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HomeMy WebLinkAboutARB201500067 Presentation 2015-07-20GRADING LEGEND PROPOSED CONTOUR 100 SPILLING CURB 15871 CITY VIEW DRAINAGE STRUCTURE CALLOUT ❑ TOP OF CURB ELEVATION TC 10 ,, o0 BOTTOM OF WALL BW ,00 TOP OF WALL Tw 100 FLOWLINE ELEVATION 0 0010 FL FINISHED SURFACE ELEVATION Fs 100 HIGH POINT ELEVATION HP 1000 GROUND ELEVATION G 100 FINISHED FLOOR ELEVATION FF 1000 MATCH EXISTING ELEVATION ME 1000", 4 JP O' Ij f s' ;r g 517.06 TC 516.33 TC S� ®.. `v L0 ®� f� 515.50%% TC FL TC5 FIL TC 4rj GRADING NOTES 1. ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. 2. ALL PROPOSED SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRINTAGES SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE AND 4.5% LONG. SLOPE. 3. STORM DRRAINAGE CLEANOUTS SHALL BE TRAFFIC BEARING AND PROTECTED BY CONCRETE COLLAR (SEE DETAIL THIS SHEET). 4. REFER TO SHEET CG -302 FOR STORM SEWER PIPE AND STRUCTURE TABLES. 5. ALL STORM STRUCTURES TO RECEIVE INLET PROTECTION. 6. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRED. 7. GRADES ALONG RIGHT -OF -WAY HAVE BEEN APPROXIMATED BASED ON VDOT PLANS. STORM STRUCTURES A VDOT STD DI -2B; L =6 FT TOP =494.35; INV = 489.37; H =4.98' B VDOT STD DI -3 B; L =6 FT TOP = 496.74; I NV = 491.84; H = 4.90' C VDOT STD DI -2C; L =6 FT TOP =496.47; INV = 492.71; H =3.76' D VDOT STD DI -2B; L =8 FT 00 TOP = 495.40; I NV = 489.78; H = 5.62' TW ,00 503.84 499.50 501.37 498,20 I 497.01 E VDOT STD MH, D=48" BW TC TW TC TC TC TOP =496.41; INV =490.60; H =5.81' 499.81 TC F VDOT STD DI -2C; L =6 FT 50 <1 ��/ c TOP =496.75; INV = 492.85; H =3.90' O 0 q� 9899 n X2 EX. MH; LOWER RIM 499.00 r a- -I 498.66 IQ TOP =494.88; INV =489.70; H = 5.18' BW 496.7 TC 0 - 497.07 TW I ' j 496.21 I STORM PIPES TC TC I .I d N � F- E 151 LF _ 15 i n CLASS I I I RCP @ 1.49% 496.88 I ° I INV (IN) = 492.85; INV (OUT) = 490.60 TC I I 496.47 ` 496.82 1_ TC 497.00 E - D 56 LF - 15 in CLASS I I I RCP @ 1.46% 496 60 497.28 I TC INV (I N) = 490.60; I NV (OUT) = 489.78 TC TW INV= 492.80 C B 6 496.80 D - X2 5 LF - 15 in CLASS I I I RCP @ 1.60% 496.55 TC INV(IN) =489.78; INV (OUT) =489.70 X97.25 � TC Ir C C - B 31 LF - 15 in CLASS I I I RCP @ 2.81% !! INV (IN) = 492.71; INV (OUT) = 491.84 IN V= 493.31 496 I B- A 88 LF - 15 i n CLASS I I I RCP @ 2.81% -za it nr A u INV(IN)= 491.84;INV(0 UT) = 489.37 ® 505.17/ I w ° FS 497.13 497.25 Q I ,j BW 498.48 TW 497.25 - 497.28 FS FS 497.11 495.53 1 ° 498.50 d TC TC TW 496.93 Q 14' a 498.00. FS e d I` BW 0 d 496.60 496.75 a ° o -497 -- BW 496.27 F TC d 497.18 BW .50 494.74 I 494.TC O d° d f o o d° d TC P 496.44 496.70 TC ,1 TC P X496 A 496.41 TC .52 0 ® 497.00 496.88 FS ❑ TC �/TC4.50 TC 497.32 FS °� 496.88 495.59 495.63 � TC 494.09 TC FS _ po,�O TC TC I 493.39 497.52 495.61 495.53 / TC ME TC FS 494.32 p� FS TC 497.85 rn ' ^ a LJ ❑ V1 TC 496.10 495.46 � D TC X1 i .. , X2.......____ / 500.. 499 98 .cu zI mmewygf , s . . &..... m. awn'. .. .: .: t a j 06 Y4 496. 496.31 �, ®a ® fm FS FS ; 494.57 k ,3 a _--- S E MIN 0 LE TRAIL (ROUTE 2 J ) VARIABLE WIDTH R/W D.B. 1317 PG. 75 D.B. 435 PG. 171 EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029- 002 -901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION 20 .." z [phc%vmQcp r. NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE SIN STORE DEAD_ TYPE FFS cs PROJECT NUMBER: 86047 ENS � mv# ui 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 517.06 TC 516.33 TC S� ®.. `v L0 ®� f� 515.50%% TC FL TC5 FIL TC 4rj GRADING NOTES 1. ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. 2. ALL PROPOSED SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRINTAGES SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE AND 4.5% LONG. SLOPE. 3. STORM DRRAINAGE CLEANOUTS SHALL BE TRAFFIC BEARING AND PROTECTED BY CONCRETE COLLAR (SEE DETAIL THIS SHEET). 4. REFER TO SHEET CG -302 FOR STORM SEWER PIPE AND STRUCTURE TABLES. 5. ALL STORM STRUCTURES TO RECEIVE INLET PROTECTION. 6. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRED. 7. GRADES ALONG RIGHT -OF -WAY HAVE BEEN APPROXIMATED BASED ON VDOT PLANS. STORM STRUCTURES A VDOT STD DI -2B; L =6 FT TOP =494.35; INV = 489.37; H =4.98' B VDOT STD DI -3 B; L =6 FT TOP = 496.74; I NV = 491.84; H = 4.90' C VDOT STD DI -2C; L =6 FT TOP =496.47; INV = 492.71; H =3.76' D VDOT STD DI -2B; L =8 FT 00 TOP = 495.40; I NV = 489.78; H = 5.62' TW ,00 503.84 499.50 501.37 498,20 I 497.01 E VDOT STD MH, D=48" BW TC TW TC TC TC TOP =496.41; INV =490.60; H =5.81' 499.81 TC F VDOT STD DI -2C; L =6 FT 50 <1 ��/ c TOP =496.75; INV = 492.85; H =3.90' O 0 q� 9899 n X2 EX. MH; LOWER RIM 499.00 r a- -I 498.66 IQ TOP =494.88; INV =489.70; H = 5.18' BW 496.7 TC 0 - 497.07 TW I ' j 496.21 I STORM PIPES TC TC I .I d N � F- E 151 LF _ 15 i n CLASS I I I RCP @ 1.49% 496.88 I ° I INV (IN) = 492.85; INV (OUT) = 490.60 TC I I 496.47 ` 496.82 1_ TC 497.00 E - D 56 LF - 15 in CLASS I I I RCP @ 1.46% 496 60 497.28 I TC INV (I N) = 490.60; I NV (OUT) = 489.78 TC TW INV= 492.80 C B 6 496.80 D - X2 5 LF - 15 in CLASS I I I RCP @ 1.60% 496.55 TC INV(IN) =489.78; INV (OUT) =489.70 X97.25 � TC Ir C C - B 31 LF - 15 in CLASS I I I RCP @ 2.81% !! INV (IN) = 492.71; INV (OUT) = 491.84 IN V= 493.31 496 I B- A 88 LF - 15 i n CLASS I I I RCP @ 2.81% -za it nr A u INV(IN)= 491.84;INV(0 UT) = 489.37 ® 505.17/ I w ° FS 497.13 497.25 Q I ,j BW 498.48 TW 497.25 - 497.28 FS FS 497.11 495.53 1 ° 498.50 d TC TC TW 496.93 Q 14' a 498.00. FS e d I` BW 0 d 496.60 496.75 a ° o -497 -- BW 496.27 F TC d 497.18 BW .50 494.74 I 494.TC O d° d f o o d° d TC P 496.44 496.70 TC ,1 TC P X496 A 496.41 TC .52 0 ® 497.00 496.88 FS ❑ TC �/TC4.50 TC 497.32 FS °� 496.88 495.59 495.63 � TC 494.09 TC FS _ po,�O TC TC I 493.39 497.52 495.61 495.53 / TC ME TC FS 494.32 p� FS TC 497.85 rn ' ^ a LJ ❑ V1 TC 496.10 495.46 � D TC X1 i .. , X2.......____ / 500.. 499 98 .cu zI mmewygf , s . . &..... m. awn'. .. .: .: t a j 06 Y4 496. 496.31 �, ®a ® fm FS FS ; 494.57 k ,3 a _--- S E MIN 0 LE TRAIL (ROUTE 2 J ) VARIABLE WIDTH R/W D.B. 1317 PG. 75 D.B. 435 PG. 171 EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029- 002 -901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION 20 .." z [phc%vmQcp r. NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE SIN STORE DEAD_ TYPE FFS cs PROJECT NUMBER: 86047 ENS � mv# ui 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-U. RYA . PERKINS LIC. No. 046565 1 Cs �r l�NAL REVISIONS: DRAWING BY: RRP DATE: JUNE 4, 2015 JOB NUMBER: 113001348 TITLE: GRADING AND PHASE II E &S PLAN SHEET NUMBER: GRAPHIC SCALE CG-1 01 LE IN FEET 0 10 20 40 _ COMMENTS: A-yz- (7,- ��► -� c vs 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' S,3,3'1 0'27"E 65.63' 3'45'47" 32.83' C3 19.46' 12.17' 1 S13'12'1 4 "E 11.98' 35'50'29" 6.29' �f 8" 22.5' BENID UTILITYr NOTES: 1. REIFER TO SHEET CU -201 FOR UTILITY PROFILES. 2. CRiOSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE INTERNAL TO THE BUILDING AND IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER TO ARCHITECTURAL PLANS). 3. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, SECTION 506.1. 4. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND NOTIFY KIMLEY -HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED. 5. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 30" MINIMUM. PROPOSED PUBLIC UTILITY EASEMENT _ ,,... N44SO32aF 9�\ I — — — — RIM= 497.76' INV= 492.36' N24'46'03 "E 150.00' - — ' I 4 I I ° � o e I I a p CONTRACTOR TO COORDINATE SERVICE CONNECTIONS 1 <. WITH GAS, POWER AND TELEPHONE COMPANY n 1ju larmacy 11, 9 4 9 SF. TYPE B �n m PROPOSED 20 PUBLIC I I UTILITY EASEMENT -� I I ° 9 -7 I\ s R 0 V! D E �I F.F.E. 497.29 - ua I a 28.7' ° / 2�4 SEWER CLEANOUT ° INVERT = 492.95 N45'02'38 "W I I ° a `�' ° 35 LF 6" SDR 35 COPPER WATER LINE TAPPING SLEEVE 18.21 I PVC 0 5.84% ° u a ° M 81 LF 6" SDR 35 I \--- - - - - -- - - - - - -£ _ ._ .. PVC ® 5.84% ° 45' BEND ° W N `^ W W-. S S S SEWER CLEANOUT < _ INVERT = 490.89 -.- �\ _. UTILITY SE MEN T 22.5' BEND 2'39 "W 88.21' , _ �.�'..— _ — _ -.„'_- �2S'20 +05 "W 174.59' a — CONNECT TO EX. 8" WATERLINE > __ 8" 22.5' BEND I RIM = 491.40' INV= 485.50' PROVIDE BACKFLOW PREVENTOR WITH UNIONS FOR WINTER 8" DUCTILE IRON WATER LINE REMOVAL FOR IRRIGATION SERVICE t r • S E MIN 0 LE TRAIL (ROUTE 2 � � EXISTING FIRE HYDRANT TO REMAIN, CONTRACTOR TO LOWER TO PROPOSED GRADE IF REQ'Dl BY FIRE MARSHAL VARIABLE WIDTH R/W REUSE EXISTING 1" WATER METER FOR CVS DOMESTIC SERVICE D.B. 1317 PG. 75 REUSE EXISTING I" WATER METER FOR IRRIGATION D.B. 435 PG. 171 1" PVC IRRIGATION LINE EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS) GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION 20� .s GRAPHIC SCALE IN FEET 0 10 20 40 I STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 l l-_1 r � ! 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) 4191 -0759 6" FIRE HYDRANT ASSEMBLY r 3 f rt 6" DUCTILE IRON WATER LINE N45'07'43 "W `4 21.67' -1 CONNECT TO EX. 8" WATERLINE f 8" X 6" TEE (1) 6" GATE VALVE (1) 8" GATE VALVE 8" 45' BEND i N5'40'11 "E 11E INTO EXISTING WATER LINE 9.59' 8 DUCTILE IRON WATER LINE w � ' 8" 22.5' BENID UTILITYr NOTES: 1. REIFER TO SHEET CU -201 FOR UTILITY PROFILES. 2. CRiOSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE INTERNAL TO THE BUILDING AND IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER TO ARCHITECTURAL PLANS). 3. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, SECTION 506.1. 4. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND NOTIFY KIMLEY -HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED. 5. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 30" MINIMUM. PROPOSED PUBLIC UTILITY EASEMENT _ ,,... N44SO32aF 9�\ I — — — — RIM= 497.76' INV= 492.36' N24'46'03 "E 150.00' - — ' I 4 I I ° � o e I I a p CONTRACTOR TO COORDINATE SERVICE CONNECTIONS 1 <. WITH GAS, POWER AND TELEPHONE COMPANY n 1ju larmacy 11, 9 4 9 SF. TYPE B �n m PROPOSED 20 PUBLIC I I UTILITY EASEMENT -� I I ° 9 -7 I\ s R 0 V! D E �I F.F.E. 497.29 - ua I a 28.7' ° / 2�4 SEWER CLEANOUT ° INVERT = 492.95 N45'02'38 "W I I ° a `�' ° 35 LF 6" SDR 35 COPPER WATER LINE TAPPING SLEEVE 18.21 I PVC 0 5.84% ° u a ° M 81 LF 6" SDR 35 I \--- - - - - -- - - - - - -£ _ ._ .. PVC ® 5.84% ° 45' BEND ° W N `^ W W-. S S S SEWER CLEANOUT < _ INVERT = 490.89 -.- �\ _. UTILITY SE MEN T 22.5' BEND 2'39 "W 88.21' , _ �.�'..— _ — _ -.„'_- �2S'20 +05 "W 174.59' a — CONNECT TO EX. 8" WATERLINE > __ 8" 22.5' BEND I RIM = 491.40' INV= 485.50' PROVIDE BACKFLOW PREVENTOR WITH UNIONS FOR WINTER 8" DUCTILE IRON WATER LINE REMOVAL FOR IRRIGATION SERVICE t r • S E MIN 0 LE TRAIL (ROUTE 2 � � EXISTING FIRE HYDRANT TO REMAIN, CONTRACTOR TO LOWER TO PROPOSED GRADE IF REQ'Dl BY FIRE MARSHAL VARIABLE WIDTH R/W REUSE EXISTING 1" WATER METER FOR CVS DOMESTIC SERVICE D.B. 1317 PG. 75 REUSE EXISTING I" WATER METER FOR IRRIGATION D.B. 435 PG. 171 1" PVC IRRIGATION LINE EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS) GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION 20� .s GRAPHIC SCALE IN FEET 0 10 20 40 I STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 l l-_1 r � ! 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) 4191 -0759 FS Y RYA PERKINS LIC. No. 046565 6.4.15 �.IONAL F' REVISIONS: DRAWING BY: RRP DATE: JUNE 4, 2015 JOB NUMBER: 113001348 TITLE: UTILITY PLAN SHEET NUMBER: COMMENTS: cvS/ -7 �q`I CU -101 PE LI( OO 0 04 N ELEV n'_n" _Q Q Q FRONT ELEVATION RIO ROAD A4 I SCALE: 1/8' = 1' -0" 0 0 i N 112110111111111 FINISH GRADE .., .IL DWG(. L C i C, C, PEF LIGI RIGHT SIDE ELEVATION (ROUTE 29; SCALE- 1 /8" = V -0" 3 LEFT SIDE ELEVATION A4 SCALE: 1/8" = 1' -0" F,; -- ?.a 4 REAR ELEVATION A4 SCALE: 1/8" = V -0" 1%L. %.ivies UVTUJ. v v r/ EXTERIOR FINISH SCHEDULE TAG IMATERIAL / DESCRIPTION MFR./ STYLE / CAT. NO. COLOR NOTES 01 NOT USED TEL: (804) 419 -0740 E2 EIFS STO LOTUSAN SYSTEM NA05 -0001 191 STOUT, LOTUSAN 1.5 RAFTERTAIL CORNICE E3 STRUCTURAL BRICK QUIK BRICK RICHFIELD MORTAR COLOR — LEHIGH BLEND LIGHT BEIGE E4 STRUCTURAL BRICK QUIK BRICK JARED TAN MORTAR COLOR — LEHIGH BLEND LIGHT BEIGE E5 PAINT BENJAMIN MOORE 2174 -30 HOLLOW MTL DOORS /FRAMES, SEDONA CLAY 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 E� PREFINISHED METAL EDGE COLOR TO MATCH (D FLASHING & FASCIA "E2" EIFS Eli ALUM STOREFRONT CLEAR ANODIZED E9 ALUM AUTOMATIC DOOR STANLEY DURAGLIDE 5300 CLEAR ANODIZED E10 VINYL AWNING BURTON SIGNWORKS, WEBLON #2926 SUPPLIED & INSTALLED BY GC INC. DEEP RED E11 PREFAB. FIBERGLASS TRELLIS E1 RE: SPECIFICATIONS E12 ALUMINUM CANOPY MAPES ARCHITECTURAL CLASS II CLEAR CANOPIES ANODIZED LEGEND XO — 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. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Retaining Walls shall match building materials and # ftomuftmm�w@ 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: 086047 Larson Design Group 1000 Commerce Park Drive Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 Fax: 570.323.9902 www.larsondesigngroup.com ARCHITECTS ENGINEERS SURVEYORS CONSULTANT: I SEAL: DEVELOPER: THE REBKEE COMPANY 15871 VITY VIEW DRIVE MIDOLTHIAN, VA 23113 TEL: (804) 419 -0740 FAX: (804) 419 -0759 DRAWING BY: JRY DATE: 16 APR 2015 JOB NUMBER: 6558 -034 TI TLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-4m 1_ COMMENTS: OS 47, �o t ` • 1700,Seminole Trail 1 1 1 i ,, \ D _ • f � � \L`/ Y / F l � 21 /I i 3B °04'57. 3" N 78 °28'25.69" by I1, 51 2 k y, 117 1250 tt (j 3m owl ,�. _ r- �.: ,� _. __ e_ t Google earth 0 TORVISOr innovative equipment screens 3 generations ahead of the next hp-,t cnhitin: + ,- —o i S -(, -7 c vs nil ®nvisor An affordable solution for equipment screening is finally here... linrisor equipment scre<na new offer —hirects the Flcaibility ru create affurdabl<, elegant, customised Ding aulutiues rhat intrgram wifi their building dcagn, all with no rooftop peectratlon. 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Call far a c mplete design kit today o vtsst out —bsite at — tityacapeatnc<om. www. citys c ap e s i n c. c om Tenvisor Product Features No Rooftop Penetration Pre - Engineered Screening System Screening Code Solution Attractive Alternative to Parapet Walls Multiple Panel Designs Designer Top Trim Accents Vertical or Canted Designs Wide Range of Designer Colors Panels Slide for Easy Service Access Custom Design Capabilities Our panels are designed m slide side - , -side i. ­h, di—Ii— for ­y a o the equipment for serve ing and mun ..i —n..— - .cityscapesinc.com Equipment Vendors Retail Clients (:..roes] II VAC and Ch.11er Lquipmem Vendnn mhn have S.— of ,he clienn vnlixinR E%VISUK R.nf,np lignipmem iast Ud Er VISOR Roof(.p Equipment S-- include: acrreas —Their HV'AC and Chiller Equip.— include: Trane Hussmann Aldi McDonald's Lennox Air-isc AMC Theaters Meijer York Bryant Acis Mobil Oil Carrier McQttay Best Buy M—ico Heil BAC Blockbuster Rite Aid AAON Hill Phoenix Coslco Sam's Club Liebert Am. Standard CVS Sears Rh... Munters Hertz Target Reznor Engineered Air Home Depot Walgreen's Kohl's Wal -Mart L—'s Wendy'. n onvisor, screening systems by CnyS -pes Int.—Lionsl 420U Ly— Coup Hilliard, UH 43026 '1'011 free: x77.727.3367 F..: 8UU.726.4817 rgeltyscapes www.cityscapesine.com GENERAL PLANTING NOTES: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, ETC. NECESSARY TO COMPLETE ALL PLANTING AS SHOWN ON THE PLANTING PLANS, AS SPECIFIED HEREIN OR IN SUPPLEMENTAL SPECIFICATIONS, AND /OR AS REQUIRED BY JOB CONDITIONS. THE WORK IN GENERAL INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) SOIL PREPARATION; (2) PROVIDING TOPSOIL AND ALL SOIL AMENDMENTS, (3) EXCAVATION OF PLANT PITS; (4) PROVIDING ALL PLANT MATERIAL AND MULCH AS INDICATED ON PLANS, (5) FERTILIZING, (6) STAKING; (7) CHEMICAL APPLICATION; (8) MAINTENANCE AND GUARANTEE; (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE. THE PLANTING CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH THE OTHER CONTRACTORS. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF ANY UTILITIES. PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR ROTO- TILLING THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF VERIFYING THE LOCATIONS OF ALL UTILITIES, ABOVE AND /OR BELOW GROUND, PUBLIC AND /OR PRIVATE THAT MAY EXIST AND CROSS THROUGH THE AREAS OF CONSTRUCTION. (1) SOIL PREPARATION (1.1) BECAUSE OF SOIL COMPACTION DURING CONSTRUCTION, ALL PLANTING AREAS SHALL BE ROTOTILLED TO A DEPTH AS SHOWN IN DETAILS OR AS SPECIFIED IN WRITTEN SPECIFICATIONS. A PLANTING AREA IS ANY AREA IN WHICH NEW PLANTING OCCURS. EXCAVATE THE ENTIRE AREA BOUNDED BY WALKS, WALLS, FENCES, ETC REMOVE SPOIL MATERIAL AS DIRECTED BY OWNER OR THE OWNER'S REPRESENTATIVE. (1.2) EXCAVATED SOIL SHOULD BE USED AS BACKFILL MATERIAL IN ORDER TO ELIMINATE OR MINIMIZE THE OCCURRENCE OF HYDROLOGIC DISCONTINUITIES, AND /OR SOIL INTERFACE PROBLEMS COMMON TO PLANTING BEDS CONTAINING SOILS OF DIFFERENT TEXTURE. WHERE THE TEXTURE OF THE EXISTING SOIL IS UNDESIRABLE FOR THE PLANT SPECIES BEING PLANTED (i.e. HEAVY CLAY, PURE SAND) AND WHERE THE pH OF THE EXISTING SOIL IS SUITABLE FOR THE SPECIES BEING PLANTED, THE SOIL SHALL BE BLENDED 66% EXISTING SOIL WITH 33% AMENDED SOIL. (1.3) WHERE IT IS DETERMINED THAT THE EXISTING SOIL EXCAVATED IS TOTALLY UNSUITABLE FOR USE AS BACKFILL MATERIAL BECAUSE OF IMPROPER pH OR THE PRESENCE OF DEBRIS OR OTHER DELETERIOUS MATTER, THE BACKFILL MATERIAL SHALL BE 100% AMENDED SOIL MIXTURE AS DESCRIBED BELOW WITH THE ADDITION OF 1/2 PART SAND. AMENDED SOIL: O PLANTING SOIL FOR AMENDING BACKFILL SHALL BE 100 %TOP TOPSOIL L WITH AMENDMENT S ADDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS TEST REPORT TO BRING THE pH VALUE OF THE PLANTING BACKFILL MIXTURE WITHIN THE RANGES DESCRIBED BELOW, THE TOPSOIL AND AMENDMENTS SHALL BE MIXED AT AN ON -SITE LOCATION. PLANTING SOIL SHALL NOT BE MIXED AT INDIVIDUAL PLANT LOCATIONS. (2) TOPSOIL AND ALL SOIL AMENDMENTS (2.1) NECESSARY QUANTITIES OF TOPSOIL SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL APPLY TOPSOIL ONLY AFTER SECURING SOIL TEST (V.P.I.), APPLYING RECOMMENDED TREATMENT THEREOF, AND SUBMITTING FOR APPROVAL. (2.2) ON -SITE TOPSOIL MEETING THE CONDITIONS FOR THESE NOTES MAY BE USED, OR IF INSUFFICIENT QUANTITIES ARE AVAILABLE, OUTSIDE TOPSOIL MEETING THE FOLLOWING CRITERIA SHALL BE PROVIDED. 