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HomeMy WebLinkAboutSDP200300102 Plan - Approved Minor Amendment 2004-06-10LOWES CORPORATE CONTACT: KEVIN PARSONS (kevin.s.parsons®lowesxom) 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: 336-658-3601 HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 Fill 1 'I'll ArcV 0s0on S­Licios D C 211 TENTH ST' SUITE C N. WILKESBORO, NC 28659 336-903-4934 (PHONE) 336-903-1327 (FAX) Page 320—B Tenth Street 336-667-4225 (PHONE) nte.rwor-ks, PA North Wilkesboro, NC 28659 336-667-4332 (FAX) Sl TE eRo°� LOWENS v HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 A N REVISIONS Rio ROAD WEST PRE -BID SET A POST BID SET ISSUE DATE ISSUE DATE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, WRGINIA DATE DESCRIPTION TAX MAP 45 PARCEL 9JA, PART OF 109 & 109D 3/15/04 01 ADDITIONAL SHEET DATA ZONED HC/EC THIS SITE /S SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING RE -ZONINGS, 85-17, ZMA 87-07. 4/26/04 ® APPROVALS BLOCK VICINITY MAP SCALE: NTS =- 'INDEX TO DRAWINGS SDF 03-102: A MINOR AMENDMENT TO SDP 96-104 Cover — COVER SHEET 1 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 ---, -� f /UE OFFICIAL KeA I_4,C-.Stte C94x'� o;�Sloy DEPAR TMEN T o f ZONING DEPARTMENT b f HEALTH �&Cvujt,, 0(0 /0-7 /-W C-) DEPARTMENT of ENGINEERING THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED • 4 1 �! Dx W. t =vo- n °.. m >.} N CL 0 mNZoC-4 U) V7 •— V� N I 0 M I0 ,O 3 .D � CO in 1 M Q� C9MM in M Lr) 0-% tom ■ .�. N X U) N �. Z ) 04 r/ N N O et ,- C = m h~VYO�iO�i C*4 3 M M d N N Z M M 1 1s ou • CNI CU A Z e Y Z X m a 1 m 1 w Y m (D O —• 0 r WUj u U (U U U rn 0 Z .. M L6 m F U ALEe EMARLE COUNTY SER VICE A U THORI T Y DEPA TMEN T of PLANNING and COMMUNI T Y DE VEL OPMEN T As '-",e.Q 7/9/ov VIRGINIA DEPARTMENT of HIGH WA KS an d TRANSPOR TA TION C Z � o W Z O�-0O�0 UQ -006 O , U) C 4-j .O O L QJUCL in CD CD z F- s • ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: COVer 6 SDP 03-102 NONE NONE NONE cover with 8 Sheets 04-2611:1 NONE • •y_�L . PARKING DATA PARKING PROVIDED BY BUILDING AREA: MAIN BUILDING: 131,575 S.F. 131,575 s.f. X 80% = 105,260 s.f. 1 spa ce/100 s.f. for first 5,000 s.f. = 50 SPACES 1 space/200 s.f. for above 5,000 s.f. 100,260 s.f. O 1/200 = 501 SPACES GREEN HOUSE - 6,846 s.f. 1 space/100 s.f. for first 1,000 s.f. = 10 SPACES 1 space/200 s.f. for above 1,000 &C 5,846 s.f. O 1/200 7 = 29 SPACES GARDEN CENTER - 27,831 s.f. 1 space/5000 s.f. = 10 SPACE APPLIANCE WAREHOUSE - 5,139 s.f. No additional employees/no public access. = 0 SPACES 1 space/500 sq ft open to the public minimum 2 customer parking spaces = 2 SPACES OUTDOOR STORAGE AND DISPLAY 1,995 S.F. 1,995 s.f. X 80% = 1,596 s.f. LUMBER AREA- 1725 s.f. MAIN ENTRANCE- 270 s.f. 1,995 s.f. O 1/200 = 8 SPACES TOTAL REQUIRED PARKING = 610 SPACES ADDITIONAL PARKING DATA: STANDARD SPACE = 693 CONTRACTOR SPACE = 38 HANDICAP SPACE (STD.) = 14 HANDICAP SPACE (VAN) = 2 PARKING PROVIDED: = 747 SPACES N J U 0 �o Qom z I �oQ LJ ,n F z UQ Q ON > CL Q� 12 Cn x Q I o n* 0 I TAX MAP 45 -' PARCEL 109 A -----1------------- - - I D ASSOCIATES LIMITED PARTNERSHIP „ l - -i ' S 54'01'00" E ZONED HC 74� 413.23' I I BOWLING ALLEY E 64i,.03,,,r 1� I �h o Iq 3 00 N EASEMENT FOR DETENTION POND/ STORM SEWER 229' 24" CONCRETE CURB & GUTTER SEE DETAIL SHEET SP-6 / / / 1 R=1 00' / -RETAINING WALL 1 PAINTED SOLID I / (EXISTING) _� YELLOW LINE / 4' HIGH SCREENING R468' WALL / (EXISTING) RHO, R�0' i0 64' Do °�° PAINTED YELLOW LINES ® 45- I V) ® 4' O. C. END OF SCREENING 1 --- 01 WALL 5' - - - ---- �� ACCESS E SA EMENT „ .. S 29.38'00" 49.45' W _ 11 --- � 379.73 ' Q \ „ - - --=96'40'04' " 94 _ _ �� S 5.00 R=50.64' L=88.10' ` I �' '� 34 --- f , - I _ _ " _ - - - 10� RETAINING WALLS EXISTING CONDITION N 28' 77' \� R= 70' _ _� 177 0726" - 78 _ --.- 0 = 68-20'13" R = 110.97" 1 T = 75.32' 3 1 N 5803 "" L = 132. 35' o LO ~ a 7RA SR COMPACTOR PAINTED YELLOW LINES ® 45" PAINTED SOLID YELLOW LINE F0 = N O M Co.Q 64-48'1.3; S N 2 r- 40" M� E ®4' O.C. zzz R�2, R�5' R = T = 150.00' N 95.20' 1 !_ = 769.66' 1 PAINTED YELLOW . LINES ®45^ \QF HEA VY DUTY ASPHAL T TRUCK WELL ® 2' O. C. PAVING (SHOWN SHADED) o BA L �GA DING R-78 "TRUCK EXIT" SIGN - ---- 94 - MOUNTED TO WALL -3 METAL L J=,.- GUARD POST . HEA VY DUTY ASPHAL T t 0: PA WNG (SHOWN SHADED) PAINTED SOLID PAINTED YELLOW A �' YELLOW LINE LINES ® 45- \ . C. 4' HIGH SCREENING ® 4' 0. 123' 18" 36' -55' EXSTING CONDITION - -- 1 O �i TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES °o IZONED HC 1 I VACANT 1 FOR EXACT BUILDING DIMENSIONS W FIELD VERIFY PAINTED YELLOW END OF RETAINING \ "LOADING ZONE" WALL ®100' 0. C. PAINTED YELLOW NOTE. I LINES ® 45^ OUTDOOR DISPLAY AREAS ® 4' O. C. PER ';SPECIAL USE PERMIT" Q N i PAINTED SOLID SP 96-29 I YELLOW LINE ` R I 1 35--- - Lq I 1 N MAN N Q) I HEA VY DUTY ASPHAL T PA VING (SHOWN SHADED) PAINTED DASHED WHITE LINE ---36'- 25� 36 -25` �6.- Z5' -- 36t \-, - 30 -34 - 75'- I 35 6 ` 25' - I STANDARD ASPHAL T PA VING 1 U ° _° I I o�S - W _ W _ _- (EXISTING CONDITION) Q U U U U I _ U __ U - -- Q --- - Q -- W o Q U =� zQ Qz� zQ Qa� Q> 00 QV Q - - Izz Ag Qz---- I - - . - END OF SCREENING WALL Po 1 GO v7 / 1 VDOT DRAINAGE 1 EASEMENT L-- 1 _ CONCRETE CURB EXISI TNG PERIMETER \ -70 &GUTTER CURB & GUTTER _ - 35 ' R 25 ' R=10' V 18' Q - R=7 0' 1j d:' 3 p S SPACES SPgCES U O Q - 9 AKAhNSPgC�-S -- � o G sPACEs _ d" ` \ -- N--�- -- W -- _J S &/0 1PR-50 1 AGUTTERE CURB &24" CONCRETR­10 PRAKRNK/i GACEs V(EX/STING CONDITION) -- ti U \ j- 54 '22 22 " `r 2 - Z --- - V ' --- �< - ^ U R U --i- U Q N U �` 12 �Z- PAPARKiNGSPAc I RK/NG ES ' BUILDING SETBACK R= 0' 0. - Q Q ILA JOSPACES ---�W _ QN 15' SANITgR a � J Y SE&VER ESMT.- R ----_ -=, \ 1� ASP A 1'SU E C C) 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 33 P4L?K/N R � 0 SPAC R R� C U P PACES '�►�'" _ - /NTED AYf//TE ' ' I I ' G ES R R 25 ' 12 A'`�K/NG SPAQ TOP BAR I ' I R=10' R40 - R �0' ' ' I o - R 40' ' •• _ ---- RKiNc EXISTING ■410 5,59» Iy ` - -. _ _ _ ' I 1 ' I /�T,D S'�A EXIS77NG _ STOP SIGN W/ ENTRANCE 80p ` �.,, - - - _ - „No I- - gqA?/�rE I I CONCRETE CURB _ 15 - - _ I - STO,q„ �Slp� I / & GUTIER STOP BAR lTE ®i _ - ao�,�_ - PAINTED D YELLOW LINE (TYP.) WOOD PA IN TED STOP BAR ITE (75Raw DRI VE; RE INTO EXISTI _ � ROUTE CONCRETE CURB R=91577' L=282.99' #1 417 R sroP sicN w/ .