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Home My WebLink AboutSDP201400053 LOR2 2015-10-16�� `•mow. r t'JRGI^Il'`` COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 October 16, 2015 Jamie Dunn Horton & Dodd, PC 300 George Washington Highway N. Chesapeake, VA 23323 RE: LOR #2 for SDP - 201400053, Tax Map /Parcel #078000000055A2 Mr. Dunn, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the following changes as shown on the attached plans (Sheet C -3.0 dated 9- 29 -15; Exhibits A and B dated 10 -7 -15; Sheet C -2.0 dated 10- 9 -15): 1. Removal of six (6) pine trees that are in poor health /dying and replacing them with additional White Fringe trees. 2. Revise pavement markings and signage to define a one -way traffic pattern. There are no other changes to the approved plan proposed. This is the second (2nd) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Yaniglos Principal Planner County of Albemarle Department of Community Development Phone: (434)296 -5832 Ext 3004 Attachments: Site Plan Change \ 1 NOTE: \ NOW OR FORMERLY VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE \ Q NORTH PANTOPS TOWNHOUSES, LLC ` 20 A.C.S.A. WATER LINE ENTRANCE CORRIDOR SHALL BE ELIMINATED. \ 6� D.B. 3683, PG. 560 EASEMENT TO BE RECORDED \ 77 D.B. 2997, PG. PG. 643- 651(PLAT) ` PROPERTY ACQUIRED FROM LOT 1 TO \ �cP D.B. 3683, PG. 570- 572(PLAT) NOW OR FORMERLY AG PARCEL ID: 078FO- 01- 00 -000A0 ` WESTMINISTER- CANTERBURY OF THE BLUE RIDGE CREATE LOT 1 -A & 1 -BAREA= 19.102 \ A6 USE: OPEN SPACE ` D.B. 1502, PG. 503 SQ. FT. OR 0.439 ACRES \ `\ 9 R-6 ` D.B. 1594, PG. 87 (PLAT) 1z �w I PARCEL ID: 07800- 00- 00 -055A6 / \ `�ST B 30 ig pR7vPT ` ZONED: PRD \ �ss� FRjB ` VAR. WIDTH NON - EXCLUSIVE ACCESS c. \\ 27 S�O'Sj2 EASEMENT TO BE RECORDED 1 1 .0 15,407 SQ. FT. OR 0.3537 ACRES S 35 °33'54" E pRI�A 30 ` � o o � TF 8. 36g3V OR RO ) - - - -- -- -- Z - - CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT CHORD BEARING CHORD C1 202.00' 35.43' 10 °03'02" 17.76' S 64 °14'20" W 35.39' C2 198.00' 53.51' 15 °29'00" 26.92' S 61 °31'21" W 53.34' C3 30.00' 27.94' 53 °21'49" 15.08' S 80 °11'37" W 26.94' C4 30.00' 36.30' 69 °19'53" 20.75' S 18 °50'46" W 34.13' C5 250.00' 73.06' 16 °44'43" 36.79' N 67 °13'01" E 72.81' C6 175.00' 41.28' 13 °30'56" 20.74' N 68 °49'54" E 41.19' C7 70.00' 80.27' 65 °42'18" 1 45.20' N 29 °13'17" E 75.95' OFF -SITE PAVING SECTION (OVERLAY MILLED PAVEMENT) PRIME COAT--_ 1.5" BITUMINOUS CONCRETE SURFACE EX. MILLED ASPHALT - - - COURSE (VDOT TYPE SM -9.5A) ON -SITE PAVEMENT OFF -SITE PAVEMENT (DRIVE AISLES AND (FULL DEPTH) PARKING STALLS) ::1 1.5" BITUMINOUS CONCRETE 2" BITUMINOUS SURFACE COURSE CONCRETE SURFACE COURSE (VDOT TYPE TYPE SM -9.5A -9.5A) SM -9.5A) PRIME COAT 2.5' BITUMINOUS CONCRETE 3' BITUMINOUS 8" AGGREGATE SUBBASE INTERMEDIATE COURSE :.: >: ";•: <' CONCRETE BASE COURSE (VDOT TYPE IM- 19.OA) (VDOT TYPE 1, SIZE 21A). (VDOT TYPE BM- 25.OD) - O 8" COMPACTED SUBGRADE. 