Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201000081 Plan - Approved Minor Amendment 2010-10-21
E Ik Al u . ._.._ '•,a-,,:xc �: - f; ...•',i�3:5�i'.-,. ",',ii+r�'c�."'j :5i i- - $ .. • :. �.- .,y..._ \ W �' >•^.".: •.,:.L _ {•�• FO PRESENT•USEo RETAIL D G D D r b D B �, (SAM'S CLUB) k.f I EXITI G RETAINING VVP� MAIN SWITCH GEAR CONCRETE PAD tQ ,,�'• K CO C. I a'o Fs}• RETAINING 'g.; W LL a� !0 v I e 12 8 ❑ 106 .r GREASE INTERCEPTOR PA LL�T ALLY ` TIE INTO EXISTING RETAINING WALL ' ' SEE ARCH PLANS ° sf ': Y d X RE/�. ;L t ,• g . NEW /'Wal a r ( / POT OWNER: ROSENTHAL, ROBERT H. AND _ S w ;r'. / N E Y Y i�� EXISTING ;fir '',: • :'' GL TIE TO TIN `� HARRISON pI .(> f BUILDING WALL ''v °1 O:gIAME7E Q ! ' ZONED: HIGHWAY COMMERCIAL O G1,.. 01 D ,�r ' "'F �CK'TUKKINC�•, •` � o "� , EXPANSION # 1 780mO9 PARCEL #: 04500-00-00-06800 , ': • IV Wf SfQI WA K USE: COMMERCIAL ;;, , : ';•'A�tIrA` a. '2n' P, EE fE PRESENT /J// ET .01 (CAR DEALERSHIP)If 1 Rom,NV /\/��J� a-s C 150E,�G R --:.• :a, ', 't' 3 Y DV1-3HS �....,4'.;'. :vIQ:soi{ s ,a EX�STINC� 119 009 S F (APPROX )I.•L', �-�••' °�-•�11VOTW. nH&l j t NF VFJQT D. � cfl NEW CONCRETE RETAINING WALL BENCHMARK: #2860 PAINTED'X' ON SOUTHEAST CORN R I OF STORM r STRUCTURE ELEV.=440.067 GREASE INTE CEPTOR I SEE ARCH PLANS EXISTING NCR RETAININ ALL 1 2 3 OWNER: COMMONWEALTH OF VA N36'43'30"E ZONED: HIGHWAY COMMERCIAL & COMMERCIAL CH=286.04 PARCEL #: 04500-00-00-068D1 /' L=287.35 PRESENT USE: VACANT �./ R=868.81 Tan=145.00 ���� ��.•�� 5' U" ' 1 000 BERKMAR DRIVE S.R. 1403 _._- ---'` 01 owro - - N46' 12'00"E-"260,00' - �" '"`- s� (TO PRO RTY CORNER) 1 r t TIRE AND BATTERY ,v u: czna mum vac �e �> i r+g as .$cca� sr as nrss us ass a a a VSI 15' ELECTRIC EASEMENT LO (VIRGINIA ELECTRIC POWER C0.)1 V S 72 EXISTING �� - PROPERTY LINE N SEE ARCH PLLAANSION (3 BAYS) - I �---UGi•--UGE-^ �Fa,. • _- �-�.0. ,& d- �`�' .�,�r. : � ��.� ,•y° - , i .�'�:.- °'fir,,-,,-��,- g + � a' �a�ry x Vus'}_. �., -(a' 'as'�''`,..," � �.a; , s��, - ..Y:a;ei. '.�+��� e.�' _' _�s ;t_ r•Cy .y-� iF,. rs�,.. c�, s'�`� � .. ct' _u-r.T•�-mE#;�_+'tu.�,..�<a+,.x,n . 4 1 N7�48 3.0" \ \ CH 65 \35 L= 13\ \ R=4 .00\ on= 7.5� \ 93' 7,0p» N n ,Y' . 1 \ 3 ` \ 1 \1LECTRIC E ENT I Co.) I OWNER: SAM'S REAL ESTATE _. OH BUSINESS TRUST -F1EW RA S-HIGHWAY COMMERCIAL 1 I � EXISTIN I a 9 ' PROPOSED 154,789 S.F. (APPROX.) NEW F F" F"E" = 441 "2 ON -GRADE CONC D TE A 017. � W Q WALKWAY (SEE STAKEOUT PLAN) --3 3 �'. •< TION (30' HIGH) 11 �Nlr N E ,' �. �Y"T. '.g •r, �� zo ! WSL / 24" l I H NEW DO R 31 ST G-1 N W VD T ST . + 15 D C -6. /Tl T XI I G. EW!3'CIO 'CR E 14 ` - M� BUFFERA P.) 9' tyP• ' I i l GARDEN CENTERENT NCE (SLIDING GATE) � ,_' ' / BENCHMARK: #1 48 60p NAIL IN PO L O C ` � �<• ' -` `b�` #TK57 ELEV.=44 .167 EXISTING � �' sulLD FOUNDATION y Z / PLANTER (typ.) D Y ' G T (/ 10' PARKINC SEE ;• �;;. 1- '. ARCH. _ I ,, , � � ,�, r��, , �,t : w � � •.t PLAN} �� � a i•Y4:.Q•'r;ta t,�+.':`i •ji ;l,S, gw' y: v•5"QJ, EXISTING V.• �� O TRAFF "4GRAL - o l , v7 co lial R _ x SWSL / 24" r .e TAPER CURB & jiPVTTER - - Row a ROW 6 ,'�ej.... • • , E. , 1 LEGEND PROPOSED BUILDING PROPOSED VDOT STD. CG-6 30" CURB AND GUTTER PROPERTY LINE PROPOSED LIMITS OF DISTURBANCE -••xxx- - EXISTING CONTOUR ELEVATIONS xxx PROPOSED CONTOUR ELEVATIONS EXISTING RETAINING WALL NEW RETAINING WALL NEW VDOT STD. PG-5 CONCRETE DITCH (TOP OF RETAINING WALL.) NEW TRENCH DRAIN ------------- (BASE OF RETAINING WALL) ® a EXISTING STORM STRUCTURE [NJ NEW WATER QUALITY UNIT (FILTERRA) SD EXISTING STORM SEWER PIPING NEW STORM SEWER PIPING -OHE&T EX. OVERHEAD POWER & TELEPHONE - UGT NEW UNDERGROUND TELEPHONE '--- UGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE --- SS NEW SANITARY SEWER PIPE --- W ----- EXISTING WATER/FIRE PIPING. W NEW WATER/FIRE PIPING G NEW GAS PIPING CHAIN LINK FENCE 20 PROPOSED PARKING SPACES SYSL/4" 12� ASSOCIATE PARKING SPACES `J SWSL/4" - CC CC CART CORRAL LOARIidG LOADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. COO NEW CLEAN OUT DI-11 DRAINAGE STRUCTURE INDICATOR WQ-1 WATER QUALITY STRUCTURE INDICATOR MH-2 SANITARY STRUCTURE INDICATOR ® GRATED DROP INLET XX% DIRECTION OF OVERLAND FLOW/ --'�-y► W/ GRADES CURB INLET SINGLE FIXTURE LIGHT POLE AND BASE 2 FIXTURE LIGHT POLE AND BASE 3 FIXTURE LIGHT POLE AND BASE SHIELDED 2 FIXTURE " -LIGHT POLE AND BASE SPOT ELEVATION WY DQ GATE VALVE IN VALVE BOX TO BE FLUSH H o ..... .. , .. , PAVEMENT ONT W. .i.: • ...... ... ''.'.' �'• DD .� I WATER METER [} o �j OF SIDEWALKV wnl F +earl• M.'.' ,.'.'.'.'.'.. . T 'T -�- NEW FIRE HYDRANT Ell TERRA M - - O' HIG ow /V I ----- -6- EXISTING FIRE HYDRANT t ' QUALITY NIT RC , . • IT GHTING POLE W / TYP. _ OWNER: S & B REALTY VENTURE, LLC V 14 V BENDS AND TEES (ALL SIZES) _ - D. MS-1/ j , "- E `' ZONED: HIGHWAY COMMERCIAL :: I OUNTABLE ISTING 2Q' I I r+ PRESENT USEPARCEL #: : COMMERCIAL NEW MANHOLE CC o • • • • • DGE. SEE I / CAR DEALERSHIP) CLEAN OUT THIS / - .. -. EMEN ,w_ • CC p SANITARY SEWER / ! P Q CC ' ' .. 