2 3 ON -SITE TOPSOIL SHALL BE ( ) STOCKPILED TOPSOIL 0 THAT HAS BEEN SALVAGED IN ACCORDANCE WITH ITH SECTION 303.04(A) OF THE V.D.O.T. SPECIFICATION IT ( ) S SHALL BE FREE FROM O REFUSE OR ANY MATERIAL TOXIC TO PLANT GROWTH, AND REASONABLY FREE FROM SUBSOIL, STUMPS, ROOTS, BRUSH, STONES, CLAY, LUMPS, OR SIMILAR OBJECTS LARGER THAN 3" IN THEIR GREATEST DIMENSION. (2.4) OFF -SITE TOPSOIL, IF NEEDED, SHALL BE TOPSOIL FURNISHED FROM SOURCES OUTSIDE THE PROJECT LIMITS AND SHALL BE THE ORIGINAL TOP LAYER OF A SOIL PROFILE FORMED UNDER NATURAL CONDITIONS, TECHNICALLY DEFINED AS THE "A" HORIZON BY THE SOIL SOCIETY OF AMERICA. IT SHALL CONSIST OF NATURAL FRIABLE, LOAMY SOIL WITHOUT ADMIXTURES OF SUBSOIL. OR OTHER FOREIGN MATERIALS, AND SHALL BE REASONABLY FREE FROM STUMPS, ROOTS, HARD LUMPS, STIFF CLAY, STONE, NOXIOUS WEEDS, BRUSH, OR OTHER LITTER. IT SHALL HAVE DEMONSTRATED BY EVIDENCE OF HEALTHY VEGETATION GROWING, OR HAVING GROWN ON IT PRIOR TO STRIPPING, THAT IT IS REASONABLY WELL DRAINED AND DOES NOT CONTAIN SUBSTANCES TOXIC TO PLANTS. (2A. 1) "A" HORIZON: "A" HORIZONS SHALL BE MINERAL HORIZONS CONSISTING OF (1) HORIZONS OR ORGANIC MATTER ACCUMULATION FORMED OR FORMING AT OR ADJACENT TO THE SURFACE; (2) HORIZONS THAT HAVE LOST CLAY, IRON, OR ALUMINUM, WITH RESULTANT CONCENTRATIONS OF QUARTZ OR OTHER RESISTANT MINERALS OF SAND OR SILT SIZE, OR (3) HORIZONS DOMINATED BY 1 OR 2 ABOVE BUT TRANSITIONAL TO AN UNDERLYING B OR C. (2.4.2) "A" HORIZON SUBDIVISIONS: Al HORIZONS SHALL BE MINERAL HORIZONS, FORMED OR FORMING AT OR ADJACENT TO THE SURFACE, IN WHICH THE FEATURE EMPHASIZED IS AN ACCUMULATION OF HUMIDIFIED ORGANIC MATTER INTIMATELY ASSOCIATED WITH THE MINERAL FRACTION. THE SOIL IS A DARK OR DARKER THAN UNDERLYING HORIZONS BECAUSE OF THE PRESENCE OF ORGANIC MATTER. THE ORGANIC MATERIAL IS ASSUMED TO BE DERIVED FROM PLANT AND ANIMAL REMAINS DEPOSITED ON THE SURFACE OF THE SOIL OR DEPOSITED WITHIN THE HORIZON WITHOUT APPRECIABLE TRANSLOCATION. A2 HORIZONS SHALL BE MINERAL HORIZONS IN WHICH THE FEATURE EMPHASIZED IS LOSS OF CLAY, IRON OR ALUMINUM, WITH RESULTANT CONCENTRATION OF QUARTZ OR OTHER RESISTANT MINERALS IN SAND AND SILT SIZES. (2.4 3) "A" HORIZON TOPSOIL CONTENT: "A" HORIZON TOPSOIL SHALL BE IN ACCORDANCE WITH THE FOLLOWING MATERIALS BY PERCENTAGE OF VOLUME: SILT 42 -58% SAND 15 -20% CLAY 15 -20% ORGANIC MATERIAL 12 -18% (2.5) TOPSOIL SHALL HAVE A pH IN THE RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH AMENDMENTS. IF THE pH IS NOT WITHIN THIS RANGE, THE pH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR A DIFFERENT SOURCE OF SUPPLY SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN THE PLANTING OPERATIONS. (2.6) PLANTING SOIL AFTER AMENDING FOR DECIDUOUS PLANTS SHALL HAVE A pH VALUE BETWEEN 6.0 AND TO, AND FOR EVERGREEN OR SEMI - EVERGREEN PLANTS SHALL HAVE A pH VALUE BETWEEN 5.0 AND 6.0. A REPRESENTATIVE SAMPLE FROM THE EXCAVATED SOIL SHALL BE FIELD TESTED FOR pH UTILIZING A RELIABLE SOIL pH METER OR SOIL pH TEST KIT. THE pH VALUE OF THE NATURAL SOIL BACKFILL MIXTURE MAYBE AMENDED BY ADDING LIMESTONE OR ALUMINUM SULFATE AS NEEDED. (3) EXCAVATION OF PLANT PITS (3.1) PRIOR TO EXCAVATION OF TREE PITS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO- TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. (3.2) IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO- TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOTBALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6 ". (3.3) TREE PITS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE PIT SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. (3.4)SHRUB BEDS SHALL BE EXCAVATED TO 6" BELOW THE ROOT BALL OF THE SHRUB (3.5) ALL AIR POCKETS SHALL BE REMOVED FROM PLANT PIT UPON BACK FILLING WITH PLANTING SOIL BY FILLING APPROXIMATELY 1/2 TO 2/3 OF THE PIT WITH PLANTING BACKFILL MATERIAL, TAMPING BACKFILL MATERIAL AND THEN WATERING TO ENSURE SETTLEMENT OF THE MATERIAL. BACKFILL MATERIAL SHALL THEN BE PLACED WITHIN THE REMAINING CAVITIES OF THE PLANT PIT, TAMPING AND WATERED AGAIN TO ENSURE SETTLEMENT OF THE BACKFILL MATERIAL. UNDER NO CIRCUMSTANCES SHALL ANY SOIL OR BACKFILL MATERIAL BE APPLIED ABOVE THE ROOT BALL OF THE PLANTS. (3.6) GROUND COVERS SHALL BE PLANTED IN BEDS HAVING A MINIMUM DEPTH OF 4" BELOW THE PROPOSED ROOT DEPTH. PLANTS SHALL BE EVENLY SPACED AND SET TO MAINTAIN THE ORIGINAL GROWING DEPTH WHILE ALLOWING FOR A 2" TOP DRESSING OF MULCH. (4) PLANT MATERIAL AND MULCH (4.1) THE NAMES OF PLANTS REQUIRED UNDER THIS CONTRACT CONFORM TO THOSE GIVEN IN L.H. BAILEY'S HORTUS THIRD, 1976 EDITION. NAMES OF VARIETIES NOT INCLUDED THEREIN CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. ALL PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THEIR SPECIES AND THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WITH WELL DEVELOPED ROOT SYSTEMS. ALL PLANT MATERIAL SHALL BE FREE FROM INSECT PESTS, PLANT DISEASES, AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES. TREES SHALL HAVE SINGLE TRUNKS EXCEPT AS NOTED. ALL SHRUBS SHALL BE HEALTHY, VIGOROUS, AND OF GOOD COLOR. ONLY DAMAGED OR BROKEN BRANCHES OF PLANT MATERIAL MAY BE PRUNED AND ANY NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. HOWEVER, UNDER NO CIRCUMSTANCES SHALL THE CENTRAL LEADER OF A PLANT BE PRUNED. (4.2) ALL TAGS, STRINGS OR ANY OTHER MATERIAL ATTACHED TO THE PLANTS SHALL BE REMOVED AT THE TIME OF THE PLANTING. BALLING AND BURLAPPING OF PLANTS SHALL FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK. (4.3) SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PROOF THAT ANY PLANT IS NOT OBTAINABLE. ALL SUBSTITUTIONS MUST BE AUTHORIZED BY THE OWNER OR THE OWNER'S REPRESENTATIVE IN WRITING PROVIDING FOR USE OF THE NEAREST EQUIVALENT OBTAINABLE SIZE OR VARIETY OF PLANT HAVING THE SAME ESSENTIAL CHARACTERISTICS AS THE ORIGINAL VARIETY WITH AN EQUITABLE ADJUSTMENT OF CONTRACT PRICE. (4.4) BALLED AND BURLAPPED PLANTS (B &B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP OR SIMILAR MATERIAL AND BOUND WITH TWINE OR CORD. BURLAP SHALL NOT BE PULLED OUT FROM UNDER BALLS DURING PLANTING OPERATIONS. B &B PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE COVERED WITH MOIST SOIL, MULCH, OR OTHER MATERIAL TO PROVIDE PROTECTION FROM DRYING WINDS AND SUN. (4.5) PLANTS NOTED "CONTAINER" ON THE PLANT LIST MUST BE CONTAINER GROWN WITH WELL ESTABLISHED ROOT SYSTEMS. LOOSE CONTAINERIZED PLANT MATERIAL WILL NOT BE ACCEPTED. ALL PLANTS INJURED AND PLANTS WITH ROOT BALLS BROKEN DURING TRANSPORT OR PLANTING OPERATIONS WILL BE REJECTED. BARE - ROOTED PLANTS (BR) SHALL BE PLANTED OR HEELED -IN IMMEDIATELY UPON DELIVERY. ALL PLANTS SHALL BE WATERED AS NECESSARY UNTIL PLANTED (4.6) NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON THE PLAN EXCEPT WHERE OBSTRUCTIONS BELOW GROUND ARE ENCOUNTERED OR WHERE CHANGES HAVE BEEN MADE IN THE PROPOSED CONSTRUCTION NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. REASONABLE CARE SHALL BE EXERCISED TO HAVE PLANTING PITS DUG AND SOIL PREPARED PRIOR TO MOVING PLANTS TO THEIR RESPECTIVE LOCATIONS TO ENSURE THAT THEY WILL NOT BE UNNECESSARILY EXPOSED TO DRYING OR PHYSICAL DAMAGE. (4.7) A LIST OF PLANTS, INCLUDING SIZES, QUANTITIES AND OTHER REQUIREMENTS, IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES AS SHOWN ON THE DRAWINGS IF DISCREPANCIES OCCUR IN THE QUANTITIES SHOWN, THE PLANTING PLANS SHALL GOVERN. (4.8) THE PLANTING CONTRACTOR WILL BE NOTIFIED BY THE GENERAL CONTRACTOR WHEN OTHER DIVISIONS OF THE WORK HAVE PROGRESSED SUFFICIENTLY TO COMMENCE WORK ON THE PLANTING OPERATION THEREAFTER, PLANTING OPERATIONS SHALL BE CONDUCTED UNDER FAVORABLE WEATHER CONDITIONS DURING THE NEXT SEASON OR SEASONS WHICH ARE NORMAL FOR SUCH WORK. REMOVAL OF ROCK OR OTHER UNDERGROUND OBSTRUCTIONS, RELOCATIONS TO AVOID OBSTRUCTIONS, AND PROVISION OF DRAINAGE FOR PLANTING AREAS SHALL BE DONE ONLY AS APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE (4.9) ALL PLANTS SHALL BE PLANTED UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUTOFF CLEANLY. PLANTS WITH CIRCLING ROOTS SHALL NOT BE ACCEPTED. BURLAP TWINE AND OTHER FASTENING MATERIAL SHALL BE CUT AND PUSHED TO THE BOTTOM OF THE PLANT PIT PRIOR TO BACKFILL MATERIAL BEING PLACED. THE PLANT SHALL NOT BE ROCKED BACK AND FOURTH TO ENTIRELY REMOVE THE WRAPPING MATERIAL NOR SHALL ANY OTHER PRACTICE BE PERFORMED WHICH COULD CAUSE THE ROOT BALL TO BREAK APART. WHEN WIRE BASKETS ARE USED ON THE ROOT BALL OF PLANTS THE WIRE SHALL BE REMOVED TO AT LEAST 12" BELOW THE TOP OF THE ROOT BALL. (4.10) AT THE TIME OF PLANTING, AND AS MANY TIMES LATER AS SEASONAL CONDITIONS REQUIRE, EACH PLANT AND THE 1 SOIL AROUND IT SHALL BE THOROUGHLY WATERED. CARE SHOULD BE EXERCISED WHEN WATERING TO AVOID FLOODING S OF PLANTS AND BEDS, DISPLACEMENT OF MULCH MATERIAL AND EROSION OF SOIL. AVOID USE OF HIGH PRESSURE RING FOR TREES SHALL EXTEND APPROX. 6" HOSES, THE CONTRACTOR SHALL MAKE, AT HIS EXPENSE, WHATEVER ARRANGEMENTS MAY BE NECESSARY TO ENSURE MIDLOTHIAN, VA AN ADEQUATE SUPPLY OF WATER TO MEET THE NEEDS OF THIS CONTRACT DURING INSTALLATION. THE CONTRACTOR (1) SHALL ALSO FURNISH ALL NECESSARY HOSE, EQUIPMENT ATTACHMENTS AND ACCESSORIES FOR THE ADEQUATE TH WATERING OF PLANTED AREAS AS MAY BE REQUIRED UNTIL ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. FO (4.11) MULCH SHALL BE CLEAN, GROUND OR SHREDDED BARK OR HARDWOOD MULCH. IN PLANTING AREAS WHERE SLOPES RE ST EXCEED 3:1 AND AT DRAINAGE DISPERSION POINTS OR ALONG NATURAL WATER WAYS WHERE CONCENTRATIONS OF SURFACE WATER EMPTY FROM CULVIERTS OR PAVED DITCHES, HEAVY JUTE MESH SHALL BE INSTALLED. SHREDDED CO HARDWOOD OR BARK MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST TWO MONTHS PRIOR TO APPLICATION. 