- - - - EXISTING INTED WHITE - ENTRANCE - _ EXIS77NG ENTRANCE EXISTING EXISTING CONDITIONS SITE PLAN TRAFF7C57GNAL ----_ SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 TAX MAP 46 - PARCEL 93A SCALE: 1 "= 60' NORTH 29 COMMERCIAL LAND TRUST Sl TE 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. M/ / N / T �K MA P SCALE.' I " = 2000' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1) PRIOR TO ANY CONSTRUCTION WITHIN ANY 4) ALL SLOPES AND DISTURBED AREAS ARE TO BE EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM CONNECTION TO ANY EXISTING ROAD, A ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). PERMIT SHALL BE OBTAINED FROM THE WHERE REASONABLY OBTAINABLE, LESSER SLOPES VIRGINIA DEPARTMENT OF TRANSPORTATION OF 4:1 OR BETTER ARE TO BE ACHIEVED. (VDOT). THIS PLAN AS DRAWN MAY NOT 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. OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE 2) ALL PAVING, DRAINAGE RELATED MATERIALS 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 UNIFORM TRAFFIC CONTROL DEVICES. 3) EROSION AND SILTATION CONTROL MEASURE SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 7) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE EROSION CONTROL PLAN AND SHALL BE INSTALLED SHALL BE REINFORCED CONCRETE PIPE - CLASS III PRIOR TO ANY CLEARING, ' CRADING OR OTHER CONSTRUCTION. 8) 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'-0" OTHERWISE NOTED. CONCRETE PAVED AREAS O.C. UNLESS OTHERWISE NOTED. TO BE PAINTED YELLOW UNLESS OTHERWISE NOTED. PAINT SHALL RE SHERWIN WILLIAMS 6) FOR SITE UTILITIES, SEE SITE UTILITIES PLAN "PROMAR TRAFFIC MARK :'1G". 2) CONTRACTOR SHALL COk F'i''I iINATE AND COMPLY 7) ANY CUTTING OF PAVEMENT IN THE EXISTING WITH ALL UTILITY COMPANIES INVOLVED IN PARKING LOT SHALL BE REPLACED PER PROJECT AND PAY ALL REQUIRED FEES AND STANDARD PAVING DETAIL COSTS. 3) ALL DIMENSIONS ARE 10 FACE OF CURB UNLESS OTHERWISE NOTED. 4) ALL RADII SHALL BE 4' UNLESS OTHERWISE NOTED. S 32'33"23" W 26.50' EXISANG PAVED AREAS THAT REMAIN WILL BE RESUFdFACEO WITH A 1 1 " 0 VIERLA Y AND BE 1 RESTRIPED AS SHOWN. 3 N N M V) EXISTING CURB & GUT7iER TO REMAIN 1 t EXISI TNG PER/METER CURB & GUTTER TO REMAIN 3 to 0 Mto d`- N N 1 EXISTING ROAD SIGN TO REMAIN SEE SHT 5 ' SP-6 FOR IMPROVEMENTS 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: 14% 131,575 S.F. GREENHOUSE: .7% 6,846 S.F. OPEN GARDEN CENTER: 2.3% 26,239 S.F. EXISTING BUILDING TOTAL: 17% 164,660 S.F. ADDITIONS AND ALTERATIONS AREA: LUMBER CANOPY .5% 4,292 S.F. CART RETURN 00% 247 S.F. GARDEN CENTER EXPANSION 02% 21,575 S.F. APPLIANCE STORAGE .5% 5,139 S.F. ADDITIONS/ALTERATIONS TOTAL: 03% 31,253 S.F. TOTAL: 20% 197,185 S.F. BUILDING TOTAL: 20% 197,185 S.F. PAVEMENT: 46% 440,351 S.F. TOTAL IMPERVIOUS AREA: 66% 637,532 S.F. OPEN: 34% 326,451 S.F. TOTAL AREA: 22.13 ACRES 100% 963,983 S.F. MAX. STRUCTURE HEIGHT: BUILDING PARAPET28'-8" HIGHEST GABLE (PEAK) 46'-0" NO INCREASE IN STRUCTURE HEIGHT MAX No. OF EMPLOYEES: LUU NO INCREASE IN EMPLOYEE COUNT SITE 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. (DB 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. a W ErS HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE " ISSUE DATE DATE DESCRIPTION 03-15-04 <�> ADDITIONAL SHEET DATA 03-15-04 4O SITE REFERENCE DATA 03-15-04 O SITE DATA 03-15-04 O6 PARKING DATA TABLE 04-27-0 O7 ZONING -PARKING AUDIT 05-24-04 09 DISPLAY -ELIMINATED 05-25-04 ® SP-96 DISPLAY REVISED 05-25-04 © PARKING ADDED BACK 05-25-041 AlPARKING DATA -REVISED THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC, COPYRIGHT 2003 ALL RIGHTS RESERVED p,`T H 0 / Li " EITH HU8BARD v No. 012121 q D1/Q d FIITEG N�o00X L j 0 4- U)>rm)N Q. C1 �Uv� !D r � 7 v/ V) p"N I LMU) 0 03 .0 ;00 ■ ® 2 M C 00 w 2 0 m M a N U M in � M 4J U) ■® 3 N 0x ti m Z ■o d m �n ` 0-M ) >I/J NM 0-4"� + H I I �3to(n LtMM QNVIZMM • o t�D OD ® N tU If a Y z mo 6 a z c1.1.1 m G�• � 0 d' L' > Y U z O V)Lu W 1 U) U z 0 co n z d (� W J %4- o W (� N a ~ O Q� p z O (/� +-, L 1- z Uj dJU� a • o ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: i Of ay TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSO 1 cnD n-- 1 nr) 51 • I I I I II PARKING DATA PARKING PROVIDED BY BUILDING AREA: MAIN BUILDING: 131,575 S.F. 131,575 s.f. X 80% = 105,260 s.f. 1 spa ce/100 s.f. for first 5,000 s.f. = 50 SPACES 1 space/200 s.f. for above 5,000 s.f. 100,260 s.f. O 1/200 = 501 SPACES GREEN HOUSE - 6,846 s.f. 1 space/100 s.f. for first 1,000 s.f. = 10 SPACES 1 space/200 s.f. for above 1,000 s.f. 5,846 s.f. O 1/200 ? = 29 SPACES GARDEN CENTER - 27,831 s.f. 1 space/5000 s.f. = 10 SPACE APPLIANCE WAREHOUSE - 5,139 s.f. No additional employees/no public access. = 0 SPACES 1 space/500 sq ft open to the public minimum 2 customer parking spaces = 2 SPACES OUTDOOR STORAGE AND DISPLAY 1,995 S.F. 1,995 s.f. X 80% = 1,596 s.f. LUMBER AREA- 1725 s.f. MAIN ENTRANCE- 270 s.f. 1,995 s.f. O 1/200 = 8 SPACES TOTAL REQUIRED PARKING = 610 SPACES ADDITIONAL PARKING DATA: STANDARD SPACE = 693 CONTRACTOR SPACE = 38 HANDICAP SPACE (STD.) = 14 HANDICAP SPACE (VAN) = 2 PARKING PROVIDED: = 747 SPACES J U 0 ryo O QCO D_�nz I Ir o LO �- z Q �Qo> D- a� �V) x a O O I I I I S/ TE I P C BR TAX MAP 45 - PARCEL 109 1 -__------- �R�E RIO ASSOCIATES LIMITED PARTNERSHIP J- - - - - - � i S 54'01'00 E I z ZONED HC 1 0 413.23' I BOWLING ALLEY 4 5 i S 64�3.• ��• 229,40 \ 1 o I ��� �O _-- o _ RlO ROAD WEST R/O MAGISTERIAL DISTRICT S ALBEMARLE COUNTY, VIRGINIA N TAX MAP 45 EASEMENT FOR PARCEL 93A, PART OF 109 & 109D DETENTION POND/ - - SEMENi S 29'38'00" W ZONED HC EC STORM SEWER - �� ACCESS EA W - 49.45' THIS SITE IS SUBJECT TO ROF -ERS. INCLUDED �►'� N 60*56015 ,• ""'- "_ F QF IN THE FOLLOWING REZONINGS, ZMA 85-17,, ZMA 87- 07. - �\ I r .• 79.73 \Q \ ,p0„ E /- , r / L1=96'40 04' ♦ °" 94' - �S 605 00 Cl C l Nl C C M A C R=50.64' ■' '' 34 --- _ - - RETAINING WALLS SCALE:� " = 2000' L=88.10 _ EXISTING CONDITION ^58'08» T = 75.32' 3 1 W L = 132.35' Al2 / 1 / TED YELLOW FPAINTED SOLID / oo M / 24 CONCRETE CURB &GUTTER COMPACTOR LINES ® 45� YELLOW LINE Q s SEE DETAIL SHEET SP-6 40' 6' 47' R-12' = 64 ^48'/ c`nv F- r R=70 R-o5' R= 150.UU N U_ N M \1 T = 9520' 1 3 / / 1 R=1'00' HEAVY DUTY ASPHALT L = 169. 