'P SAS T J j I ,��'► / �' POWER POLE 8 N I SITE LEGEN D xt 18 21 `" o � ., / GAS METER p / A "TRUCK EXIT" SIGN (RIGHT ARROW). SEE (PLAN FOR LOCATION. - 1 0 _ r o ❑ TRANSFORMER PAD .s;":-_';M•,u" B "� (M / B 10' x 15' STRIPED AREA PAINTEDARCH LPLAINS.T 45 DEGREES 2'-0" OC PIPE BOLLARD ` s 24' 24' ""18 24' $� 24' --18'- -1B'- 24' 24' 24' 24, 18 18 24� 1 8 24' O AT JIB CRANE LOCATION. SEE PEDESTRIAN CROSSWALK WITH B" WIDE PAINTED WHITE STRIPING PARAIIEl TO DIRECTION D'O UTILITY BOLLARD u: Cc - 1 © OF TRAFFIC AT 2'-0' O.C. AND (1)-80 VtMfTE STRIPE PERPENDICULAR ON BOTH :ky _ --•- P 21 33 � � I' ) ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH, 1 23 21 21 - 21 21 12 29 I % ( ' 00 / D PEDESTRIAN CROSSING SIGN 1tN TYPICAL AT PEDESTRIAN O EXISTING TREES 21 21 8 SYSL/4" EliO CROSSWALKS AS NOTED ON PLANS. 4 I OE "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL SEE DETAIL SHEET. `,: / o / OEP NEW TREES ,�ti S S ' m� �: J OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHCONCRETE JOINTING AND FILLERS TO BE ITECTURALD PER ECONCRETE).TAIL AL l t.. p � R � �. HEAVY DUTY ASPHALTIC ' r ' I EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, ETE M S ___ / ' j jt © LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REWIRED.CONCRPAVEMENT 2 L R / ' I ' J ' RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. ;. .r� N W J 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. STANDARD DUTY ASPHALTIC NEW STORM ATER x� / --� 1 / I CONCRETE PAVEMENT _ C� APE v •q AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS UNDERGRO N ,. ISLAND (t p.) / / =/ O FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. DETENTION:Y, ..•.._a _ a... _ , _ _ _. a._ ... >.� _.� ... .... -- - ' 1 • ; �' "'� - � 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. ' � ' ' • ` • HEAVY DUTY _ I K CONCRETE COMPACTOR PAD ,a ,� } CONCRETE PAVEMENT (5 - O REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. (5 (5) caf f / ASPHALT OVERLAY (2" VDOT 7 (8 1 ( • O EXISTING CONCRETE TRANSFORMER PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI >` p L SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. MPV-600 NON -WOVEN ASPHALT • I. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED„ REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID, 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2O08 SURVEY BY DEWBERRY 9, NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON 07-09-08. (PREFERENCE) 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". 11. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. 12. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT 5 KV 3 Q 90 DEGREES TOTAL LUMENS LLF TOTAL WATTS 132000 1 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 1,000 452 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 1 908 DESCRIPTION GFR-FP-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT -� 8 C SINGLE TOTAL LUMENS LLF TOTAL WATTS 1710 1.005 29 DESCRIPTION TYPE 103 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT ®TOTAL i 19 1 D SINGLE LUMENS LLF TOTAL WATTS 12800 1.000 218 DESCRIPTION GBWS-3-175-MH-F-MT-GPT 10' MOUNTING HEIGHT SYMBOL QTY I LABEL ARRANGEMENT ❑ II IE SINGLE TOTAL LUMENS LLF TOTAL WATTS 5200 1.000 1 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 7rTOTAL WATTS 44000 1.000 452 DESCRIPTION GFR-5-400-P MV-F 20' POLE 3' BASE SYMBOL QTY I 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' ACCESSIBLE PARKING SPACE TYPICAL SEE AINSTALL + I / CCESSDETAIL SHEET FOR ACCESSIBLE OVERLAY FABRIC. ST " " - TOTAL PROJECT WATTS TOTAL WATTS = 28796 ;:; ASSOC TE PARKING � M PARKING SPACE SIZE, SIGN AND SYMBOL (VAN -INDICATES VAN FABRIC PER MANUFACTURcR S :4; ^� a'�, ♦` / rr ' I ' ACCESSIBLE SPACE) OTHERWISE NOTED IONS.) UNLESS OTHERWISE. STRIPES SHALL BE s:A + SWSL/4 I / l N PAINTED ISLAND TYPICAL UNLESS NOTED OTHE . R80 / ' / I ' I O PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE. PAVEMENT OVERLAY IN THIS AREA as + I ' SEE DETAIL SHEET. .� ,,• / { WELL EXCEED 2" TO MEET PROPOSED GRADES. EXISTING T 4 f- rj� T / / ' i @ STOP SIGN "NO OVERNIG aj' / --__ A/ _ _'� / / j PARKING" SIGN ,,� / .� I ( ' 4 OP CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL AREA OF STORE rt^ B NE•�N VDOT STD..- _� I EXPANSION B NE*,CONCRETE / CG-6. REPIjGf -- -- 4-.'f - 4 t AO / 3 SS'I / Q "Do NOT ENTER" SIGN �� 1 O - HEAVY DUTY CONCRETE SID ALK ��� EXISTING. SEE ``-- •` fw ,,, 9L�1Cil0 PLAN. «may - - fb1 R 2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW BUFFER 3 TYP UNLESS STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE. TYPICAL -SEE DETAIL SHEET. NOTED OTHERWISE. a 7' 1�1a'gA' WAL-MART TYPE "A" CONCRETE CURB AND GUTTER TYPICAL SEE DETAIL SHEET. V WIDE PEDESTRIAN STRPNG SWSLL/e ACROSSWALK. T 2'-0" O.C.PERPENDICULAR INSIDE EDGE U ES. s Y S31' ZO+ g h S6 �Os �- �T PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET / " `6 29'gHE HANDRAIL TO BE INSTALLED(APPROX. ALONG SIDEWALK AS SHOWN. SEA ARCH. • 4 224.99'-'--S 6'17'05"W rl3 n� _ _ Oy�E _-- --- U © PLANS FOR DETAILS (APPROX 143 LF) t S46 1 W ,08 - - oHE EXISTING BUILDING SETBACK LINE PER ZONING ORDINANCE. 