2N FRESHLY GROUND MULCH WILL NOT BIE ACCEPTED. FINELY GROUND MULCH WHICH INHIBITS DRAINAGE, ENCOURAGES BARRIER FABRIC SHALL BE INSTALLED IN WEED GROWTH OR BECOMES WATERLOGGED WILL NOT BE ACCEPTED. MULCH SHALL BE COMPOSED OF SIMILAR SIZED CO FRAGMENTS AND SHALL NOT CONTAIN) STICKS, CONES, LEAVES, UNSHREDDED PIECES, OR OTHER DELETERIOUS MATTER. GO ALL AZALEA AND CAMELLIA PLANTING BEDS SHALL. HAVE 1" OF PINE STRAW MULCH UNDER 3" OF SHREDDED HARDWOOD JU MULCH. 4. RA (4.12) ALL PLANTS SHALL BE MULCHED) IMMEDIATELY AFTER PLANTING. GROUND COVERS SHALL BE MULCHED WITH A 3" TA LAYER OF DOUBLE SHREDDED HARDWVOOD MULCH. ALL OTHER PLANTING BEDS, SHRUBS AND TREE PLANTINGS SHALL BE MULCHED WITH A 4" MINIMUM LAYER (OF MULCH. THIS MULCH SHALL ENTIRELY COVER THE AREA OF THE PLANTING PIT, BED, OR EARTH BERM AROUND EACH PLANT WITH THE EXCEPTION OF THE AREA IMMEDIATELY ADJACENT TO THE PLANT (2) TRUNK OR TRUNKS. THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS SHALL BE LEFT FREE OF ANY TH MULCH. (5) FERTILIZING (3) (5.1) THE FERTILIZER SHOULD BE A DR'Y SLOW RELEASE FORM OF FERTILIZER. IT SHOULD CONTAIN AT LEAST 25 -50% AB WATER INSOLUBLE NITROGEN. THE FE= RTILIZER SELECTED SHOULD ALSO HAVE A LOW ADJUSTED SALT INDEX TO PREVENT AN BURNING. THE N -P -K RATIO SHOULD NIOT EXCEED 3 -1 -2 UNLESS THE SOIL TEST REVEALS THAT ADDITIONAL LEVELS OF P AND K ARE NECESSARY. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED (4) (5.2) FOR DECIDUOUS TREES, USE OSIMOCOTE (18 -6 -12) AT THE RATE EQUIVALENT TO 4 LIES ACTUAL N /1000 SO FT OF ROOT SO ZONE AREA/YEAR. FOR EVERGREEN TFREES USE 2 LBS ACTUAL N /1000 SQ FT OF ROOT ZONE AREA/YEAR. GRADE ELE (5.3) MIX THE FERTILIZER INTO THE BACKFILL SOIL OF THE TREE PITS. FOR SHRUB BEDS, MIX THE FERTILIZER INTO THE SH AREA THAT HAS BEEN ROTO- TILLED ROR THE PLANTS. TH (5.4) THE FERTILIZER RATE FOR CONTINUOUS GROUND COVER AND SHRUB BEDS SHOULD BE DERIVED BY CALCULATING RO THE ENTIRE ROOT ZONE 00 0 E AREA. THE ROOT ZONE AREA IS FOUND BY MEASURING THE HE AREA CONTAINING THE MULTIPLE SO PLANT ROOTS. USE OSMOCOTE (18 -6 -112) AT A RATE EQUIVALENT TO 2 LEIS OF N /1000 SQ FT OF ROOT ZONE AREA. THE A. THE FERTILIZER SHOULD BE EVENLY DISTRHBUTED WITHIN THE SHRUB BED SOIL - OV AS (5.5) ALWAYS BE SURE THAT ADEQUATFE MOISTURE IS AVAILABLE WHEN FERTILIZING SO THAT THE FERTILIZER WILL BE DISSOLVED INTO THE SOIL SOLUTION [FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. 8. PREPARED PLANTING SOIL AS SPECIFIED. (5) (6) STAKING SHA (6.1) ALL TREES SHALL BE STAKED ACCORDING TO THE TYPICAL DETAILS PROVIDED. RO EXC (6.2) THREE STAKES SHALL BE REQUIRED PER LARGE AND MEDIUM TREES. SMALL DECIDUOUS TREES LARGER THAN V CALIPER AND EVERGREEN TREES :SHALL ONLY BE REQUIRED TO BE STAKED WITH 2 STAKES. TREES 1" CALIPER AND ROOTBALLS GREATER THAN 24" DIAMETER SMALLER SHALL ONLY BE REQUIREID TO BE STAKED WITH ONE STAKE. THE STAKES SHALL BE DRIVEN IN A RADIAL (6) PATTERN FOR LARGE, MEDIUM AND SMALL DECIDUOUS TREES. STAKES FOR EVERGREEN TREES SHALL BE PROVIDED ON EACH SIDE OF THE TREE 180 DEGR EES APART. STAKES SHALL BE DRIVEN VERTICALLY INTO THE GROUND OUTSIDE THE SHALL BE PLACED ON MOUND OF EDGE OF THE ROOTBALL OOTBALL TO A DEP TFH OF 2 1/2' T03'ON OPPOSITE POSITE I S DES OF THE TREE IN SUCH A MANNER AS NOT TO ( ) INJURE THE ROOT BALL OR ROOTS.. STAKES FORSUPPORTING TREES SHALL BE 1.5" X 1 5" SQUARE OR ROUND, BY 8'. LAW THE STAKES SHALL BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. SUN TIES SHALL BE ARBORTIE (OR EQUAL) SIZED APPROPRIATELY PER MANUFACTURES RECOMMENDATIONS FOR THE SIZE OW OF TREE SPECIFIED. ORI ARBORTIE (OR EQUAL) SHALL BE MAILED TO WO)DEN STAKES, OR TIED AROUND A'T' STAKE WITH A ROLLING HITCH. - . ROOTBALLS SMALLER THAN 24" IN DIA. MAY NO ANCHORS OR NAILS SHALL BE UUSED ON THE TREE ITSELF. OF USE ARBORKNOT DETAILS TO SECUJRE ARBORTIEIOR EQUAL) AROUND NEWLY PLANTED TREE. IF APPROPRIATELY TIED, 1; ARBORTIESHALL PROVIDEA SEC: URE, GIRDLE FREE ATTACHMENT TO THE TREE, WHICH WILL EXPAND AS THE TREE GROWS. NO ANCHORS OR NAILS SHALL BE UJSED ON THE TREE ITSELF. SECURE LONG END OF ARBORTIE 9iOS EQUAL) TCTHE EYE OF THE STA E ODDING NOTES VEGETATIVELY PROPAGATED FESCUE SOD IS THE PREFERRED LAWN GRASS. ONLY VARIETIES AT HAVE PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE LLOWING OR FROM VARIETIES AS RECOMMENDED IN THE 2014 -2015 VIRGINIA TURFGRASS VARIETY COMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA ATE UNIVERSITY AND SHALL BE A BLEND OF SEED THAT WILL BE TOLERANT OF SHADE TO FULL SUN NDITIONS. D MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COCHISE 11, COCHISE III, NSTITUTION, COYOTE II, CROSSFIRE II, DAVINCI, DAYTONA, ENDEAVOR, FALCON IV, FIDELITY, FORTE, OD -EN, GRANDE, GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, STICE, MAGELLAN, MASTERPIECE, MATADOR, MATADOR GT, ONYX, PADRE, PICASSO, PENN 1901, PTOR, REBEL EXEDA, REGIMENT II, REMBRANDT, SOUTHERN CHOICE 11, SR 8250, TAGS, TARHEEL, RHEEL 11, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE, WATCHDOG, AND WO)LFPACK. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON E DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. THE SOD SHALL BE CERTIFIED TO MEET LOCAL STATE PLANT BOARD SPECIFICAT11ONS, SOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AN ID DISEASE OF Y KIND. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDEID LAWN AREA. D SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE MENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS ALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AhD THEN OROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP - DRESSING IS NECESSARY AFTER LLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE D CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD ER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS LL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE OTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR ESSIVE HEAT AND MOISTURE. LAWN MAINTENANCE WITHIN THE CONTRACT LIMITS, THE CONTRACTOR O TRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE- SODDING OFF ALL ERODED, KEN OR BARE SPOTS (LARGER THAN 12 "X12 ") UNTIL CERTIFICATION OF ACCEPTABILIITY BY THE OWN OR OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED ,AS IN THE GINAL WORK (INCLUDING REGRADING IF NECESSARY). CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD /LAWN FOR A PERIOD TWO YEARS UNTIL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. K OR ANCHOR. ADD TENSION TO THE ARBORTIE (OR I CAR DOOR I .1 EQUAL) BY DRIVING THE STAKE OR ANCHOR INTO THE GROUND OUTSIDE OF THE PLANTING HOLE ATA45 DEGREE ANGLE TO THE TREE TRUNK. ±3'_0" WHEN DRIVING THE STAKE OR ANCHOR INTO TIE GROUND, ENSURE EYE OPENING IS NOT BURIED. FINAL STAKE PLACEMENT O CENTER OF SHALL ENSURE EYE OPENING IS EVEEN TO SOIL LEVEL - t NEAREST SHRUB STAKES OR ANCHORS SHALL BE EVEENLY SPACEDAROUND THE TREE. (6.3) WOODEN STAKES AND WIRE TIES SHALL BE REMOVED AFTER ONE YEAR. (7) CHEMICAL APPLICATION 2,_O„ o .o (7.1) ALL PESTICIDES SHALL BE PRODUCTS OF REC06NIZED COMMERCIAL MIN. CLEAR MANUFACTURERS, AND SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PESTCIDE LAWS. PESTICIDES SHALL BE APPLIED WITH CALIBRATED EQUIPMENT ACCORDING TO EPA LABEL RESTRICT104S AND REGULATIONS BY A CERTIFIED APPLICATOR. ANY DAMAGE INCURRED TO THE SITE, ADJACENT PRO)PERTIES, OR APPLICATOR DURING PESTICIDE APPLICATIONS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PAR (7.2) PESTICIDES SHOULD BE USED ONLY WHEN NECESSARY TO TREAT AN OUTBREAK OF A HARMFUL PEST OR DISEASE PROBLEM THE OWNER OR THE OWNER "S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS PRIOR TO THE APPLICATION OF ANY PESTICIDE. (8) MAINTENANCE AND GUARANTEE (8.1) THE LANDSCAPE CONTRACTOR SHALL BE RESP)NSIBLE FOR MAINTAINING HIS WORK FOR THE PERIOD OF TWO YEAR AFTER SUB TA - S N fIAL COMPLETION AND ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING,MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITIONS, RESTORATION OF EARTH BERMS, AND OTHER NECESSARY OPERATIONS. ADEQUATE PROTECTION FOR LAWN AREAS AGNNSTCRESPASSING DURING PLANTING OPERATIONS AND AGAINST DAMAGE OF ANY KIND SHALL BE PROVIDED. NOTFHING IN THEE NOTES IS INTENDED TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR EXISTING LAAWN AREAS .AMAGED BY WORKMEN ENGAGED IN THE COMPLETION OF THIS PROJECT. (8.2) INSPECTION OF THE WORK TO DET- ERMINE COMPLETION OF THE CONTRACT EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTINGS, WILL BE IMADE BY THEOWNER OR THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE INSTALLATION PERIOD UPON WRITTEN NOTICE FEQUESTING SUCH INSPECTION. REQUEST SHALL BE SUBMITTED BY CONTRACTOR AT LEAST THIRTY DAYS PRIOR TO THE%NTICIPATED DATE FOR INSPECTION. AFTER INSPECTION, THE PARKING ISLAND. NOSE -IN DETAIL �\ // �� CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ACCEPTANCE OF THE �( 1 WORK, EXCLUSIVE OF THE POSSIBLE RFEPLACEMENTOF PLANTS SUBJECT TO GUARANTEE; OR, IF THERE ARE ANY v 1 DEFICIENCIES, THE CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS NECESSARY FOR COMPLETION OF THE WORK, PLANTINGS SHALL NOT BE CONSIDERED ACCEPTED LNTIL ALL DEFICIENCIES HAVE BEEN CORRECTED AND APPROVED IN 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN). WRITING. MULCH SHALL BE MIN. 3" DEEP. (8.3) NURSERY STOCK SHALL BE FULLY GUARANTEEDFOR TWO FULL YEARS. ALL PLANTS THAT FAIL TO MAKE NEW NO POP -UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKINIG GROWTH FROM A DORMANT CONDITION ,OR THAT DIE DURING THE FIRST YEAR AFTER PLANTING SHALL BE REPLACED. ALL SPACE ON ANY SIDE REPLACEMENTS SHALL CONFORM WITH THE ORIGINAL SPECIFICATIONS AS TO SIZE AND TYPE. ALL COSTS OF REPLACEMENTS SHALL BE BORNE BY TI-HE CONTRACTOR. 