66' Ln PA WNG (SHOWN SHADED) I / PAINTED YELLOW / --RETAINING WALL -=_ PAINTED SOLID TRUCK WELL L/NES C. \Q� (EXIS77NG) YELLOW LINE (4 4A YS) DING 3 ®2' 0. C. 4' HIGH SCREENING R_468' 3 I _ 94' - 1 "TRUCK EXIT" SIGN WALL O o o MOUNTED TO WALL I / (EXISTING) / T 5' \Q / o HEA VY DUTY ASPHALT 1 64 ' r PA VING (SHOWN SHADED) ao 00 a PAINTED YELLOW ` \ PAINTED SOLID LINES ® 45A YELLOW LINE cn 1 ® 4' 0. C. 435' INTED YELLOW 121 ' 82, _ 5� 4' HIGH SCREENING I LINES . C. EXSTING COND177ON � END OF SCREENING 1 ®4' O. C. 1 01 WALL .� 1 \Q WI 1 1 M QI �I w, CO I I I I I I I I I I I I I I I I I I I I 1 I I I I TOPOGRAPHICAL & BOUNDARY INFORMATION PROVIDED BY: HURT & PROFITT, INC. 2524 LANGHORNE ROAD LYNCHBURG, VIRGINIA 24501 PHONE004) 847-7796 FAX: (804) 847-0047 DATE: AUGUST 10, 1935 II. TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES ZONED HC 1 FOR EXACT BUILDING DIMENSIONS cv VACANT 1 FIELD VERIFY 1 - 64' . _ PAINTED YELLOW END OF RETAINING I �� 'LOADING ZONE" WALL S ® 100' O.C. PAINTED YELLOW NOTE: LINES 9 45- OUTDOOR DISPLAY AREAS • ®4 O. C. PER ':SPECIAL USE PERMIT". PAINTED SOLID SP 96-29 � YELLOW LINE "-`- -_ .35 - G does - �■� i i Y v o EN7RY EN7RY x -4 0' N \ _ . • ■ . - . YEA VY DUTY ASPHAL T PA WNG (SHOWN SHADED) w PAINTED DASHED WHITE LINE -36'� _25 - --75, 6 �5' 36 30 -34:`- 18 35'`N 36- -25' - 37 25' \ STOP f) o o ° o 0 0 -- �� 0__,1°III°II°3o °6 _ STANDARD ASPHAL T PA VING - _ CWi In � �°Iloa (EXISTING CONDI RON) Q v U v v v U_ Q- �- Q, t� - O� W W W u■ mmuu W - W W- W O Mtn;K WNW CO SR Aii N 1`1\ CQ CQ 00 Q, E�D ZA-- - I END OF SCREENING WALL EXISTING CONCRETE CURB & GUTTER rn 0'1! / N dr N / 1 VDOT DRAINAGE 1 EASEMENT L-- 1 EXISI TNG PER/METER CURB & GUTTER 1j cQ' 3 S SPA PARK/Nc SPACES 10 & ¢ PARK/NG SP 6 & 9 PARK/N ACE'S I I G SPACES 24" CONCRETE CURB &GUTTER N U U P) S j = O O R�0' \� 5 4 Or 0 PARK/rVG SP '' (EXISTING CONDITION) s- W Lu � AC � I Q Q Q- c� - L -mil & 11 ES Q W (0 �- W ° PARK/Nc � � Z U - U � � � o V) � � � - � � � _2 Q5 o SPACES INK CIDOLO --- Zt W �I G ■ Zt `- 522 �22 - Z z Q Q v � z �, _ z 4 T c� Q N °� c' �` z - & 12 PARK/Nc I oQ Z- 30' BUILDING 5E78ACK Z Z- Q R 10'� 3 13 SPACES - Q 2 o, �c tn- PARK/NG Q �Y o SPACES _ _AN _ �- - -- --- k 15 I T R� - --- R� - _ � W � _ � Z Qom.. N � N W S ARY --- - J m R� ESMT.- - fz ____ =' , 0' �_- -10' _ q Q i 1 A - R 7 Z /'91 R4soz�� R 10 R=10' O NG SP _ dQj -`'� �TOP•�Yf-//TE STOP '' I '' � R=70 . �R�O' � R=10' R 2 � � 5 - - ''' =41 56'59" w EXlS77NG STOP SIGN W/ ENTRANCE 800 a '�•� - - - _ A,No'�►_ PAINTED WHITE 15 '� ® � 1 ois - - - _ SJlO,q • T�'P,1 I ,,, g0 STOP BAR ZBois r► _ _ - - ' --�- PAINTED D --- - YELLOW LINE (TYP.) W40D STOP BAR / TE - _ (75' DR/ VE: 17E INTO EX/STl - - RCONCRETE CURB RODTE , #1417 R STOP SIGN W/ EXISTING INTED WHITE ENTRANCE - - EXIS77NG EXIS77NG - -' _ ENTRANCE PROPOSED CONDITIONS SITE PLAN TRAFF/CSIGNAL SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 - - TAX MAP 46 - PARCEL 93A SCALE: 1 "= 60' NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC SHOPPING CENTER F=1 ' IY25' R-40 - Q R=10' Q ti PC SZt o 12 PARK/Nc SS Ac • EXIS77NG CONCRETE CURB & GUTTER R=915.77' L=28 TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC 0 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY 4) ALL SLOPES AND DISTURBED AREAS ARE TO BE EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM CONNECTION TO ANY EXISTING ROAD, A ALLOWABLE SLOPE IS 2:1 (HORIZONTAUVERTICAL). PERMIT SHALL BE OBTAINED FROM THE WHERE REASONABLY OBTAINABLE, LESSER SLOPES VIRGINIA DEPARTMENT OF TRANSPORTATION OF 4:1 OR BETTER ARE TO BE ACHIEVED. (VDOT). THIS PLAN AS DRAWN MAY NOT 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. OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE 2) ALL PAVING, DRAINAGE RELATED, MATERIALS 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 UNIFORM TRAFFIC CONTROL DEVICES. 3) EROSION AND SILTATION CONTROL MEASURE SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 7) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE EROSION CONTROL PLAN AND SHALL BE INSTALLED SHALL BE REINFORCED CONCRETE PIPE - CLASS III PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 8) 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'-0" OTHERWISE NOTED. CONCRETE PAVED AREAS O.C. UNLESS OTHERWISE NOTED. TO BE PAINTED YELLOW UNLESS OTHERWISE 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 PARKING LOT 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. S 32-33'23" W 26,50' EXISTING PAVED AREAS THAT .REMA/N WILL BE 1 RESURFACED WITH A 1' OVERLAY AND BE 1 RESTRJPED AS SHOWN. NN N N1� V1 to EX/SRNG CURB; & GUTI;ER TO REMA/N 1 1 EXIS17NG PERIMETER CURB & GUT7ER TO REMAIN EXISTING ROAD SIGN TO REMAIN SEE SHT SP-6 FOR IMPROVEMENTS of O SITE DATA MIN. ALLOWABLE SETBACKS: FRONT BLDG. 30' PARKING 10' SIDE &REAR N/A La w E MS HOME CENTERS, INC. .0. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS OPRE -BID SET POST BID SET I ISSUE DATE � ISSUE DATE DATE DESCRIPTION 03-15-04 OI ADDITIONAL SHEET DATA 03-15-04 O3 ENGINEERING -SAFETY ZGNE 03-15-04 4O SITE REFERENCE DATA 03-15-04 O5 SITE DATA 03-15-04 <�> PAWW. DATA TABLE 04-21-04 O ZONMG-PARKING AUDIT 05-24-04 Q9 DISPLAY -ELIMINATED 05-25-04 ® 6P-96 DISPLAY REVISED 05-25-04 II PARKING ADDED 15ACK 05-25-04 ® PAI�CMCs DATA -REVISED THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED • P`T H � L� O � " H. EITH �HUBBARD D No. 012121 qR HITE�� 5 v>04 ��0X WaMr' O� >. } N �. O mNZoCl Uv� rn N� NM o -0 3 LMu') 00 .on ,t7 ■® 00M Q Lr) tf) M M M �J Cf) � LO � O �- 00 = ■�■ 3 N= X U t0- 4- V / ■ �, o m m Cr n i�M > 0 4_N oIt � L)3rnrn � V ti tii to QNV)ZMM to � e m LO qw it fD PROPOSED USE: RETAIL - COMMERCIAL � N CU I LAND USE: EXISTING BUILDING AREA: z e MAIN BUILDING: 14% 131,575 S.F. m GREENHOUSE: .7% 6,846 S.F. • Y OPEN GARDEN CENTER: 2.3% 26,239 S.F. EXISTING BUILDING TOTAL: 17% 164,660 S.F. Z ADDITIONS AND ALTERATIONS AREA: LUMBER CANOPY .5% 4,292 S.F. 90 a$ CART RETURN 00% 247 S.F. o GARDEN CENTER EXPANSION 02% 21,575 S.F. APPLIANCE STORAGE .5% 5,139 S.F. a ADDITIONS/ALTERATIONS TOTAL: 03% 31,253 S.F. TOTAL: 20% 197,185 S.F. • • BUILDING TOTAL: 20% 197,185 S.F. _ PAVEMENT: 46% 440,351 S.F. Z ^` _ LIJ TOTAL IMPERVIOUS AREA: 66% 637,532 S.F. m OPEN: 34% 326,451 S.F. 2 0 0 L •> Y TOTAL AREA: 22.13 ACRES 100% 963,983 S.F. Z P (n w MAX. STRUCTURE HEIGHT: C: -� U BUILDING PARAPET 28'-8" O O HIGHEST GABLE (PEAK) 46'-0" NO INCREASE IN STRUCTURE HEIGHT Z 0 L m Q M Z MAX No. OF EMPLOYEES: 200 J NO INCREASE IN EMPLOYEE COUNT a- Z < U W d -0 4-- O co Q SITE 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. (DB 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. O U) q �-- 0 J 4-1 o r-r^� vl _O L z° H - O �� O .