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HomeMy WebLinkAboutARB201500067 Plan - Approved 2016-03-08CORNER PERSPECTIVE OF PROPOSED RTU SCREENS &_2 00 i 0 x i cV Q� i A2 � I I ROOF PLAN A2 SCALE: 1/16" = 1' -0" i VARIES 1, A4OU)ND OM�� rv>Jnnvv 2 PIPE PENETRATION DETAIL A2 SCALE: 1 1/2" = 1' -0" RE: NOTES BY SYMBOLOI 02 11 ROOF HATCH AND CURB DMENT FNAC UNIT - RE: IJECH DWGS TREATED WD BLOCKING --- - - - - -- ROOF CURB BY MECH CONTRACTOR ') Fr=_ ROOF MEMBRANE FLASHING RIGID INSULATION PANEL SADDLE I TAPERED INSULATION CONT TREATED 2X WD BLOCKING NOTES BY SYMBOL: 01 SANITARY VENT - RE: PLUMBING DWGS & DETAIL 2/A2 20 PIPE PENETRATION MUZAK SYSTEM RE: DETAIL 2/A2 O EXHAUST FAN FROM RESTROOM(S) - RE: MECH DWGS 04 TAPERED INSULATION SADDLE 1 O COORDINATE ROOFTOP LOCATIONS WITH MECH, PLUMBING RE: MECH FOR DETAILS ON UNITS & STRUCT. RE: DETAIL 3;/A2 FOR ROOF CURB O ROOF DRAIN RE: DETAIL 19/A2 OOVERFLOW ROOF DRAIN IRE: DETAIL 9/A2 08 2' -6" X 3' -0" ROOF HATCH RE: DETAIL 6 /A2 O ROOF WALKWAY PAD 30" MIN WIDTH - RE: 4/A2 GENERAL ROIOF NOTES �O STEEL FRAMING - RE: STRUCT DWGS OPENING SIZE PER UNIT REQUIREMENTS. COORDINATE ROOF OPENINGS W/ MECH DWGS r3' TYPICAL ROOF CURB A2 SCALE: 1 1/2" = 1' -0" RE: NOTES BY SYMBOL 5O - - - - -T RUBBER ROD STOCK ROOF 314" EXT 1" RIGID INSULATION ROOF HATCH 2" POLYISOCYANURATE ADHERED IN PLACE RTU # PLYWOOD IN WALL OF CURB RE: MECH FOR DETAILS ON UNITS SLOPE GLAZING RE: STRUCT FOR ROOF SLOPE FIXED FENESTRATION U =.38 OPERABLE FENESTRATION z 2X6 TREA { SHGC ROOF MEMBRANE = AT 12" 0 CONT TREATED 2X8 =0.37 MAX FLASHING AND ,- WD NAILERS I < FASTENING PLATE o (1) LAYER 1/2" SEALANT < = TREATED PLYWOOD j f ROOF z ANGLE FRAMING RE: STRUCTURAL DWGS METAL DECK STEEL JOIST RE: STRUCTURAL DWGS K'6_N ROOF HATCH DETAIL A2 SCALE: 1 1/2" = 1' -0" RE: NOTES BY SYMBOL @) METAL DE STEEL JOI STRUCT D "SENSING UNIT IGERANT LINE FLASHING COVER CONDENSING UNIT SUPPORT SCALE: 1 1/2" = V -0" MEMBRANE FLASHING SIDES OF SUPPORT RE: NOTES BY SYMBOL 10 1. RE: MECH /PLUMBING DW(GS FOR ADDITIONAL NOTES AND DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCT, MECH AND PLUMBING DWGS 3• ALL EQUIPMENT ON ROOF TO BE MOUNTED ON CURBS AT 10' -0" MIN FROM ROOF EDGE OR PARAPET. RE: DETAIL THIS SHEET 4. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH MECH AND PLUMBING DWGS 5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10' -0" FROM AC INTAKE. VERIFY ALL LOCATIONS WITH MECH AND PLUMBING DWGS 6. MECH SUB - CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PRE - FABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUB - CONTRACTOR. GC TO PROVIDE ALL NECESSARY BLOCKING, NAILERS, ETC AS NECESSARY FOR A WATERTIGHT AND WATERPROOF ROOF. 7, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND /OR INSTALL ALL ADJACENT AND /OR RELATED FLASHINGS, BLOCKINGS, NAILERS, INSULATION STOPS, CRICKETS, ETC NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 8. ALL ROOF SLOPES ARE TO HAVE A MINIMUM 1/8" PER FT FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/8" PER FOOT FALL AT' THE VALLEY. 9. ALL ROOF SLOPES HAVE A 1/4" PER FOOT FALL, UNLESS NOTED OTHERWISE. 10. CIVIL ENGINEER TO COORDINATE STORM SEWER CONNECTION WITH SITE PLANS. 11. ALL CONTINUOUS WOOD (BLOCKING IN THE ROOF /PARAPETS SHALL BE PRESSURE TREATED. 12. GC /SIGN VENDOR TO COOORDINATE ROUTING FOR ALL CONDUIT FOR EXTERIOR BLDG SIGNS PRIOR TO ROOF INSTALLATION. ROOF CLASSIFICATION - CLASS B PROVIDE SPACING BETWEEN PADS PER MANUFACTURER'S SPECS nnnr uui vutw nin^ K4 WALKWAY PAID DETAIL A2 SCALE: 1 1/2" = 1' -0 " RE: NOTES BY SYMBOL@ TO STL PIPE 22' -8 CONT FIRE RETARDANT WOOD BLOCKING GALVANIZED CORRUGATED PANEL NOTE 2. INSTALL VERTICAL - --� METAL DRIP BOTH SIDES ---- INSIDE x� w F_ > 10 COOLER CONDENSING UNITS, MOUNT AS REQUIRED BY CONDENSING UNIT PROVIDER. PROVIDE PREFABRICATED OR FIELD - CONSTRUCTED EQUIPMENT SUPPORT, RE: STRUCTURAL AND 7/A2. RETURN REFRIGERANT AND ELEC LINES THRU CURB INTO CEILING PLENUM, COORDINATE WITH COOLER INSTALLATION. 