2. CURB OR PARKING LOT EDGE (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE (9.1) ANY PLANT MATERIAL NOT PLANTED) SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE P a r k i Space FOR THE REMOVAL OF ALL UNUSED RUBEBISH AND DEBRIS FROM THE SITE UPON COMPLETION OF HIS WORK. n c�S p a C e Curb P (anti n g (10) PERMANENT SEEDING (SHALL ONLY APPLY TO DISTURBED AREAS NOT INDICATED TO RECEIVE SOD. SECTION NTS (10 1) TOPSOILING: WHERE TOPSOIL IS REEQUIRED ONADVERSE SOIL CONDITIONS, A MINIMUM OF FOUR INCHES OF TOPSOIL SHOULD BE USED. THE TOPSOIL SHOULD) CONTAIN AMINIMUM OF 35% FINE GRAINED MATERIAL (SILT AND CLAY AND 1.5% + ORGANIC MATTER). (10.2) LIME AND FERTILIZER: A. LIME - APPLY GROUND LIMESTONE: OR B. LIME - APPLY PULVERIZED AGRICUILTURAL LIMESTONE OR EQUIVALENT AT THE RATE OF 2 TONS PRE ACRE. C. FERTILIZER - 500 POUNDS PER ACRE OF 10 -20 -1D FERTILIZER OR EQUIVALENT. IF SOILS ARE UNIFORM, IT IS DESIRABLE TO HAVE LINE AND FERTILIZER RECOMMENDATIONS BASED ON SOIL TESTS. THE LIME AND FERTILIZER SHOULD BE DISKEEJ OR WORKED INTO A GOOD SEEDBED TO A DEPTH OF THREE TO FOUR INCHES. (10.3) SPRING AND FALL SEEDING: SEED CDNE OF THE FOLLOWING VARIETIES AT THE SPECIFIED RATES PER ACRE FOR TURF AREAS SEEDED IN THE SPRING OR (FALL (SEE SPECIFIED SEEDING DATES BELOW): TYPE OF GRASS SEEDING RATE SEEDING DATE TALL FESCUE (1) 5 - 7 LBS. /1000 SQ). FT. SPRING SEEDING: MARCH, TO EARLY APRIL. FALL SEEDING: AUGUST 1 TO NOVEMBER 1 NOTE: PREFERRED FESCUE SEEDIMG DATES ARE FROM AUGUST 1 TO NOVEMBER 1. SPRING SEEDING DATES WOULD BE FROM FEBRUARY 28, TO MAY 15. (2) ONLY FESCUE SEED THAT HAS PRC)VEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE FOLLOWING VARIETIES OR FROM WARIETIES AS RECOMMENDED IN THE 2014 -2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABLE FRROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY . 2 SHOVEL EDGE DIFFERENT PLANTING TREATMENTS GENERAL NOTES A. PROVIDE SMOOTH CONTINUOUS EDGE AS SHOWN. DIG EDGE WITH COMMON SPADE OR STRAIGHT BLADE SHOVEL. ND MILLENNIUM, AVENGER, BILTMORE, BIINGO, BLACKWATCH, BRAVO, COCHISE II(3), COCHISE III, CONSTITUTION, COYOTE Shovel Edge Detail II, CROSSFIRE II(3,4), DAVINCI(3), DAYTONAA(3), ENDEAVOR(3), FALCON IV, FIDELITY, FORTE, GOOD- EN(3,4), GRANDE(4), GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR(3), MATADOR GT(3), ONYX(3,4), FPADRE, PICASSO(3), PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, SECTION REMBRANDT(3), SOUTHERN CHOICE II(3), SR 8250(3), TAOS, TARHEEL, TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE(3), WATCHDOG, AND WOLFPACK(. (10.4) MULCH A. MULCH WITH ANY OF THE MATERIALS LISTED BELOW AND AT THE RATE INDICATED. SPREADING SHOULD BE UNIFORM EXISTING GRAS AND AT A RATE THAT PERMITS NO MORE THAN 25 -50% OF THE GROUND SHOWING THROUGH THE MULCH. (DASHEI B. MULCHING IS SPECIFICALLY REQUIRED ON ALL SOILS EXCEEDING 25% SLOPE. 1. STRAW - 1 TO 2 TONS/ACRE DEPENDING ON SEASON AND METHOD OF APPLICATION. 2. WOOD FIBER MATERIALS - 1,0010 LBS. PER ACRE. (10.5) MAINTENANCE ____ A. IRRIGATION - IF SOIL MOISTURE IS D)EFICIENT, SUPPLY NEW SEEDINGS AND PLANTINGS WITH ADEQUATE WATER FOR PLANT GROWTH UNTIL THEY ARE FIFRMLY ESTABLISHED. B. REPAIR - INSPECT ALL AREAS FOR PPLANTING FAILURES AND MAKE NECESSARY REPAIRS, REPLACEMENTS, AND RESEEDING WITH THE PLANTING SE.ASON IF POSSIBLE. C. LIME AND FERTILIZER - SHALL BE APPLIED UNDER A REGULAR PROGRAM THAT IS BASED ON SOIL FERTILITY TESTS AND ON THE USE AND GENERAL APFPEARANCE OF THE VEGETATIVE COVER DURING SUBSEQUENT GROWING SEASONS. SEEDING NOTES' ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDINGS, PAVEMENT, SIDEWALKS, WOODED AREAS AND PLANTING / MULCHED BEDS OR OTHERWISE CALLED OUTAS S OD LAWN AREAS SHALL BE SEEDED PER THE PERMANENT SEEDING SFPECIFICATIONS IN THE PRECEDING PARAGRAPH. SEEDED AREAS WILL ONLY BE ACCEPTED RAFTER DISTURBED AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING OF THE SPECIFIED PERMANENT GRASS. 5" MIIN. NTS • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub /Groundcover Planting on a Slope SECTION C r ARBORTIE (OR EQUAL) NAILED TO STAKE I- -- - - -- - - -- L) Tree Tie Detail SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS 1. ARBORTIE OR EQUAL SEE TIE DETAIL THIS SHEET (NOTE FOR MULTI -TRUNK TREES, USE 120° SEPARATE GUYS TO STRONGEST TRUNKS AT ENDS ARBORTIE 120° / CENTER OF EACH). EQUAL) BACK. PLAN 2• 3 1.5" X 8' MIN. SQUARE OR ROUND RE TO STAKE WITH STAKES SPACED EVENLY IN A RADIAL 4LVANIZED ROOFING PATTERN AROUND TREE. OR USA A KNOT. 3 3" MINIMUM OF MULCH AS SP GENERAL LANDSCAPE NOTES: A. CONTRACTOR OR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, IONS PERMITS, AND REGULATORY RY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. TION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, N GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCUR AS A RESULT OF THE LANDSCAPE CONSTRUCTION. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND /OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE OWNERS REPRESENTATIVE. AND APPROVAL BY ALBERMARLE COUNTY. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED PER THE PLANTING NOTES, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE PLANTING NOTES THIS SHEET. M. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S TY, REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRE WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. N. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN ON THESE PLANS PRIOR TO PRICING THE WORK. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. O. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. P. ALL AREAS TO BE LANDSCAPED OR COVERED WITH MULCH MUST BE TREATED WITH A PRE - EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. Q. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. R. THE LANDSCAPE INSTALLATION CONTRACTOR THAT INSTALLS THE PROJECT PLANT MATERIAL SHALL BE RESPONSIBLE FOR ESTABLISHING AND GUARANTEEING A HEALTHY AND VIGOROUS LANDSCAPE FOR A PERIOD OF TWO (2) YEARS AFTER SUBSTANTIAL COMPLETION. S. THE OWNER RESERVES THE RIGHT TO INSPECT, AND POTENTIALLY REJECT ANY PLANTS THAT ARE INFERIOR, COMPROMISED, UNDERSIZED, DISEASED, INSTALLED INCORRECTLY OR DAMAGED. NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 3. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 5. FINISHED GRADE (SEE GRADING PLAN) 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 7. SCARIFY ROOTBALL SIDES AND BOTTOM. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. NTS 4 T) SEC I ION BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING. MAINTAIN 12" DEAD ZONE AT BED EDGE. x' PLAN TYF. SECTION • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub /Groundcover P unting PLAN /SECTION NTS NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS /HEIGHT. 3. 3" MINIMUM MULCH AS SPECIFIED. AN A BE INSTALLED IN ALL PLANTING BEDS. PPROVED WEED BARRIER FABRIC SHALL 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 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. NTS r: w" NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPES IEIM BfOFE DEAL TYPE F�8 cs cr �uMeE --r ssO47� ENGINEER: KiHey�*Horn CONSULTANT KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA .23230 TEL (804) 673 -3882 FAX (804) 673 -3980 DEVELOPER 1 ECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH 11 DRIVE, RING FOR TREES SHALL EXTEND APPROX. 6" MIDLOTHIAN, VA 23113 TEL: (804) 419 -0740 BEYOND EARTH SAUCER /BERM UNLESS FAX: (804) 419 -0759 11 INDICATED OTHERWISE BY OWNERS REPRESENTATIVE. AN APPROVED WEED J_�, BARRIER FABRIC SHALL BE INSTALLED IN 1 2 ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE 10 REQUIRED FOR TREES IN SIDEWALK TREE 3 PLANTERS). 5. FINISHED GRADE (SEE GRADING PLAN) 4 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE 5 SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). - - -_ - -_- 8. PREPARED PLANTING SOIL AS SPECIFIED. p " :. °� SEE L 1 LANDSCAPE E NOTES I ' 9. 6 ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING I - . ROOTBALLS SMALLER THAN 24" IN DIA. MAY 1; SIT ON COMPACTED EARTH. 10. APPROVED WEED BARRIER. CD � 11. FLAG ALL TREE TIES WITH BRIGHTLY 8 COLORED FLAGGING. TY12" P . - NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO • ALL TREES SHALL BE IPLUMB VERTICALLY WITHIN A INSTALLATION. TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE 9 B. FINAL TREE STAKING DETAILS AND DIRECTED BY OWNER'S REPRESENTATIVE. PLACEMENT TO BE APPROVED BY OWNER. C. TREE SAVER ANCHORING SYSTEM MAY BE Small Tree Planting SUBSTITUTED FOR WOOD STAKING SYSTEM UPON APPROVAL BY OWNER OR OWNER'S PFDQPZFkITAT SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS 120° -� ,180° .