109 RIG ASSOCIATES LIMITED PARTNERSHIP r ZONED HC $ ` BOWLING ALLEY S 64,-3�g"� \ /2294G \ \ 2 S y9.9 z EASEMENT FOR DETENTION POND/ STORM SEWER --_ N 52'00'25" W —__ AH96"0'0, /,R 50.fi4' 129' 20' STORM 9cW.E16T 77' 93.45'.. 24 CONCRETE CURB &' GU77ERMASH— SEE DETAIL SHEET SR70 40' 47•COMPACTOC / O / R=100' HEAVY DUTY ASPHALT I / 1 5- PAVNG (5HOWiV 5HA0[O) / /RETAINING Y/ALL 1 PNNTEG SCLIO / —�_ a EXISTING �lELCOIY UNE 1 0 9 / 4' HIGH SCREENING ' 3 I I WALL ^ O. F' I o EXISRNG l d0 ( ) R 64• �AINIED YELLOW PAINTED SOLID LINES ®45" YELLOW LINES FTED 4 GLOP/ 'III v, I M a 4' O.C. ENO OF SCREENING I © 4' O C. I WALL 1 MI I ry O-II l � �kf f N TAX MAP 45 -PARCEL 709C WI f�l UNIVERSITY OF VIRGINIA EMPLOYEES 1-' ZONED HC o I VACANT 1 FOR EXACT BUILDING DIMENSIONS GI1 FIELD VERIFY UJI l! PAINTED YELLOW �I ) ENO OF RETAINING "LOAD/TUG ZONE" OI „ WALL 9 100' D.C. NO g PAlN7£D YELLOW ,! LINES 0 46 OUTDOOR DISPLAY AREAS ® q' DO . PER SPECIAL USE' PERIdIT", �I \\ 1 PAIN7ED SOLID SP 96-29 _ 1 ALLOW LINE HEAVY-DUTY ASPHALT PAVING (gHDON SHAD 16= —15'' -J6` 15` JS' -15`�'-35'" -33' 1 18= J5'115' ' 1 F STANDARD ASPHALT PAVING P i (EXISRNG CONDITION) q,' b II II m u i 6 _ Q 3 q� i of al OUTDOOR DISPLAY ' U7ILITY SHEDS '! (CURRENT LOCA PON) " 2 ..ryq 10' CITY GASV,pi LINE ESMT. D.D. 1061, PG. 694 1 -T- b !i 24" CONCRETE CURB &GUTTER I (EXISTING CONDIRON) =I o ry� ry _N II iv II ,11 I I 54ail JO' BUILDING SETBACK �, R 0 \ f y \ .. R�5' I R-40' 'O TOPOGRAPHICAL & BOUNDARY INFORMATION PROVIDED BY: HURT & PRORTT, INC. 2524 LANGHORNE ROAD LYNCHBURG, VIRGINIA 24501 PHONE:(804) 847-7796 FAX: (804) 847-0047 DATE: AUGUST 10, 1995 I1 t, I ale 1 i E -- - - - 9,.2G y== - - - r , S 54'01'00' E I � i 413.23' SAN.& STORM SEVIER ESMT — J �i54.5g.17" E51.00OB E o,rf — _ I N ut T--1��`✓� EASEMENT_- 5 29'38'00" W ACCESS 49.45' ' N 60'56'�5-VJ�„� -- - ______ Q Q _____ c i- � `• - ______ it ' 94' ____ � -�� 2'00„ .- 34 � _ !\S 60500' \ _ -- _ — RETAINING WALLS EXIS77NG CORD/ nON \ ----1GO— 171 "09' 173 0716' 10 i � 78' R = 110.9T ' T - ZOJ2' _ L - 1J2J5' 1rA77✓TED YELLOW PAINTED SOLID LINES ®45^ •' ffa'- LLOIY LINE u1 ', 2 .. @-$' O C IIh Rd2' .. IA e 64 4B'1, ' N , O R e 150.00' N � o r-1 T - "..20' 1 1 L s 169.56, r h I ,. PAIN7ED, tEGLOY/ TRUCK WEL ' ' 'LINE'S 9 45' \Q ' b ©2' DC b ( 4 LOADIN BAYS I 3 94' I "TRUCK EXIT" SIGN a o I ,NOJNTL-D TO WALL HEAVY DUTY ASPHALT / PAVING (SHOWN SHADED) ,ES'. 4'5TW SCREENING � Exsrwc CONDITION b / L VDOT 1 ( DRAINAGE 1�1 END OF SCREENING I EASEMENT L WALL - Alfil A —1 NON-EXCLUSIVE 1 _ 4I V RAINAGE EASEMENT 1 _ NIBY VTRY R=1 CONCRETE CUR@ EXIS17NG PERIMETER & GUTTER CURB & GIJTIER ED)IMED DASHED f%Y7/TE LINE -� -J6' —T5` = D �-� J5 34-15'`-' -y _ 10' CITY 3 �- G•I I°S P•I I.d �. 59I°<5 `T R40' /LING GAS ! D.I t IOSMIT. _ S 61, P L%b`T,� S `— �G�694 0 n-1 ___----- _________c__=____ = -_ !1 '^A/NT�'���-' ru�•rnNC UIL £XlS7)NG ___.. T_�56"59"Nf_-'_ STOP 5/GN W/ EN IRA 800. _ PAINTED IYH17E STOP BAR- �--� -__ PAINTED 00/JBLE =_- - YELLOW LINE (TYP.) PANTED WHITE -- WOODSR&6K:�-„_�DRIV___ STOP BAR PROPOSED CONDITIONS SITE PLAN SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 SCALE: 1"= 60' —I� C L"2 Rd0 0 U qb U O Uti A Rs10' �1� .. 1B ``'hSRNG ,XvA�S 7/E INTO EXlS71N•C_'- '`-�-; � �- - ,_.� _ CONCRETE CURB EXIS77NG ENTRANCE —EXISRNG TRAFFIC SIGNAL TAX MAP 46 - PARCEL 93A NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC S/ TE c Dor. _ j�i °o1�G9H A A �:n RIO ROAD BEST RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 45 PARCEL 9JA, PART OF 109 & 109D ZONED NC/EC THIS SITE IS SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, 2MA 85-17, ZMA 87-07 VICINITY MAP SCALE- /" = 2000' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTIONS NOTE FOR SITE PLANS 1) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDINGFERTILIZED,' 4) ALL SLOPES AND DISTURBED AREAS ARE TO BE SEEDED AND MULCHED. THE MAXIMUM CONNECTION TO ANY EXCITING ROAD, A PERMIT SHALL BL OBTAINED FROM THE LOW SLOAL). ER REASONABLY O f7 WHERE NABLY BTAI ABLE LSSER SLOPES WHERE RE SLOPE IS 2:1 iAOUE, LESSER VIRGINIA DEPARTMENT OF TRANSPORTATION . THIS PLAN AS DRAWN MAY NOT O OF 4:1 OR BETTER ARE TO BE ACHIEVED. ACCURATELY REFLECT THE REQUIREMENTS 5) PAYED, RIP -RAP OR STABILIZATION MAT LINED DITCH OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY DIRECTOR OF ENGINEERING, SHALL GOVERN. OR THE DIRECTOR'S OR THE DIRECTOR'S DESIGNEE, IT DEEMED 