11 EXHAUST FLUE FROM UNIT HEATER 12 ROOFTOP SCREENWALL, RE: 8/A2. ROOF PLAN LEGEND ROOF PARAPET COPING - I ROOF HATCH 2" POLYISOCYANURATE ROOF TOP UNIT RTU # RE: 3/A2 FOR CURB DETAIL 2" RIGID INSUL (EDGE) RE: MECH FOR DETAILS ON UNITS SLOPE GLAZING RE: STRUCT FOR ROOF SLOPE INSULATION MINIMUM VALUES ROOF R =25ci WALLS 2" POLYISOCYANURATE R= 11.4ci SLAB 2" RIGID INSUL (EDGE) R =10 2" RIGID INSUL (PERIMETER) R =10 GLAZING U- FACTOR FIXED FENESTRATION U =.38 OPERABLE FENESTRATION U =.45 ENTRANCE DOORS U =37 SHGC SHGC =.40 OPAQUE DOORS SWING U =0.37 MAX NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. METAL COPING TO MATCH COLOR OF OUTSIDE PANEL 3 5/8" GALV STUDS AT 24" OC TYPICAL -STEEL TUBE POSTS, RE: STRUCTURAL FOR LOCATION AND SPACING - PREFINISHED CORRUGATED PANEL REFER TO NOTE 1 BELOW. INSTALL VERTICAL V 5 FLASHING AT PARAPETS A2 SCALE: 1 1/2" = 1' -0" -CONT YX3 "X1/4" SCREEN WALL NOTES: GALV STEEL ANGLE TOP AND BOTTOM 1. PREFINISHED CORRUGATED PANEL (OUTSIDE) 24 OUTSIDE GA METALLIC COATED STEEL, SMOOTH FINISH BWC374 BY ATAS INTERNATIONAL INC OR METAL DECK J NOTE: RE: 2/A2 FOR ROiOF \,---BASE FLASHING PENETRATION DETAIL s SCREEN WALL DETAIL A2 SCALE: 3/4" = 11' -0" RE: NOTE BY SYMBOL 12 APPROVED EQUAL. FINISH: KYNAR 500, COLOR: RAWHIDE (15) 2. GALVANIZED CORRUGATED PANEL (INSIDE) 24 GA STEEL, SMOOTH FINISH BWC 374 BY ATAS INTERNATIONAL, INC. OR APPROVED EQUAL. 3. PROVIDE A COMPLETE LINE OF TRIMS IN MATCHING COLOR TO CORRUGATED PANEL. INCLUDE INSIDE AND OUTSIDE CORNERS, COPING, CLOSURES AND METAL DRIPS. "n " "-" YLENE DOME — WATER DAM — D FLASHING ,ND GRAVEL STOP MEMBRANE—\ (V INSUL - MILER - DWL — PE NOTE: INSTALL OVERFLOW DRAIN UP ROOF MIN OF 3' -0" FROM ROOF DRAIN OVERFLOW DRAIN 9 TYP ROOF DRAIN DETAIL A2 SCALE: 3/4" = 1' -0" RE: NOTES BY SYMBOL© 7O UOM NUME ER. 10746 ROUTE 29 & RIO RD (NWC) CHARLOTTESVILLE, VA 23220 PROJECT TYPE: NEW STORE DEAL TYPE: FEE FOR SERVICE M PROJECT NUMEER. 86047 1000 Commerce Park Drive Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 Fax: 570.323.9902 www.larsondesigngroup.com ARCHITECTS ENGINEERS SURVEYORS CONSULTANT: SEAL: DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE SUITE 300 MIDLOTHIAN, VA 23113 TEL (804) 419 -0740 FAX (804) 419 -0759 REVISIONS: 1127116 REVISED PER COMMENT TO ADD ADDITIONAL NOTES AND DETAIL DRAWING BY: JRY DATE: 26 OCT 2015 JOB NUMBER: 6558 -034 TI TLE: ROOF PLAN & DETAILS SHEET NUMBER: COMMENTS: g. - = - -- MEMBRANE UP PARAPET WALL AND OVER TOP OF CORNICE < ROOF MFR FASTENER I RIGID INSULATION METAL COPING TO MATCH COLOR OF OUTSIDE PANEL 3 5/8" GALV STUDS AT 24" OC TYPICAL -STEEL TUBE POSTS, RE: STRUCTURAL FOR LOCATION AND SPACING - PREFINISHED CORRUGATED PANEL REFER TO NOTE 1 BELOW. INSTALL VERTICAL V 5 FLASHING AT PARAPETS A2 SCALE: 1 1/2" = 1' -0" -CONT YX3 "X1/4" SCREEN WALL NOTES: GALV STEEL ANGLE TOP AND BOTTOM 1. PREFINISHED CORRUGATED PANEL (OUTSIDE) 24 OUTSIDE GA METALLIC COATED STEEL, SMOOTH FINISH BWC374 BY ATAS INTERNATIONAL INC OR METAL DECK J NOTE: RE: 2/A2 FOR ROiOF \,---BASE FLASHING PENETRATION DETAIL s SCREEN WALL DETAIL A2 SCALE: 3/4" = 11' -0" RE: NOTE BY SYMBOL 12 APPROVED EQUAL. FINISH: KYNAR 500, COLOR: RAWHIDE (15) 2. GALVANIZED CORRUGATED PANEL (INSIDE) 24 GA STEEL, SMOOTH FINISH BWC 374 BY ATAS INTERNATIONAL, INC. OR APPROVED EQUAL. 