Loading...
HomeMy WebLinkAboutSDP201000081 Review Comments Minor Amendment 2010-04-141 2 3 4 OWNER: COMMONWEALTH OF VA N36'43'30"E '� N7 ' 30" \ \ ZONED: HIGHWAY COMMERCIAL & COMMERCIAL CH=286.04 -� CH 65\35 5 LEGEND SITE NOTES F E 101 C PARCEL #: 04500-00-00-068D1 L=287.35 / L= .13� PROPOSED BUILDING I. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE PRESENT USE: VACANT �r R=868.81 �,/ /�/ 83 N ��� R=4 .00\ Tan=145.00 can= 7.52 COUNTY REGULATIONS AND CODES AND O.S.H.A, STANDARDS ah 'I �, r--, - - -93' 79OTQ" \ PROPOSED VDOT STD. CG-6 30" 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR CURB AND GUTTER EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, U0000\ \ SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING BERKMAR DRIB/E__- S_Ri_ - '- - , \ PROPERTY LINE DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. PROPOSED LIMITS OF DISTURBANCE ^co Ln \ \ 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, _Xxh_ - EXISTING CONTOUR ELEVATIONS -ram ,� ''� , rn cD SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS N46'12'00"E---260.C)0' �J- '""� crD w \ \ xxx PROPOSED CONTOUR ELEVATIONS ESTABLISHED. SEE 02900 SPECIFICATION. „�--- +� (TO PRO RTY CORNER) W Gfl •�" .� ` 00 1 EXISTING RETAINING WALL . . \ 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. TIRE AND BATTERY SRO "" V , NEW RETAINING WALL STRIPED RADII ARE TO BE 5'. • .-e® ..1-. ra. .-oa �, aacl aa� as e� ter' .sans:::: �: . 15' ELECTRIC EASEMENT -'2EIPIS) (VIRGINIA ELECTRIC POWER C0.)1 V S 12 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS EXISTING �'- NEW VDOT STD. PG-5 CONCRETE NEW DOCK EXPANSION (3 BAYS) - - OTHERWISE NOTED. PROPERTY LINE SEE ARCH PLANS - - I 3o ELECTRIC EASE ENT I DITCH (TOP OF RETAINING WAIL) _f _(AR -eLecrRr�A R Co.) OWNER: SAM'S REAL ESTATE 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ucr-ucE - - - - - ---� -Gi IF= BUSINESS TRUST '""""""""'""' ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST NEW TRENCH DRAIN V _ OH I (BASE OF RETAINING WALL) SHALL BE INCLUDED IN BASE BID. - - - - - - - - - gCOMMERCIAL® ® EXISTING STORM STRUCTURE _ -NEW TRA S ONED' HIGHWAY r` ARCEL #: 04500-00-00-068D2 - L FO ' � 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, D G D D LD =:' PRESENT USE: (RETAISAM'S CLUB) ® (FIW WATER QUALITY UNIT (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT 5V� I LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC ;;; •'''.' I i SD EXISTING STORM SEWER PIPING SIGNALS &POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN 3,. I MAIN SWITCH GEAR CONCRETE PAD EXI TI NEW STORM SEWER PIPING ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND j EXISTING RETAINING WALL -_ j; I PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY ea `.' :.. RE AIN, G 11s' e� - ���w WALL I DB 122s 4� -OHE&T EX. OVERHEAD POWER & TELS=PHONE SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. O0 I I UGT NEW UNDERGROUND TELEPHONE 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION o y prn I k� I UGE NEW UNDERGROUND ELECTRIC:/POWER TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY / F 0. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY 9b I I SS EXISTING SANITARY SEWER PIPE t I CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON `� 07-09-08. (REFERENCE) ;r TIE INTO EXISTING RETAINING WALL GREASE INTERCEPTOR P LL�T A E ' SS NEW SANITARY SEWER PIPE i.h SEE ARCH PLANS w• ..y.. 1. •r • .. s ; ., F ECYC G - W __-__ EXISTING WATER/FIRE PIPING 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE X WAL-MART STANDARD SITE WORK SPECIFICATIONS". ` ' �' '.. • -�: { : 1 I I W NEW WATER/FIRE PIPING V-4 11. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. W ^NEW GAS PIPING •:, TU K EXIT ' j/ I 12. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. OWNER: ROSENTHAL, ROBERT H. AND W Wal art ' �_ f r - S G • FN OT TD. CHAIN LINK FENCE HARRISON O NEW EXISTING '."'=i` :T '`l--l0'.QlAMETER.4.-.. . • G `� ZONED: HIGHWAY COMMERCIAL o BUILDING WALL ';�Q r IE T E TIN SITE LIGHTING r •'.'I.•�.`. ..:..,•�•:_ EXPANSION # 1 780 09 SS' •'' • " ' ' " ' `� 20 PROPOSED PARKING SPACES `• D •TRVGK TUKNIN . t. n' SI WA K SYSL/411 PARCEL#:04500-00-00-06800 `', '`. 'AR. ` `••.� *''' '� PRESENT USE: COMMERCIAL "•' 2b. P. EE PET I (CAR DEALERSHIP) Z �:.., -� C-150E-GR-NO� •..-. .T, ..S ET !.5 ` . •N' '" .••; .,.,'', •'' Ivor ` , •�'�, / `12 ASSOCIATE PARKING SPACES J,� ..'�' •i. 'i..;• ',,�.,: s:..yi• •y• •.. ..'• •` lyr . J SWSL/4 EXISTING 119, 069 S.F. (APPROX.) H ••� ~ •J � W"fTHMOU�uT TO SIGN NF 11 DNT N E I CC C CART CORRAL NEW CONCRETE � .' :•:• ' �+:+ C PROPOSED 154 789 S.F.(APPROX.) �'��' �` =:` ° / LOADING SPACES SHOWN ON THIS RETAINING WALL .h' 15d :..., WSt / 2� I L. _ 1 / LOADING PLAN FOR COUNTY APPROVAL ONLY BENCHMARK: #2860 s , F.F.E. = 441.2 t� H 19 ✓ NEW D- T R 1 i/ ' AND ARE NOT TO BE STRIPED. 1® 3 STD. G 12 PAINTED'X' ON { ^ Q + N W VT T STD. coo NEW CLEAN OUT SOUTHEAST CORN R :{;. D 0, a .n 15 D C-6. /TI TCEXI t G. ON -GRADE CONC TE 1;. EWj3' Cb CR TE DI-11 DRAINAGE STRUCTURE INDICATOR OF STORM WALKWAY (SEE � .: �. a � 14 1� � /\ z STRUCTURE STAKEOUT PLAN) 3.33 a o "� BUFFER/( 137 1 / r / / (WI _0 WATER QUALITY STRUCTURE INDICATOR ELEV.=440.067 ;;>`. / 12-26-08 T4• p �l -� / 1 R R jq GARDEN CENTER 0 S 3 J / MH-2 SANITARY STRUCTURE INDICATOR Ay NCE ISLAND BLOWUP (nts) SLID NG GATE ?11' / - NEW FLAGPOLE LOCATION (30 HIGH) ( ) GRATED DROP INLET GREASE INTE CEPTOR 5'il BENCHMARK: #1848 SEE ARCH P ANS W 51n D `I / k60p NAIL IN POLE p , C XX% DIRECTION OF OVERLAND FLOW 7: E �? 4 4TK57 ELEV.=441.167 -�-� W/ GRADES V D EXISTING 5L� Z / `b1 30' BUILD CURB INLET �'r+.,t : ,: ,,,i,. %-°, • ;Y.' FOUNDATION 111 U H 9 i „„+ass '.•t�;3 .;, V p PLANTER(tYP•) Y 1 z / SINGLE FIXTURE LIGHT POLE AND SEE 10' PARKINC BASE n • a a _.Cy �. "S. '. :5•'.< ,:'n•.. .,h::.• ,.,: .r.•. .j,T-i.ii; :•: y• p',y,, ai. •, _ � M ".�: .h, ,. 2 FIXTURE LIGHT POLE AND B,.,SE 1 { r', r �I: Y ,1 iw , 4 v` •.L' I +, t• R H. m. 2' 1. ' 'ti r: `P il• it S ,1 l r'i l ''•F . "rt: - n wr ,.4 ..' � PLAN n;, .,4•r .In 4.. .Pr Goi ..