2) ALL PAVING, DRAINAGE RELATED MATERIALS LIE NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AND CONSTRUCTION METii0O5 SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS 6) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM OF VDOT UNLESS OTHERWISE NOTED. WITH THE VIRGINIA MANUAL i0R UNIFORM 3) EROSION AND SILTATION CONTROL MEASURE SHALL TRAFFIC CONTROL DEVICES. BE PROVIDED IN ACCORDANCE WITH THE APPROVED 7) UNLESS 0 HERWISE NOTED ALL CONCRETE PIPE EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER SHALL BE REINFORCED CONCRETE PIPE - CLASS IN CONSTRUCTION. B) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SITE NOTES 1) ASPHALT PARKING LOT TO BE STRIPED WITH 5) ALL CONCRETE SIDEWALKS AND APRONS SHALL 4" WIDE PAINTED WHITE LINES UNLESS RECEIVE CONSTRUCTION JOINTS AT 25'-O" OTHERWISE NOTED. CONCRETE PAVED AREAS O.C. UNLESS OTHERWISE NOTED. TO BE PAINTED YELLOW UNLESS 0 HERWISE NOTED. PAINT SHALL BE SHERWIN WILLIAMS 6) FOR SITE UTILITIES, SEE SITE UTILITIES PLAN "PROMAR TRAFFIC MARKING". 2) CONTRACTOR SHALL COORIDINATE AND COMPLY 7) ANY CUTTING OF PAVEMENT IN THE EXISTING WITH ALL UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES AND PARKING LOT SHALL BE REPLACED PER STANDARD PAVING DETAIL COSTS. 3) ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4) ALL RADII SHALL BE 4' UNLESS OTHERWISE NOTED. 32-33'23" \V 26.50' EXISTING PAVED AREAS THAT REMAIN HILL BE 1 I RESURFACED WITH A 1 OVERLAY AND BE 1 RESTRIPED AS SHOWN. CIA I MI m ' EXISRNG CURB '', CUTTER TO REMA&IN SPq I E'V7SnNC ,SpA n ii{ EXISTCURB & PERIMETER ® CURB &GUTTER TO REMAIN - EXISTIN CONCRETE CURB & GUTTER 1 EXISRNG ROASED SIGN �'- REMAIN E SH7 TO 1 '1"FOR IMPROVETJENTS EX1577NG _ _ ENTRANCE_________� - TAX MAP 45 - PARCEL 93C RI CHARD OR MELBA ATKINSON ZONED HC O SITE DATA MIN. ALLOWABLE SETBACKS: FRONT BLDG. 30, PARKING 10' SIDE & REAR N/A PROPOSED USE: RETAIL - COMMERCIAL LAND USE: EXISTING BUILDING AREA: MAIN BUILDING: 14Y 131,575 S.F. GREENHOUSE: .7Y° 6,846 S.F. OPEN GARDEN CENTER: 2.3Y• 26,239 S.F. EXISTING BUILDING TOTAL: 17Y. 164.660 S.F. ADDITIONS AND ALTERATIONS AREA: LUMBER CANOPY 5Y° 4,292 S.F. CART RETURN 00% 247 S.F. GARDEN CENTER EXPANSION 02Y. 21,575 S.F. APPLIANCE STORAGE .5% 5,139 5.F. ADDITIONS/ALTERATIONS TOTAL: 03Y. 31,253 S.F. TOTAL: 20Y 197,185 S.F. BUILDING TOTAL: 20% 197.185 S.F. PAVEMENT: 46N 440,351 S.F. TOTAL IMPERVIOUS AREA: 66 637,532 S.F. OPEN: 34Y° 326,451 S.F. TOTAL AREA: 22.13 ACRES 100% 963,983 S.F. MAX. STRUCTURE HEIGHT: BUILDING PARAPET 28'-8" HIGHEST GABLE (PEAK) 45'-D" NO INCREASE IN STRUCTURE HEIGHT MAX No, OF EMPLOYEES: 200 NO INCREASE IN EMPLOYEE COUNT OSITE REFERENCE Z MA 95-07 APPROVED NOTES• 1) TWO ORIGINAL PARCELS WERE COMBINED INTO A SINGLE TRACT. A NEW PLAT WAS RECORDED ON OCTOBER 5, 1996. (BB 1573 PG. 456) 2) WATERSHED BOUNDARY: SOUTH FORK RIVANNA RIVER WATERSHED, UNNAMED INTERMITTENT TRIBUTARY DRAINAGE BASIN. THIS SITE IS CURRENTLY DRAINING TO THE REGIONAL DETENTION BASIN BEHIND KEGLERS. 3) STREAMS/WATERCOURSES: THERE ARE NO STREAMS OR WATERCOURSES ON THE SITE. 4) WETLANDS: THERE ARE NO JURISDICTIONAL WETLANDS ON THE SITE. 5) WATER RESOURCES ORDINANCES: THE WATER RESOURCES PROTECTION AREAS ORDINANCE DOES NOT APPLY. SDP 03-102 • ��L �E'S HOME CENTERS, INC. P.O. BOX 1111 N. WILKESEORO, NC 26656 • REVISIONS • PRE -BID SET POST 6IDSET ISSUE OATS �ISSUEDATE DATE I DESCRIPTION 03-r-04t�ADPITICNAL SHEET DATA 03.15-c4 NIYa-a1DoolzDl6Ty..Ar 03.15-04 SINEERW-SAFETY TONE 03.15-N NINS-PAWl.4 DATA 03.15.04 /OS�� 617E DATA 03.15-C4 6l BITE f�E--M] E V,111, 212) 144 m m U mx W >.mNty ov=UvN M N 1i" �Mut m mm v 0 QN (0MM M ® •� 3 Ntx Uwe z DN OEM II 'AMM w Ilo hlm- =00m ]'5 QNV1zMM ' f Y LI.1 W m _ °� m 0 L U Z r 4o- U _ w (6 (1) O g U) @ a az QU O -d 4% m a M > m 'On VI ry, �/ �/ O ° Oz rn 0 ;�. � a a s ORIGINAL s ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: � SneeI2ul86ftEels °f 6�,8,, � \Q4 2 TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES ZONED HC VACANT GAS MAIN TIE-IN GAS LINE ALONG PROPERTY LINE - 10' CITY GAS LINE ESM'T. D.B. 1061, PG. 694 TAX MAP 45 - PARCEL 109 RI ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALLEY S 44.4a 54 c"'17" E EASEMENT FOR /r/ I 45.93 DETENTION POND/ .i II STORM SEWER i 20' STORM SE1`d.ESMT N 19'56'16" E 93.45 =88.10' 4 ....:...: ...... ..: ENT - z ... .. COINNECTIbliSFON aACKFL0W ' i° _ PREVENTION DENCES '= L FOR FIRE LINE ARE - LOCATED INSIDE W, Rx� °' � M � SPRINKLER ROOM SS-� ----GAS rn - ----GAS METER 6" SANITARY SEWER GENERATOR - 8" FIRE- CINE CLEANOUT INV 506.65 U FINISHED FLOOR ELEVATION = 512.50 REIV6 O LANS 1 320 - 6' ' STUB & PLUGGED UNDER SA N a 1• TARY P9 L SLAB INV.