3. PROVIDE A COMPLETE LINE OF TRIMS IN MATCHING COLOR TO CORRUGATED PANEL. INCLUDE INSIDE AND OUTSIDE CORNERS, COPING, CLOSURES AND METAL DRIPS. "n " "-" YLENE DOME — WATER DAM — D FLASHING ,ND GRAVEL STOP MEMBRANE—\ (V INSUL - MILER - DWL — PE NOTE: INSTALL OVERFLOW DRAIN UP ROOF MIN OF 3' -0" FROM ROOF DRAIN OVERFLOW DRAIN 9 TYP ROOF DRAIN DETAIL A2 SCALE: 3/4" = 1' -0" RE: NOTES BY SYMBOL© 7O UOM NUME ER. 10746 ROUTE 29 & RIO RD (NWC) CHARLOTTESVILLE, VA 23220 PROJECT TYPE: NEW STORE DEAL TYPE: FEE FOR SERVICE M PROJECT NUMEER. 86047 1000 Commerce Park Drive Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 Fax: 570.323.9902 www.larsondesigngroup.com ARCHITECTS ENGINEERS SURVEYORS CONSULTANT: SEAL: DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE SUITE 300 MIDLOTHIAN, VA 23113 TEL (804) 419 -0740 FAX (804) 419 -0759 REVISIONS: 1127116 REVISED PER COMMENT TO ADD ADDITIONAL NOTES AND DETAIL DRAWING BY: JRY DATE: 26 OCT 2015 JOB NUMBER: 6558 -034 TI TLE: ROOF PLAN & DETAILS SHEET NUMBER: COMMENTS: 0 cus n( 0 x O I N ELEV 0' -0" 1 1rrcuiv i cLCv A4 SCALE: 1/8" = 1' -0" O I tp N a O I d N I (7� RIGHT SIDE ELEVATION (ROUTE 29) �A4 SCALE: 1/8" = 1' -0" E4 E7 E2 E7 TAG MATERIAL / DESCRIPTION MFR./ STYLE / CAT. N0. COLOR NOTES E1 NOT USED 419 -0740 -. - -- - -- - - - -- - - - -- - - -- FAX: (804) - - - -- - - - - - -- - - - - - - E3 f- - - -- - - - E3 - - - - -- - - -- - - - - -- -, -- - -- -- - - -- - - -- - -- - - -- -- -- - - - - -- - -- - - -- - E3 - _- - _ - _ - - - -- - _- CORNICE 191 STOUT, LOTUSAN 1.5 - -- STRUCTURAL BRICK - - - _ _ E3 -- - - - -- _ - - _ _ r -__ -_ - _ - _. _ _ - _. - - - - - -_•- - - - - __ - - _. - _ -.__- _ -- E4 STRUCTURAL BRICK QUIK BRICK -- - - _ - -__- - __-- _ -_ -__- ___ - -_ -_ -- -- -- LIGHT BEIGE HC -50 HOLLOW MTL DOORS /FRAMES, E5 8 PAINT BENJAMIN MOORE GEORGIAN BRICK GUTTERS DOWNSPOUTS 3 LEFT SIDE ELEVATION A4 SCALE: 1/8" = 1' -0" 11QN0 � NNN IIUNYNNNINNNNIINNII�NNIINNIININNIIIIIIHNNNIIIIIIINNN' INNUNIIIIUIIIIIIINIINNNIIIIIINNNNNNNIINIINYMNNNNgIN11NINNNNNNpNNNNNNNINNNNNN8NYN11YlYNNN11NU4NNNNN1Ni1 II" .. min 4 REAR ELEVATION A4 SCALE: 1/8" = 1' -0" E4' -- . _. _ - -T - -- - -- - 7 -J'_T1. T -T1 1 I TTT r I L r __1 - -- - -- - -- r1-r -i - r1- _rL���___1T1 L - -L J I i! l L 1 __ -- ELEV 0' -0" _I N EXTERIOR FINISH SCHEDULE TAG MATERIAL / DESCRIPTION MFR./ STYLE / CAT. N0. COLOR NOTES E1 NOT USED 419 -0740 FAX: (804) E2 EIFS STO LOTUSAN SYSTEM NA05 -0001 CORNICE 191 STOUT, LOTUSAN 1.5 RAFTERTAIL E3 STRUCTURAL BRICK QUIK BRICK RICHFIELD BLEND MORTAR COLOR - LEHIGH LIGHT BEIGE E4 STRUCTURAL BRICK QUIK BRICK JARED TAN BL ND MORTAR COLOR - LEHIGH LIGHT BEIGE HC -50 HOLLOW MTL DOORS /FRAMES, E5 8 PAINT BENJAMIN MOORE GEORGIAN BRICK GUTTERS DOWNSPOUTS TYP FOR ALL PIPE BOLLARDS E6 BOLLARD COVER INNOPLAST BOLLARDGARD YELLOW EXCEPT USE BLUE AT BC752 OR BC452 ACCESSIBLE PARKING RE: CIVIL DWGS PREFINISHED METAL EDGE COLOR TO MATCH E� FLASHING & FASCIA "E2" EIFS E8 ALUM STOREFRONT CLEAR ANODIZED E9 ALUM AUTOMATIC DOOR STANLEY CLEAR ANODIZED DURAGLIDE 5300 E10 CANVAS AWNING BURTON SIGNWORKS, WEBLON #2926 SUPPLIED & INSTALLED BY GC INC. DEEP RED Ett PREFAB. FIBERGLASS TRELLIS E1 RE: SPECIFICATIONS E12 ALUMINUM CANOPY MAPES ARCHITECTURAL CLASS II CLEAR CANOPIES ANODIZED LEGEND 0X - RE: EXTERIOR FINISH SCHEDULE NOTE: SIGNAGE UNDER SEPARATE PERMIT. REFER TO APPROVED SIGNAGE PACKAGE FROM SIGNAGE VENDOR FOR SIZES AND LOCATIONS OF SIGNS. EXTERIOR SIGNAGE TO BE EXPANSION ANCHORDED. 