� 0 ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 2 f8 base <1> S D P 0 3 -1 0 2 site NONEoverlay Sheet 2 of 8 Sheets 05 24-04/1:1 NONE • e 1:7 \QF TAX MAP 45 - PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALLEY \,' 11111c;1h n EASEMENT FOR DETENTION POND/ STORM SEWER S 54'01'00" E 413.23' 4 5 22g,40' _ '0) _ mot- o 00 N ACCESS EASEMENT N 60'56'15" W �-� 379._73_- ZS=96'40'04' R=50.64' L=88.10' u. FIRE DEPARTMENT (SIAMESE) CONNECT/ON, BACKFL OW PREVENTION DEVICES " FOR FIRE LINE ARE L OCA TED INSIDE �w C SPRINKLER ROOM 6" SANI TAR Y SEWER GENERA TOR 8" FIRE HYDRANT \\ GATE VALVE ?) METAL GUARD 6" WA TER MAIN TRANSFORMER PAD 2" DOMES SERVICE 6" GA TE VAL VE E E E 8" X 6" m REDUCER `\ M N � S 29'38'00" W 49.45' \0 `el 1 „ �S 605 00'0 E 3;1 m • Lawwrs HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET A POST BID SET ISSUE DATE L1 ISSUE DATE DATE I DESCRIPTION 03-I5-04 OI ADDITIONAL SHEET DATA O5-24-04 Q9 DISPLAY -ELIMINATED 05-25-04 II PAW NG ADDED BACK • �Y THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED p,`T H F L� O Z " H. EITH UBBARD D No. 012121 6 �/110 ¢ r� LINE \--8 ' X 8" TEE ' GATE VALE e ) m N o mp oxx CLEANOUT 1-1/2" DOMESTIC SERVICE \ Q �`� `t o vd- IN EL. 0 TO VAULT ^ s" 506.65 t) T � N Q- ov� ..o o ~ 1-112' DOMESTIC WATER METER = fN Z p N W FINISHED FLOOR CLEANOUT q> IN PRECAST CONCRETE VA T + c - M ~ ELEVA TION = 512.50 PER ALBERMARLE COUNTY SERNCE 4- o M � AUTHORITY SPECIRCAAONS ® 0 3 0 1 In 0 r TAX MAP 45 - PARCEL 109CCO to UNIVERSITY OF VIRGINIA EMPLOYEES �" In P. V.C. FROM 9 rn m RENCH DRAINS 3 M ZONED HC �EE BUILDING SEE SITE UTILITY < � ` WIn M VACANT LANS NOTE 5 M rn � / w o GAS MAIN TIE-IN Z T T `v [ l) C) p O N �/ a��I- moo¢z in R, z Q I� 320 - 6" P/?LU4TE Z VDOT h m Q Q SA Ni TAR SE EK N ; o Do _ •-. n STUB & PLUGGED UNDER p 1. 09 W/CL NUTS �DRAINAGE ■ ® 3 N L x z SLAB INV. EL. 5>0. DO p 7 ' 0. C. - c�— ABODE GRGY/ND 2" RPZ (REDUCED PRESSURE EASEMENT (n N } V n x W 4" P. V. C. I .- 0 ZONE) ASS£MBL Y r .2 cD Z < m 50' 3 P. 2" P. VC- IRRIGA AON WRIER METER (SIZED � N L_ rn M "W 1Jlj`iJt( BY AL2?SkARLE COUNTY SERNC£ rn 0 q 90 ^ I AUTHORITY) IN PRECAST CONCRETE -- O VAULT PER ALBERMARLE COUNTY �✓ 2 BEND m v Y o 0 ° SERNCE AUTHORITY SPECIRCAAONS (a ~ m - cy) CIO to w SS GAS MAIN j H'M TIE-IN QNNZMM FIRE HYDRANT ° VALVES K,M w/6„ GATE ° ° • • GAS LINE ALONG -VAL VE I STOPPROPERTY L/NE -°° I I° I I�.�^S 32"33'23" III CLEANOUT 260 4TA Y E ��`iBEND p�INV. EL. 5 8.50 0.949 W/O IS _ gyp/ W 8" X 6., 75' O.C. - - Q 22.5^ cV 3 REDUCER I CAPPED WA TER LINE ' BEND O o � Sri 8" WA TER -- MH. Nc-2- -- L z MA-'Zz — IN - --RIM EL -= 10. O N J INV. EL-(l N 5d 0 — $ " WA TER MAIN INV. EL. (l N . 5 3 ER TA PING VAL VE PING SLEEVE & 8 INV. EL_( T) 03. Z 45 N to Aii - 370' " PR V TE SgN/TARY V) SEWER 0.759�W/CL.IEANOI T 0 75' 0. C. LL_- E, IS�IN,G ATE L/N�r L p (lF NECE SA'RY) TO �M�}Il, TA OF 3 -6 C 1 ER ' GAS MAIN TIE-IN 75' O ' SANITgRY S � _ -'__ 1 EWER U Tl�-lN A r1M F fS,14T FIRE HYDRANT - INV. �L. 5p0�48 8 GM � V�RIF'Y E.�IS�IN l�lV � N COVER AT L. 50�4. 0 -- � o M N 22.5 C BEND cn 2o' woe 800.15 GM ' I ' I ' W14 rrE�q, /o , EAfENr Mf EASEMENT � Gy/ 8" WATER MAIN W/ OD13 8" X 8" TAPPING SLEEVE GM O (75' R/W) RI VE: Rou cy d° s & 8" TAPPING VALVE TE cM TAX MAP 46 - PARCEL 93A P 45 MA - PARCEL 93C EXISTING SITE UTILITIES PLAN NORTH 29 COMMERCIAL LAND TRUST TAX TAX MA OR MELBA ATKINS ON SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED P ZONED HC SHOPPING CENTER TER VETERINARY CLINIC o Y z THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED p,`T H F L� O Z " H. EITH UBBARD D No. 012121 6 �/110 ¢ r� LINE \--8 ' X 8" TEE ' GATE VALE e ) m N o mp oxx CLEANOUT 1-1/2" DOMESTIC SERVICE \ Q �`� `t o vd- IN EL. 0 TO VAULT ^ s" 506.65 t) T � N Q- ov� ..o o ~ 1-112' DOMESTIC WATER METER = fN Z p N W FINISHED FLOOR CLEANOUT q> IN PRECAST CONCRETE VA T + c - M ~ ELEVA TION = 512.50 PER ALBERMARLE COUNTY SERNCE 4- o M � AUTHORITY SPECIRCAAONS ® 0 3 0 1 In 0 r TAX MAP 45 - PARCEL 109CCO to UNIVERSITY OF VIRGINIA EMPLOYEES �" In P. V.C. FROM 9 rn m RENCH DRAINS 3 M ZONED HC �EE BUILDING SEE SITE UTILITY < � ` WIn M VACANT LANS NOTE 5 M rn � / w o GAS MAIN TIE-IN Z T T `v [ l) C) p O N �/ a��I- moo¢z in R, z Q I� 320 - 6" P/?LU4TE Z VDOT h m Q Q SA Ni TAR SE EK N ; o Do _ •-. n STUB & PLUGGED UNDER p 1. 09 W/CL NUTS �DRAINAGE ■ ® 3 N L x z SLAB INV. EL. 5>0. DO p 7 ' 0. C. - c�— ABODE GRGY/ND 2" RPZ (REDUCED PRESSURE EASEMENT (n N } V n x W 4" P. V. C. I .- 0 ZONE) ASS£MBL Y r .2 cD Z < m 50' 3 P. 2" P. VC- IRRIGA AON WRIER METER (SIZED � N L_ rn M "W 1Jlj`iJt( BY AL2?SkARLE COUNTY SERNC£ rn 0 q 90 ^ I AUTHORITY) IN PRECAST CONCRETE -- O VAULT PER ALBERMARLE COUNTY �✓ 2 BEND m v Y o 0 ° SERNCE AUTHORITY SPECIRCAAONS (a ~ m - cy) CIO to w SS GAS MAIN j H'M TIE-IN QNNZMM FIRE HYDRANT ° VALVES K,M w/6„ GATE ° ° • • GAS LINE ALONG -VAL VE I STOPPROPERTY L/NE -°° I I° I I�.�^S 32"33'23" III CLEANOUT 260 4TA Y E ��`iBEND p�INV. EL. 5 8.50 0.949 W/O IS _ gyp/ W 8" X 6., 75' O.C. - - Q 22.5^ cV 3 REDUCER I CAPPED WA TER LINE ' BEND O o � Sri 8" WA TER -- MH. Nc-2- -- L z MA-'Zz — IN - --RIM EL -= 10. O N J INV. EL-(l N 5d 0 — $ " WA TER MAIN INV. EL. (l N . 5 3 ER TA PING VAL VE PING SLEEVE & 8 INV. EL_( T) 03. Z 45 N to Aii - 370' " PR V TE SgN/TARY V) SEWER 0.759�W/CL.IEANOI T 0 75' 0. C. LL_- E, IS�IN,G ATE L/N�r L p (lF NECE SA'RY) TO �M�}Il, TA OF 3 -6 C 1 ER ' GAS MAIN TIE-IN 75' O ' SANITgRY S � _ -'__ 1 EWER U Tl�-lN A r1M F fS,14T FIRE HYDRANT - INV. �L. 5p0�48 8 GM � V�RIF'Y E.�IS�IN l�lV � N COVER AT L. 50�4. 