£L. 510.00 4"' P, VCR 2" . FITMYURANT 1"l GATE ....I .°I I.d t•II✓ r•II . -' `1 - - _-_ CLEANOUT �== 260' - 4" SANITARY INV. EL= 568..50 0.94,I W/CLE !TOUTS YCE :.. -�- -�- - O.C. -�"- 'ICER: TAPPEQ WATER LINE -I}- `8"i LY TER - T -1-- -HIM EL. = 570-70 L - -INV fL-(l 9-NW. _ -!NV L�(!J NE. _ OE _ W/8" X $" TAPPING SLEEV< & 8' ) TAPPING VALVE _NV. EfL(Ol/I1f 5i P DEAD=1— S 54'01'00" E 413.23' F EMT 5, & STORh1 SEY ,\CC;F 5 S 2 49.45' W � 49.45 �s- 0., E -- 605 00 N 3 W w ~ a IRE .HYDRANTL,V 4'/6" G'ATE.VAL,VE Q - Q (2J.INETAC GUARD' . o N 6" WATER :. .. .., ,.45 '.BEND.:... ALN 3 Q �. TRANSFORMER PAD OMES 16" . SERVjCE :: GATE VALVE I 8" X 6" m REDUCER Y ds l 8" X 8" TEE b " GATE VALVE \ek 1-1/2" DOME57/C SERNCE I �D TO VAULT t ~ 1-112" 00MES7/C IY.iTER METER IN PRECAST MYCREIE VAULT PER ALBERIAARLE COUNTY SERNCE \ O I . • AUTHORITY SPECIRCAARYS SEE S,F URLITY 5 �N01E h �... T T m N � a 'PRNATE SEIM1ER C N� I ., / VOOT Y/CLEANOUTS H DRAINAGE EASEMENT ABDLE GRWND 2' RPZ (REDUCED PRESSURE ~50 20' 2 ZQYf) ASSEMBLY P. V.0 whir U I /RRIMNON N'A METER (SlZfO - -15' NON-EXCLU51' E BY ABfMARLE COUNTY 5ERNCE DRAINAGE EASEN NTAUINORITYJ IN PRECA5T CONCRETE' BO" VAULT PER ALBERMARLE C4JV7Y BEND 5ERNCEAU7NDRl7YSEGR6APaVS s5— _� 37D• Z8" SEWER . C. I GAS MAIN RE -IN S 32'33'23" W 25.50' (lF iGECf3SARYYJ LO MAIINTAIli�' _ / -1- -- -1- ' MINIMUM OF GAS MAIN TIE-lN - ��-� FIRE HYDRANT -�_ Cu GOVERN EL. 1'50j4. 70 I o (p GLLL ASSUA1E0 10, 10�c 68 Egg£168, )- '�.� G1,7 ASEI,fE-NT 8" WATER MAIN W/ DBROD_—_ 8" X 8" TAPPING SLEEVE & 9" TAPPING VALVE -- TOPOGRAPHICAL & BOUNDARY INFORMATION PROVIDED BY: HURT & PROFITT, INC. 2524 LANGHORNE ROAD ^ LYNCH DURG, VIRGINIA 24501 _ PHONE:(104) 847-7796 FAX: (804) 847-0047 CEL 93A EXISTING SITE UTILITIES PLAN NORTH X29 COMMERCIAL MAP 46 RLAND TRUST TAX MAP 45 - PARCEL 93C DATE: AUGUST 10, 1995 ZONED PDSC RI CHARD OR MELBA ATKINSON SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 SHOPPING CENTER ZONED HC S/ TE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 45 PARCEL 93A, PART OF 109 & 1090 ZONED HC/EC THIS SITE IS SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 85-17. ZMA 87-07. VICINITY NIAP SCALE.' 1 " = 2000' ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER NOTES 1. WORK SHALL BE 5UBJECT 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 LIN ES NES 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 20, 1983, AMENDED JULY 1, 1989. 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 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WI BE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT.. B. 3' MINIMUM SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6 SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3' X 4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL 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 LID. 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 95Y COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEND LINES SHALL BE ROBBED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. e HOME CENTERS, INC. P.0.90X111, N.WILKESBORO,NC 28650 • • I, zkvjIQ ropiI, � DATE DESCRIPTION 03-I5-O4 ^�I ADDIiIP1: dL 51!EET DATA 03-I5.04 2 ZGN6"G-g11D00R 715FLAY HUBBARD - N 12121 a 10,I/ Z 0 Y x m In C.) _� 0 U) W (6 w ~ O zi 3 � O m =U �u>� �� Vain co ZLLI U1 i6 O o f Z O z (n W V X O� o' W Q Q JU a o e ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER 3 SCALE: 1 "= 60' VETERINARY CLINIC ul ® 0 S D P 0 3 -10 2 V,:, ,QF TAX MAP 45 - PARCEL 109 RI ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALLEY EASEMENT FOR DETENTION POND/ STORM SEWER Sk 20' STORM SE $KO$ p N 19'56'IE 93.45' S ,550� :yOp .so 2 0 � a I� N M AS METER fi TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES , ZONED HC 70 VACANT N C, f zo W > GAS MAIN TIE-18 aO¢ O yp 0> Q C N aN Y m CAS LINE ALONG F1RE'HYDRANT W1GAflEe - PROPERTY LINE — 8ALVX 6" 10' CITY GAS 3 , LINE ESM'T. l) D.B. 1051, PG. .69 GAS MAIN 77E-IN GM O TOPOGRAPHICAL & BOUNDARY INFORMATION PROVIDED BY: HURT & PROFITT, INC. 2524 LANGHORNE ROAD LYNCHBURG, VIRGINIA 24501 PHONE:(804) 847-7796 FAX: (804) 847-0047 DATE: AUGUST 10, 1995 FINISHED FLOOR ELEVATION = 512.50 S 540VOO" E 413.23' o.l St 5N 99.17" E NM z_ 745.93' -_- 010 10' \ �� 64' \��•c�� 10' FIRE DEPARTMENT - (SIAMESE) CONNECTION BACKFLOW PREVEN77ON DEWCES FOR FIRE LINE ARE LOCATED INSIDE SPRINKLER ROOM 6" SANITARY SEWER - STUB & PLUGGED UNDER SLAB INV, EL, 510.00 7TI 4" P.VC.