1� NORTHERN 11945 -RIGHT CHAMFER DRIVE-THRU STORE NUMBER 10746 ROUTE 29 &RIO RD (NWC) CHARLOTTESVILLE, VA 23220 PROJECT TYPE: NEW STORE DEAL TYPE FEE FOR SERVICE CS PROJECT NUMBER 0860471 i 9 1 Larson Design Group 1000 Commerce Park Drive Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 Fax: 570.323.9902 www.I arson design group. com ARCHITECTS ENGINEERS SURVEYORS CONSULTANT: DEVELOPER: THE REBKEE COMPANY 15871 VITY VIEW DRIVE MIDOLiHIAN, VA 23113 TEL: (804) 419 -0740 FAX: (804) 419 -0759 1&09/29/15 REVISED PAINT COLOR AND ADDED NOTE DRAWING BY: BRG DATE: 06 AUG 2015 JOB NUMBER: 6558 -034 TI TLE: EXTERIOR ELEVATIONS SHEET NUMBER: A4c- COMMENTS: CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 52.05' 40.98' N65- 43'55 "E 39.93' 45'06'25" 21.62' C2 999.43' 65.64' S33 "1 0'27 "E 65.63' 3'45'47" 32.83' C3 19.46' 1 12.17' S13- 12'14 "E 11.98' 35'50'29" 6.29' t J / J I (DOT CG -12 S TED DOME r / NALK -,,,j/ EXISTING RIGHT -OF -WAY LINE, PROPOSED RIGHT -OF -WAY LINE 6" BEHIND PROPOSED SIDEWALK 4" WHITE DASHED THERMOPLASTIC LANE LINE, TYPE B, CLASS 1 VDOT STD. CG -6 WHITE THERMOPLASTIC TURN ARROW, / TYPE B, CLASS 1 f (2) DO NOT ENTER SIGN / 2' WHITE STRIPE / oo TERRACED RETAINING WALLS W/ SAFETY RAILS. f MAXIMUM HEIGHT OF EACH = 6 FT. 1 MATERIAL TO MATCH CVS BUILDING (BRICK) (DESIGN BY OTHERS, REQUIRES BUILDING PERMIT) d f d TIE INTO EXISTING CURB AND GUTTER /SIDEWALK ,,,,--24" STOP BAR 11 BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 06100 00 00 123DO ZONE: HIGHWAY COMMERCIAL (HC) PARKING, • FIRE LANE" SIGN BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 04500 00 00 105AO ZONE: HIGHWAY COMMERCIAL (HC) / N SAWCUT LINE/ APPROX. UNITS ;j OF PAVEMENT REPLACEMENT R20..0'- -- . - " TIMBER GUARDRAIL R25.V ' PROCEED WITH / (TIMBARRIER OR ��- / CAUTION SIGN / APPROVED EQUAL) G.� // NO PARKING " "' I FIRE LANE" SIGN FIRE LANE" SIGN M. X215.0':: ; : :: R4.0' ° I YELLOW POLYMER WHEEL STOP (TYP.) /X SEE DETAIL ON SHEET R20:0'• " R21T.0` a D :o . � ' �.. • R20:p. R3.0• ° ' D . R5.0 • 4 A D SINGLE LANE , D 1 DRIVE THRU WINDOW 0° WITH CONCRETE PAD INTERIOR PROPERTY LINE 13:U TO BE VACATED ATA-M- 1. •2 .0' 250;0' I 1.0" SM -9.0 BITUMINOUS TACK COAT 2.0" BM -25.0 `-8" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D -698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION. LIGHT DUTY PAVEMENT SECTION DUMPSTER ENCLOSURE MATERIALS TO MATCH BUILDING R1 -1 STOP SIGN W/ STRIPING SEE DETAIL ON SHEET CS -501 TIE INTO EXITING CURB PARKING SPACES 1.5" SM -9.5A BITUMINOUS TACK COAT 2.0" BM -25.0 '-8" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D -698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION. HEAVY DUTY PAVEMENT SECTION MAIN DRIVE AISLES PAVEMENT HATCH LEGEND 5" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI TIMBER GUARDRAIL (TIMBARRIER OR APPROVED EQUAL, -SEE-DETAIL ON CS -501) - DIRECTIONAL ARRROW (TYP.) SEE SHEET CS -501 FOR DETAIL EX. UTILITY EASEMENT LOADING ZONE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'0" O.C. 45' TO DRIVE AISLE LIGHT DUTY ASPHALT (PARKING SPACES) HEAVY DUTY ASPHALT CONCRETE PAVEMENT 6" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE RIO ROAD TURN LANE PAVEMENT SUBGRADE - STABLE AND COMPACTED TO A (PAVEMENT SECTION TO MATCH DRY DENSITY OF AT LEAST 957. OF THE SOIL'S ADJACENT TRAVEL LANE) STANDARD PROCTOR MAX. DRY DENSITY (ASTM D -698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION. CONCRETE PAVEMENT SECTION DRIVE THRU AND ACCESSIBLE PARKING NOTES: -HEAVY DUTY CONCRETE TO BE USED FOR DUMPSTER PAD AND SHALL BE INCREASED TO 6" OF CONCRETE AND REINFORCED WITH 6X6 WELDED WIRE MESH - CONTROL JOINT SPACING TO BE NO GREATER THAN 10 FT PROJECT DATA PROJECT: CVS /PHARMACY STORE #10746 ADDRESS: 1700 & 1710 SEMINOLE TRAIL MUNICIPALITY: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: RIO PARCEL(S): 06100 00 00 123FO, 06100 00 00 123GO EXISTING USE: COMMERCIAL PROPOSED USE: CVS /PHARMACY WITH SINGLE DRIVE THRU (RETAIL) EXISTING/ PROPOSED ZONING: HC - HIGHWAY COMMERCIAL SPECIAL