0 -- � o M N 22.5 C BEND cn 2o' woe 800.15 GM ' I ' I ' W14 rrE�q, /o , EAfENr Mf EASEMENT � Gy/ 8" WATER MAIN W/ OD13 8" X 8" TAPPING SLEEVE GM O (75' R/W) RI VE: Rou cy d° s & 8" TAPPING VALVE TE cM TAX MAP 46 - PARCEL 93A P 45 MA - PARCEL 93C EXISTING SITE UTILITIES PLAN NORTH 29 COMMERCIAL LAND TRUST TAX TAX MA OR MELBA ATKINS ON SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED P ZONED HC SHOPPING CENTER TER VETERINARY CLINIC o Y z C3 x x 0 d z Y U) � (b L O (n Y w W:E F' o c - U __ � �. m Q V " cn z � . //�� W o (../ �, 0 L rO�1 U) o I-- z o Cll O 0 U) Wt- U 0 LLJ Q • o ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: I r SCALE: 1= 60 m extrag 3 Of 8 O S D P 0 3 --10 2 CWSPGB site overlay Sheet 3 of 8 Sheets 05-24-04/1:1 • NONE • • E TAX MAP 45 - PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALLEY " 64-23 S13> \ 229.`�0 't o QO N S 54-01'00" E 413.23' A • L a IWU EWE S HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 03-15-04 OI ADDITIONAL SHEET DATA 05-24.04 Q9 DISPLAY -ELIMINATED 05-25-04 II PAWNG ADDED SACK EASEMENT _FOR MENT � S 29'38'00" w DETENTION POND/ CESS 49.45' STORM SEWER AC EASE N 60'56'15' W 379.73' S 60'22p0„ E A=96'40'04' 5.00 R=50.64' L=88.10' N THIS DRAWING IS THE PROPERTY OF LOWE'S HOME 0 FIRE HYDRANT O M 7 CENTERS, INC. ANY USE OR REPRODUCTION IN GATE VALVE co N O WHOLE OR PART IS PROHIBITED WITHOUT THE & (2) METAL GUARD N O EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED N • • 45BEND 6 A TER \QF U�. p O H 0 TRANSFORMER PAD � FIRE DEPARTMENT O O y (SIAMESE) 2" DOMES v v O CONNECTION SERVICE 6" GA TE H. K TH HUBBARD VAL VE No. 0121 1 \QF BACKFL 0W E E PREVENTION DEVICES 8" X 6" m UI \Q o FOR FIRE LINE ARE REDUCER LOCH TED INSIDE qRc SPRINKLER ROOM ° SS • • n U) GAS METER 6" SANITARY SEWER GENERATOR - 8" FIRE- 8" X 8" TEE LINE " GATE VALVE o> o o 4) \Q M d - INV.ANOUT p -1 2"VA DOMESTIC SERVICEEL. Q 506.65 a ~ 1-112" DOMESTIC WATER METER ° IN PRECAST CONCRETE VAULT V ♦ v� I.. cV 1 CLEANOUT PER ALBERMARLE COUNTY SER14CE i M In Iw' O AUTHORITY SPECIRCA77ONS ® 0 3 .010 00 FINISHED FLOOR 0 1 U ELEVA TION = 512. 50 50 5 505.45 _ 00 TAX MAP 45 - PARCEL 109C ■ > In I m (D ca " P. V. C. FROM RENCH DRAINS 20 ita UNIVERSITY OF VIRGINIA EMPLOYEES M Q � C9 to BUILDING SEE SITE UTILITY u� M ZONED HC LANS NOTE 5 VACANT N T r N �. 1i o GAS MAIN TIE-IN p N U O �3: �5 c .- I 320 - 6" P IVATE Z VDOT m 00 �•-• a�' zo > SAh, A R Y SE ER N i ° DRAINAGE 3 U p a N STUB &PLUGGED UNDER / �� EASEMENTCL a 1 QO C CLEA1v0UTS ABOIF GROUND 2" RPZ (REDUCED PRESSURE 0 m SLAB /NV. EL. 510. 00 H "- z w x .,� 4 " P. V. C. I-50 , p • ZONE) ASSEMBLY ■ "" i o) M M cV < CO do 5 ., ; •, --� 2" P. V C. lRRlGAl10N WATER ME1ER (SIZED � N o � r- BY ALBEMARLE COUNTY SERNCE -r 0 1 1 - - , Omm AUTHOR/TY) IN PRECAST CONCRE7E 0 r_ 4) BEND O 00 VAULT PER ALBERMARLE COUNTY m U Y ° SERNCE AUTHORITY SPECIRCA770NS V ° SS A 1 GASMAIN NMM QtNzQ TIE-IN • • VAL ICES � F/R° aP E HYDRANT' /� 0 W/6" GATE ° ° ° GAS LINE ALONG -VALVE°I I°°I I°�5 6° °� _ a . 90 S 32'33'23" W 26.50 ' PROPERTY LINE °I I°b CLEANOUr 260' - 4" SA TA Y E o _ O BEND p- 4¢ / ,� INV. EL. 5 8.50 0.949 W CLE 0 IS 0o — - -- °° 22.5 O. C. Q ° ry BEND ® cS 3 REDUCER g _ CAPPED WA TER LINE _ z > lu o L 8 WA TER — N _ " -RIM EL -_ - 10. 0 MAIN = -- - INV 1 / N 5 .0 - _� - " WAI R_."N -INV. EL.--(! N . 5 3 co R A(�__ �A P/NG VAL VEP/NG SLE VE & 8 _ W V. EL�( T) 03. T' 3 BEND CQ� - - ° N I N i0 prj r0 - - N r An -- — MV) N 370' " PR/V TE S NIJTARY -SEWER ®0.759�W/CL�EANO�/T I 0 75' 0.LLI C. ° 7EJ L/NE� L 0W� (IF NECESSARY) TO ,M"IN - MlN/MUM OF 3 -6 CO E I _ GAS MAIN TIE-IN 1 S' SANI TgRY SEWE TiIN A I ! F R ESMT IN0.7� FIRE HYDRANT v7 V RIFY E SIN l�1/V COVER A r EL. i0�4. 0 o loll — �o GM 1111111 22.5 l u l l BEND N 111111 � 11111 N lull � llllll cM 1111 II 1 1 1 1 l 20' K%DE- u l l *4 R 800.15 GM lllllll G,y o°ls 1 10 UT/Z/Ty 68' iy EASEMENT 8" WA TER MAIN W/ WOODBROOK GM G,y 8" X 8APP/NGNG LEEVE (75' R/w) ORS VE: GM d°�s CUTE #�417 G cM TAX MAP 46 - PARCEL 93A TAX MAP 45 - PARCEL 93C SITE UTILITIES PLAN NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC RICHARD OR MELBA ATKINSON SDP 03-102• A MINOR AMENDMENT TO SDP 96-104 SHOPPING CENTER ZONED HC 0 0 Y z 0 C3 m a • • z Q = m U) O0 > v L.0 W (6 O u) w 0) c 0 I— EL O 0 L Z ~ — > Q � U)Z 0 V N ED E w W o •� N U) cn cn a co 0- z .O O z° W H L i.-• U 0 0 _c �- Q < J U 0-1 ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: SCALE: 1 "-- 60' VETERINARY CLINIC BASE 4 ®f 8 S D P 0 3 10 2 CWSPGB site overlay Sheet 4 of 8 Sheets 05-24-0411:1 NONE • • • O d- LLJ O N J Qwo � 0 � qcfl Ic�Liv 0> Q N < CO 0 \QF 3 a TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES RETAINING ZONED HC WALL VACANT lu u SEEDED u u u 15' SA TAR'I' F u SEWER ESMT ` u U TAX MAP 45 - PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED HC BOWLING ALLEY S 64r ,2y \ 229 4' HIGH SPLIT -FACED BLOCK SCREENING WALL EASEMENT FOR DETENTION POND/ STORM SEWER � c v v. L.. RETAINING 12-19 WALL 4' HIGH SPLIT -FACED BL OCK SCREENING WALL 2-2 O 1-2: 4-19 1-2 2- ,ni=96'40'04', R=50.64' U N 41'S6'fg„ W u EXISTING TREES AND SHRUBS 8p0.1 S Woo DBROOK (75' R/W) DRIVE: RO FAWl 04 EXISTING TREES - AND SHRUBS TO REMAIN EXISTING LANDSCAPING CONDITIONS NORTHX29 COMMERC ALRCEL LAND TRUST SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED PDSC SCALE: 1 "= 60' SHOPPING CENTER S 54'01'00" E 413.23' .Igloo 00 49.45' • �� •� 5.00 • W. i ' ~� T • �;� ® 00 / V u v ��+' ��y • •Y 4' HIGH SPLIT FACED / BLOCKIsis• �Y WALL _ _ 5-1 A F 14-111F RD-2 0 5 O.C. FC-2 1-1 \Q SEEDED 1-1 2-1 rn 4-20 5-1 N co Ln 1-1 VDOT DRAINAGE 12-72 EASEMENT 1 PER 200 S.F. rl' -1 ` . dogs `1_z • u� u • L EWNS HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET O POST BID SET ISSUE DATE � ISSUE DATE DATE DESCRIPTION 03-15-04 <�> ADDITIONAL SHEET DATA 04-16-0 O PAKWG AUDIT REVISIONS 05-24-04 09 DISPLAY -ELIMINATED 05-25-04 II PAID m ADDED. BACK VEHICULAR USE AREA = 467,356 SQ. FT. THIS pRAWING IS THE PROPERTY OF LOWE'S HOME PLANTINGS KEY INDICATES PLANT LIST NO. INDICATES PLANT SEE LIST BELOW INDICATES PLANT QUAN77TY INDICATES PLANT QUANTITY 3— 7 XX— 7 TREE KEY DESIGNATION REL OCA TED TREE KEY DESIGNA TION RELOCATED PLANTINGS LETTER DESIGNATION TREE NAME TOTAL CM - - - - - - - - - CRAPE MYRTLE - - - - -- 1 EXISTING SITE PLANTINGS MATERIAL LIST KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE SPACING REMARKS 1 PYRUS C_ALLERYANA 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 SO. FT. 5 MALUS FLORIBUNDA_ FLOWERING CRABAPPLE 4 2 1/2" CAL AS SHOWN 6 _ PINUS STROBUS WHITE PINE 16 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. 