}. rtry EXISTING NCRETE RETAININ ALL TAPER CURB & UTTER TO BE FLUSH H PAVEMENT .DNT OF SIDEWAL 1 i.l t-s ►M GO co NEW STORM ATERi UNDERGRO �. DETENTION ; •' �r M h •4 EXIS 1 3 FIXTURE LIG T POLE AN H D B;-kSE v� TRAFF -. ' ---- a -: -- M1 ;T ' ` J E11 V SHIELDED 2 FIXTURE V�.. �............. ......'...'.'.'.... ..'.'.'.'.'.'.'. �'......... �.. .. , . M LIGHT POLE AND BASE W E. 11 T �,' C''.......... .•......... ............... YDL/4 o .D SWSL / 24" SPOT ELEVATION �... 4. J. ♦ :.' Rows �.' "_1 �.' .. j.'�.'. T.•.1. 1 , : i�ovv.>?.: �' 2 - D4 GATE VALVE IN VALVE BOX ... Rov J1 0 ;. . • AL DD -3 yy� WATER METER '1..., vA$. T1:"'26 �8 ISM Jg1 •2�•• • • • • • • • • • • NEW FIRE HYDRANT TERRA I� 0' HIG o`a + --- EXISTING FIRE HYDRANT WA�ity NIT I Z� I R 1S5 (� o iti 'C P ; I HTING PO W OWNER: S & B REALTY VENTURE, LLCPICAL t , . , , ... • TYp,) 0 2 Z / V T4 M BENDS AND TEES (ALL SIZES) • •.•,•.• • • �S $8 Zd - �3 Cj l ^� ZONED: HIGHWAY COMMERCIAL �y 3gp D. MS-1 E 5 b PARCEL #: 04500-00-00-068D4 NEW MANHOLE C 2 �0 133 y DG SEE STING 2 '5 / / ! PRESENT USE: COMMERCIAL 0 CLEAN -OUT �� P THIS s�A ITARY SEW (CAR DEALERSHIP) I b� l 3 .4�•••' . 2 P 8 C tiy6 2f5 P �J �i SEMENT / / N / ' POWER POLE k, 1 21 2L? ?'�" 13 3s 39► y h�1 511 5s / / " ( SITE LEGEND GAS METER :v y7 Z4 59 CC w O ' O 00 I / l "TRUCK EXIT" SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. IF 1 13) `� O •,• ' 32 $� I�`f /g� 22f w2 ?h 3';� R S21 5 3 �? ,? i . TRANSFORMER PAD a24' ll /� (1 - 24' Lye u' 24' 3�rY 18' r 8 1 8�zL 24' O 10 x 15 STRIPED AREA PAINTED SYSL/4 AT 45 DEGREES 0 2-0 oC PIPE BOLLARD / B AT JIB CRANE LOCATION. SEE ARCH PLANS. 2 3 24 24 24 24 24 I 231 30- 04 6I / PEDESTRIAN CROSSWALK WITH 6" WADE PAINTED WHITE STRIPING PARALLEL TO DIRECTION 0� UTILITY BOLLARD CO �1 / $ Zg s�3 S I l I © OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH 9 1 63 •� q•Z 21 33 by S s+/ 1 ! f ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. ' Xp /V I P 2 y��- z1 3 23 rl J 1 I O EXISTING TREES 23 21 , 21 q y �� �0 2�3s :rig 22 1 21 7 3 29 tiS 08 O CROSSWALKSPEDESTRIAN AS NNIOTED ON NG SIGN PLANS.IN TYPICAL AT PEDESTRIAN P- SYSL/92 � � s'' 8 � 2 a 1 ?o / p '� 5 / ' / l E 'HELD" PAINTED WHITE ON PAVEMENT TYPICAL SEE DETAIL SHEET. NEW TREES 4 r. IY S o$- 4 t 3 �i 57_� b O l O (Z 1 2 / © CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL gyp/ Q: Z 11 %- 2` b e 3 9 R 5Zf 11, ,? / O OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). P 52-9 0' EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, HEAVY DUTY ASPHALTIC I s 173 �y S ff 2-71 3 6 L 3 o Icl-O LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REWIRED. CONCRETE PAVEMENT 4 z 9q /IS >? z�s 23 212 3?. R % I b RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. I q E 8 i PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. W V APE U le -� S / � STANDARD DUTY ASPHALTIC B L Q ' �U AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT �5 6q 9? - - f - - - - - ° �3 - ISLA p.) 3t - - 37► - - - ¢3 b 3�f I �/ O FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. ...... �/b 7o y� Iz! t�f I?