USE PERMIT REQ'D: DRIVE THRU OVERLAY DISTRICT(S): ENTRANCE CORRIDOR OVERLAY SITE AREA: 1.632 ACRES PRIOR TO R/W DEDICATION 1.535 ACRES AFTER R/W DEDICATION BUILDING AREA: 11,945 SF OPEN SPACE CALCULATION: 0.421 ACRES, 27.4% OF SITE IMPERVIOUS AREA: 1.115 ACRES, 72.6% OF SITE PARKING REQUIRED: 67 SPACES (1 SPACE PER 100 SF RETAIL UP TO 5000 SF, 1 PER 200 SF BEYOND 5000 SF) PARKING PROVIDED: 57 SPACES (EXCEPTION GRANTED 7/15/15) MINIMUM SETBACKS: 10 FT YARD ALONG R/W, 30 FT BUILDING LOADING ZONE: 1 SPACE REQUIRED/ PROVIDED HEIGHT LIMIT: 45 FEET BUILDING HEIGHT: 30 FEET FLOODPLAIN: ZONE X (AREA OUTSIDE 500 YEAR FLOOD LEVEL) PER FEMA FIRM NUMBER 51003CO278 D, EFFECTIVE FEBRUARY 4, 2005 TOPOGRAPHY SOURCE: ALTA SURVEY PROVIDED BY JENNING STEPHENSON, P.C. DATED DEC. 3, 2014 DATUM: HORIZONTAL - NAD 83, VERTICAL - NAVD 88 SITE DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED NOTES v I � 4 '0• o f L Gj . a2 ;0 5 . ]2:Q • : :: ET1'P:) :: ; : :: :R5 ;0 1. CONTRACTOR TO COORDINATE ENTRANCE CLOSURES WITH ADJACENT PROPERTIES .06 . �. :1z- -- : ' 1---.- 1: y�: : j: �; . :y : TWO WEEKS IN ADVANCE OF WORK. e J I: 4 7= E INTO EXISTING RB 2. ALL CURB RADII 5 UNLESS NOTED OTHERWISE. a° - _ , 5 CROSS WALK . Q,: PROPOSED �. g;0' ' 9.0• ' EX. STORM EASEMENT N MONUMENT � �'• WHITE TRAFFIC PAINT 4 MIN. WIDTH REQUIRED FOR PAVEMENT I - - - - . � ' TYP:) ' '(TYP..� � . 'S ; • 3. TWO COATS WH ( ) Q S I GN - - -� �. TRAFFIC PAINT SHALL BE USED FOR ° \ = _:•�...-• � . . _.: � _. - ..._ - - _ �O:�L,$�(L,j�,l•NG' SETBACK • _ ' • • ' ' � ' . c'�` • STRIPING EXCEPT TWO COATS BLUE TR IC P R ° 5:0 �7F-jE = = - -- - - - - - - - - - - - - - - - - - •- �.i � : •- - HANDICAP PARKING AREA AND TWO COATS YELLOW TRAFFIC PAINT FOR FlRE \ f � � ': ••:� :..::.•::.• :. \ \\ LANE MARKINGS (18" LETTERS, 2" PAINT STROKE). HE 0 I •O0 ti R1 -1 STOP' SIGN W/ STRIPING FH TO REMAIN (PROTECT : j 4. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT APPROX. LOCATION RESERVED RI D.B. 64.3 PG. 78 ��� '-"�"" - ~--- -- � � �`'"° ••- ••..... � � SEE DETAIIL ON SHEET CS -501 DURING CONSTRUCTION) : • 2' -0" O.C. 45' TO THE DRIVE AISLE. -10 ARKING'�E rgACIC / E I - - - - _ _ - _ - - - _ - : 31:3:_' : 15. 5. ADDI110NAL FIRE LANES OR SIGNAGE MAY BE REQUIRED BEFORE FINAL - - - - _ - _ _ - - - - - - _ - - - : • _ ' VDOT PERM. UTILITY EASEMENT _ CERTIFICATE OF OCCUPANCY IS APPROVED BY THE FIRE MARSHAL IF TRAFFIC OR - - PARKING CONDITIONS DEVELOP THAT WILL NOT ALLOW ADEQUATE MOVEMENT OF PROPOSED 20 FT ACSA UTILITY' EASEMENT I -` R25. FIRE APPARATUS AROUND A BUILDING OR COMPLEX. a 6 . PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED MPERED COR NERS . ` 7 VISIBILITY OF ALL MECHANICAL EQ UI PM EN T F ROM THE E N TR ANC E CORRIDOR R SHALL BE ELIMINATED. ° e R1 -1 STOP SIGN W/ STRIPING CONCRETE PAD .� PROPOSED VDOT STD. CG -12 SEE DETAIL ON SHEET CS -501 a .. BENCHMARK • - :: u:, FOR ACCESSIBLE PARKING CONCRETE SIDEWALK r. A 00 (Oq 8. CONTRACTOR TO EVALUATE LOCATIONS OF LIGHT POLES AND RELOCATED OHE EX. POWERPOLE AND GCUY VDOT STD CG -12B W/ "'' LINE OF SIGHT ® 45 * LINES ALONG ROUTE 29 AND NOTIFY KIMLEY -HORN PRIOR TO INSTALLATION IF E' Q9_NCRFM SIDEWALK - -WgES TO BE RELOCATU - TRUNCATED DOMES -MPH = 565 FT - - ADJUSTMENTS NEED TO BE MADE IN ORDER TO MAINTAIN ADEQUATE HORIZONTAL (TO TIE TO PROPOSED BY VDOT AS PART IOF (REFER TO CS -501 CLEARANCE. VDOT SIDEWALK) GRADE SEPARATFED ,. INTERCHANGE PROJECCT �< »> FOR EXTENDED VIEW) EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD SEMINOLE TRAIL (ROUTlE 2 9) - "` REFLECT VDOTS GRADE SEPARATED INTERCHANGE VARIABLE WIDTH R/W IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS D 1317 PG 75 -_ -- -- LACE PRIOR TO THE - ...... - -------- - - - -.. ,. - - - - -- - - - -- -- x.. D.B. 435 PG. 171 .:. .. DRAWING BY: -- - - - - -- - -- - -- ---- DATE: 1:..:�:. - - -- JOB NUMBER: 113001348 TITLE: SITE PLAN GRAPHIC SCALE IN FEET CS -101 COMMENTS: /�i e ■ �l =0 ■1 STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROECT TYPE NEW STORE DEAL TYPE FF3 CS PROJECT NUMBER. 