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 Ave/MIN 3.05 5.02 MAX/MIN 6.87 18,92 r; OH------$-- -- �'--- - - 0 E - - - OHE - --- - OFfE - OHE -- -- OFIc �F3E---- -- 'OI- " --- -- - OFIE O TRAFFIC SIGNAL O "NO PARKING FIRE LANE" SIGN. SEE DETAIL CC VDOT STD. CG-2 CURB _ 8 REQUIRED PARKING DATA 2.65 S01'53'49"E -- - � ' EX. MONUMENT SIGN OO�p N4p CH=43.96 W AISLE INDICATOR SIGNS TYPICAL MOUNT ON LIGHT POLE C;/ 12" X 18" METAL SIGN 1HAT STATES "PALLET AND 21 W O EXISTING RIGHT IN / _ _ _ _ _ _ - __ _ __ _ - I_ I _ __ u I u, n I Tp gE {�EPED- �'I - -- -- WHERE APPLICABLE -SEE DETAIL SHEET. BALE RECYCLING ONLY. SEE "SITE SIGN BASE DETAIL"LOCALITY -_� -- -v , - - - RIGHT OUT ENTRANCE -U • �• F I G vr�y AY -2 SEE ARCH. PLANS ° w L=45'93 " " BASED ON: ACTUAL RETAIL SALES AREA: 117,318 SF 76 _ _ TO --.REMAIN - �-w- - - - -- --- - --- - - -- -- - --- ---- - - - -- -- _ - - I&=TI1 G E RNAL �. -� � I R=45.00 - _ _ _ - ___ I�X wAL-MART TYPE B INTEGRAL CURB �C GUTTER. GARDEN CENTER AREA: 5,129 SF 596' __ _ - _ _ __ _ - NOTES: _ _ SOUTH BOUND LANES �'� A=58'28'27" O "NO TRUCKS" SIGN. SEE DETAIL SHEET. 1. ALL WAL-MART CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE -- \ a• m PAINT STRIPING LEGEND PROPOSED LAND USE A SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE PERVIOUS AREA: 28.6 % (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) SYSL/10" - SINGLE YELLOW SOLID LINE / 10 WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE EXISTING SITE ANALYSIS TABLE WAL-MART 119,0.69 S.F. 1 SPACES* NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 0.5 FOOTCANDLES. PARKING SPACES ACCESSIBLE SPACES CART CORRALS SPACES TOTAL SPACES RATIO 22 SPACES 11 CORRALS 613 SPACES 5.15/1,000 S.F. REFER TO ARCH. PLANS FOR SITE LIGHTING ELEC. PLAN. PROPOSED SITE ANALYSIS TABLE WAL-MART 154,789 S.F. STD. PARKING SPACES $ 584 SPACES SPACES* ACCESSIBLE SPACES CART CORRALS SPACES 12 SPACES TOTAL SPACES 603 SPACES RATIO 3.80/1,000 S.F. *.TOTAL DOES NOT INCLUDE CART CORRAL SPACES ALL SITE LIGHT POLES AND FIXTURES TO BE PAINTED BLACK. CONCRETE POLE BASES TO BE PAINTED TRAFFIC YELLOW. "TRUCK ENTRANCE" SIGN (RIGHT ARROW). OF BUILDING. (COUNT INCLUDES ACCESSIBLE SPACES AND SPACES SEE PLAN FOR LOCATION. ALBEMARLE COUNTY ENGINEERING USED BY CART CORRALS) 0 GENERAL NOTES FOR SITE PLANS 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) PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT 5Q, 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 GIVE (1) SPACE PER EACH TWO HUNDRED (200) SQ FT OF RETAIL SALES AREA ABOVE FIVE THOUSAND (5000) SQ FT. PLUS ONE (1) SPACE PER EACH 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT OTHERWISE NOTED. 4'00 SQ FT OF GARDEN CENTER RETAIL SALES AREA.) NLAT CONTRACTOR SHALL CONTACT MISS UTILITY S ALL CONTACT 3. EROSION AND SILTATION CONTROL MESURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLANS, PARKING WAIVER FOR 602 SPACES APPROVED BY ALBEMARLE COUNTY ON AND SHALL BE INSTALLED, PRIOR TO ANY CLEARING, GRADING OR OTHER. 12/23/08. FOR LOCATION OF ALL UTILITIES, �+• AT LEAST 72 HOURS PRIOR ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED AND MULCHED. 4, PARKING SHOWN CONTAINS 90' PARKING SPACES. TO BEGINNING CONSTRUCTION 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORZ:VERT)• WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TYPICAL .DIMENSIONS WIDTH: 9.0' TO BE ACHIEVED. 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' MAXIMUM NUMBER OF EMPLOYEES: 350 MAXIMUM BUILDING HEIGHT: 32' 8" DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL TWO WAY AISLES 24' 7. ALL TRAFFIC CONTROL SIGNS $HALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 5. CODE REQUIRED LOADING SPACES (ONE (1) SPACE FOR THE FIRST EIGHT THOUSAND 4 _,? Dewberr , y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 ��;#.;�'.�Li�±: •type Rey :owed and Approved by the Cornrnunit aV(V, ""prnent Department Date I �llW I D File# AWDI,- v �� 9 QCO .W s� E r. a: T' -F 0 LM c Th = c O U W2: � E a °' Q V� cz E SEAL ®�O< R 0. B N B D ER Z ic. No. 034285 L1110G��' KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so {nNFEET ) 1 inch = 40 It 9 10/21/10 MAT Per County Comments 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. 3 712/09 MAT PER COUNTY COMM. 2 6/8109 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. 5001 1382 C-3nO 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. (8,000) SQ, FT OF RETAIL GROSS LEASABLE AREA PLUS ONE (1) SPACE PER 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 INDUSTRY (29 CFR PART 1926). REQUIRED -, 9 SPACES. TOTAL PROVIDED = 9 SPACES. SHEET NO. .... ...................... _ _ _ _ _ 1 2 3 4 GRADE THIS SECTION TO ALLOW 30" NYLOPLAST N.Sb 413 .)U i i `N73'48'30" \ \�\\ g i FOR POSITIVE DRAINAGE TO BRAND INLINE CH=286.04 ,.- _ CI= 65.35 L=287.35 ,.- -- _ L=7`3-IZ-' NYLOPLAST INLINE DRAIN, DRAIN WITH 30" `/ \ � � o STD. H-20 GRATE. R=868.81 9 83 �� \ R=45.00 \ CONNECT ROOF DRAINS TO MIN. SLOPE = 1.0 /o ��.I NEW 12" STORM LINE. INSTALL GRATE: 439.75 AT A MINIMUM OF 1.25%. INV W (12") - 436.80 �,,. Tan=145.00 �,."I +dQ- an=47.52 INV OUT (18" - 36.70 f + 15 '� rr ` '� '-RETAINING WALL "B" 93 07 00 •� ' ca I I ERK AR DRIVE S1443�1 ti . __---- ---465 Un So 4 �1 1 _ 465Cq O , :E:,tWT \\ o (+ I �ITORG.r-Y)--.�_�.,`, ..'.` -•.. ""- �".,. CO � ( it -,,. ,.. �� J' � / / ..- ter--- _ -- `___----���-. -- ---_..-_.� =�=•` - _-- - IC __,_ _ =.. -•--....