6 / 1 - _ 289.69' NOTES: Q�`\ \ 6 51 SAN 0 1 TYPE B 52 0� S - - -_ -N N ___ -___ -- 1. ON -SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. Q _ _ 2. COMPACTED SUBGRADE MAY CONSIST OF IN -PLACE MATERIAL WHERE SUITABLE \ 61 30 oo n EX. PROPER TY 2 - - - - - -_ MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR' PUMPING" BEHAVIOR - - -_ _ _ UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH o LINE TO BE 52 9 -- - - -___ - EX.20' REAR PgRK /NG SBL SUITABLE MATERIALS. \ O M � ABANDONED. 5' 51 � S. 5' \ Z9° - - -- 3. STONE SHALL BE PLACED IN LIFTS NOTTO EXCEED 8 ". COMPACT LIFTSTO 95% OF CIL OF EX, 20' �I,/ d �'� °45' s 3g� • d- �.' . O5 � Zg MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM -1 METHOD. WATERLINE EASMNT \ , "' """""'•'• •'•'•'• " 47 0° S6 F S36 °29'24 "E PERMANENT GRADING &MAINTENANCE D.B. 1076, PG. 24 a C7 32 \ ~ a a ' PlN(f _ 92.96' 41 S� 6 \ 20.0]' 30 EASEMENT TO BE RECORDED PAVEMENT SECTIONS LOT D Q �� 3 ° Q - _ �- 4,923 SQ. FT. OR 0.1130 ACRES NOT TO SCALE PLAT SHOWING SUBDIVISION FOR ,y ^ c,� 63 O -- TAX MAP 78 PARCEL 55A4 \ m "I ' 63 �,,, 47 AMP _ 5 51 Sz °� Sd, - -- THE LUXOR, LLC PROPERTY AND m R/W DEDICATION FOR TMP 78F 1 A 4 EX. PROPERTY LINE TO 2 ,, Q - -- BE ABANDONED. F NORTH PANTOPS TOWNHOUSES, LLC. PROP RTY Q . ' 017 C vp EX.50'RE4R BLDG SBL LAYOUT DESIGN NOTES: ❑ D.B. 3683, PG. 570 -572 (PLAT) % \ \O 2 34 Q''� <� 61 S�) `_- - - - -- NOW OR FORMERLY 2 11\I d 3 r �3° 34 ' �� S'- 60 ` - - - - -- 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 50B 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P -1.1. LUXOR LLC W 18 , � - SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE D.B. 3687, PG. 302 Q Q 4 TYPE B 52 - - - - _ _ PLAN. 40. STANDARD PARKING STALL. PARCEL ID: 07800- 00- 00 -055A ' 47 PS - - - - - - - - - - ZONED: PDMC • O M` I 1.9.... 0 47 00' 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING 50A 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION USE: VACANT COMMERCIA a M *-1 32 - -- p coo SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 (OFF- SITE). - SEE GRADING AND AND DRAINAGE PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS - THIS 3 41 SHEET. . � 18 00 \ 18 EX.24' /NGRESS &EGRESS EASEMENT 3. 4" CONCRETE SIDEWALK. 11 6 \ rV C 05 74 D0� ?� �9 EX.30' /NGRESS &EGRESS 08.3120, PG.408 C 4.0 42, "DO NOT ENTER" SIGN. �- M Q1 19, ,9 EASEMENT 0.1.2503, PG.73- 76(PL,40 7 C 4.0 �5 EM�23 ° _ 43 �, 1083/20 P0408 4. SIDEWALK HANDICAP RAMP. C 4.0 @40 S \ M 57 0.9.2503 P _ 43. TRUNCATED DOME WARNING SURFACE. �p G.73 76(PLg 11 100• �SEpG• G120A 10.0p, Z I - - - - - - - - - - - - - 5. CONCRETE PATIO. C 4 0 35 2 _ _ 5 44. MENU BOARD LOOP DETECTION SYSTEM. C 5 \ �'", S 30 6. 