86047 ENGINEER: -w 0, IM, v 11 ii, CONSULTANT KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673 -3882 FAX (804) 673 -3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419 -0740 FAX: (804) 419 -0759 SEAL RYA . PERKINS LIC. No. 046585 10.27.15 � . ANAL . REVISIONS: DRAWING BY: RRP DATE: OCTOBER 27, 2015 JOB NUMBER: 113001348 TITLE: SITE PLAN SHEET NUMBER: CS -101 COMMENTS: /�i LANDSCAPE CALCULATIONS SITE TREE CANOPY CALCULATIONS: SITE AREA: REQUIRED TREE CANOPY =10 PERCENT OF SITE AREA: TREE CANOPY PROVIDED: QUANTITY BOTANICALNAME 5 CERCIS CANADENSIS 'FOREST PANSY TM 4 CRATAEGUS VIRIDIS'WINTER KING' 10 ILEX X'OAK LEAF' 8 ILEX X MARY NELL' 5 NYSSA SYLVATICA'GREEN GABLE' TM 9 ULMUS PARVIFOLIA'BOSQUE' 5 ZELKOVASERRATA'GREEN VASE' PARKING AREA CALCULATIONS: PARKING AREA: REQUIRED G REEN AREA = 5 PERCENT OF PARKING AREA: PARKING SPACES PROVIDED: PARKING LOTTREES REQUIRED @ 1 PER 10 SPACES: PARKING LOTTREES PROVIDED: ENTRANCE CORRIDOR RIO ROAD FRONTAGE LARGE TREES REQUIRED AT 35' ON CENTER: LARGE TREES PROVIDED FLOWERING - ORNAMENTALTREES INTERSPERSED AMONG LARGE TREES: FLOWERING - ORNAMENTAL TREES PROVIDED: SHRUBS PROVIDED AT PARKING LOT PERIMETER Rt. 29 ROAD FRONTAGE LARGE TREES REQUIRED AT 35' ON CENTER: LARGE TREES PROVIDED FLOWERING ORNAMENTALTREES INTERSPERSED AMONG LARGE TREES: FLOWERING TREES PROVIDED: SHRUBS PROVIDED AT PARKING LOT PERIMETER INTERIOR ROAD FRONTAGE LARGE TREES REQUIRED AT 40' ON CENTER: LARGE TREES PROVIDED ORNAMENTALTREES PROVIDED: PERIMETER PARKING STRIP AT REAR OF STORE FOR 5 SPACES LARGE TREES REQUIRED AT 40' ON CENTER: TREES PROVIDED SHRUBS PROVIDEDAT PARKING LOT PERIMETER LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES BUILDING FRONTAGE DUETO SITE CONDITIONS BUILDING FRONTAGE LANDSCAPE IS INCORPORATED WITH THE REQUIREMENTTO USE LANDSCAPING TO INTEGRATE THE SITE, BUILDINGS, DUMPSTERS, DRIVE THROUGH WINDOWS, SERVICE AREAS, AND SIGNS TREES PROVIDED: SHRUBS PROVIDED: 6.45 PERCENT PROVIDED 57 6 6 232 L. F. 210 L.F. 6 6 11 45 322 L.F. 9 3 REMAINING TREES CANNOT BE PROVIDED DUE TO OVERHEAD POWER LINES AND VDOT EASEMENT. 2 REMAININGTREES CANNOT BE PROVIDED DUETO OVERHEAD POWER LINES AND VDOT EASEMENT. 81 207 L.F. 5 5 4 45 L.F. 2 2 SMALL TREES PROVIDED DUE TO OVERHEAD POWER LINES; 6 8 EVERGREEN TREES 152 SHRUBS PROVIDED ♦AD ` „4 R rgti"y 1�J N Pao • , ENTIRELY MUL( Jr I "ti j.- l t ,i INV. =w511: 7 8 r LS t-E.I_M �.,I �8 , L'__� D. B. 2223 PLC, 4 58, TAX `C r, A , 0' P: r�;C >1-{`," AY ( "0'1Pr!EC1r� _ (`�I IF, T f� , CF -... ,' r s) ��;� S toT,L T u r (e CC EAwLta ENT/ ! t 1 r1 Ca a n z n r r—r 0 / TAX f'\ 3'"i lL - 0 1V1 i.J Crl (1 0 3 t-r5A0 7C',JL': I•^11GHo,',Y CC'vIMIERCIr,`:.- `C' ..-' 0 P ' 4 'N2 ENTIRELY MULCH ALL PLANT BEDS (TYP). ALL IRRIGATION SLEEVES SHALL BE (2) SCHEDULE 40 PVC wCONDUITS (TYP) -- _.. . I �I 1 4r r r IN2 r {'a 4 _? r),Br 637 P(_; 1`.1 _, ,, P LI _ THE LtjC M Cr:�u ? t 1 D. B, 435. t5 i . 207 L..`t `ll�B �ni o'l t,f �4t�Ih¢ I fCIAL �. Si p j I ccn�,.#rAND CONTRACTOR TO COORDINATE THE LOCATION OF IRRIGATION CONTROLLER WITH THE OWNER SHALL PROVIDE SLEEVING IN THE N PROPER LOCATIONS TO ENSURE ADEQUATE ACCESS FOR SYSTEM SETUP AND OPERATION. -m- ---ALL IRRIGATION SLEEVES SHALL BE A MINIMUM #' Iv OF (2) SCHEDULE 40 PVC CONDUITS (TYP). W f Ilo w ENTIRELY MULCH ALL PLANT BEDS (TYP). w r 2 t ° xaLi,. i r 3 ! I - y . A P ;ROB; ;',i y !ALL IRRIGATION SLEEVES SHIALL BE (2) L_C9 ` SCHEDULE 40 PVC CONDUITS (TYP) i� 1 r -- '� �, � pT �'`.,�r III �` ✓ { � �! °._�.