- 1. ARBORTIE OR EQUAL (NOTE FOR \ _�,_ _+ 120° 120° MULTI -TRUNK TREES, USE SEPARATE GUYS TO STRONGEST TRUNKS AT CENTER OF �1 �) EACH). 180° MEDIUM AND LARGE TREE'S 2. 3 1.5" X 8' MIN. SQUARE OR ROUND SMALL DECIDUOUS AND « - 1.5 CALIPER AND STAKES SPACED EVENLY IN A RADIAL PATTERN AROUND TREE. I EVERGREEN TREE GREATER STAKING PLAN 3. 3" MINIMUM OF MULCH AS SPECIFIED. STAKING PLAN WHERE TREES ARE PLACED IN SOD, MULCH 1 -c �\ ,- RING FOR TREES SHALL EXTEND APPROX. 6" -' BEYOND EARTH SAUCER /BERM UNLESS , 1 INDICATED OTHERWISE BY OWNERS 11 REPRESENTATIVE. AN APPROVED WEED � BARRIER FABRIC SHALL BE INSTALLED IN , 11) 11 ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE (I 2 REQUIRED FOR TREES IN SIDEWALK TREE PLANTERS). . 5. FINISHED GRADE (SEE GRADING PLAN) EXISTING GRADE 3 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED (DASHED) GRADE 7. B & B OR CONTAINERIZED (SEE 4 SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 5 8. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) / 9. ROOTBALLS GREATER THAN 24" DIAMETER 11 SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING 1 : ---. 6 ROOTBALLS SMALLER THAN 24" IN DIA. MAY ____ ,' SIT ON COMPACTED EARTH. 10. APPROVED WEED BARRIER. 7 11. FLAG ALL TREE TIES WITH BRIGHTLY 1 _ COLORED FLAGGING. CO i- F- I'1 8 NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION ___ _ OF ALL PLANTING PITS PRIOR TO INSTALLATION. • ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF 9 B. FINAL TREE STAKING DETAILS AND THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S PLACEMENT TO BE APPROVED BY OWNER. C. TREE SAVER ANCHORING SYSTEM MAY BE REPRESENTATIVE. SUBSTITUTED FOR WOOD STAKING SYSTEM Tree P I a n t i n g on a Slope UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE AND HENRICO COUNTY. SEC I ION BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING. MAINTAIN 12" DEAD ZONE AT BED EDGE. x' PLAN TYF. SECTION • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub /Groundcover P unting PLAN /SECTION NTS NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS /HEIGHT. 3. 3" MINIMUM MULCH AS SPECIFIED. AN A BE INSTALLED IN ALL PLANTING BEDS. PPROVED WEED BARRIER FABRIC SHALL 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 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. NTS r: w" NORTHERN 11,945 SF RIGHT CHAMFER DRIVE -THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPES IEIM BfOFE DEAL TYPE F�8 cs cr �uMeE --r ssO47� ENGINEER: KiHey�*Horn 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: JUNE 4, 2015 JOB NUMBER: 113001348 TI TLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: COMMENTS: CP-501 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' 12.17' S13'12'14 "E 11.98' 35'50'29" 6.29' VDOT STD CG -12A WITH TRUNCATED DOMES 5' CONC. SIDEWALK 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 (2) DO NOT ENTER SIGN / 2' WHITE STRIPE ^o° 1 i r 24" STOP BAR r :N45 UT43 "W Ol " `G� J / : •? :: ' : SAWCUT LINE/ APPROX. LIMITS / N5'9011 'E / �:' OF PAVEMENT REPLACEMENT 9.5 / R20..0•— — 11MBER GUARDRAIL VDOT STD. CG -6 R2(1.0• : o V. ARB PLANSET (�S-901 SVTE PLAN CU-101 UTWTY PLAN CV-101 EMSTENG CONDMONS CG-101 GRADMIG AND DRAMAGE PLAN C p—l��l �/°aMDoSCapE PLAN CP-102 PLANY SCHEDULE CP=501 LANDSCAPE NOTES AND DETMLS DUMPSTER ENCLOSURE MATERIALS TO MATCH BUILDING R1 -1 STOP SIGN W/ STRIPING SEE DETAIL ON SHEET CS -501 TIE INTO EXITING CURB v: N24'46'03 "E 150.00' TIMBER GUARDRAIL I I I . - 24.0' TERRACED RETAINING WALLS W/ SAFETY RAILS. ' / ' . ° r e I MAXIMUM HEIGHT OF EACH = 6 FT. L (DESIGN BY OTHERS, REQUIRES BUILDING PERMIT) / /' : ' : G J vim', SINGLE LANE 1' - I � • • • DRIVE -THRU WINDOW ° /• • • • • • • • . • . • • . TIE INTO EXISTING CURB AND GUTTER /SIDEWALK / ' _ r ¢ WITH CONCRETE PAD \ Q 13.n, :4.0' ' : ' : • ' : • M INTERIOR PROPERTY LINE TO BE VACATED ss :. • .: .. ' : ' co e t6I / McLcy 7 GiP \��v" Q� / ® o J Q / 6.0 9 O /1 T P 'oo SCREEN WALL TO MATCH BUILDING f / 24.0' 18.0' :J `1 c cn LINE OF SIGHT 0 35 MPH = 415 FT / 18 °' 7 PARKS PROVIDED co a (CROSSES INTERSECTION AT 310 FT) :�R.��' fiHRU: F.Q.E. 497.25 :1:: / : - 137.3 i e it S wP / '� ° 18.0' ° r� I TIE INTO EXISTING CURB ' S45- 02'38 "E / 18.21' / °D • a e O ** `r' i + 9' X 14' PARKING STALLS (TYP.) r e 5' CROSS WALK o M I� . . , '] 2: O,• O _ • �J . 6 I i s e 3 M 1. 1 M O i 1 Qom. `1 �' POS •9. •zz' I RO D- ' P E:? .I N I s' UMENT 3' MON \ r • yp i , F`. z SIGN - - - - I- �- -I - - 30 BI�IILDING _ _ - i - - -- �. S�TBAQK - - - - - - -- - -- -- - ,'F'� s � ct 10' PARKING SETBACK VD OT PERM. _..U.. TI.LI.T_..Y • EAS NT - ._ ._ N . .._._ .. ..__ .. _ �� ® 2 22 39 E 88 .21 � 74.59 c N24'20 05 E 1 . n _ i __ - _` _ ......... ....__. A -- -- _ ......... .._ ___ — — ! CONCRETE PAD PROPOSED VDOT STD. CG -12B `- - °- - - FOR ACCESSIBLE PARKING CONCRETE SIDEWALK R1 -1 STOP SIGN W/ STRIPING SEE DETAIL ON SHEET CS -501 (TO TIE TO PROPOSED LINE OF SIGHT VDOT SIDEWALK) 45 MPH = 565 FT SE MI N LE—'TRAIIJ (R O U— T E._ "2-9"—'"—'- VARIABLE WIDTH R/W D -:B: 1:517 -PG. 75 D.B. 435 PG. 171 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 DEDICA11ON 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 RECUIRED: 67 SPACES (1 SPACE PER 100 SF RETAIL UP TO 5000 SF, 1 PER 200 SF BEYOND 5000 SF) PARKING PROVIDED: 57 SPACES (EXCEPTION REQUIRED) 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 PAVEMENT HATCH LEGEND LIGHT DUTY ASPHALT (PARKING SPACES) HEAVY DUTY ASPHALT CONCRETE PAVEMENT RIO ROAD TURN LANE PAVEMENT EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029- 002 -901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 rI STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FM CS PROJECT NUMBER: 86047 [ENGINEER: slam 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, VGA 23113 TEL: (804) 419 -0740 FAX: (804) 419 -0759 SEAL RYA". PERKINS L•IC. //No. 046565 y Cs �i I�NAL REVISIONS: DRAWING BY: RRP DATE: JUNE 4, 2015 JOB NUMBER: 113001348 TITLE: SITE PLAN SHEET NUMBER: COMMENTS: CS -101 PLANT SCHEDULE ZG 4 1 ZELKOVA SERRATA'GREEN VASE' SAWLEAF ZELKOVA B & B 18 " -24" HT. IN. MIDLOTHIAN, VA 24" HT. MIN ___- -- _ - - -. - 4-y �- 3= <Y 36" HT. MIN. r 15 " -18" SP. TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS BOTANICAL NAME COMMON NAME SIZE 0 AS ov k ABELIA GRANDIFLORA``� �' -{ CF 5 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD B&B 1.5 "CAL -S Y l • CV 4 CRATAEGUS VIRIDIS 'WINTER KING' 'WINTER KING' HAWTHORN B&B 2.5 "CAL 8' -10' HT. -2,0 ? X -2-0 IM 8 ILEX X'MARY NELL' MARY NELL HOLLY B&B 6' -8' HT. MIN. ILEX CORNUTA'NEEDLEPOINT' o 10 10 ILEX X'OAK LEAF' OAK LEAF HOLLY B&B 6' -8' HT. MIN. ,.Sr_ ILEX CRENATA'GREEN LUSTRE' X NG 5 o UB 10 NYSSA SYLVATICA'GREEN GABLE' TM BLACK GUM B &B OR CONT. 2.5" CAL. MIN. _... ULMUS PARVIFOLIA'BOSQUE' BOSQUE ELM B & B 3.5 CAL f 8' -9'H X 3' -4'W • ZG 4 1 ZELKOVA SERRATA'GREEN VASE' SAWLEAF ZELKOVA B & B 18 " -24" HT. IN. MIDLOTHIAN, VA 24" HT. MIN ___- -- _ - - -. - 4-y �- 3= <Y 36" HT. MIN. r 15 " -18" SP. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE 0 AS 92 ABELIA GRANDIFLORA``� �' -{ ABELIA CONT. 18 " -24" SP. MIN. / Y - - -S Y l 24" HT: MIN , Q CE 14 EUONYMUS ALATUS 'FIRE BALL'5^7 x 5- -7 FIRE BALL BURNING BUSH CONT. O IN2 19 ILEX CORNUTA'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT. 0 IG 22 ILEX CRENATA'GREEN LUSTRE' GREEN LISTER JAPANESE HOLLY B&B o IS3 8 ILEX CRENATA 'SKY PENCIL' SKY PENCIL JAPANESE HOLLY CONT. 0 IS7 60 ILEX CRENATA 'SOFT TOUCH' SOFT TOUCH JAPANESE HOLLY CONT. Q ;' +;A IC6 12 'CASTLE ILEX X SPIRE' , �v CASTLE SPIRE HOLLY CONT. JB2 42 JUNIPERUS CONFERTA'BLUE PACIFIC' BLUE PACIFIC JUNIPER CONT. JB 30 JUNIPERUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR CREEPING JUNIPER CONT. JA 4 JUNIPERUS X PFITZERIANA 'AUREA IMPRIOVED' GOLD COAST JUNIPER CONT. 'RUB��r LD2 6 LOROPETALUM CHINENSE RUBRUM DWARF RUBY FRINGE FLOWER CONT. 0 NC 26 NANDINA DOMESTICA'COMPACTA' DWARF HEAVENLY BAMBOO CONT. i o Z cvt",,�' NP 32----1 (,} NANDINA DOMESTICA'FIRE'POWER' FIREPOWER NANDINA CONT. U GROUND COVER CODE QTY BOTANICAL NAME COMMON NAME SIZE 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 k SOD /SEED CODE BOTANICAL NAME COMMON NAME CONT FIELD2 f ` ' CB PERMANENT LAWN SOD SOD SEE SHEET CP -501 FOR TYPE OF SOD OR SEED TO BE USED. 2.5 "CAL �-, - /vv X rr,0-6 6) q j- / 3 0 FIELD2 FIELD3 REMARKS 24" HT. MIN 1... 3 117 X 4 - 24" HT. MIN SUITE 300 18 " -24" HT. IN. MIDLOTHIAN, VA 24" HT. MIN ___- -- _ - - -. - 4-y �- 3= <Y 36" HT. MIN. r 15 " -18" SP. 24" HT. MIN 15 " -18" SP.-,� 7 lei 18 " -24" SP. MIN. / Y - - -S Y l 24" HT: MIN , ! 24" HT. MIN 4,` Y' , 10 " -12" SP. ! �� - Z. X FIELD2 FIELD3 REMARKS FIELD3 SPACING REMARKS FIELD3 SPACING REMARKS k 0:21001 omit, STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FP5 CS PROJECT NUMBER: 86047 ENGINEER k 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: JUNE 4, 2015 JOB NUMBER: 113001348 TITLE: PLANT SCHEDULE SHEET NUMBER: CP-1 02 COMMENTS: LANDSCAPE CALCULATIONS SITE TREE CANOPY CALCULATIONS: =TREE CANOPY =1O PERCENTOF SITE AREA: CANOPY PACVIDED: QUANTITY 80T ERCISUNADEN515'FOIIESTPANSY ' iM VIRIDIS'WINTER KING' 10ILE%K'OAKLE,P X' VARY NELL' 5 NYSSA SYLVATICA'GREEN GABLE' TM IA'BOSQUE' 52ELROVASERR GIREENVASE' PARKING AREA CALCULATIONS: PARKINGAREA REQUIRFDGREEN AREA= SPERCENTOF PARKING AREA PARKING SPACESPROVIDED: MKINGITREES RI -IRED[ SP PAC ERBOSES: PARKIxOT G LQTTBES PIOVIDED: ENTRANCE CORRIDOR RIO ROAD FRONTAGE EARL ETREE3 REDUIREDAT3$' ON CENTER ESPROVIDED = EW NG - ORNAMENTALTPEES INTERSPERSED AMONG LARGE TREES: FLOWEH1NG - ONNAMENTALTPEES PROVIDED: 9HRUB5 PROVIDED ATPARKING LOTPEAMETER Rt. 29 ROAD FRONTAGE W(GETREES REQULREDAT35' ON CENTER: S REQUI DDENA ENNTALZIE TREE PERIMETER BASIN FAR SHRUBS PROVIDED LANDSCAPING OF BUILDING FRONTAL DUETO ONDII WTHTHE BEOU REn IRKS PTRORV DEOVE SHRUBSPRONIDED FA 79.5951 . 