-• , r ...- \ 1 01 ME_�cN$F -., t\ \11\ / / .,'�j r/�// - .-� ._.. �. � -- -- „-_ ._._.= `` -=•=' -' ' ' --- _ _ ' _ =-� --' _-�`�EU� .G�tE�, ��E14fE�� `. ,`. --. ,-,,..ti `�\ `� i` � \a \ I \ \ \ ( J / III (((� / ,'- ` f f , / -.--- _"--.:.-_" --- "--=' =-�= �._.-^-- � =-"' - -�.= -���= yam'----'�_ --- - I _ ` -. `` - -•� \\ �\ `�\ '1 i �----�`�� `�i\ t � f sQ sD ~ 1 f " 31iI I I 1 ! w ( NEW DOWNSPOU x9" ' TS 4" FOUNDATIO I , _ , �(VDOT STD. PG-5 1I I )1/ji / (� NEW 18INV IN �1 O __ �_ j DRAIN / / 1 t t t 1 1 � t i - 11 1 I I I 435.73 AT EX. LOCATIONS (TYP, FOR 11)-----._ ( t i ! t t i �- I I �UllCONCRETE DITCH I I � r t ' ,11/ 11/ !/ / I I I (REF. ARCH PLANS} �---F. ARCH P� I SEE RETAINING Wa4LL ( �` I f I -.� DI-� 1 I n PLAN &PROFILE +TYP. , -' ,� I,�1111/1 / ��'j,� 5 t ( (4. THICK, D = 1',l W = 1 (( Ij� /11 r /!' ( I I -- ( ! 11 t I ` 10" STORIW / z(! j/ '; ,,, l�j{� Ijf [ - - _ _ i I CONTRACTOR SHALL R F TO ARCHITECTURAL PLANS F R-FXACT { EWER / t1'�' 11 v t` ( ❑ RETAINING WALL "A"p �= f i / / Iflff [I - - II LOCATION AND DIMENSION F VESTIBULE, SLOPED PAVING, EXIT -- LOCATION ARbH PLAN\\ it i t\� y //!� PORCHES, RAMPS AND TRUCIk'00CKS, PRECISE BUILDING ( 1 kI it t io 1 Ijl !• DIMENSIONS AND EXACT UTILITY E NCE LOCATIONS. fI i f rl I I y ICI! It { F f f f r I` / f�ff# '` \ { I (jilt (III [ Irt `�- i I (Iit 1 fff / fff p f' {�[ri�{kr I ►I �.. — ((I [ [ \ \\ I jf (If( I� ( �401�F BREAK IN IDIRECTICiN F FLOW R TRENCH DRA IIWal a • �S 1 1 \ ', l li(I Ij I I I(1f f /!f� I Ill►{I [ I II WVDOTSTD. II E tali/ (��If(4'II i{�IhiiI�t It fNEW , II j 1` ' / IIIIIIIIIill I I( I! I f f� 1 1 l� (I r II �``. o I\ THR AT l i[ l l� ! I I / I I ( II I I (f �( �(► . '. PANSIONI�9111 IIl 11 ��! W SIDEWALK f [I[ I III (I I� i,I.SEEI I I f ' I Z I II', 6y OLYDRAIN TRENCH 0 N. SEE ss a RA P. D II I( (I LI III ETI IL THIS SHEET. `�I - - - ! / T S SHEET I I • I (I I�il a II 150E G R N O \ [ t EXISTING 119,069 S.F. (APPROX.) /.:./ i 11 I ( DOT STD. CG111 I I (' ( I( Jill, I( I // l PROPOSED 154,789 S.F.(APPROX.) 2:1 MAX SLOPE I 8 ; • -'I . /I, I / // ff' i � / I f # // J I II _ EX. CATCH BASIN TOP 1 F . F . E . - 441.2 TO BE REMOVED AND REPLACED w/ /I I I/// ` �,f �[ I II EwvD _! / II .I � STD. G-1 ,� � ,..t�t, t t Q ', I/ , / ,� ► pl-� NEENAH MODEL R-3560 FRAME AND G E , I / l f / I! 1 t ICI lY/ i 1 / �; i I{ i / I �I 32 LF OF ABT, TOP TO BE FLUSH W/ NEW PAVEMENT _ !I Ir( {�{ { { (I ' INC. TF-14 CONCRETE TRENCH DRAIN (PART TIE IN CONCRETE GUTTER TO TOP OF EX-8J' 8, 8N, & 9) LOCATED ALONG EDGE OF SIDEWALK "--' W/ DUCTILE IRON SLOTTED GRATE & FRAME PART NO. NEW GRATE' I� ( I I II i [ II. (� 1 [ p { li I[ { ( I ( 1502.14). GRATE 440.60 `� t o \ I _ I Ifl j I I [ II t I INVERT OUT AT END = 439.85 . - SD / it ['[ ll[fi '� � :' tIl t � II « � (( [► � f [ � (4`L -=� DI 5 / �[ [° [[I [ �f i I II 4 ROOF DRAIN 4 ROOF DRAIN ( 1 I I III �(��•, _ - lr 1 / I I @ MINI. OF 1% SLOPE @ MIN. OF 1% SLOPE 1 I ( I[II [[i[[ AND INSTALL INVERT AND INSTALL INVERTPER VDOT STD. IS-1 PER VDOT STD. IS-1 -- - NEW 8 STORM SE NE f , f,lJW1141,__ __. __ INVERT AT END OF I {f f f{f Is{� / / 4 _ -- { / \ _ L -' � + {tr ` �/ r r I ` - ___. l -- SIGNAL POLE = TRENCH DRAIN 439. 5 { f I x EASEMENT No•- D TIE INTO 18 PIPE AS I j f{ f f i / _ (ALBERMARLE_ SHOWN. fff [ !{ {fff {�l {[ j�( F (0 7 - ' • ' 44 - - - - �• - - - - 1~ �� /7a I 1r „ l (1 �, „ law { Jf III#[I /Al M H-3 { jf 13. {V i lit 1 i __-----__.. r e-- _ ._ c 440 p{s�ff i{{�ffl flfl�� {{ f {If ` f — — �= � "-.--E/ 0 1 L_,. � f " �'•.--,I �� -lj. ' r?1 �. t f l f'f, lff fff f Ifs 7s,{ { {{ fi / ff fl l , jif ! _ _. _ ~ - - 4 �. z m�.__._ �__ -__ f� ' SS SS SS S SS SS __ _ SS� / �. l( f (Jf I f1 f I -- .FJLL E TING STRUCTUR .0 O ALLOW _ _ - __ _ ` a -� {-- N — _ _ y — ! ..__.._. t — _ - —�•i� — — _ — yld I` rG ^ �1V v� I f f C!�= FOR i E WOUT-0 �#34.0 w F, - N - -� I v, SIGNAL Pq�LE PLUG INV. T OF EX! 18" R�' P r I r EASEMENT No. 3 1� j /f ffi f fl fl f . f{ f I WATERTIGH j o o C/O / ` ~ ,H _ w T vARGERM RLE CO., SEE UNDERGROU I f 1 f I f f ORM DRAIN MANH E P ` �� i _ _ ff rls�lf�I Q_ 4 \ _ - _,�-- —a f I 4 DETENTION f �f�{ f�{J ! f +`f O BE_A TED FLUSH WITH I �i 8'' - I DETAIL THIS f f ` ' N. `4 - N - - w _ - _ Sp .o / f EXI:S 1I N%20' SHEET I �f f f f f �f t. rl NEW PA 4QA - r / I f f ` / '�rL SANITARY, � !ER / / I l,, f fff• i f f \ 4, / I EASEMEN 1 '�" Ir 11 �� f J/f /ff` t f 01 / /f pp/lbf � ifff �:..-.. EMF zo• \ �, NT o 11f /ff f fl+fj if j i-t `\ `140`-.. E`ll X_ \ I f f ! ' � �/,/SID /1;y 111 l 1, \ / / f f jf b { /,l / OUTLET /l (TYP.) / \ j l� W f [ Co(`,- j 1 sfff - r \ EX. CATC SIN TOP � TO BE REM9. AN PLAr< OT i STDE M`1am \E AAND \ C FLU /NEW PAVaEVE \X\ \ , BI IIII II( �`E� )(I / - NITARY1[ 1I1I III 9 rR�ASEMENT O�e - [I Q tpU; /( EIEMARLE COUNTYI IIII II[# III ( 6 GFRVICE AUTHORITY) ioj -2 \III IiI1 `if I 0)0S / ,- - `` --- } ' w f (2 o" p XI TIN C \ t 1 - I 6 \ 000� \ \ / \ ( EASEMENT / f I /fff f// ( I \ \ 3 ELECTRIC l \(0 (VIRGINIA � I ' _ ri r I i t [, f t / �/� \ WQ-1 ELECTRIC { POWER I✓ CO. (III � ' ` \ \` \\. \ � I[{a ' i (I I \ \\ - \ \ , I _ ?. EX. 4T H BASIN TOP f / / 1 f�5- {, I j f [yNq I III ) I. ( ( \ o \ ` ) \ \\ t ca TO Bq D. DI-2 TOP EPLA ED w/ f / / 1 I f //ll / ifz-- TOP T%J E FLUSH W/ N W PAVEMENT SD SS �-� - r I its ( � �� � \ 1 � . ' ,� -�. � � (�- ~' � - : % fl I 1 / , SD 14 �/ %� / / sD/ E IING QIGNAL - - - EXISS NG 20 WA ERLINE EAS NT --- OH /. . / / /) (•. I �.R / [ ,531' 2 / -� r - -- / EMEN (VDOT)/ ® / r, , _ / f ,! I ,- -- A tE 4A8E NTY-s lE'E PTR-Rf, 435 -- - - _ �, \ = �� g __ _ — oHE - — f / 7S 46,1" 4 "W 3 08 _ / -t - - �4 - : 2 9 ' 6-17_SI"�- 1 .