� ,�`.... d 3 �f TREE MULCH RING ING (TYP) S� S r� ' �- SOD(TYP) r LT2 ft' f ' J----ACCESS ,�'� -I;; {TYf — 71 a, 7 .. L 771. : r a fee:k.0 P, ,'E � � � G: G. 78 f ! � 50' Av S`J EASEME _.r 1 P 12,4`3 .ti , ^ r SOD - ..:;.„ S24_09'31 "1N -- "_. -. -s`_ _I _ _ _.. -- SS _ o> H,M n L3f f L2 r �� 1 85.8 tr — —��' 1 EI^,. -�' 88,9, 4, — �r I D2 AS IC6 1 ll % 1481`' ' ' V _... 1 — -- — - -- - - - - - - X1,4`- �i "I"3' I�_- !f:r'�-t-;,` P/I.�r - - - -- - r, D. F3. 4 13 5 PCB. I 71 VL011 VARIABLE WIDTH R/W r' DFT317— PU7Y - -- D.B. 435 PG. 171 1. FESCUE SOID SHALL NOT BE INSTALLED WHENEVER THE GROUND IS FROZEN. 2. ALL AREAS IDISTURBED BY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDING, PAVING, PLANT BEDS, MULCH RINGS OR OTHERWISE PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTILY SEEDED ACCORDING TO THE SEEDING NOTES ON SHEET CP -501 3. TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED WITH BIO- DEGRADABLE STAKES AS MANUFACTURED BY GREENSTAKE, INC. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GRAPHIC SCALE IN FEET 0 10 20 40 NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) PROJECT TYPE /�VpA.. PROJEC 1 PE � STORE DEAL TYPE If 8 CS PROJECT NUMBER: 86047 ENGINEER: I'mi i I E CONSULTANT KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673 -3882 FAX (804) 673 -3980 DEVELOPER: 66,879.59 S.F. THE REBKEE COMPANY 6,687.96 S.F. DRIVE, 8,023.00 S.F. 12.00 PERCENT PROVIDED CANOPY AREA MIDLOTHIAN, VA 124 620.00 S.F. 184 736.00 S.F. 56 560.00 S.F. 56 448.00 S.F. 123 615.00 S.F. 366 3,294.00 S.F. 350 1,750.00 S.F. 8,023.00 S.F. 6.45 PERCENT PROVIDED 57 6 6 232 L. F. 210 L.F. 6 6 11 45 322 L.F. 9 3 REMAINING TREES CANNOT BE PROVIDED DUE TO OVERHEAD POWER LINES AND VDOT EASEMENT. 2 REMAININGTREES CANNOT BE PROVIDED DUETO OVERHEAD POWER LINES AND VDOT EASEMENT. 81 207 L.F. 5 5 4 45 L.F. 2 2 SMALL TREES PROVIDED DUE TO OVERHEAD POWER LINES; 6 8 EVERGREEN TREES 152 SHRUBS PROVIDED ♦AD ` „4 R rgti"y 1�J N Pao • , ENTIRELY MUL( Jr I "ti j.- l t ,i INV. =w511: 7 8 r LS t-E.I_M �.,I �8 , L'__� D. B. 2223 PLC, 4 58, TAX `C r, A , 0' P: r�;C >1-{`," AY ( "0'1Pr!EC1r� _ (`�I IF, T f� , CF -... ,' r s) ��;� S toT,L T u r (e CC EAwLta ENT/ ! t 1 r1 Ca a n z n r r—r 0 / TAX f'\ 3'"i lL - 0 1V1 i.J Crl (1 0 3 t-r5A0 7C',JL': I•^11GHo,',Y CC'vIMIERCIr,`:.- `C' ..-' 0 P ' 4 'N2 ENTIRELY MULCH ALL PLANT BEDS (TYP). ALL IRRIGATION SLEEVES SHALL BE (2) SCHEDULE 40 PVC wCONDUITS (TYP) -- _.. . I �I 1 4r r r IN2 r {'a 4 _? r),Br 637 P(_; 1`.1 _, ,, P LI _ THE LtjC M Cr:�u ? t 1 D. B, 435. t5 i . 207 L..`t `ll�B �ni o'l t,f �4t�Ih¢ I fCIAL �. Si p j I ccn�,.#rAND CONTRACTOR TO COORDINATE THE LOCATION OF IRRIGATION CONTROLLER WITH THE OWNER SHALL PROVIDE SLEEVING IN THE N PROPER LOCATIONS TO ENSURE ADEQUATE ACCESS FOR SYSTEM SETUP AND OPERATION. -m- ---ALL IRRIGATION SLEEVES SHALL BE A MINIMUM #' Iv OF (2) SCHEDULE 40 PVC CONDUITS (TYP). W f Ilo w ENTIRELY MULCH ALL PLANT BEDS (TYP). w r 2 t ° xaLi,. i r 3 ! I - y . A P ;ROB; ;',i y !ALL IRRIGATION SLEEVES SHIALL BE (2) L_C9 ` SCHEDULE 40 PVC CONDUITS (TYP) i� 1 r -- '� �, � pT �'`.,�r III �` ✓ { � �! °._�.� ,�`.... d 3 �f TREE MULCH RING ING (TYP) S� S r� ' �- SOD(TYP) r LT2 ft' f ' J----ACCESS ,�'� -I;; {TYf — 71 a, 7 .. L 771. : r a fee:k.0 P, ,'E � � � G: G. 78 f ! � 50' Av S`J EASEME _.r 1 P 12,4`3 .ti , ^ r SOD - ..:;.„ S24_09'31 "1N -- "_. -. -s`_ _I _ _ _.. -- SS _ o> H,M n L3f f L2 r �� 1 85.8 tr — —��' 1 EI^,. -�' 88,9, 4, — �r I D2 AS IC6 1 ll % 1481`' ' ' V _... 1 — -- — - -- - - - - - - X1,4`- �i "I"3' I�_- !f:r'�-t-;,` P/I.�r - - - -- - r, D. F3. 