6,637.96 S.F. B4Oi3.OD S. f. 12.00 PERCENT PROVIDED CANOPYAREA 6 0.00 S.F. 156 56000 SF. 56 44ROD 3. F. 123 615.00 S.F. 366 350 B, 8, @3.00 S.F. IS. 1,,88800S.F. E45 PERCENT PROVIDED 6 232 L.F. L.F. 9 2 REMAINING TFEE5 CANNOT BE PROVIDED DOETOOVERHEAD POWER LINESAND VOOTEASEMENT. 2 REMAINING TREES CANNOT BE PROVIDED DOETO OVERHEAD POWER LINES AND VDOT EASEMENT. 81 205 L.F. 4 45 LF. LLixfFS PROVIDED OUETOOVERHEAD POWER LINES 6 N24.41 149.! soTr� _N CH ALL PLANT BEDS ALL IRRIGATI N SLEEVES SiiALL BE (2) SCHEDULE PVC CONDUITS (TYP) NC EVERGREEN ONEDES [�, Q' 0 ALL IRRIGATI 1 1sz SHRUBS PROVIDED }� J'���� 1 _0 SLEEVES SHALL �, NG` 4 O I-� SCHEDULE PL 'JB I�* 7 PVC CONDUITS A / Jn A� .A (TYP) c"00hposacy 22 1 18 f \9 11 _ IS7 ® 11,945 SF, 1YPE JB IG I / G l L GO I/ J/ PAP K P I[ � C �/ I LJ E D GO CONTRACTOR TO COORDINATE THE LOCATION ENTIRELY MULCH ALL PLANT BEDS (1,,P). E .• OF IRRIGATION CONTROLLER WITH THE OWNER ' 7` L� t / AND SHALL PROVIDE SLEEVING IN THE E• 49/,25 9 TI I U I N PROPER LOCATIONS TO ENSURE ADEQUATE 3` JB2 ACCESS FOR SYSTEM SETUP AND OPERATION. . UB — ENTIRELY MULCH ALL PLANT BEDS jTYP)., I 7 I m ALL IRRIGATION SLEEVES SHALL BE A MINIMUM I OF (2) SCHEDULE 40 PVC CONDUITS (TYP). 1 TI EE MULCH RING (TYP). O A ENTIRELY MULCH ALL PLANT BEDS (TYP). ZG V B 0 IN2 ,; oT�I�L�oo Leo 0 f'r "{ 16 g ° I CF IS7 �V�A — '`. 3 -- ALL WIGATION SLEEVES SHALL BE (2) \ � � EF SCHED LE 40 PVC CONDUITS (TYP) \ W W �pW W 4 O MULL RING (TYP> S I� S S _ SOD(TYP) I _ IC6 ��_ — - -- 4 — — w — — — -- — ENTER LY MU PLANT 8 p w UB _ e L4 ` - LB 32 _ L1 �soo(Tw)' - P. NP Ir �soD(TVP) - — _- - ---_ L3 � — 524_09'31 "W ,•o ` _.. .. _.. L2 2 _ 7 3 7 4. r, 13 - EF LD2 AS 7 °° 3 SEMINOLE TRAIL (ROUTE 29) EE. FUDn �.,,,.5 VARIABLE WIDTH R/W . ,. -- _._..., �. ..... 3 1317 PG. 75 , 3 LD2 b e'F rw6 y ( y f1V" r D.B. 435 PC. 171 EF _s E1- _ 14 s7 of ' 0 NOTE: s 1. FESCUE SOD SHALL NOT BE INSTALLED WHENEVER THE GROUND IS FROZEN. 2. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDING, PAVING, PLANT BEDS, (off MULCH RINGS OR OTHERWISE PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTLY SEEDED ACCORDING �o TO THE SEEDING NOTES ON SHEET CP -501 �y 3' ' 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 GRAPHIC SCALE IN FEET 20 40 THE OVERALL HEALTH OF THE PLANT. cw pharmacy® NORTHERN I1,945 SF RGHT CHAMFER DRIVE -THRU STORE NUMBER 10746 SEMINOLE TRAIL & RIO ROAD (NWC) pALLBBEMM�A�RLLE COUNTY, VA. CP�FI DEAL 11DG• NEW SIOFF DEAL TYPE, FE$ CS PROJECT NUMBER 86047 ENGINEER: Kimley »>Horn� 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: )SEPH A. MATHEWS Lic. No. 000490 �Icor REVISIONS: DRAWING BY: RRP DATE: JUNE 4, 2015 JOB NUMBER: 113001348 TITLE: CONCEPT LANDSCAPE PLAN SHEET NUMBER: CP -101 ..� ,SAC /1I 4og6'p� ��o a F F ZG � 10 ®� S7 X 945 SF. TYPE B 3e GF 57 PARKS PROVIDED F.F.E. 497.25 B - :�7az"t wnur u.a.0 A.wr;.. 157 pl x+w�.o P.o ownwITM;W a ZG 1 1 4 8 OV mm4ww uvT (mm L62 -- JB .. O IN2 IST Ff.r OF 8 �uwl mv��E 1 ^ w d EF �m s _ ��iral - -- - - -- -- - ------- -- — �� _ amr wiw ru xT 0.1 it UB %a D z - -n T 7 n �� - - -_ -- EF AS lJ>? AS 106 -�r�-t AS 7 3 SEMINOLE —M-IL- (ROUTE �. - - -- AS EF vu+ineic x+oix R/w nn -is — — — _ - - - - -- 3 � I ,. Aasv . - - - - -__ — - - -_ � NOTE: 1. E SHALL T BE INSTALLED ER GROUND A L AREAS D TURBED CONSTRUCTION ON THAT E NOT THERWISE COVERED 2. M LCH R IN DISTURBED OTHERWISE RWISE PTRUCTIONLY SARENOT ITHI- OTHERWISE BE PERMANENTLY PAVING, ACCORDING' MULCH SEEDING R OTHERWISE PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTLY SEEDED ACCORDING TO THE SEEDING NOTESON SHEETP 3. TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED WITH BIOaEGRPDABLE STAKES AS MANUFACTURED BY GREENSTN(E, INC. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TOREACH,ANDBE MAINTAINED AT, MATURE HEIG17; THETOPPINGOF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLYAND ONLY TO SUPPORT --c sc4lc iN T THE OVERALL HEALTH OFTHE PLANT. Cvs pharmacy NOM EM ANS 8F FM CHAWO DR -Tft X43 —NOU — k RIO RVO INK) ALE.— cawn. VA. npFCf,115IBIlInXE cB Hi0.ECT wam 88047 BIIAW33i Kimleyv >Horn CDN5UL7 KIMLEY -HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673 -3882 FAX (SD4) 673 -3980 R OMPANY W DRVE. A 23113 9 -0740 9 -0759 S'AL" %N47H OP a� WML1Y5 r 4�n�v REVISIONS: CONCEPT LANDSCAPE PLAN CP -101 .) 7b l) YlW, —v NOTES 1. OWNERSHIP: PARCEL' 1 - UNION BANK AND TRUST COMPANY D.B. 3591 PG. 107 TAX PCL.: 06100 00 00 123FO PARCEL 2 - 1710 SEMINOLE TRAIL, LLC D.B. 3729 PG. 738 TAX PCL.: 06100 00 00 123GO 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 731400169 DATED 11 -3 -14 AND ADDRESSED THOSE ITEMS LISTED UNDER SCHEDULE B SECTION 2 AS FOLLOWS: 1 - NOT ADDRESSED 2 - SHOWN 3 - D.B. 211 PG. 21 - MAY PERTAIN BUT CANNOT PLOT 4 - D.B. 234 PG. 564 - MAY PERTAIN BUT CANNOT PLOT 5 - D.B. 630 PG. 98, D.B. 1243 PG. 248 - SHOWN 6 - D.B. 630 PG. 98 - SHOWN 7 - D.B. 637 PG. 121 - SHOWN 8 - D.B. 643 PG. 78 - SHOWN 9 - D.B. 643 PG. 78 - SHOWN 10 - D.B. 720 PG. 721 - SHOWN 11 - D.B. 782 PG. 345, D.B. 1546 PG. 404 PERTAINS BUT CANNOT PLOT 12 - D.B. 785 PG. 680, D.B. 804 PG. 483 SHOWN BUT OWNERSHIP AT TIME OF DEDICATION IS IN QUESTION. 13 - D.B. 1555 PG. 558 - SHOWN 14 - D.B. 1819 PG. 279 - SHOWN 15 - NOT ADDRESSED 3. THIS PROPERTY IS IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN FLOOD INSURANCE RATE MAP NUMBER 51003CO278D DATED 2 -4 -2005. 4. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 5. PER THE COUNTY OF ALBEMARLE THIS PROPERTY IS ZONED HIGHWAY COMMERCIAL 6. DATUM: HORIZONTAL - NAD 83 VERTICAL - NAD 88 7. POWER SHRUB DOMINION VIRGINIA POWER TREE 701 E. CARY ST SIGN RICHMOND, VA DRAINAGE MANHOLE 804 - 771 -3655 SANITARY SEWER TELECOMM VERIZON BUSINESS WATER VALVE 2400 N. GLENVILLE DR. LIGHT POLE RICHARDSON, TX 75082 TRAFFIC BOX 800 - 624 -9675 WATER METER LUMOS NETWORK WATER BOX 524 W. BROAD ST. FIRE HYDRANT WAYNESBORO, VA 22980 POWER POLE 540 -946 -3129 GUY WIRE FIBERLIGHT, LLC TELEPHONE PEDESTAL 3655 BROOKSIDE PARKWAY TELEPHONE MANHOLE SUITE 550 ALPHARATTA, GA 3022 240 -994 -0305 QWEST GOVERNMENT SERVICES, INC. 2950 TOWERVIEW ROAD SUITE 150 HERNDON, VA 20171 703 - 464 -7529 COMCAST 324 WEST MAIN ST. CHARLOTTESVILLE, VA 22903 434 -9151 -3761 CENTURY LINK, INC. 127 E. CHURCH ST. MARTINSVILLE, VA 24112 276 - 666 -4247 GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434 - 970 -3815 `SO O \� WATER /SEWER CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434 - 970 -3185 3Ha ALBEMARLE COUNTY SERVICE -_ -s, AUTHORITY 168 SPOTSNAP ROAD CHARLOTTESVILLE, VA 22911 434 - 977 -4511 RIVANA WATER AND SEWER AUTHORITY ill INV.= 511.78 4d go. \ \co rlr�, BALMUN, LLC / / - ► \ _' F /L= 486.2:3 D.B. 2223 PG. 458 If TAX PCL.. 06100 00 00 123DO / BALMUN, LLC / D.B. 2223 PG. 458 / NAIL'F "� �n "' TAX PCL.: 04500 00 00 105AO / / V) L31 / •N. ' X494.40 \N/ .60 If ' / ACCESS & UTILYTY / / /VA. P�WER // EA �EMEN T / 11 INV. =#9 .3 s F -t t T D.B. 43 PG.. /78 / - 492.06 / ----- �Op) 'p(,' \`� '' '' � /' / FEA5EMENT/ / IN24'41'02 "E / �� �� I I / Q ¢ ' F G. 721 / / / o N 149.85' , NAIL //F / 14- If / I t > / _44 /Dc I rn I I I / p Q 14.6 10.06' O J� 46.2 °� I 11 // /� IINV.= 487.58 QT7 `O 61.4' j \ 0 / ° 30' eUILDING 01 I I �' I 1 /' /' 15" CONC. / // �' j • D.8 643 pG. SINE - '' , (� ® 6.2' 1 PARCEL 5.4 I / /, N 0.79 1 ACRE ' w �� I I I ' \ r / ° � 1 UTILITY 0 / l° r I I I / ASEMENT F.F. = 499.3X 4 ( I / 1 i D.B/ 637 PG. 121 VICINITY MAP - NOT TO SCALE -- - -UGE - -----UGT - - - - - W - - - FO -- - -UTL- - - OHE LEGEND 0 S SHRUB TREE -o- S SIGN DRAINAGE MANHOLE QS S SANITARY SEWER wv WATER VALVE LIGHT POLE ❑ T TRAFFIC BOX U W WATER METER I@ W WATER BOX FIRE HYDRANT POWER POLE GUY WIRE TP ® T TELEPHONE PEDESTAL O T TELEPHONE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND WATER UNDERGROUND FIBER OPTIC UNDERGROUND TRAFFIC UNKNOWN UNDERGROUND OVERHEAD POWER 12 `V > o • 4 I I / / / / i i LEGAL DESCRIPTIONS h' z / cD ❑ I �' / 15 / I I / THE LUCK GROUP, LLC PARCEL > X o wo° 5.4 1 /li �� ' // / D.B. 4345 PG. 207 BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE F.F.= 510.67 z ° F.F.= 501.63 X > / TAX PCL.: 04500 00 00106A0 T , o o, F4__ / w � I I NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG THE / TWO STORY �•' 5. i a l l I i SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO BRICK _ n?' o Q z � I I I THE RIGHT HAVING A RADIUS OF 51.62, A LENGTH OF 38.66', A CHORD BEARING OF (OLD) 0 ONE STORY ❑ �� z w rn N /' /� ' I i N 85'46'40" W AND A CHORD OF 37.77' TO A POINT; THENCE N 44'34'57" W, 41.48' ° / NO # POSTED BRICK 5.4 / / w � / I I TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43', A coco / (OLD) ° / w w a. � 1 ° I I LENGTH OF 146.51', A CHORD BEARING OF N 35'29'31" W AND A CHORD OF 146.38' N / I 1 0 0� oo, w NO # POSTED - r I N ° 0 M� / I I� N I I TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A PARCEL l -H 5.4 �/ ? �; N I m / I LENGTH OF 49.64', A CHORD BEARING OF N 41-56'37" W AND A CHORD OF 49.64 TO I F aJcn / ° v ° O j / I \ o a, 0.841 ACRE C •. / I A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD O / u' �, "XQm / 1 N , , _N APPROX. LOCATION , / �`' w o m I 0 / I N 44'52 17 E, 97.60 TO A POINT; THENCE S 65'12 20 E, 223.47 TO A POINT ON ' t Q o �� !