-- - l \ OHE OHE f In M , \ A OHE-,— OHE SDI / 1 r D00 a_ \ �� — '601'5 \\ \\ \ \, r' \ \ \ \ \ \ \ \ \ \ \ ir�I, 6H=4 \\ \ \ \ \ \ \ \ S . \ OGHW�\ 2 � � � \ (nW O L 4�. 00 R=4 5o LP dT SWH BOUND LANES ti 11 I ( [ 1 / l / y I) 1j f 1/ I / o. /1 !/ / / !I i rl ,I lrf �I llf ! 11 I i l� ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS, REFER TO MASTER SITE SPECIFICATIONS. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION REFER TO STAKEOUT PLAN REFER TO PROFILE SHEETS REFER TO ALTA SURVEY FOR ALL NEW STORM STRUCTURES DEEPER FOR SPOT ELEVATIONS. FOR DETAILS ON FILTERRA INFORMATION ON EXISTING REFER TO SHEETS C-4.1 AND C-4.1A FOR THAN 12 FT REQUIRE VDOT STD. SL-1 UNITS. STRUCTURES. RETAINING WALL PLANS AND DETAILS. SAFETY SLAB (REFER TO DETAIL ON SHEET C-9.2). N 1 \ \ �O \\ \ S UT BOUND `I\� NES \ \� 27++\ \ \ 1 \ / ) GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLAN 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION AND CONTROL INSPECTOR. 5 PROPOSED BUILDING PROPOSED VDOT STD. CG-6 30" CURB AND GUTTER PROPERTY LINE . m m m m m 0 PROPOSED LIMITS OF DISTURBANCE - --_ - _Xxx-- -- EXISTING CONTOUR ELEVATIONS PROPOSED CONTOUR ELEVATIONS EXISTING RETAINING WALL NEW RETAINING WALL NEW VDOT STD. PG-5 CONCRETE DITCH (TOP OF RETAINING WALL) ------------- NEW TRENCH DRAIN (BASE OF RETAINING WALL) ®® EXISTING STORM STRUCTURE ® NEW WATER QUALITY UNIT (FILTERRA) SD EXISTING STORM SEWER PIPING NEW STORM SEWER PIPING —OHE&T EX. OVERHEAD POWER & TELEPHONE — UGT NEW UNDERGROUND TELEPHONE UGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE — SS NEW SANITARY SEWER PIPE W - -- EXISTING WATER/FIRE PIPING W NEW WATER/FIRE PIPING •-G NEW GAS PIPING CHAIN LINK FENCE 20 PROPOSED PARKING SPACES SYSL/4" `12 ASSOCIATE PARKING SPACES SWSL/4' CC CC CART CORRAL LOADING SPACES SHOWN ON THIS lOA�ING PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED, Coe NEW CLEAN OUT DI-11 DRAINAGE STRUCTURE INDICATOR WQ-1 WATER QUALITY STRUCTURE INDICATOR MH-2 SANITARY STRUCTURE INDICATOR ® GRATED DROP INLET XX% DIRECTION OF OVERLAND FLOW --"�-� W/ GRADES CURB INLET _.moo SINGLE FIXTURE LIGHT POLE AND BASE ,--»� 2 FIXTURE LIGHT POLE AND BASE 3 FIXTURE LIGHT POLE AND BASE SHIELDED 2 FIXTURE LIGHT POLE AND BASE SPOT ELEVATION WV G,w4 GATE VALVE IN VALVE BOX V WATER METER 4- NEW FIRE HYDRANT -�'._;- EXISTING FIRE HYDRANT BENDS AND TEES (ALL SIZES) NEW MANHOLE C CLEAN -OUT $ POWER POLE GAS METER ❑ TRANSFORMER P/ a PIPE BOLLARD 00 UTILITY BOLLARD 00 EXISTING TREES -0(? NEW TREES FOUNDATION S ON WAL MART CHARLOTTESVILLE EXPANSION STORE NO. 1780-09, ALBEMARLE COUNTY, VIRGINIA 5/22/09 (revised 7/24109) UNLESS SPECIFICALLY INDICATED OTHERWISE INTHE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE 'THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT. LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLSIDOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB TIECKNESS. THE 4" THICK BASE MATERIAL SHALL CONFORM TO VIRGINIA DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 208, GRADATION "2113", DENSE -GRADED AGGREGATE. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASURENIEYTS FOR ALL CUT kkND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENNT ALTERNATIVE BASE OR SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL, SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUBZEbIENT5: CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON -ORGANIC ON -SITE SOILS (CH AND MIT SOILS SHALL NOT BE USED FOR RETAINING WALL BACKFLL) OR AN OFF -SITE BORROW HAVING A CLASSIFICATION OF CL, ML, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. OTHER MATERIALS MAY BE SUITABLE FOR USE AS CONTROLLED STRUCTURAL FILL MATERIAL AND SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO BEING USED. A MINIMUM STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 95 POUNDS PER CUBIC FEET FOR FILL MATERIALS SHALL BE USED. CONTROLLED STRUCTURAL FILL SHALL BE FREE OF BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET BELOW STRUCTURE SUHGRADES, AND A MAXIMUM PARTICLE SIZE OF 4 TO 6 INCHES BELOW THAT LEVEL. THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSTTE SOILS USED FOR FILL. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW UPPER 4 FEET <20 MAX> <50 MAX.> BUILDING AREA, UPPER 4 FEET <20 MAX.> <50 MAX,> SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. BASED ON THE BORING DATA, DIFFICULT EXCAVATION CONDITIONS ARE EXPECTED AT BORINGS B-3, B-5, B-6, AND B-18, THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-ISIART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY FROEILING & ROBERTSON, INC., DATED MAY 22, 2009 (revised 7124/09) (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). TRENCHDRAIN DETAIL (NTS) 6" POLYDRAIN TRENCHDRAIN SECTION WITH GRATE # 506 AND PART NUMBERS 010, 020, 030, 040, 050, 060, 070, 080, 090, AND 100 (TYP OF 8). 