- GENERATOR 8" FIRE LINE CLEANOUT — INV EL. 506.65 CLEANOUT NV. EL. SOS 45 0 U P IVATE W ARY EE R N j i �.� a ..1 S•I I d t 7lT/i .,�i0�3` ..� WX � G•I I•b-QGII�I S CLEANOUT —j— � INV. fL. 5 850 -j CAPPED {YoLINE o s•IIII 260' 4"" SANITARY SEWER 0.999 W/CZE7N00T5 0 —j- To . oMH. Nam5 T LZE MAIN X 9" TAPPING_SLEEVE & 8" INV. EL -10 506:0g5— a/NV. F/INV _%t77/T)E 5 30753 HYDRANT WOODBR R SITE UTILITIES PLAN NORTAX MAP 46 - PARCEL TRUST 29 COMMERCIAL LAND TRUST ZONED PDSC SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 SHOPPING CENTER SCALE: I"= 60' EASEMENT SAN.& STORMM SE�4— 9" GATE VALVE E -�- i-S 249.9'3845' N! / 49.45' �QF �QF f— S 60500'O'• E N O M J 7 0 G N N C( J PAD \e E 1 8" X B" TEE �I "GA IF VALVE 1-112" DOMESTIC SER NCE TO VAULT 00NESDC NA/ERA oIN PRECAST CONCRETE VA. �( PfR ALLERMAR(E COUNTY A1171ORITY SPECIRCAN0,93 1 SEE SITE U77LITY LZNOTE 5 r T VOOT DRAINAGE AB04E ORCU,YD 2" RPZ (REDUCED PRESSURE EASEMENT ZONE) AS5B471Y ION-E%CLUSI c IRRICANON NIFR .4EIER (SIZED NAGE CLUSI NTBY ALBEMARLE COUNTY Ef"CE AUTr10RlIYJ IN PRECAST CONCRETE VAULT PER ALEERAARLE COONTY SfRWCE AUTHORITY SPECIRCARMS h {f?l 70' CITY f;cc 225 BEND V �o o - ao Oar 7' M UEXaNNTT/N,C AjER L% JE't�N1'"� SA MIINIMUM OF-0 �VEQ AI' �Tl -l� A� 1 Fl._-- INN �L. 5 O 48` 9� Y E�PO;4 y8 LDaTF). jSD�.RD - 22.5 BEND 8" VIA TER MAIN IV 8" X 8" TAPPING SLEEVE & 6" TAPPING VALVE TAX MAP 45 - PARCEL 93C RI CHARD OR MELBA ATKINSON ZONED HC VETERINARY CLINIC GAS MAIN TIE-IN S 32-33'23" W 26.50' S/ Tc RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP 45 PARCEL 9.3A, PART OF 109 & 1090 ZONED HC/EC THIS SITE IS SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 65-17,, ZMA 87-07 VICINITY M14P SCALE-: 1" = 2000' ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER 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 20, 1983, AMENDED JULY 1, 1989. 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 SEVER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIP, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. 3' MINIMUM SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6 SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3' X 4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL 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 LID. 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. II. CERTIFICATION THAT 95Y COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFIICATON SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST, THE CERTIFCATON SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEND LINES SHALL BE ROBBED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. L�E'S HOME CENTERS, INC. P.0.60X 1111 N. W ILKESBORO. NC 26650 e e REVISIONS FOE-BIDSET POSTBIOSET ISSUEOATE ISSUE DATE DATE DESCRIPTION 03-15.04 OI ADDITIONAL E E=T DATA °3-IE-aa 0 zcno�-aroaRDiSPLAr 03-!5-C4 O3 EWsIVEERN-.,-9ArcTY SONE 03-15-04 <4> r-MR LOGATKN5-EA5T INC. ANY USE OR REPRO CTION IN PARTIS PROHIBITED OUi THE � nEN coNservT iT ES HOME G.COPYRIGNi]W3ll �GN 6RESERJEB 07 • r dITH nc s lima a Z Y O _ W 7 t � Y o U rn � o O pi m !z0 t� ii Q 0 Z � Z+-- 2 W LLJ :EO > co (n "A- 0 0 c 0- Z O O O z Ill U QJUa • • ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER ( l cS4 „A4PGB ®•' V SDP 03-102 .e%� s 6BAee„ � Nzm 215.00 5 53'24 54' E TAX MAP 45 - PARCEL 109 •�"�-'••- / \ RIO ASSOCIATES LIMITED PARTNERSHIP 191.2 _ ZONED HC 1' S 54'Ot'00" E BOVILING ALLEY 6A,2S AS E 4 5'' 413.23' \ S 2. 2940 I a•'•s '" E a M SEWER ESMT SAN.& STORM EASEMENT FOR DETENTION POND/ I '1' EASEMEN T S 2 W45 STORM SEN/ER ACCESS 49.45' .93' N 52'00'25" W \QF --'�� 279.A A 3 �3� /QF E�56050 6'4D'04' 00" i. 5a 6-I6 R( TDiBTA - 7-18 4 0 OG 'Z'6 "� ®30 O.C. (5)13-16 5 gN y000 RETAIN/NC 12-1�9 Y/ALL — �= �� 35 O.0 N o M > •N . .,. 