10 EUONYMUS ALATA WINGED EUONYMUS 38 24"-36" B&B 12' O.C. 11 12 PRUNUS CERASIFERA. EUONYMUS COLORATUS__ PURPLELEAF PLUM 8 2 1/2" CAL. AS SHOWN EVERGREEN WINTERCREEPER 126 1 GAL. AS SHOWN 13 ACER RUBRUM RED MAPLE 21 3 1/2 CAL. 35' O.C. 14 ___ ILEX CORNUTA "ROTUNDA" JUNIPERUS PROCUMUENS CHINESE HOLLY 111 24" B&B 5' O.C. 15 JAPANESE GARDEN JUNIPER 287 1 GAL. /30 SQ. FT. 16 PINUS NIGRA AUSTRIAN PINE 4 8' HT. MIN. 20' O.C. 17 JUNIPERUS "PARSOn1il...... PARSON'S JUNIPER 11 15 11 1 GAL /14 SQ. FT.11 ®.50. ac v 2-6 u U S 32'33'23" W 26,50' FC-1 a r u u U N N M � N !, u u EXISTING TREES AND SHRUBS u u o t o N to AROUND 2-1 u v EXISTING "o= SIGN SEEDED u U u u u u v dO1S R=915.77' L=282.99' EXISTING TREES AND SHRUBS TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC VETERINARY CLINIC CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED e 111110 e H OF 0 H. ITH F�UBBARD D No..012121 G of/d ¢ qR Hj/- '�NNO moo, m 0 O Z`_N fl.0 -0 EV)ZpN ♦/i ) Lt ; I ® r- 0 3 0MM 00 ■ ® N M .0 ,n C m tD > 01 � � M icDM 4-4 to �-. ® M- tD m ■(®� N 0 X U 0- `a v r 0 Z ■ — m t` ?N LOMiM O It .— U N} N I I hI�VYrnrn j V .— t 3 I I ,_ cD cD • r,. •- QN1nZMM O M M a TREE RELOCATION NOTES 1) TREES TO BE RELOCATED SHALL BE EXCAVATED LO WITH A MINIMUM ROOT BALL OF HALF THE DIAMETER co OF THE DRIPLINE. ® 2) WRAP ROOT BALL WITH BURLAP AND STORE IN WET MULCH, COMPLETELY COVER ROOT BALL WITH Z MULCH, UNTIL READY TO REPLANT. o 3) TREES SHALL BE WATERED DAILY UNTIL REPLANTED, THEN AT LEAST ONCE A WEEK FOR 6 MONTHS. x z LANDSCAPING NOTES 0 O 1) ALL PLANTED AREAS SHALL HAVE A 3" a: LAYER OF PINE BARK MULCH OVER 10 MIL FABRIC EQUAL TO 'WEEDBLOCK' BY 'EASY GARDENER.' • e 2) ALL DISTURBED AREAS NOT RECEIVING PLANTINGS (INCLUDING RIGHT-OF-WAYS) z Y SHALL BE SEEDED ACCORDING TO LOWE'S _ SPECIFICATIONS. ^, 3) ALL LANDSCAPED AREAS ABOVE, BETWEEN' 0 •> w AND BELOW RETAINING WALLS, AND IN AND r L U AROUND PARKING AREAS SHALL BE EQUIPPED r V (6 0 u) WITH AN UNDERGROUND AUTOMATIC SPRINKLER (3) _ U SYSTEM. (n _z 4) IRRIGATION SYSTEM SHALL HAVE APPROVED Q 0 BACKFLOW PREVENTERS AND MEET ALL APPLICABLE 4-1 REQUIREMENTS. U U) L m 5) THE IRRIGATION SYSTEM ALONG THE RETAINING WALLS ® 0 Z WILL BE A DRIP LINE SYSTEM. > z I Q c) - Qz (r►W V c G z E-zz Cn W W 57< Q • -0 4-- .U) to (1) .o 0z : c O� �( J v Q rn o o U 0 0-1 • ORIGINAL ISSUE DATE: 11-21-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: In extng SDP 03102 NOIQE ray• 5 of 8 Sheet 5 of 8 Sheets 04-27-04(1:1 • Q� ® 10' O.C. TAX MAP 45 - PARCEL 109C UNIVERSITY OF VIRGINIA EMPLOYEES RETAINING ZONED HC WALL VACANT TAX MAP 45 - PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ' ZONED HC BOWLING ALLEY " S 64.23'13 22g'40 4' HIGH SPLIT -FACED BLOCK SCREENING WALL u 11 A 2 u 3-1 U / SEEDED u u / u 15' SAWTA R Y SIE WER ESM T ., U U U EASEMENT FOR DETENTION POND/ STORM SEWER 6-16 ® 20 o CC RETAINING 12-19 WALL p 21 O 4' HIGH SPLIT ACED BLOCK SCR WING WALL O 2-2 1-2 EXISTING TREES AND SHRUBS 2-2 fC u N 41'56'�g" W U A=96'40'04' R=50.64' ® 12' O. C. w .� 4�j®rd I WOODBRO OK (75' R/w) �Ri VE: RO RIA S 54'01'00" E 413.23' ACCESSSEMENT N 60'5615" W 379.7�- 15-122 9-2.; ® 5 2-3 ® 04® 01 !- S 29'38'00" W i...-- 49.45' \o \0 S 605 000„ E -5 ® 30 O C O) 13- is N 35O. C 3LoW i— O M 7 12-1 N 0�_ CO 0 20 O.C. v7 12-14 \QF 4' HIGH SPLIT -FACED ®1s oc. BLS OCO K 5CREEN/NG /6-� 13-5 _ 5-1 J 1 -In ® O.C. FC-2 :......:.:.... 1-1 \Q 5-1 SEEDED 1-1 1 MOVE EXISTING CRAPE MYRTLE � � FROM WITHIN THE NEW FENCED AREA - 0 TO PROVIDE ADDITIONAL SCREENING N OF THE RT. 29 ENTRY CORRIDOR - $- J MAINTAIN CONSISTENT SPACING WITH N EXISTING VEGETATION ON SITE. STING (SPECIFIC LOCATION TBD) EXISTING TREES - AND SHRUBS TO REMAIN NEW LANDSCAPING CONDITION TAX MAP 46 - PARCEL T NORTH 29 COMMERCIAL LAND TRUST SDP 03-102: A MINOR AMENDMENT TO SDP 96-104 ZONED PDSC SCALE: 1 "= 60' SHOPPING CENTER 1-1 VDOT DRAINAGE 12-72 EASEMENT 1 PER 200 S.F. -1 ` :r=z d015 U 4- . S 32'313'23" W 26.50' FC 1_ VEHICULAR USE AREA = 467,356 SQ. FT. PLANTINGS KEY INDICATES PLANT LIST NO. INDICATES PLANT SEE LIST BELOW lNOlCA7ES PLANT OUAN7TY INDICATES PLANT OUAN77TY 3-7 XX-7 TREE KEY DESIGNA TION RELOCA TED TREE KEY DESIGNA TION RELOCATED PLANTINGS LETTER DESIGNATION TREE NAME TOTAL CM- - - - - - - - - CRAPEMYRTLE - - - - -- > EXISTING SITE PLANTINGS MATERIAL LIST KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE SPACING REMARKS 1 PYRUS CALLERYANA 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 6 _ PINUS STROBUS WHITE PINE 16 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. 10 EUONYMUS ALAT/a WINGED EUONYMUS 38 24"-36" B&B 12' O.C. 11 _ PRUNUS CERASIFERA PURPLELEAF PLUM 8 2 1/2" CAL. AS SHOWN 12 EUONYMUS COLORA'tU + 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 PROCUM,90S JAPANESE GARDEN JUNIPER 287 1 GAL. /30 SQ. FT. 16 PINUS NIGRA AUSTRIAN PINE 4 8' HT. MIN. 20' O.C. 17 JUNIPERUS "PARSpNW, PARSON'S JUNIPER 15 1 GAL /14 SQ. FT. U u 3 u N N M trj N � u u u 0 - 01 N _--- N r —�► �� / / 2-1 u u (/ SEEDED u u u u u u u R=915.77' L=282.99' EXISTING TREES AND SHRUBS AROUND EX/STING SIGN �- EXISTING TREES AND SHRUBS TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC VETERINARY CLINIC • L a W EWNS HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 REVISIONS PRE -BID SET POST BID SET ISSUE DATE /I ISSUE DATE DATE DESCRIPTION 03-15-04 <�> ADDITICNAL SWEET DATA 03-15-04 <�> ENGNEERIWG-SAFETY XCNE 04-26-04 O PAWNG AUDIT REVISIONS 05-24-04 Q9 DISPLAY -ELIMINATED 05-25-04 II PACING ADDED BACK THIS DRAWING IS THE PROPERTY OF LOWE S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED • • �0_T H 0 Z " H. IT H BBARD v No. 0121 1 6 DI D� qRcH I • • j0� X LaJaMn Ov h Z. Q. Oo,,o :6 mNZON P n 0 •- M V♦ N� �N I ® c 3 in � 1 in 00 r rrrro : m .0 ,n C OO tD T� 0 m M M err/ < I.A Lo 0 M M /� m to 0 0 N 00 � ■�� 3 N0 X cnN v r G 0 Z �u ■- . m �h �� O�.- t N I I L. �3rnrn to tD L NC4 7 M M Q N Z M M TREE RELOCATION NOTES 1) TREES TO BE RELOCATED SHALL BE EXCAVATED `° 0 WITH A MINIMUM ROOT BALL OF HALF THE DIAMETER OF THE DRIPLINE. ® • N 2) WRAP ROOT BALL WITH BURLAP AND STORE IN WET MULCH, COMPLETELY COVER ROOT BALL WITH J, z MULCH, UNTIL READY TO REPLANT. 