4" WIDE, WHITE PAINT STRIPE. C -4.0 5 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. U, N 7. 4" WIDE, BLUE PAINTED STRIPE. C4.0 33 O I \\ N36 °29124" i 8. BLUE, PAINTED, HANDICAP PARKING SYMBOL. C 4.0 46. DRIVE -THRU ORDER POINT BOLLARD. 5.00' e 47. VDOT CG -2 STANDARD 6" CURB. WHERE CG -2 IS 50C R25.0 LOT 1- 9. 'DRIVE THRU' PAINTED GRAPHIC. q 0 SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - e I I (PROPOSED) SEE GRADING AND DRAINAGE PLAN. \ 3 X69,611 SQ. FT. 10. STOP LINE GRAPHIC. C 4.0 66 5- � � 1.5980 ACRES 1 48 11. PARKING LOT DIRECTIONAL GRAPHICS. AT LUXOR / RICHMOND RD. INTERSECTION SHALL BE . TREATMENT OF CONNECTION TO EXISTING ASPHALT 65 \ TAX MAP 78 e C4.6 C -4.0 IN ACCORDANCE TO VDOT STD. MP -2 (SEE DETAIL). I \ VEpC 61 I � PARCEL SSA8 14 g' 30.7' 12. BOLLARD AT PICK -UP WINDOW. C201 10 - EX. 15' N ' 0p ' _ 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR B 1787 G282 op 63 � 13. RETURNED CURB HANDICAP RAMP - SEE DETAIL. 9 SHALL COORDINATE WITH DOMINION VIRGINIA 70.00' � I I C -4.0 g POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER I 14. BOLLARD WITH HANDICAP SIGN. C 4.0 VAULT = 4'. LOT 1 e 6 •�N - R96.00' \ 2 PLAT SHOWING SUBDIVISION FOR 15. BOLLARD WITH HANDICAP SIGN 'VAN ACCESSIBLE'. e L= 25:64' C1 TMP 78 -54A C -4.0 50. PROVIDE CLEAR AREA AS INDICATED FOR 13 2 I TRANSFORMER. u (ALONG ) ! IQ I I MARTHA JEFFERSON HOSPITAL EAST 16. DRIVE -THRU AREA - SEE'DRIVE -THRU PLAN' AND 13 14 \ I MEDICAL OFFICE BUILDINGS 'DRIVE -THRU ISOMETRIC'. C-4.1 C-4.1 51. CROSSWALKS IN / ALONG PRIVATE ROADS - WIDTH 30 \ I M D.B. 2503, PG. 73 -76 (PLAT) AS INDICATED- SEE PAVEMENT MARKING DETAILS - NOW OR FORMERLY 17. REFUSE ENCLOSURE / STORAGE SHED, SEE \ \ R62.0p1 R201 0p, ,y I SHEET C -5.1. 67 \ � � � I � THE MARKET PLACE OF VIRGINIA LC ARCHITECTURAL PLANS. v D.B. 320, PG. 408 - I(F) 3 � 18. LIGHT POLE AND FIXTURE. 52. VDOT STD. CG -12 CURB RAMP (TYPE A, A MODIFIED, PARCEL ID: 07800- 00- 00 -055A8 18 B, B MODIFIED, C, OR C MODIFIED - SEE DETAILS), CER OF EX, 20' 0 M ZONING: PRD MODIFICATIONS TO BE INCORPORATED AS WATERLINE ESMNT � p I 19. CONCRETE RAMP TO STORAGE SHED. �, \ b USE: MEDICAL OFFICE NECESSARY TO FACILITATE PROPOSED GRADES - SEE D.B. 1076, PG. 24 I 25 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. GRADING AND DRAINAGE PLAN. C -4 2 14.7' ^ / \\ 21. CONCRETE PAVING AT DRIVE THRU. G4 2 53 DETAILSL MENU BOARD -SEE SIGNAGE PLANS FOR GE 30.7' \ 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR pRPINPENT \ DETAILS. 54. PROPOSED BUILDING, SEE ARCHITECTURAL PLANS. 59 ff1p '� I EX•25p3, �1� \ 55. ALUMINUM HANDRAIL, SEE DETAIL. 26 (ALONG \ 23. RAMP /LANDING /SIDEWALK W/ HANDRAILS - SEE C -4.2 I °per `' p'g�3 -�6�P \ \ GRADING AND DRAINAGE PLAN, SEE DETAILS. 