5:5' OF SIDEWALK BETEEN \ TOP = 441.15 (TYP) SECTIONS (TYP )CHDRAIN SLOPE TO (DRAIN. (TYP) 6" OUTLET (TYP) 6" STORM @ 0.5% LOCATED ADJACENT TO TRENCHDRAIN. BREAK IN DIRECTION CONNECT TO DI-5 AND 12" OF FLOW FOR TRENCH DRAIN STORM IN REAR OF EXPANS AS SHOWN ON PLANS. oe CZWr)1A/h1 nNI 131 ANIC L 50 ilk roll i 4�3 I. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REEFED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PIPE MATERIALS ON THIS PLAN IF REQUIRED.) 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT. 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. II. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABiOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL. COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS, 15. TOPOGRAPHIC INFORMATION IS .TAKEN FROM A MARCH 2O08 TOPOGRAPHIC SURVEY BY DEWBERRY. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. UNDERGROUND DETENTION DETAIL 48" ADS BRAND N-12 DOUBLE MANIFOLD COMPONENT WIT CLEANOUT CLEANOUTS " •L.rr CLEANOUT ITO MH-3 48" 90 DEGREE VDOT STD. BEND MANIFOLD MHA WITH TRAFFIC COMPONENT RATED FRAME AND COVER. WITH 24" DIA. RISER DI-3A 48" 90 DEGREE BEND MANIFOLD COMPONENT DIA. \ RISER * O CLEANOU 48" ADS BRAND N-12 CLEANOUT DOUBLE MANIFOL VDO STD. MH-1 WITH TRAFFIC - COMPONENT WITH RATED FRAME AND COVER AND 3" OUTLET. CLEANOUTS * PROVIDE AND INSTALL PLASTIC. SOLUTIONS INC. TRASH RACK ON 3" OUTLET * *SEE ADS DETAILS ON SHEET C-9.5 CONTRACTOR SHALL PROVIDE AND INSTALL STORMWATER DETENTION SYSTEM CONSISTING OF 4-48" N-12 ADS HDPE PIPES WITH COMPONENTS AS SHOWN. A NOTE: CONTRACTOR SHALL ADJUST ALL EXISTING STORM, SANITARY, AND OTHER MISC. UTILITY TOPS TO BE FLUSH WITH FINAL PAVEMENT ELEVATION FOLLOWING OVERLAY. D e w b e r r Y' '!a Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797.4497 FAX: 434.797.4341 Cn 0 � r � N Q ® .W U) o to '= rn ( rn iv c :3 �1► U) = 0 E UJ W = Qa ® LO Ca 0 Q 'f E SEAL � p,I,T OP tv v,� K. -8 lip 0 T ic. No. J03 85 � � o�j 11(1� Ar� &AaI_12 SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 8 10/11/10 MAT SCD #3 7 05/25/10 MAT SCD #2 REV 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 DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE GRADING & DRAINAGE PLAN PROJECT NO. 5001 1382 SHEET NO. AI-7Z•AWln"C l MIS lid Dewberr � F 14 0 0 JIM PRICE CHEVROLE x BENCHMARK: #2860 PAINTED 'X' ON. 9 SOUTHEAST CORNER OF STORM STRUCTURE ELEV.=440.067 12.65' LSD 7'21 "W I Existing 15" oak (2) Existing I— __ ...._ — .____ __ n/ L= / J. 1 J ` A N36'43'30"E / -'� R=45.00 CH=286.04 f Tan=47.52 L=287.35 a=93'07'00" -� R=868.81 Tan=145.00 A=18! 57' 00" SO \ �W \ a L T Existing 15" oak (2) Existing 18" oak °D C4 _ _ — — — _U : S.---H-f-C HZA-� 2 9— � _- ��; SAM' 5 CLUB `w T OXY Ex. Taxus shrub bed Q Existing crape myrtle Existing 18" oak a 17 x� "`/ ` E tin/18"Qak rLAN I SC,r /. BROWN �QUAN�TITY S U BAR U DECIDUOUS f / XIStI g 18" oak I I x 18 ,fluff o %'y 13 57 5 1 ( As 18" oak/ / J , Ex. N4ndin' ' r Sa i 7 Ex.iLuo: mus 19)(Pedge) SD -- ' — — SS — — SS — Q 'O f ` Eunym s (gr ndcover) ____-- i 1HE —` OHE HE---�— E oak _ OHE --- -- —' on _ S0 SD --- - S01'53'49"E- CH=43.96 L=45.93 - — — — 5HRUi35 G 19 15 7G 45 GKOUNDCOVEK 200 ± 5F 51ZE LAGER5TROEM(A 1 2' HT, CRAPE MYRTLE MALU5 5P. 8"- II 0" dbh CRABAPPLE PYRUS 5P. 5"-10" dbh FLOWERING PEAR QUERCU5 PALU5TRI5 4" - 15" dbh PIN OAK TILIA CORDATA . 4" dbh LITTLELEAF LINDEN CLETHRA ALNIFOLIA 24" 5WEET5HRUD EUONYMOU5 5P. 2'-2 1 /2' EUONYMOU5 SHRUB MYRICA CERIFERA 4' IHT. 5OUTHERN WAX MYRTLE NANDINA DOME5TICA 18"-42" NANDINA TAXL15 5P. 2'-3' YEW EUONYMOU5 5P. EUONYMOU5 GROUNDCOVER G"-12" HT. Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVI" E, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 ♦! ... U) CD lo�■i 0 00 : 0� a� J = c tU W W a) fr � r`n. Cis SEAL KEY PLAN SCALE GRAPHIC SCALE 0 zo do so ( IN FEET ) 1 inch = 40 ft. 4 10/11/10 MAT SCD #3 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15109 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE EXISTING LANDSCAPE PLAN PROJECT NO. 5001 1382 C�7mO SHEET NO. 1 2 3 El 5 0 F 14 iC 1 Existing 12" oak V !l r LEGEND LANDSCAPE N I. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION. "4MULCH 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. CONTRACTOR SHALL INSTALL RHUS AROMATIC 'GRO 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. LOW' ('GRO-LOW SUMAC) AS A LOW -MAINTENANCE 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. NEW LANDSCAPING 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. (SEE PLANT SCHEDULE SHEET C-7.2) 7, ALL PLANTING AREAS SHALL BE COMPLETELY PL TELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE. RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY O LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED EXISTING LANDSCAPING APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. -DETAILS 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. AA TREE PLANTING (SEE DETAIL SHEET C-7.2) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. AB SHRUB/GROUND COVER PLANTING (SEE DETAIL SHEET C-7.2) II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, Ac SMALL TREE PLANTING (SEE DETAIL SHEET C-7.2) SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. 12, ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. k OF?C 13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION, / 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. F� 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. / ! 17, REFER TO WAL-MART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. / 1 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE / COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. / 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS Exiting 10" oak( OF THE SWPPP PLAN FOR THIS SiTE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. / 22. THiS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. S / 1z� Existing 5" oak Existing shrub bWd' EX. IRRIGATION METE RPZ TO REMAIN. Existing crape myrtles (3) Existing shrub bed Existing Chanticleer Pear Existing crepe myrtle Existinc 18" oak ng 18" oak Existing 18" oak r 0 z m to 2D 18" oak _--- OHE County of AWem:arle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp Ill-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 1] Limits of clearing (outside: driplinc of trees to be saved); 0 Locadon and type of protective fencing; 0 Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearinc. 2. Markings: © All trees to be saved shall be rrlarked wish print orribbon a1 a height clearly visilble to equipment operators. 1] No grading shall begin wrtil the tree marking has been inspected and approved by a C mu ty Inspector. 3. Pre -Construction Conference: 0 'free preservation and protection rucastINS shall be reviewed with the contractor on site. 4. Eguipment Operation and Stomge: 0 Heavy equipment. vehicular traffic and storage of construction materials including soil shall not he permitted within the driplines of trees to be saved, 5. Soil Erosion and Stormwater Detention Devices: M] Such devices shall not adversely at'fecr trees to he .saved. 6. Fires: (] Fires are not permitted within 100 feet of the drip] hie ot'trees Lobe saved. 7. Toxic Nfaterials: 111 Toxic materials shall not be stored within 100 feet of the driplinc of trees to be saved. 8. Protective Fenclne: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: >] When the ground level must be raised within the driplinc oi'a tree to be saved, a tree well shall be provided and a construction detail subin itred for approval, 10. Tree Walls: ® When the groumd level must be lowered within the driplinc a tree to be saved, a tree wall shall be provided; and a construction detail ntbm itted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clenring, it shall be done as far ;:away from the trunks of trees as possible. Tunneling trader a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy reeder roots. 1.2. Cleanup: 111 Protective fe:neing shall be the last items removed during the .fatal elt:anup. 13. Darnaged Trees: 0 Damaged trees shall he treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT I5 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREYlEYTS. 0: Digitally signed byDavid Cox dDl'kcn.lHvtn Coln ,Wa!-mart Stotts Inr,. Q{I,.^.iiijJl[Y,4"L11) US 13A5d 1 -09W �Mtm'200840,27 OWNER SIGNATURE F, (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of i ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. ��' DG�A�'Ib1er sat• ry Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 L % 9MW o CO o m � m 5 T (3) C C/) = O U W W = Cal cc 0 CD n � Q IC r� v It tz E Cz SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 90 ( IN FEET ) 1 inch = 40 ft~ 7 10/21/10 MAT Per County Comments 6 10/11/10 MAT SCD #3 5 6/25/10 MAT SCD #2 REV 4 8/18/09 MAT Per County Comments 3 7/2/09 MAT PER COUNTY COMM. 2 618/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY CHECKED BY BKB 04/13/09 DATE TITLE NEW LANDSCAPE PLAN A4ai/i'�6(8 t66- PROJECT NO. 5001 1382 PROPOSED LAND USE PERVIOUS AREA: 28.6 % (4 ACRES) PARKING 8t VEHICULAR CIRCULATION: 42.8 % (6 ACRES) BUILDING AREA: 28.6 % (4 ACRES) C-7m 1 SHEET NO. 1 2 3 PLANT SCHEDULE POR NEW LANDSCAPING KEY QUANTITY NAME 51ZE REMARKS DECIDUOU5 TREES l AR 7 ACER RUBRUM 'OCTOBER GLORY 2 1 /2" CAL. B*B OCTOBER GLORY RED MAPLE CC 22 CERCI5 CANADEN515 1 1 /2" CAL. B*B F EASTERN REDBUD M5 8 MALU5 5PP. 2" CAL, B*B CRABAPPLE N5 5 NY55A 5YLVATICA 2 1 /2" CAL. B*B BLACK GUM QP 13 QUERCU5 PALU5TRI5 2 1 /2" CAL. B*B PIN OAK C5 G CORNU5 5TOLONIFEKA'5AILEYI' 1 1/2" CAL. B*B BAILEY DOGWOOD 5HRUB5 CA 34 CLETHRA ALNIFOLIA'HUMMINGBIRD' 2411-30 " HT B*B HUMMINGBIRD 5UMMER5WEET CL 52 CARYOPTERI5 'LONGWOOD BLUE' 18-24" HT. B*B BLUE MI5T SHRUB CM 20 6 MYRICA CERIFEPA 4' HT. BBB SOUTHERN WAX MYRTLE LI 3 LAGER5TROEMIA X 'TU5KEGEE' 6- 10' HT. B*B TU5KEGEE CRAPEMYRTLE NDF G I 6 NANDINA DOME5TICA'F[R.E POWER' 18-24" CONT. COMPACT NANDINA PL 38 PRUNU5 LAUROCERA5U5 'OTTO LUYKEN' 2'-2 1 /2' B*B 'OTTO LUYKEN'5' LAUREL TM 45 TAXU5 X MEDIA'DEN5IFORMI5' 2'-2 1/2' B*B DEN5IFORMI5 YEW IG 4 ILEX GLABRA 1 8-24" CONT. INKBERRY HOLLY NOTE: PLANT COUNTS GIVEN ON THE LANDSCAPE DRAWINGS AND SUMMARIZED ON THE PLANT SCHEDULE ARE FOR THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND CONTRACTOR/5UBCONTRACTOR ONLY. ALL PLANTING INDICATED ON EITHER THE PLANT SCHEDULE OR LANDSCAPE PLAN SHALL BE REQUIRED. ANY DI5CREPANCIE5 SHOULD BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE PARTY FOR CLARIFICATION. LANDSCAPE CALCULATIONS D STREET TREE5 EXISTING TO REMAIN............................................................ 