3) TREES SHALL BE WATERED DAILY UNTIL REPLANTED, THEN AT LEAST ONCE A WEEK FOR 6 MONTHS. Y z LANDSCAPING NOTES $ C3 1) ALL PLANTED AREAS SHALL HAVE A 3" o: LAYER OF PINE BARK MULCH OVER 10 MIL FABRIC EQUAL TO 'WEEDBLOCK' BY 'EASY GARDENER.' o • 2) ALL DISTURBED AREAS NOT RECEIVING PLANTINGS (INCLUDING RIGHT-OF-WAYS) _ SHALL BE SEEDED ACCORDING TO LOWE'S z = SPECIFICATIONS. m 3) ALL LANDSCAPED AREAS ABOVE, BETWEEN 0 AND BELOW RETAINING WALLS, AND IN AND IT-1II✓ Y AROUND PARKING AREAS SHALL BE EQUIPPED ui WITH AN UNDERGROUND AUTOMATIC SPRINKLER � to U U SYSTEM. _ 4) IRRIGATION SYSTEM SHALL HAVE APPROVED /� r` -IE--+ U BACKFLOW PREVENTERS AND MEET ALL APPLICABLE REQUIREMENTS. Z_ (u i m 5) THE IRRIGATION SYSTEM ALONG THE RETAINING WALLS O z WILL BE A DRIP LINE SYSTEM. Z Q > U �- Z `i'— � we IC '� O •cn a C.� G CD Z Q � o z o a-.. o z W :t! �. 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CO MO °' �- 0,0 N0,0 0.0 0.0 0,0 0,0 0.0 0,0 0 010 0.0 0.0 0,0 0.0 0,0 0,0 0,0 0,0 0,0 0.0 0.0 0,0 0,0 0,0 SO.29.3900 O.lw 0.0 0,0 0,0 0.0 O,0 0,0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 0.0 0,0 0,0 0,0 0,0 0.0 HUBBELL LIGHTING, INC. 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A OA 0.0 _ (75' RDRIVES 0.0 0.0 0.0 0.0 010 0.0 0,0 0.0 0.0 0.0 0.0 010 0.0 0.0 010 0.0 010 0.0 0.1.0 0.0 0.0 0.0 010 0.0 010 0.0 0.1 0.1 0.1 �l �0.1 0.1 0.1 0.1 1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0 1,0 0.9 .7 0. =90{ .77Q.3 L.228Q. 9, 0.1 0.1 0,1 0. 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 010 010 0.0 0.0 0.0 0.0 0..0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 .O -0. 010 0.0 0.1 0.1 0.1 0.1 0.1 011 0,1 ti' 0.2 0,2 0,3 0.4 0.5 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 010 0.0 0.0 010 0.0 0..0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 010 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 010 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 Ot.O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -0. _ 011 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0,0 _ O,0 0.0 0.0 0.0 0,0 0.0 0,0 0,0 o,o o,o o,o o, 0.0 0.0 0.0 0.0 0,0 0.0 0.0 010 0:.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 010 010 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 0,0 0.0 0.0 0, 1 0.1 0.1 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 o.o °.° o.o o,o °.° o.o a,o o.o o,o o.o 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 oj.o 0.0 0.0 0.0 010 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 010 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 010 0.0 0.0 010 0.0 0.0 0.0 010 0.0 0.0 010 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 0.0 0,0 0.0 0.0 00 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 LOWES CORPORATE CONTACT: KEVIN PARSONS (kevin.s.parsons®lowes.com) I LOWES HOME IMPROVEMENT WAREHOUSE PHOTOMETRIC PLAN PO BOX 1111 NORTH WILKESBORO, NC H _ 1 SCAILE: 1" = 60' HIGHWAY 268 EAST NORTH WILKESBORO, INC 28659 PHONE: 336-658-4017/336-926-7097 FAX: 336-658-3601 u reac rom moun ng ax s o p o one r c cen er - n number locations= 5, number luminaires= 5 kw all locations= 11 Occurrencese 5 at mounting height 20 ft 0 Hubbell Ligghting, Inc„ Christlansburg, VA 24073-2501 MSVA0400H-FPx-x lamp(s)j MH400/U 4 luminaires per location, candela file 'HP08644.IES' 1 lanp(s) per luminaire, 36000 initial lumens per lamp SL-4 Light Loss Factor = 1.000, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 In mounting height= 25 ft number locations= 6, number luminaires= 24 kw all locations= 11.0 ,a 'FLx' FL HUBBELL NO,: MVK-0400-H-2-6-8-L-M51 candela file 'HP00738,IES' 1 lamp(s) per luminaire, 36000 Initial lumens per lamp Light Loss Factor = 0.750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 18 In number locations= 7, number luminaires= 7 kw all locations= 3,2 Occurrences: 7 at mounting height 20 ft • HUBBELL LIGHTING - BL-320-W-8-WA22-WH-TRIG I MVR-400/U candela file 'HP03942,IES' 1 lamp(s) per luminaire, 36000 initial lumens per lamp Light Loss Factor = 1,000, watts per luminaire = 460 number locations= 6, number luminaires= 6 kw all locations= 2.8 Occurrences, 6 at mounting height 20 ft GE Lighting Syystems - DSMT-40M-4A1G-MC3-DB H-3 lamp<s): GE MVR400/U candela file 'GE178598.IES' 1 lamp<s) per luminaire, 32000 Initial lumens per lamp Light Loss Factor = 0.750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in number locations= 5, number luminaires= 5 kw all locations= 2.3 Occurrences, 5 at mounting height 20 ft 'H-14' H-14 HUBBELL NO., MSV-A-400-H-FW-8-1 candela file 'HPOS644,IES' 1 laml per luminaire, 36000 initial lumens per lamp Light Loss Factor = 0.750, watts per luninaire = 460 Outreach (from mounting axis to photometric center)= 18 in number locations= 2, number luminaires= 2 kw all locations= 0,9 Occurrences, 2 at mounting height 20 ft GE Lighting Sgtem /U Hendersonville, NC, USA PF4x40MIKx3K7X6s• lamp(s)� GE M 2 luminaires per location, candela file 'GE177478,IES' 2-FL 1 lamp<s) per luminaire, 36000 Initial lumens per lamp Light Loss Factor = 1,000, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 In tilt angle= 60 deg mounting height= 37 ft number, locations= 10, number luminaires= 20 I all locations= 9.2 GE Lighting SMVR400/U Hendersonville, INC, USA PF4>K40Ms•s7X6ss 1-FL lampW: GE M candela file 'GE177478.IES' 1 lamp(s) per luminaire, 36000 Initial lumens per lamp Light Loss Factor = 0,750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in tilt a-ngle= 60 deg mounting height= 37 ft number Aocations= 1, number luminaires= 1 kw all locations= 0.5 GE Lighting Syystems - Hendersonville, NC, USA DSMs40MIKIKI9GFWTsx A lamp(s), GE MVR400/U candela file 'GE178608,IES' 1 lamp(s) per luminaire, 32000 Initial lumens per lamp Light Loss Factor = 0,750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in mounting height= 37 ft number locations= 12, number luminaires= 12 kw all locations= 5.5 GE LightinSystems -Hendersonville, NC, USA (not specific to a single catalog number) B lamp( ?I AlET 1000/U/BT37 cande file 'GE178945,les' 1 lamp(s) per luminaire, 110000 initlal lumens per lamp Light Loss Factor = 0,750, watts per luminaire = 1080 Outreach (from mounting axis to photometric center)= 36 In mountinglocheigght= 37 ft number ations= 24, number luminaires= 24 kw aU locations= 25,9 Tarr rt Point Set 4240- points at z=0, spacing 20ft by 20ft HORI;1,iN!TAL FOOTCANDLES Average 1.5 Maximum 46.9 Minimum 0.0 Avg Min 9999.00 Max:Min 9999.00 Coef Var 2.37 UnifGrad 9999.00 0 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. NONE NONE NONE NONE L OWE OME CENTERS, INC. O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS PRE -BID SET POST BID SET � ISSUE DATE . ISSUE DATE DATE DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED • • N m N O 0X v O C v O y 4-- N °• O� 5U�In 3 mV)Zc:)M U)LL. oN I L M L0 03 .0Ln000 Vf ■® j0 m1M r`O m�M 4LO OM M U) O) It) .