4HIGHSCPLIT-FJAGED BLOCK l0 722 - Jz-r (i SREEN/ 'WALL. Z O \QR 9p p. . ':. ...:..:.; .: ... ..: .. .... .. .', :. .':.... :.. .. GHi ... BLOCIK SCREEN.IFG' B151QG 15 aG� A� vl F rr o Q N m NH 4-111 J m .. '®S.D.C.. FC-2 M 4' HIGH SPLIT --FACED >� df� '— _ WLV 1=1 BLOCK SCREENING WALL �` 4-2 y \QF 5-1 SEEDED TAX MAP 45 - PARCEL 109C 1-1 III Id UNIVERSITY OF VNIA EMPLOYEES RETAINING - 3 ZONED HC VACANT WALL IYALL 2-1 \ N1W .1 4-20 ,act b-1 N m a it 00> QVDOT i. 1 DRAINAGE xa W -_ - 12-72 1 PER 20 S.F. EASEMENT �SWc'_• •AINAGE EA,S MENp,-••,•, , i ..:... - I_u " 2-1 ;•i1.4 s ;°I I. 1 1 z'-sE1a:r,' £�I 8 h 1-2 4-19 1-z �1-1 1-2—SEED U To' CITY GAS _ 4 U n LINE ESMT. U N N D.D. 1061, PG. 694 4-19 U UI i" u w 2z T _ 2-2 _ _ 4-10 -:z-1: 1 U U SE BED 2_2 ED4_3-3 II U uU u \\00 1 U - a 5/ 2-5 "4-37 I U I \QF U U U F :' '1 - -a4 �_— U I/U II 3 /-2 ..---'�._e„•m,.,o� �-__�� u u 2-2 —i— � El U �.�„v.- "".--•.. \ '� U N 41'S6'�9" _ ��(F�I // 4- 3-7 U EXISTING TREES AND —_ U SHRUBS 800,is•- U _ �2-11 U U E6EOEB WOODS ROOK DRIVE; EXIS77NG Es _ U u ` u U U u (75 R/W) ROUTE Tea-, AND SHRUBS TO —'�,__ U U si TE • ��L HOME CENTERS, INC. P,0.ROX1111 N.WILKE590RO,NC 20656 ® • REVISIONS OFRE-BID 6Ei POST SET 155UE DATE ISSUE DABIDTE DATE DESCRIPTION RIO MAGISTERIAL DISTRICT ALHEMARLE COUNTY, VIRGINIA TAX MAP 45 PARCEL 93A, PART OF 109 & 1090 ZONED HC/EC THIS SITE IS SUB✓ECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 85-17,, ZMA 87-07. VICINITY All A P SCALE: 1 " = 2000' VEHICULAR USE AREA = 467,356 SQ. FT. PLANTINGS KEY �NOICAT£S PLANT OUAN NTY QQ�,I,OICATES PLANT LIST NO ih—AIES PLANT SEE DST BELOW •'�NOILA]£5 PANT DUAN]ITY Q\ — TREE KEY DESIGNATION RELOCATED TREE KEY DESIGNATION RELOCATED PLANTINGS LETTER DESICRAIRON TREE NAME TOTAL CM - - - - - - - - - CRAPE MYRTLE - - - - -- 1 EXISTING SITE PLANTINGS MATERIAL LIST KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE SPACING REMARKS 1 PYRUS CALERYANA BRADFORD PEAR 25 2 1/2" CAL. AS SHOWN 2 LAGERSTROEMIA INDICA CRAPEMYRTLE _ 52 2 1/2" CAL. AS SHOWN PINK_BLOSSOMS 3 QUERCUS PALUSTRUS PIN OAK 10 2 1/2" CAL. AS SHOWN 4 JUNIPERUS "SARGENTII" SARGENTS JUNIPER 864 1 GAL /14 SQ. FT. 5 MALUS FLORIBUNDA FLOWERING CRABAPPLE 4 2 1/2" CAL AS SHOWN 'o PINUS STROBUS _ WHITE PINE IS 10' HT. MIN. 20' O,C. WELL PRUNED 7 ILEX "NELLIE R. STEVENS" NELLIE R STEVENS HOLLY 18 36" B&B 20, O.C. 8 ILEX GLABA "COMPACTA" DWARF INKBERRY 85 30" B&B 10' O.C. 9 ILEX GLABA INKBERRY 23 24"-36" B&B _ 15' O.C_ ID EUONYMUS ALATA WINGED EUONYMUS 38 24"-36" B&B 12' 0_C, 11 PRUNUS _ CERASIFERA PURPLELEAF PLUM 8 2 —1/2-CAL. AS SHOWN 12 EUONYMUS COLORATUS _ EVERGREEN WINTERCREEPER 126 1 GAL. AS SHOWN 13 ACER RUBRUM _ RED MAPLE _ 21 _ 3 1/2 CAL. 35' O.C. 14 ILEX CORNUTA "ROTUNDA" CHINESE HOLLY 111 24" B&B 5' O.C. 15 JUNIPERUS PROCUMBENS JAPANESE GARDEN JUNIPER 287 1 GAL. 16 PINUS NIGRA AUSTRIAN PINE 4 B' HT. MIN. 20' O.C. '1 17 JUNIPERUS "PAR50NII" PARSON'S JUNIPER 15 1 GAL /14 32-33'23" W 26.50' EXIS77NG TREES AND SHRUBS EXIS77NG SIGN --' - - �- ElIS77NG TREES AND I�SHRUBS EXISTING LANDSCAPING CONDITIONS NORTHX29 COMMERC ALRCEL LAND TRUST TAX MAP 45 - PARCEL 93C SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED PDSC RICHARD OR MELBA ATKINSON SHOPPING CENTER ZONED HC SCALE: 1 "= 60' VETERINARY CLINIC • TREE RELOCATION NOTES 1) TREES TO BE RELOCATED SHALL BE EXCAVATED WITH A MINIMUM ROOT BALL OF HALF THE DIAMETER OF THE DRIPLINE. 2) WRAP ROOT BALL WITH BURLAP AND STORE IN WET MULCH, COMPLETELY COVER ROOT BALL WITH MULCH, UNTIL READY TO REPLANT. 3) TREES SHALL BE WATERED DAILY UNTIL REPLANTED, THEN AT LEAST ONCE A WEEK FOR 6 MONTHS. LANDSCAPING NOTES 1) ALL PLANTED AREAS SHALL HAVE A 3" LAYER OF PINE BARK MULCH OVER 10 MIL FABRIC EQUAL TO 'WEEDBLOCK' BY 'EASY GARDENER.' 2) ALL DISTURBED AREAS NOT RECEIVING PLANTINGS (INCLUDING RIGHT-OF-WAYS) SHALL BE SEEDED ACCORDING TO LOWE'S SPECIFICATIONS. 3) ALL LANDSCAPED AREAS ABOVE, BETWEEN AND BELOW RETAINING WALLS, AND IN AND AROUND PARKING AREAS SHALL BE EQUIPPED WITH AN UNDERGROUND AUTOMATIC SPRINKLER SYSTEM. 4) IRRIGATION SYSTEM SHALL HAVE APPROVED BACKFLOW PREVENTERS AND MEET ALL APPLICABLE REQUIREMENTS. 5) THE IRRIGATION SYSTEM ALONG THE RETAINING WALLS WILL BE A DRIP LINE SYSTEM. SDP 03-102 • 110TRY1 - WQMn Ov ?� S.mNv NU In /A Z�M ® M N n3 O.W LO c ONO 0 2m m I M G N U M M l/ /A,� M M / O N �m 3 j Nrx •� Uwe Z pMN N ry o Y U '0 Q N N Z M M ® i n° Z Y g _ a U (o O °U W Z 0)Tn 4 ^��I`� U W Q d O 0 3 U co as m Z F- Q > g~ .>,��m W _ c 0 � m 0 > z 0 � o I— Z O D O z Cn W t' Wco Q v O ° Q O • ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 5of8 6M1eet5ol60M1eela OB-150N1:1 0 0 eF A TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES RETAINING ZONED HC WALL VACANT 1 0 ' CITY GAS — LINE ESM'T. D.B. 1061, PG. 694 TAX MAP 45 - PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALI EY EASEMENT FOR DETENTION POND/ STORM SEWER RETAINING 12-1.9a 7ji WALL -\ •-1 ,. .. 