4 13 5 PCB. I 71 VL011 VARIABLE WIDTH R/W r' DFT317— PU7Y - -- D.B. 435 PG. 171 1. FESCUE SOID SHALL NOT BE INSTALLED WHENEVER THE GROUND IS FROZEN. 2. ALL AREAS IDISTURBED BY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDING, PAVING, PLANT BEDS, MULCH RINGS OR OTHERWISE PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTILY SEEDED ACCORDING TO THE SEEDING NOTES ON SHEET CP -501 3. TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED WITH BIO- DEGRADABLE STAKES AS MANUFACTURED BY GREENSTAKE, INC. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GRAPHIC SCALE IN FEET 0 10 20 40 NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) PROJECT TYPE /�VpA.. PROJEC 1 PE � STORE DEAL TYPE If 8 CS PROJECT NUMBER: 86047 ENGINEER: I'mi i I E CONSULTANT KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673 -3882 FAX (804) 673 -3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419 -0759 REVISIONS: DRAWING BY: RRP DATE: NOVEMBER 12, 2015 JOB NUMBER: 113001348 TITLE: LANDSCAPE PLAN SHEET NUMBER: cp-1 0 1 COMMENTS: PLANT SCHEDULE TREES 0 0 0 O Q O Q CODE QTY BOTANICAL NAME COMMON NAME CONT CF 5 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD B&B CV 4 CRATAEGUS VIRIDIS 'WINTER KING' 'WINTER KING' HAWTHORN B&B IM 8 ILEX X'MARY NELL' MARY NELL HOLLY B&B 10 10 ILEX X 'OAK LEAF' OAK LEAF HOLLY B&B LT2 3 LAGERSTROEMIA X 'TUSCARORA' CRAPE MYRTLE CORAL PINK B&B CAL 1.5 "CAL 2.5 "CAL NG 5 NYSSA SYLVATICA 'GREEN GABLE' TM BLACK GUM B &B OR CONT. 2.5" CAL. MIN. SIZE 8' -10' HT. 6' -8' HT. MIN. 6' -8' HT. MIN. 7' -8' HT. MIN. UB 10 ULMUS PARVIFOLIA'BOSQUE' BOSQUE ELM B&B 3.5 "CAL 8' -9'H X 3' -4'W REMARKS ZG 4 ZELKOVA SERRATA'GREEN VASE' SAWLEAF ZELKOVA B & B 2.5 "CAL LIMB ZELKOVAS TO 8' HT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE O AS 92 ABELIA GRANDIFLORA ABELIA CONT. °0 EF 11 EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH CONT. O HL 3 HYDRANGEA PANICULATA'LIMELIGHT' TM LIMELIGHT HYDRANGEA 7 GAL 0 IN2 19 ILEX CORNUTA'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT. O IG 22 ILEX CRENATA'GREEN LUSTRE' GREEN LUSTER JAPANESE HOLLY B&B O IS3 8 ILEX CRENATA'SKY PENCIL' SKY PENCIL JAPANESE HOLLY CONT. O IS7 59 ILEX CRENATA 'SOFT TOUCH' SOFT TOUCH JAPANESE HOLLY CONT. O IC6 12 ILEX X 'CASTLE SPIRE' CASTLE SPIRE HOLLY CONT. 0 JB2 42 JUNIPERUS CONFERTA'BLUE PACIFIC" BLUE PACIFIC JUNIPER CONT. 0 JB 22 JUNIPERUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR CREEPING JUNIPER CONT. 0 JA 4 JUNIPERUS X PFITZERIANA 'AUREA IMPROVED' GOLD COAST JUNIPER CONT. n' LD2 5 LOROPETALUM CHINENSE RUBRUM'RUBY' DWARF RUBY FRINGE FLOWER CONT. O NC 26 NANDINA DOMESTICA'COMPACTA' DWARF HEAVENLY BAMBOO CONT. o NP 32 NANDINA DOMESTICA'FIRE POWER' FIREPOWER NANDINA CONT. GROUND COVER CODE QTY BOTANICAL NAME COMMON NAME SIZE O LB2 111 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT FIELD2 HS HARDWOOD MULCH SHREDDED HARDWOOD MULCH NONE SOD /SEED CODE BOTANICAL NAME COMMON NAME CONT FIELD2 CB PERMANENTLAWN SOD SOD SEE SHEET CP -501 FOR TYPE OF SOD OR SEED TO BE USED. FIELD2 24" HT. MIN 24" HT. MIN 4' HT. MIN. 24" HT. MIN 24" HT. MIN 36" HT. MIN. 15 " -18" SP. 24" HT. MIN 15 " -18" SP. 18 " -24" SP. MIN. 24" HT. MIN 24" HT. MIN 10 " -12" SP. FIELD2 FIELD3 FIELD3 FIELD3 FIELD3 SPACING SPACING REMARKS REMARKS REMARKS STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FFS CS PROJECT NUMBER. 86047 ENGINEER A CONSULTANT: KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673 -3882 FAX (804) 673 -3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419 -0740 FAX: (804) 419 -0759 FS-EA-L.- REVISIONS: DRAWING BY: RRP DATE: NOVEMBER 12, 2015 JOB NUMBER: 113001348 TITLE: PLANT SCHEDULE SHEET NUMBER: COMMENTS: CP-1 02