�* 2K/ z �3f 2- S' 3 Q 02 2� O 4" WIDE X 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. • HEAVY DUTY 7/ �S (?�' w i 7.7 '1) 2 7� 3 CONCRETE CONCRETE PAVEMENT (5 7 `- D�+ �� O REFER TO �PTECTURAL PLAN FOR EXACT LOCATION AND SLOPE. +' ?A 4'► ? a 3 / M = '�- S Q1�� - I col �'_ ' ASPHALT OVERLAY (2" VDOT (ol (/ (S I21 Z/i Z17 06 y b 53b • © EXISTING CONCRETE TRANSFORMER PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI -� 11) 11z)3 (12�?$ ( (12 ; ( (12 S / I sHowN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. MPV-600 NON -WOVEN ASPHALT LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT 5 KV 3 @ 90 DEGREES TOTAL LUMENS LLF TOTAL WATTS 132000 1.000 1356 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 2 FV-3HSS SINGLE TOTAL LUMENS LLF TOTAL WATTS 44000 I.000 452 DESCRIPTION GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 15 BV D180 TOTAL LUMENS LLF TOTAL WATTS 88000 1.000 904 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 3 DD-3HSS ROTATED 2 IN 90 TOTAL LUMENS LLF TOTAL WATTS 82000 1.000 908 DESCRIPTION GFR-FP-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 8 C SINGLE TOTAL LUMENS LLF TOTAL WATTS 1710 1.000 29 DESCRIPTION TYPE 103 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT ' 19 D SINGLE TOTAL LUMENS LLF TOTAL WATTS 12800 1.000 218 DESCRIPTION GBWS-3-175-MH-F-MT-GPT 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT • 11 E SINGLE TOTAL LUMENS LLF TOTAL WATTS 5200 1.000 90 DESCRIPTION HIWSD-3-70-MH-F-277-GPT 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT I BV-3HSS ROTATED 2 IN 90 TOTAL LUMENS LLF TOTAL WATTS 72000 1.000 904 DESCRIPTION GFM-5-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT I CV SINGLE TOTAL LUMENS LLF TOTAL WATTS 44000 1.000 452 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 2 DVI-3HSS SINGLE TOTAL LUMENS LLF TOTAL WATTS 41000 1.000 454 DESCRIPTION GFR-FP-400-PSMV-F-3HSS WALL MOUNTED 20' I It+ 5� l oz -- i s--o I ' I I ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE OVERLAY FABRIC. INSTALL TOTAL PROJECT WATTS TOTAL WATTS - 28796 �,.� �` (2� ,g Y3 I� 2�9 �/� �yy AS TE RKING �b 5ti9 J O PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN" -INDICATES VAN FABRIC PER MANUFACTURER'S _'" �'` a i ♦ 2? f �s Y zr� y� ¢17 ACCESSIBLE SPACE) WRITTEN INSTRUCTIONS.) UNLESS s S t + SWSL/4" O5 ��`/ I a, I _ ALL BE OTHERWISE NOTED. R80' �, / I Z/a ` ? ?b / ' ' / QN PAINTED SYSL 4 ATTYPI2'-0- -0 UNLESS PERPENDICULAR 0 TNOTED OTHERWISE. HE PARKPES ING SPACE. ' 028 5l� s z I / I PAVEMENT OVERLAY IN THIS AREA Z17 N1 �-y 31 399 8b 3 � 7 / SEE DETAIL SHEET. + / WILL EXCEED 2" TO MEET PROPOSED GRADES. EXISTING T + * I Si zut Mb Z93 ;:1 y $ �'� 61 � T ° y I / ' I I t�0 STOP SIGN "NO OVERNIG g s �s ? �iOJ y I / PARKING" SIGN 4�1 r^ B NE�l1/ VDOT STD. ® Z- Z t ?y° 41(0 41-P (�� / I / © CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL AREA OF STORE NE CONCRETE CG-6. REPLACE B ' -" t : t z AO 3 SS'� Q -DO NOT ENTER' SIGN EXPANSION SID WALK EXISTING. SEE ® "L ` �� �"'� I Q HEAVY DUTY CONCRETE DEMO PLAN._ a: x + BUFFER 3' TYP UNLESS 2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW .d`' 4 U , STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE. TYPICAL -SEE DETAIL SHEET. NOTED OTHERWISE. ..