4' HIGH SPLIT ACED .. BLOCK SCR Nl1✓G - WALL . . o m 4' HIGH SPLIT -FACED BLOCK SCREENING WALL f' ' ' 2-2 _ S 2 2 . -.4 2-2Il.h l 1 4•I I=3 T+T_ I S_I / U 2-2 —1 SEEDED U —\ U U \QF U U U U U U EXIS77NG TREES AND SHRUBS U �— 'ss°�s" W U RA) I �� SISn G8117.. E 145.93' S 54'01'00" E 413.23' SAN.& STORM SEW- 15. 122 �- r 9-23 ®13 ¢G 4' HIGH SPLIT-FACED- O) _%� K� jCREENING GIS- VLGET 1i N SRE. (SpMM 1 ."M UO) 49.45' �QF �QF -g 605 00 0" E N - vw �Q N �QF VDOT DRAINAGE EASEMENT AIfJAGE fA$ENENT-, P°II>d T-1 2'II _p_B I 8F7-'c1i FC-1 U e "- SEf 4-.32 IT U U SEED U 3 U .N N U T 2-4 M —2-2 4-10—� 2-J.•..; U U_ _ U U — -5 2-5 437 U _4 U U 3 a — R 2-2T —I U r°Ji 2 U� - 1-2 II II I u 3_1 U U U II I IIIII IIII 3 R 21 U U U/ U U R SEEDED U U U EXISTING TRFE U U U U U TIT—� AND SHRUBS TO ... U NEW LANDSCAPING CONDITION NORTHX29 COMMERC ALRCEL LAND TRUST SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED PDSC SCALE: 1"= 60' SHOPPING CENTER si rE s �rS HOME CENTERS, INC. P.O. BO%III I N. WILKE6BOR0, NO ]0050 ITT REVISIONS PRE -BID SET POST BID SET ISSUE BATE DISSUEDATE DATE DESCRIPTION 03-!6.04 ADDITION 6HEE7 DATA RIO MAGISTERIAL DISTRICT ALBEMARLE` COUNTY, VIRGINIA TAX MAP 45 PARCEL 93A, PART OF 109 & 109D ZONED HC/EC THIS SITE IS SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 85-17, ZMA 87-07 VICINITY MAP SCALE.' I`" = 2000' VEHICULAR USE AREA = 467,356 SQ. FT. PLANTINGS KEY INDICATES PLANT L/57 A'0. ��wolcA lSS PLANT 5£E L/ST 6£LOIV NOICATES PLANT OUAN7ITY \ r-INDICAIES PLANT WA — 3'T xx-7 TREE KEY DESIGNATION RELOCATED TREE KEY DESIGNATION RELOCATED PLANTINGS LETTER OESIGNA7I08 TREE NAME TOTAL CM - - - - - - - - -CRAPE MYRTLE - - - - - - 1 O O TH M EXISTING SITE PLANTINGS MATE KEY BOTANICAL NAME COMMON NAME QUANTITY 51 7 PYRUS CALLERYANA BRADFORD PEAR 25 2 1/2' - 2 LAGERSTROEMIA INOICA CRAPEMYRTLE 52 2 1/2' 3 QUERCUS PALUSTRUS PIN OAK 10 2 1/2' 4 JUNIPERUS "SARGENTII" SARGENTS JUNIPER 854 1 MAWS FLORIBUNDA FLOWERING CRABAPPLE 4 2 1/2 _5 fi PINUS STROBUS WHITE PINE 16 10' HT 7 ILEX "NELLIE R. STEVENS" NELLIE R STEVENS HOLLY 18 35" 8 ILEX GLABA "COMPACTA" DWARF INKBERRY 85 30" 9 ILEX GLABA _ INKBERRY _ 23 24"-3 10 _ EUONYMUS ALATA WINGED EUONYMUS 38 24"-3 11 PRUNUS CERASIFERA PURPLELEAF PLUM 8 2 1/2 12 EUONYMUS COLORATUS EVERGREEN WINTERCREEPER 126 1 G 13 ACER RUBRUM RED MAPLE 21 3 1/ 14 ILEX CORNUTA "ROTUNDA" CHINESE HOLLY 111 24" 15 JUNIPERUS PftOCUMBENS JAPANESE GARDEN JUNIPER 297 1 G 16 FINDS NIGRA AUSTRIAN PINE 4 8' HT 17 JUNIPERUS "PARSONH" PARSON'S JUNIPER 15 1 32'33'23" W 26.50' EXISTING TREES AND SHRUBS SIGN �— EXIS771VG 7REES AND SHRUBS TAX MAP 45 - PARCEL 93C RICHARD CR MELBA ATKINSON ZONED HC VETERINARY CLINIC Q 6NVIZMM TREE RELOCATION NOTES • • 1) TREES TO BE RELOCATED SHALL BE EXCAVATED n WITH A MINIMUM ROOT BALL OF HALF THE DIAMETER OF THE ORIPLINE. m a ® 2) WRAP ROOT BALL WITH BURLAP AND STORE IN WET MULCH, COMPLETELY COVER ROOT BALL WITH MULCH, UNTIL READY TO REPLANT. _ 3) TREES SHALL BE WATERED DAILY UNTIL REPLANTED, o THEN AT LEAST ONCE A WEEK FOR 6 MONTHS. o } m LANDSCAPING NOTES I) ALL PLANTED AREAS SHALL HAVE A 3" d a LAYER OF PINE BARK MULCH OVER 10 MIL FABRIC EQUAL TO 'WEEDBLOCK' BY 'EASY GARDENER.' 2) ALL DISTURBED AREAS NOT RECEIVING s • PLANTINGS (INCLUDING RIGHT-OF-WAYS) Y SHALL BE SEEDED ACCORDING TO LOWE'S z^l SPECIFICATIONS. 4a) 3) ALL LANDSCAPED AREAS ABOVE, BETWEEN C C) "> o AND BELOW RETAINING WALLS, AND IN AND AROUND PARKING AREAS SHALL BE EQUIPPED C r W (.62 ` V WITH AN UNDERGROUND AUTOMATIC SPRINKLER SYSTEM. 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HSS-A175H-3Ix-x WL-176 to ^p(s),-'1175/U/MED dela file 'HP06328.]ES' 1 Innp(,) per luninalre, 12600 Initial lumens per Ion LIBht Loss Foctor v 0.750, + tis per lunlneire ..trench (fro. nountlnB Is I photonetrlc eenter>- 18 In kunbar locations= S, number 1un:nalras= 5 . w all locations= 1.1 .ccurr¢nces, 5 at nount:np helBht 20 ft Hubbell LlgghtInB, Inc., Chrisilanaburg, VA 24073-2500 MSVA040OH-FPx-x lanp(sh MH4O 4 Iunin.lrea per location, del. fRe 'HP08644.IES' 1 loop(,) per lunlneire 36000 InlSlnl lumens per Inm� SL-4 Light Loss Factor = fA00o +ntts pp Iuni = 461 outreach (from mo ting xis to photonetrlc center)= 36 in mounting u tiirng heigght• 25 £t kunbe locatlons= G mbar Wmin.ires= 24 + .11 locatlons- II.O n o 'FL.' FL HUBBELL NO.