� ® �- (D m ■ -. 0040 = 'w 3 NX � V, U CL•� ■s �+y Zw m d' C Mq J' 1 s I I > � �3�0 4N(NZMM • cD N ® U z O Y z 0 m 0 a • a U r 0 •> Y rn v! U W U Z 0 O 0 U DO v QU>� N , W 0 '9 � Q) p o 0 ON t- O CV O z O t = � U o Q U -1 i ORIGINAL ISSUE DATE: 10-06-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 7of8 CWAPH01 10-06-03/1:1 J l • S 54'01'00" E 1 413.23' i HUBBELL LIGHTING, INC, MSS-A175H-3Ix-x WL-175 lamp<s)+ MH-175/U/MED candela file 'HP06328,IES' 1 lamp(s) per luminaire, 12600 Initial lumens per Lamp Light Loss Factor = 0.750, watts per lumina(re = 210 Outreach (from Mounting axis to photometric center)= 18 in number locations= 5, number luminaires= 5 kw all locations= 1.1 Occurrences, 5 at mounting height 20 ft- Hubbell Ligghting, Inc., Christiansburg, VA 24073-2500 MSVA0400H-FPx-x lubbet+ MH400/U 4 luminaires per location, candela file 'HP08644.IES' 1 Lamp(s) per luminaire, 36000 Initial lumens per lamp SL-4 Light Loss Factorutreach (from moun= 1.000, watts per lum(naire = 460 Oting axis to photometric center)= 36 in mounting height= 25 ft number locations= 6, number luminaires= 24 kw all locations= 11.0 -0 'FLx' HUBBELL NO,, MVK-0400-H-2-6-8-L-M51 FL candela file 'HP00738.IES' 1 Lamp(s) per luminaire, 36000 initial lumens per lamp Light Loss Factor = 0,750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 18 in number locations= 7, number luminaires= 7 kw all locations= 3.2 ❑ccurrencest 7 at mounting height 20 ft HUBBELL LIGHTING - BL-320-W-8-WA22-WH-TRI6 lamp(s): MVR-400/U candela file 'HP03942,IES' 1 lamp(s) per luminaire, 36000 initial lumens per lamp Light Loss Factor = 1,000, watts per luminaire = 460 number locations= 6, number luminaires= 6 kw +all locations= 2.8 Occurrences: 6 at mounting height 20 ft -� GE Lighting Systems U DSIP1',T-+10M-4A1G-MC3-DB H-3 lamp(sh GE M candela file 'GE178598,IES' 1 Lamp(s) per luminaire, 32000 initial lumens per lamp Light Loss Factor = 0,750, watts per luminaire = 460 Outreach <from mounting axis to photometric center)= 36 in number locations= 5, number luminaires= 5 kw all locations= 2.3 Occurrences, 5 at mounting height 20 ft 'H-14' H-14 HUBBELL NO., MSV-A-400-H-FW-8-1 candela file 'HP08644,IES' 1 lamp<s) per luminaire, 36000 initial lumens per lamp Light Loss Factor = 0.750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 18 in number locations= 2, number luminaires=- 2 kw all locations= 0.9 Occurrencest 2 at mounting height 20 ft GE Lighting Syystems - Hendersonvi(le, NC, USA PF4)K40M)K*W7X6•x taws). GE MVR400/U 2 luminaires per location, candela file 'GE177478,IES' 2—FL 1 lamp(s) per luminaire, 36000 Initial lumens per lamp Light Loss Factor = 1.000, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in tilt angle= 60 deg mounting height= 37 ft number locations= 10, number luminaires= 20 kw all locations= 92 ,y GE Lighting SMmm VR400/U Hendersonville, NC, USA PF4.40M•7X6 FL laandemp(-)' GE M cla file 'GE177478,IES' 1 lamp(s) per luminaire, 36000 initial lumens per lamp Light Loss Factor = 0.750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in tilt angle= 60 deg mounting height= 37 ft number locations= 1, number luminaires= 1 kw all locations= 0,5 ,-0 GE Lighting Systems U . Hendersonville, NC, USA DSM•40M)K*•GFWT)K)K A lamp(s)i GE M candela file 'GE178608,IES' 1 lamp(s) per luminaire, 32000 initial lumens per lamp Light Loss Factor = 0.750, watts per luminaire = 460 Outreach (from mounting axis to photometric center)= 36 in mounting height= 37 ft number locations= 12, number luminaires= 12 kw all locations= 5.5 GE Lighting Systems - Hendersonville, NC, USA (not specific to a single catalog number) B lamp<s)l MET 1000/U/BT37 candela file 'GE178945.les' 1 lamp(s) per luminaire, 110000 initial lumens per lamp Light Loss Factor = 0,750, watts per Luminaire = 1080 Outreach (from mounting axis to photometric center)= 36 in mounting height= 37 ft number locations= 24, number luminaires= 24 kw all locations= 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.parsonsOlowesxom) LOWES HOME IMPROVEMENT WAREHOUSE - PO BOX 1111 NORTH WILKESBORO, NC HIGHWAY 268 EAST NORTH WILKESBORO, INC 28659 PHONE: 336-658-4017/336-926-7097 FAX: 336-658-3601 \QF Ldry I Q LLj OnD 3 2-FL 1 PROPOSED 15, SANITARY SEWER E"SMT. 9 �h 5 9 S g9� S 64,23,�3' E ZZg •40, EASEMENT FOR DETENTION POND/ STORM SEWER 2-FL ALL FIXTURES WITHIN HIS AREA ARE NEW A = 96'40' 04' R=50.64' 4 A L FIXTURES ..WITHIN THIS AREA II ffiIRE NEW 4 N ,5 W w00pBR00K _(75_R/w) LIGHTING PLAN WITH LANDSCAPING SCALE: 1" = 60' I-r-�1 -- �pSEMENT -- ACCESS N 60'S6-15 W� 379.7 3W 0 S 29'38'00" W 49.45' 10 IF, , S 605 p0'0 E ®® ®®� 0 N r) 0 o ~ a O M 7 0 � ® N 0 Y N � 3 0 0 0 ® L 17 0 H 3 0 ® �Q SL 4 17 0 SL-4 FIXTURES WITHIN 0 �S EA ARE NEW H 3 - rn �go H 3 N N SL-4 0 H 3 L 17 VDOT H 3 DRAINAGE EASEMENT SL-4-:•.-:••-:•- O av L17 .� S 32.33 R=915.77' L=282.99' G Eli NONE NONE NONE NONE -r'LOWENS OME CENTERS, INC. O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS PRE -BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWES HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED • • 0^ M �t c Ov CV)z0N m _ N '1 LL. N Cn iML0 o 3 00 .0 O N ■ ■o■� N m C 00 �q M inM AC Ul C9 In M C rn 147) O .® 3 NL X ■® C m Z m •t n L M V N O It V_ t 1 ,s V) I I fit./ v�FO-0�(5Z5 L. 04 M tM Q N N Z M M • cv W ro U 0 B 01 Y z x C31N 's n: U DO _ m _v o ,>'^ LLI U W W U (� O Z p O z �' tip L m Q Q Q - > O C)C: 0 z UJ o LL C CU N = O O - z L H J LU ° LL Q V ORIGINAL ISSUE DATE: 10-06-03 PERMIT SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING NUMBER: 8 of 8 CWAPH02 10-06-0311:1