�'" I �- �� -� •,•�: *-,�7, �"" A•4'•9 5, °' ' O WAL-MART TYPE "A" CONCRETE CURB AND GUTTER TYPICAL SEE DETAIL SHEET. 8' WADE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8` WITH 1 % S INSIDE STRIPING SWSL/4" AT 2'-0* O.C. PERPENDICULAR TO EDGE LINES. �4 SI' Y 'S3�•20 S6`6h. 106,$6, / � ' ' I B O PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET INSTALLEDHANDRAIL TO BE 0; \ 29 13 �HE © PLANS FOR DETAILS. t APPR Xa143�LDF)WALK AS SHOWN. SEE ARCH. 546' 1 "W .08' _ 4,& 224.99'---S46' 17 05"W - - OHE --'- O BUILDING SETBACK LINE PER ZONING ORDINANCE W -- OHE EXISTING OH - a'- - 0 E OHE - --- OHE - OHE -- - - OHE 8 - -- -- 0 -- - 0 - OHE TRAFFIC SIGNAL CC VDOT STD. CG-2 CURB O O "NO PARKING FIRE LANE" SIGN. SEE DETAIL I NDATA 2.65' �Ln S01'53'49"E O ___ __ g REQUIRED PARKING 21 „W OD (/j N ®D 12 X 18 METAL SIGN THAT STATES PALLET AND EX. MONUMENT SIGN • p CH=43.96 O O AISLE INDICATOR SIGNS TYPICAL MOUNT ON LIGHT POLE _ EXISTING RIGHT IN / - TgE-.R.p�D__- O - - WHERE APPLICABLE - SEE DETAIL SHEET. BALE RECYCLING ONLY. SEE 'SITE SIGN BASE DETAIL" LOCALITY I - - - 76' RIGHT OUT ENTRANC� - - - - - - - - - - - - - �• � � �� °?L4 m L=45.93 SEE ARCH, PLANS -Q 00 R=45.00 - - OX WAL-MART TYPE "B" INTEGRAL CURB & GUTTER. BASED ON: ACTUAL RETAIL SALES AREA: 5,129 8 SF TO -REMAIN- -_-- - -.- - - - - - -- - - - - - - - - - - - - - E�I�STI-tv6 E- N€RNAL --N. --�- � Tnn __ GARDEN CENTER AREA: 5,129 SF 25.19 I - - - - - - - - - - - - - - - - - - - - 596' - - - - - - - - - - - - oy SOUTH BOUND LANES - A=58'2827" NOTES: O "NO TRUCKS' SIGN. SEE DETAIL SHEET. 1. ALL WAL-MART CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE _- - - -- - - - UZ "TRUCK ENTRANCE' SIGN (RIGHT ARROW). ALBEMARLE COUNTY ENGINEERING OF BUILDING. (COUNT INCLUDES ACCESSIBLE SPACES AND SPACES SEE PLAN FOR LOCATION. USED BY CART CORRALS) GENERAL NOTES FOR SITE PLANS --'--- _ 0 I PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A 2 CODE REQUIRED PARKING SPACES (ONE (1) SPACE PER EACH ONE HUNDRED (100) - - - - - - - - - - - - - - - PAINT STRIPING LEGEND PROPOSED LAND USE 0 A SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE PERVIOUS AREA: 28.6 /o (4 ACRES) SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH BUILDING AREA: 28.6 % (4 ACRES) MAINTAINED FOOTCANDLE LEVELS AT GRADE. LABEL MAIN LOT SUMMARY FRONT DRIVE SUMMARY CALCTYPE ILLUMINANCE ILLUMINANCE UNITS FC FC AVG 4.57 6.53 MAX 10.3 24.6 MIN 1.5 1.3 AVG/MIN 3.05 5.02 MAx/MIN 6•87 18.92 PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT SG. FT OF RETAIL SALES AREA FOR THE FIRST FIVE THOUSAND (5000) SQ FT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE - PERMIT SHALL GOVERN. PLUS ONE (1) SPACE PER EACH TWO HUNDRED (200) SQ FT OF RETAIL SALES 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT AREA ABOVE FIVE THOUSAND (5000) SQ FT. PLUS ONE (1) SPACE PER EACH NLESS OTHERWISE NOTED. 