+ MVK-0400-H-2-6-8-L-N51 ndeln flee 'HP00738.IES' 1 I.""' per luninalre 36000 1 It"' lumens per Innp LI(ght loss Foctor = 1{.75a + "s per luninalre • 460 ❑tench (f n no. o tl ng nXiS to photonetrlc center)- 18 In unb r loc lions= 7� nber Iuninnlres= 7 kw ail locatlons= 3.2 Occurrences, 7 at mounting height 20 ft HUBBELL LIGHTING - BL-320-V-8-VA22-VH-TRI6 In ^p(s1 MVR-400/U deln file HP039421ES' l alanp(s) per luninalre, 36DOO Initlal Wrens per 'a,p LUBht Los Fgcior = I,Do, +ntis per lun nalre = 960 n bar locations= 6 number Iuninnlres= 6 kw all Iocntions= 26 Occurrences+ 6 of mounting height 20 ft GE LI htiny Syy tens - DSHT-40H-4AIG-MC3-DD H-3 In ^p(sL GE MVR400N tleta file 'GE178590]ES' 1 Innp(,) per IuNn.lra, 32000 Initi.l lumens or loop UBh< Loss Foctor OJ50, + tta per lum:natre - 460 Outreach (fran no ti ^qn Is to photometric center)- 36 In _nber locatlons 5� ber luninalre z= 5 k+ nil locatlons= 2.3 Occurrences+ 5 at mounting helBht 20 ft 'H-14' H-14 HUBBELL NO MSV-APOO6400-H-FV-8-1 1 lamp(,) per luninalre 36000 Initl.l lumens per loop Llu ht Loss Factor = b150, + tt,i per Wnlnplre 2 460 0 trench fr untln nxl t h t t ni - ( on no nB s v p one Ic ce er)- 38 In un6er locatlons= I. nber lum nairvs. 2r k+ all lacatiore= 0.9 Occurrences+ 2 at mounting height 20 ft GE Lighting SMVR400/U Hendersonville, NC, USA P14x49M++A 7X6++ 2 tuuninplres per loc.tlem, candel. fRe 'GE177478JES' 2-FL 1 lamp(,) per tunimire, 3.... Initlal lumens per Ionp UBht Lozs Factor 1.000, +acts luNnnira = 960 6P 0 tree h (From mounting n>ds to prtvnetric center)- 36 In dap plot nnBle= u tin9.2,un p helBqht= fn kuneer locans tlo= .210 6er Iuninnlres= 20 w all locatlons= GE LI htinqq Syy tens - Hendersonville, NC, USA PF4x40H... 7X6.. 1-FL la np(aC GE IVR400/U Idela file 'GE177478.IES' alanp(s) per luninolre, 36DOO Initial lumens per loop Light Le- Foctor = 1.]50� +its per Wminalre = 460 Outreach (iron nountlnB xis to photonetrlc center)- 36 b Clot nple= 60 de v to height• 37 ft k.nber locatlons= 1, number Iumlnalres= I w all locatlons= 05 GE U91,11 g Syy t¢ns - Hendersonv l(a, NC, USA DSHm40Ms GFVT+ A Inn^(,), GE MVR400/U Ideln Flle 'OE]]8608IES' l.....) per luninalre, 32000 InlHxl lumens par lamp Light loss Foctor = 0.]30, • tt. per luninolre = 460 Cutrench (from no ting °Ids to photons... center)= 36 h mou ring Melgght= 3] fi kunb r locatlons= 12 unbar WNnnlres= 12 + W locatlons= 5.5 GE Lighting Systems - Hendersonville, NC, USA (not specific to a single catalog number) B Ia ^p(sM MET 1000/U/BT37 dela file GE1789451-' per I=n I Innp(,) per luninolre, 110000 InI41al loans p Light loss Foctor = 6750a, • tts per lunlneire 1080 Outreach (from mounting xis to photonetrlc center>- 36 h noUnting he ht= 37 ft numberI hns= 24, -be, luninolre,= 24 k+ all locations= 25.9 Target Pont Set 4242 FF iAL ;s t z-0, pp sing 20ft by 20Ft AerngeFOOSANOLES M-m 46.9 Avg Mon 9999.00 CaefF Ve, 92.370 Unlfcrnd 9990DD NOTE: ALL LUMINAIRES ON THIS SHEET ARE DEPICTED IN THEIR EXISTING LOCATIONS UNLESS OTHERWISE DENOTED. NOTE: ALL NEW LUMINAIRES EQUAL TO OR EXCEEDING 3000 LUMENS SHALL BE MOUNTED HORIZONTALLY WITH NO PITCH AND BE FULL CUT-OFF. NOTE: ALL LUMINAIRES SHALL BE DARK BRONZE FINISH. )ME® . ENTERS, INC BOX IIII N. WILKESDORO. NC 28650 • DATE I I DESCRIPTION .tC LA.f2. y6 RAGE , A , • • s DO �> W Y W � U Z Q O U d a s- m U �> Uo W � 76 9 C � > 0 o N z O o 8 L o < _j ORIGINAL • ISSUE DATE: 10-06,03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 7of8 cwnPlwl lauwvi:4 • I EASEMENT FOR DETENTION POND/ STORM 5EVER R=50. / 2-FL L FL s i r HUBBELL LIGHTING INC. MSS-A175H-3Ix-x WL-179 la nPts), MH 175/U/NED .-. F— deln file 'HP06325IES' 1 Ipnp(s) Per luninnre 12600 Initlnl lunens per tangp1 Light Loss Factor - 6.75D, tis per luninnlre 20 rr GG outreach (iron nountl ^g oxis to photonetrlc center)= l8 urber lac dons= 4, nber lunino'vesv 5 II. / �/ ka nil 4 A FIXTURES loco{Ions' lla tI Occurrences 5 t nountI'D height 20 ft ,11L WITHIN THIS AREA Hublbell Llphtlne, Inc, Chans rlctlburg, VA 24073-2500 MSVA04DOH-FPx-x I�( � / .� inn Is) MH100/U 4 t Ind e^, per locntlon, tlini flee 'HP086441ES'n�- 1 la,p(s) per luninnlre, 36000 initial lunens per 1n 46D SL-4 Light Loss Factor 1000p ratts oo lunnolre - 16 outreach tiro, nountln xis to photonetrlc center)= 36 In Z, / I I '- 14 ,ounting hetght= 25 i nunber Ipcntlons= 6 nunber WrIn lres- 24 ° i kr all locations- 136 o HUBBELL NO., HVK-0400-H-2-6-8-L-M51 ' n FL ndela file 'HP0073B.IES' IT I la,p(s) per lunlnolre, 36000 Initial lunensr t no I¢ - Light Loss Factor = 0711, r tts per (-IX,= 460 VI Outreach (fro, no ling axis to photonetrlc center)- 18 In I ---- - urb r locations. 