� 30 BUILDING LINE 5'4 ,' / / Z � ° ^ I 1 ' I THE WEST LINE OF U.S. ROUTE 29; THENCE ALONG THE SAID WEST LINE OF U.S. ROD /F BENT N°o� 61.6' D.B. 643 PG. 78 ' �/ / 1 - /' /I ROUTE 29 THE FOLLOWING TWO COURSES; S 31'49'48" W, 26.87' TO A POINT; THENCE / U- S 27'14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841 / ri"N Q ' i�� /I ► / / ACRE. ` \ /�, \ ' t 11 CONC.- / �' /' C/L 15' / i l 11 PARCEL 2 \ i ©I F/L 4 3. i ' VA. POW w I / / BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE E SE(vIEN , ► I NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG /� I �B. 720 I / / THE SAID WEST LINE OF U.S. ROUTE 29 N 19'10'28" E, 185.70' TO THE TRUE POINT O i / PG. 721 I / F /L= 489.37 / AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29 / v / SIGN / , , , 30' h� co �� / / / \ r U E i / - N 65-12'20".W, 227.59 TO A POINT; THENCE N 24'41 02 E 149.85 TO A POINT; 3Ho \ - , BUILD o ° r t .� - APPROXIMATE ' _o-B 64 N�' LINE r� `� ° C) l III 7 LOCATION THENCE S 65'00'52" E, 230.64' TO A POINT ON THE WEST LINE OF U.S. ROUTE 29; \ 3 G. / `� h / '� ^ I , THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE ' 3N \ M -78 - /� / o)' / p�� ' ' ' o� 12 STORM SEWER 0 , , , COURSES: S 24'09'31" W, 85.58' TO A POINT; THENCE S 25'07'15" W, 16.20' TO A 695 MOORES CREEK LANE 5(j77-_,0 - �' ' �� / `� I h i \ i / EASEMENT . / GN � M /� / / ,� , !o D.B. 630 PG. 98 POINT; THENCE S 29'10'17" W, 47.44' TO THE TRUE POINT AND PLACE OF BEGINNING CHARLOTTESVILLE, VA 22902 _ n PER _ �3� �� _�_ / �-- �r "yo J a°6 r4CCESS & UTILITY i ��' 434- 977 -2970 1 / H. .B. 6 4 17 CONTAINING 0.791 ACRE , - D. .359 PG. 1 _ _ _ - 1 ' UTT ITY � / C / F/L -PLAN) ��' , / D ASEbIENT SS z y ' O $- - _ _ - 3 B. 64S PG. 78 / ---_ - I ' 50 ACCE �\ ' NAIL - D. 637M NT1 1 0 (/` LA D .. ' TOP_ 4 5.2f �/ /, , ' c L _ _ - _ _ - P F L =4$ 5 ' / F 489 7 , 15 " ONC. F/L 4 9.7t r I EASEMENT IGN L s S - - _ _ _ P -R P ANt / D (/ PL N L P R (PER/ LAN) // D.B. 630,F�G. 98\ \ P E - - ,.� �'` G. 44 NV� 9t0.6 MA1i30X �° D.B. 1�,43 PG. 248 \ \ \ / FFIC , - - - - - - - SS_ 15 CONC. ______ \ - TP O D „� / APPR(` C. LOCATION - 493•g2 f CAM L4 -0 _ _ -- 15" CONC. , \ `E - T 755 �- ���� ' \ R SERVED / . P /L. OER , \ / -. ' \\ RIGHTOF -WA \ _- 9.6.'643 PG. 80 R L1 ' pL��> D.B. 64 \G. 8 I OD -- F /L =4 96 L3 RO L2 X488.5 O S24'099'31 "W S - - SS - Sf' CO 85.t8' ITOP =491. RO 2'X3' BOX 15" CONC - - - _ I -_ -- �_ _ - D /F� CULVERT - L', �� 'cs� (RER PLAN) ��9 P/L ' R PUNCH F L- 487.47 / $ (PER PLA DISTANCE - -' - - �� . `9cP D.B. 643 PQ. 80 PUNCH / 18" CONC. 63.99' Qom' - - �-- - - - - - ��D•B. 1819 PGA 279_ �� (PER PLA N) 16.20; '` �� o �- - -1- -� - - - _ F /L= 478.67 -� --- BENCHMARK 47.44 �� EL= 488.94 R S . S. ROUTE 29 185.70' CURVE TABLE U MAG NAIL 26.87' CURVE RADIUS LENGTH CHORD BEARING CHORD VARIABLE WIDTH R/W 158.64' Cl 51.62 38.66 N85'46'40 "W 37.77 D.B. 1317 PG. 75 4.12' C2 999.43 146.51 N35'29'31 "W 146.38 D.B. 435 PG. 171 ALTA/ACSM LAND TITLE SURVEY ON TWO PARCELS OF LAND LYING ON THE NORTHWEST CORNER OF RIO ROAD AND U. S. ROUTE 29 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA DATE. DECEMBER 3, 2014 SCALE. 1" = 20' J 10160 STAPLES MILL ROAD ENNINGSTEPHENSON P.C. SUITE 103 GLEN ALLEN, VA 23060 ..... " PHONE - 804 - 545 -6235 f E FAX - 804 - 545 -6259 7 '01S - G "� J J.N. 14 -580 � � 7 / //'r EXISTING GONUI I UNS CV -101 12 `V > o • 4 I I / / / / i i LEGAL DESCRIPTIONS h' z / cD ❑ I �' / 15 / I I / THE LUCK GROUP, LLC PARCEL > X o wo° 5.4 1 /li �� ' // / D.B. 4345 PG. 207 BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE F.F.= 510.67 z ° F.F.= 501.63 X > / TAX PCL.: 04500 00 00106A0 T , o o, F4__ / w � I I NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG THE / TWO STORY �•' 5. i a l l I i SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO BRICK _ n?' o Q z � I I I THE RIGHT HAVING A RADIUS OF 51.62, A LENGTH OF 38.66', A CHORD BEARING OF (OLD) 0 ONE STORY ❑ �� z w rn N /' /� ' I i N 85'46'40" W AND A CHORD OF 37.77' TO A POINT; THENCE N 44'34'57" W, 41.48' ° / NO # POSTED BRICK 5.4 / / w � / I I TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43', A coco / (OLD) ° / w w a. � 1 ° I I LENGTH OF 146.51', A CHORD BEARING OF N 35'29'31" W AND A CHORD OF 146.38' N / I 1 0 0� oo, w NO # POSTED - r I N ° 0 M� / I I� N I I TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A PARCEL l -H 5.4 �/ ? �; N I m / I LENGTH OF 49.64', A CHORD BEARING OF N 41-56'37" W AND A CHORD OF 49.64 TO I F aJcn / ° v ° O j / I \ o a, 0.841 ACRE C •. / I A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD O / u' �, "XQm / 1 N , , _N APPROX. LOCATION , / �`' w o m I 0 / I N 44'52 17 E, 97.60 TO A POINT; THENCE S 65'12 20 E, 223.47 TO A POINT ON ' t Q o �� !� 30 BUILDING LINE 5'4 ,' / / Z � ° ^ I 1 ' I THE WEST LINE OF U.S. ROUTE 29; THENCE ALONG THE SAID WEST LINE OF U.S. ROD /F BENT N°o� 61.6' D.B. 643 PG. 78 ' �/ / 1 - /' /I ROUTE 29 THE FOLLOWING TWO COURSES; S 31'49'48" W, 26.87' TO A POINT; THENCE / U- S 27'14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841 / ri"N Q ' i�� /I ► / / ACRE. ` \ /�, \ ' t 11 CONC.- / �' /' C/L 15' / i l 11 PARCEL 2 \ i ©I F/L 4 3. i ' VA. POW w I / / BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE E SE(vIEN , ► I NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG /� I �B. 720 I / / THE SAID WEST LINE OF U.S. ROUTE 29 N 19'10'28" E, 185.70' TO THE TRUE POINT O i / PG. 721 I / F /L= 489.37 / AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29 / v / SIGN / , , , 30' h� co �� / / / \ r U E i / - N 65-12'20".W, 227.59 TO A POINT; THENCE N 24'41 02 E 149.85 TO A POINT; 3Ho \ - , BUILD o ° r t .� - APPROXIMATE ' _o-B 64 N�' LINE r� `� ° C) l III 7 LOCATION THENCE S 65'00'52" E, 230.64' TO A POINT ON THE WEST LINE OF U.S. ROUTE 29; \ 3 G. / `� h / '� ^ I , THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE ' 3N \ M -78 - /� / o)' / p�� ' ' ' o� 12 STORM SEWER 0 , , , COURSES: S 24'09'31" W, 85.58' TO A POINT; THENCE S 25'07'15" W, 16.20' TO A 695 MOORES CREEK LANE 5(j77-_,0 - �' ' �� / `� I h i \ i / EASEMENT . / GN � M /� / / ,� , !o D.B. 630 PG. 98 POINT; THENCE S 29'10'17" W, 47.44' TO THE TRUE POINT AND PLACE OF BEGINNING CHARLOTTESVILLE, VA 22902 _ n PER _ �3� �� _�_ / �-- �r "yo J a°6 r4CCESS & UTILITY i ��' 434- 977 -2970 1 / H. .B. 6 4 17 CONTAINING 0.791 ACRE , - D. .359 PG. 1 _ _ _ - 1 ' UTT ITY � / C / F/L -PLAN) ��' , / D ASEbIENT SS z y ' O $- - _ _ - 3 B. 64S PG. 78 / ---_ - I ' 50 ACCE �\ ' NAIL - D. 637M NT1 1 0 (/` LA D .. ' TOP_ 4 5.2f �/ /, , ' c L _ _ - _ _ - P F L =4$ 5 ' / F 489 7 , 15 " ONC. F/L 4 9.7t r I EASEMENT IGN L s S - - _ _ _ P -R P ANt / D (/ PL N L P R (PER/ LAN) // D.B. 630,F�G. 98\ \ P E - - ,.� �'` G. 44 NV� 9t0.6 MA1i30X �° D.B. 1�,43 PG. 248 \ \ \ / FFIC , - - - - - - - SS_ 15 CONC. ______ \ - TP O D „� / APPR(` C. LOCATION - 493•g2 f CAM L4 -0 _ _ -- 15" CONC. , \ `E - T 755 �- ���� ' \ R SERVED / . P /L. OER , \ / -. ' \\ RIGHTOF -WA \ _- 9.6.'643 PG. 80 R L1 ' pL��> D.B. 64 \G. 8 I OD -- F /L =4 96 L3 RO L2 X488.5 O S24'099'31 "W S - - SS - Sf' CO 85.t8' ITOP =491. RO 2'X3' BOX 15" CONC - - - _ I -_ -- �_ _ - D /F� CULVERT - L', �� 'cs� (RER PLAN) ��9 P/L ' R PUNCH F L- 487.47 / $ (PER PLA DISTANCE - -' - - �� . `9cP D.B. 643 PQ. 80 PUNCH / 18" CONC. 63.99' Qom' - - �-- - - - - - ��D•B. 1819 PGA 279_ �� (PER PLA N) 16.20; '` �� o �- - -1- -� - - - _ F /L= 478.67 -� --- BENCHMARK 47.44 �� EL= 488.94 R S . S. ROUTE 29 185.70' CURVE TABLE U MAG NAIL 26.87' CURVE RADIUS LENGTH CHORD BEARING CHORD VARIABLE WIDTH R/W 158.64' Cl 51.62 38.66 N85'46'40 "W 37.77 D.B. 1317 PG. 75 4.12' C2 999.43 146.51 N35'29'31 "W 146.38 D.B. 435 PG. 171 ALTA/ACSM LAND TITLE SURVEY ON TWO PARCELS OF LAND LYING ON THE NORTHWEST CORNER OF RIO ROAD AND U. S. ROUTE 29 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA DATE. DECEMBER 3, 2014 SCALE. 1" = 20' J 10160 STAPLES MILL ROAD ENNINGSTEPHENSON P.C. SUITE 103 GLEN ALLEN, VA 23060 ..... " PHONE - 804 - 545 -6235 f E FAX - 804 - 545 -6259 7 '01S - G "� J J.N. 14 -580 � � 7 / //'r EXISTING GONUI I UNS CV -101 FRONT ELEVATION RIO ROAD) _ R HHT LEVATION R T . LEGEND - I--- wRms 1°ms M-21 SM MAM X1746 x a. Poo xo(-) nuaors m vA 2)210 �, M-Mmv nma =um Boon Lalaon Design Group sa. xm NiYmgM, PA 1)1pt PNw ]15.]21.!603 Fm.TO.]316602 m.lawnAYTOai.cwn MF AEH(R WIPANT lsen xn xew amc iarn]eA vA ni � la (wx) n]-ma rue (ew) n�mx �xuane EXTERIOR ELEVATIONS s m NU- A4c C5YiE1nII i oo� ©a�os LEGEND - I--- wRms 1°ms M-21 SM MAM X1746 x a. Poo xo(-) nuaors m vA 2)210 �, M-Mmv nma =um Boon Lalaon Design Group sa. xm NiYmgM, PA 1)1pt PNw ]15.]21.!603 Fm.TO.]316602 m.lawnAYTOai.cwn MF AEH(R WIPANT lsen xn xew amc iarn]eA vA ni � la (wx) n]-ma rue (ew) n�mx �xuane EXTERIOR ELEVATIONS s m NU- A4c C5YiE1nII i