400 SQ FT OF GARDEN CENTER RETAIL SALES AREA.) CONTRACTOR SHALL CONTACT MISS UTILITY S ALL CON - CT 3. EROSION AND SILTATION CONTROL MESURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN3• PARKING WAIVER FOR 602 SPACES APPROVED BY ALBEMARLE COUNTY ON AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER. 12/23/08. SYSL/10 -SINGLE YELLOW SOLID LINE / 10 WIDE FOR LOCATION OF ALL UTILITIES, __ _ AT LEAST 72 HOURS PRIOR 4. ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED AND MULCHED. SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE-��iQPQSED SITE ANALYSIS TABLE 4. PARKING SHOWN CONTAINS 90' PARKING SPACES. _SwSL72 - -SINGLE -WHITE SOLID T-24" WIDE - E`1ST4NO SITE ANAi Y-$tS TABLE -- -�'0 BEGINNING ef�TRUCTt()ii�i-- 3 THE14Axn°IUM ALLOWABLE SLOPE7SZ:1-040RZ:VERT). WHERE REASONABLY DBTAMABLE; LESSER-SLOFEs-OF 3:1 OR BETTER ARE TiPIC/AL DIMEniSIONS WIDTH: 18' TO BE ACHIEVED. WAL-MART 119,069 S.F. WAL-MART 154.789 SF,__ DEPTH: 18 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR ONE WAY AISLES: 20' DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL TWO WAY AISLES 24' 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 5. CODE REQUIRED LOADING SPACES (ONE (1) SPACE FOR THE FIRST EIGHT THOUSAND REFER TO ARCH. PLANS FOR SITE LIGHTING ELEC. PLAN. PARKING SPACES 591 SPACES* ARKING SPACE 89 SPACES* NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS ACCESSIBLE SPACES 22 SPACES ACCESSIBLE SPACES14 8 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE. CART CORRALS SPACES 11 CORRALS CART CORRALS SPACES 12 SPACES ✓ THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND TOTAL SPACES 613 SPACES TOTAL SPACES 61T 603 SPACES /�, 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. (8,000) SQ FT OF RETAIL GROSS LEASABLE AREA PLUS ONE (1) SPACE PER PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL RATIO 3.80/ 1,000 S.F. �'S' 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION EACH ADDITIONAL 20,000 SQ FT OF RETAIL GROSS LEASABLE AREA. TOTAL NOT EXCEED 0.5 FOOTCANDLES. RATIO 5.15/1,000 S.F. TOTAL DOES NOT INCLUDE CART CORRAL SPACES INDUSTRY (29 CFR PART 1926). REQUIRED = 9 SPACES. TOTAL PROVIDED = 9 SPACES. ftllor, D e w b e r r y' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX:434.797.4341 L W mm m ♦ ♦ o QCTj c .� m 6 r- c o > r N •�-+ � _ � _y O U W Lu = ro - (� n aa)i Q VJ Cz E SEAL ���p,LTH01,G K r �� i BRI N .BRA R c. No. 034285 o I p f� �SSI/ONAL��G KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so (ER FEET ) I inch = 40 ft 8 10/14/10 MAT SCD #3 7 5/25/10 MAT SCD #2 6 11/30/09 MAT SCD #1 REV 5 8/27/09 MAT MISC COMMENTS 4 8/18/09 MAT PER COUNTY COMM. 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE SITE PLAN PROJECT NO. 50011382 C-3mO SHEET NO.