30 PROPOSED SMALL DECIDUOUS.............................................23 INTERIOR LANDSCAPE. TREE5 INTERIOR PARKING LOT LANDSCAPE TREE5..............................55 TREE CANOPY CALCULATIONS 51TEAREA.................................................................. 13.25 AC TREE CANOPY REQUIRED(10%)....................................... 1.33 AC TREE CANOPY PROVIDED DY EXI5TING TREE5.....................0.99 AC X1.25 ....................................................................... 124 AC TREE CANOPY PROVIDED WITH PROP05ED TREE PLANTING ... 0.27 AC TOTAL TREE CANOPY PROVIDED (1 1 .4%)........................... 1 .5 1 AC LANDSCAPING CALCULATIONS PARKING/CIRCULATION AREA..............................................5.4 AC REQUIRED INTERIOR LAND5CAPED AREA............................0.2G AC PROVIDED INTERIOR LAND5CAPED AREA ............................ 0.2G- AC C TOTAL SCHEDULE POR ALL LAND5CAPING TREE5 EX15T1 NG REMOVED PROP05ED TOTAL ACER RUBRUM 'OCTOBER GLORY 0 0 8 8 OCTOBER GLORY RED MAPLE CERC15 CANADEN515 0 0 22 22 EASTERN REDBUD MALU5 5PP. 18 5 8 23 CRABAPPLE NY55A SYLVATICA 0 0 5 5 BLACK GUM QUERCU5 PALU5TRI5 57 14 13 5G PIN OAK CORNU5 5TOLONIFERA'BAILEW BAILEY DOGWOOD O O 6 G LAGER5TROEMIA 1 1 7 0 4 CRAPE MYRTLE PYRU5 5P. 13 2 O 1 1 FLOWERING PEAR B TILIA CORDATA LITTLELEAF LINDEN 5 5 5 SHRUBS CLETHRA ALNIFOLIA G 0 0 G 5WEET5HRUB EUONYMOU5 5P. 19 0 0 19 EUONYMOU5 SHRUB CLETHRA ALNIFOLIA'HUMMINGBIRD' 0 0 34 34 HUMMINGBIRD 5UMMER5WEET CARYOPTERI5 'LONGWOOD BLUE' BLUE MIST SHRUB 0 0 52 52 MYRICA CERIFEPA 18 18 20 20 50UTHERN WAX MYRTLE LAGER5TROEMIA X 'TU5KEGEE 0 0 3 3 TU5KEGEE CRAPEMYRTLE NANDINA DOME5TICA VIBE POWER 7G 4G G 1 91 COMPACT NANDINA A PRUNU5 LAUKOCERA5U5 'OTTO LUYKEN' 0 0 38 38 'OTTO LUYKEN'5' LAUREL TAXU5 X MEDIA'DEN5IFORMI5' 45 24 45 GG DEN51fORMI5 YEW ILEX G LAB KA 0 0 4 4 INKBERRY HOLLY Stu IIUIN MULCH[TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND f FERTILIZATION SYSTEM PLAN SECTION 1. TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUYAS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 4. 3" BERM TO HOLD WATER. 5, FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. V ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLINGROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 113 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. LARGE TREE PLANTING (1 4' OR GREATER) n M.T.S. MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND / �-- 0 FERTILIZATION SYSTEM -7� PLAN 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD BARK MULCH OR APPROVED EQUAL 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL-ROUGHEN SIDES OF TREE PIT, 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL 6. TREE WRAP 7. 4" MIN, OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN) 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 10. PREPARE PLANTING SOIL AS SPECIFIED. 11. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 113 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE, D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS F, IF SITE CONDITIONS REQUIRE GUYING OF THE TREE, FASTEN #10 GUY WIRE TO STRONGEST TRUNK AT THE CENTER OF THE MULTI -TRUNK TREE. MULTI -TRUNK TREE PLANTING__, N.T.S. I /- MULCHITOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM PLAN 1. TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 3" BERM TO HOLD WATER. 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 113 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SMALL TREE PLANTING (14' OR LESS) XX N.T.S. 6 1 6 8 SECTION 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. 12" t CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH 5. SLOPE BOTTOM TO DRAIN 6. 18" t AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. 8. WATER TABLE FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. POOR DRAINAGE CONDITION N.T.S. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE - FRONT OF PLANTING BED. -I- + REFER TO PLANT + + T SCHEDULE FOR SPACING + + + + SECTION PLAN 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MIASS/HEIGHT 3.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. S. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SHRUB/GROUNDCOVER PLANTING N.T.S. Dewberry & Davis, Inc. 551 PINEY.FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 W 9 1 0co " =3 CO 0 _ 0 LJ Lj = co ttf I- � °' a J� co 1 Cz SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20, 40 50 IN FEET ) 1 inch = . 40 it. 6 10/11/10 MAT SCD #3 5 5/25/10 MAT SCO #2 REV 4 8/18/09 MAT Per County Comments 3 7/2/09 MAT PER COUNTY COMM. 2 1 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE I BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE NEW LANDSCAPE DETAILS -L PROJECT NO. 50011382 C�7m2 SHEET NO.