7n nber Iu,lnnlres- 7 kr ail locatlons= 3.2 F Occurrences 7 of nount:ng height 20 It HUBBELL LIGHTING - BL-320-V-8-VA22-VH-TRIG amp(5)MVR-400/U 1 Belo file HP039421ES' --'� lanpis> per Wnnaire, 36000 Initlnl lunens par Ianp Lupht Loss Factor = lD00, ratts per lu,nnre = 460 kn ber lacotians= 6, nunber tunindres= 6 + all locatlons= 28 occurrences 6 at ,punting height 20 ft GE Llghtin S tens - DSHT-40H-4AIG-MC3-DB �f4 H-3 l°rPcs) ive4aD/u II 1 dela file 'GE178598.IES' lo,p(s) per luninnlre, 32000 Initial lunens per loop Lgght Loss Factor = 0.750, x tis per luninnlre = 460 ❑ trench (fron np ntl ng axis to photonetrlc center)- 36 In I kunb r lac tions= 9 nber luninnres= 5 e all locatlons= 2.3 Occurrences- 5 at no-ting height 20 It I U1 'H-14' H-144 HUBBELL NO., MSV-A-400-H-FV-8-1 fndetn file 'HP08644.1ES' 1 LiuaonepLso)hlsospce'frtoioocnutsoi•nr a=r a0, ]306, 000r intlape"rnunen dperre I=n760ght tts OutrephotolB in 2, r To inair en2setrlc center) krrltr I.� locations= 0.9 S oawrrences, z at now,tlno height 20 ft ;� ��_ -_ _ ALL FIXTURES BE Lighten S siens - Hendersonville, NC, USA PF4.140Hs %7X6r. L+J j WITHIN THIS AREA mrp(s), G� xvR400/u (D -A = ARE NE'_l f -- 2 luninaires per 1pcation, condela file 'GE177470IES' 1 lonpls) per luninnlre, 36000 Initial lunens per inns� Ir11 Light Loss Factor ..its oar luninnlre - 460 2-FL Outreach (fron nountng axes to photonetrlc center)= 36 1nur_,: not qse 60 deg 1 - u tin9 height•'no 37 ft -`- nunber toco'Vlht-. 10, kr all W-tians= 92 ",be' luninnlres= 20 _ GE UDhtin Sy^tens - Hendersonville, NC, USA PF4M4DMxr+7X6As I - -- --I--- --- ----- ----- - Dis dNo file'GE177478.IES' t Ianp(s) per lunlnolre, 36000 Initlol lunens per loop60 I '•j i ITi ':-*--�- �� Light Loss Factor = 0.]50, • tts par luninnlre 4 Outreach (fron neunt'ng axis to photonetrlc center)= 36 In —q,N `jw{, �� I; \, - — ��=:i L�V«S1S3 L��vlT fi: t11t an 60 Peg i r ��.=;.-.• _ nount,ng heigght= 3] ft - 1' L FL 2 FL -FL nunber locntlons= 1, nunber luninnlres= 1 I -- j -- -- --- - kr oil locatlons= OS ( 9 ,b GE Llghtinpp Syystens - Hendersonville, NC, USA DSM+140H... GFVTrs _-- -. _ __ -- -- ----- --- - - -- - A IanP(s)� liE MVR400/U [nodal' "" 'GE17860BIES' - 1 lanP(s) per lunlnolre, 32000 Initial lunens Per long ry --- - -- - Light Los Factor = 0.750� r tta par luninnlre - 460 Outr ch Loss np tingg xis tp photonetrlc centeN= 36 N n u Lino heigght 37 ft ---- kI ocatlono= l2, urber luninnlres= 12 s pit locatlons= 5.5 --- - GE LlBhting Systens - Hendersonville, NC, USA (not sp°ciflc to A single catalog nunber) 1 _ Bce(s), MET Ic00/U/BT37 [,,data file GE178945.1es' l lonpls) Par lunlnolre 1100D0 611t1a1 lunens Per loop DD P _ _ _qB.- \�i�� $- ;N•: t-_` )'f� $- Light Loss foctor d.750, r its per luninnre = lU i •C' outreach (fro, nountlnp Axis to photonetrlc center)= 36 In -- -- --- u Sing hetpht= 37 ft knuno r loc dons= 24, urber Wrlralres= 24 `f, '�- r II locatlons= 25.9 NOTE: ALL LUMINAIRES ON THIS SHEET ARE DEPICTED IN THEIR EXISTING LOCATIONS UNLESS OTHERWISE DENOTED. NOTE: ALL NEW LUMINAIRES EQUAL TO OR EXCEEDING 3000 LUMENS SHALL BE MOUNTED HORIZONTALLY WITH NO PITCH AND BE FULL CUT-OFF. NOTE: ALL LUMINAIRES SHALL BE DARK BRONZE FINISH. LOWES CORPORATE CONTACT: KEVIN PARSONS (kevin.s.parsons@lowes.com) LOWES HOME IMPROVEMENT WAREHOUSE PO BOX 1111 NORTH WILKESBORO, NC HIGHWAY 268 EAST NORTH WILKESBORO, NC 28659 PHONE: 336-658-4017/336-926-7097 FAX: 336-658-3501 1 LIGHTING PLAN WITH LANDSCAPING N_ SCALE: 1" = 60' ALL FIXTURES ' l;lp + WITHIN THIS AREA L SL-4 ARE NEW (�I 8 SL-4 LL I4 f+ -10 FIL p`• II { 1 S-L8--4 � FL SL 4 if l FIL SL-4 "�_ S 29'36'00" W 49.- G0�200'U E ip , 0 = Gt Vi t 4 Ix Iv �I3 U r > ' 2 -•ALL FIXTURES WITHIN 0 jHIS A}EA ARE NEW _ � `- CI �.J rn i ilk EASL)dFN i S 32'35' )ME CENTERS, INC. DOX 1111 N,YII...DORD•NC 2e55G • REVISIONS p-210 5ET POST BID SET ISSUE DATE OISSUEDAM kTE DESCRIPTION R. q O m N o _ 0 •: N 0 U •cc11 ' q v' S _ °v Z U Z o ri Gil d O ro L. M no ? QU>� (� UV 0 u) � O > q J ca U) a D = w O O z L � 0mo ORIGINAL ISSUE DATE: 10.06-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: NpNE 8 ®f 8- NONE L •