26 27 56. NOTE NOT USED. 24. MENU BOARDS AT ORDERING STATIONS (TOP OF ga\ 0 73 I \ MENU BOARD IS 4' -10 ") - SEE SIGNAGE PLANS FOR 57. PROPOSED SITE UTILITY (WATER, SANITARY SEWER, 1 \ a W i GAS, TELECOMM, AND /OR ELECTRICITY) - SEE SITE V I 6 I DETAILS. UTILITY PLAN. - ° 2- - 3 L I W \ 25. FREE - STANDING MAIN ID SIGN, SEE SIGNAGE PLANS FOR DETAILS. 58. NOTE NOT USED 3 \ \ -0 ° \ 26 R2S (� I `T L - - - - - \ 59. PROPOSED SEGMENTED RETAINING WALL (TYPICAL D \ Ln " "•'• • • • •'•'• 4 " ' 0.0 , N - - - 26. APPROXIMATE LOCATION OF CONTRACTION JOINT = 25.79' f , ENTRY 1 w 0 m Qi - - - - OF 2) - SEE RETAINING WALL PLANS. \ EX. VAR.WIOT \ 23 (AL NG 4) 5' "" 14 55 I Woo - - �- - - - OR DOWELED CONSTRUCTION JOINT- \ 3 "..L 55 15 ENTRY APPLICABLE DETAIL. 0 D.B. 3683, \ \ 26 4 O 65 \ 60. STOP BAR AND STOP SIGN AT NEW PARKING LOT EX. PROPS TY LINE TO \ 27. VDOT STD. CG -9A ENTRANCE GUTTER WITH FLARRED 5OF ENTRANCE TO ADJACENT MARTHA JEFFERSON BE ABANDONED, 15' C -4.5 HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS OR VEPCO E iVE 61 \ OPENING AT EXISTING PUMP STATION ACCESS DRIVE A�EMENTTO ON SHEET C -4.0. FF= 543.25 THRU -SEE DETAIL. �4 --- - - - - -- TYP. 54 36 REMAIN. I \ \ - 55 - • 6 w \ 28. LANES MERGE SIGN SEE SIGNAGE PLANS FOR 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND \ / I ROAD, AND / OR PANTOPS ROAD - SEE PLAN SHEETS EX.0 /L OF 20' 6 N r - \ DETAILS. PLAYGROUND - _ _ C -5.0 AND C -5.1. WATERLINE ESMNT \ \ BUILDING I L D I N G A 12 U I \ D.B. 1076, PG. 24 \ 53 �r I - - - - 29. FLAG POLE - SEE SIGNAGE PLANS. 62. CANOPY AT ORDER POINTS AND AT PICK -UP \\ \ L____________J 4 835 GSF 41 1 I \\ 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & WINDOW -SEE CANOPY PLANS /BUILDING PLANS / \ \ \ 59 116 S EATS 3 I \ GUTTER -SEE GRADING AND DRAINAGE PLAN. STRUCTURAL PLANS FOR DETAILS. 30 \ \ \ \1�Z6 A 65 PARKS 22 36 w O I� I 31. PATIO SEATING - SEE ARCHITECTURAL PLANS. 63. REGULATORY AND /OR WARNING SIGNAGE TO BE - m INSTALLED ALONG PANTOPS ROAD, LUXOR ROAD \ 55 19 STACKS - -- -- METER_ { 18 / -i�o I 32. DIRECTIONAL SIGNS AT ENTRANCES - SEE SIGNAGE AND /OR RICHMOND ROAD - SEE PLAN SHEETS C -5.0, 24 39 i sYi�cE ❑ / o I PLANS FOR DETAILS. C -5.1 SEE C -T.4 FOR TEMPORARY TRAFFIC CONTROLS. Ln 33. TWO ORDER LANES' SIGN AT DRIVE -THRU ENTRANCE T.B.M. � I 64 APPURTENANCESICSEIE TRAFFIC SIGNAL ZIATION CHISELED " ❑" / \ z - SEE SIGNAGE FOR DETAILS. \ � \ 26 � 0 4 -� Q O - -�- 61 � I PL PLANS (C- T.I THRU C -T.3). TMP SUBDIVISION ELEV.= 533.63 \ \ �R� ..... ................. .... 1 N �cP, L 34. STOP SIGN. G C4:AN PLAT SHOWING SUBDIVISION FOR NAVD 88 - _ 65. #57 SMOOTH RIVER ROCK (OR APPROVED EQUAL) TAX MAP 78 PARCEL 55A4 \ \ \ *O0 p� 2 0 I �? - - - - - - _ 35. DRIVE -THRU ORDER POINT ISLAND CURB. C3.4 SET ON NON -WOVEN EOTEXTILE FABRIC- INSTALL G THE LUXOR, LLC PROPERTY AND % \ \ w 61 W O - - - - - - - 2 TO LIMITS INDICATED / AS REQUIRED BETWEEN R/W DEDICATION FOR TMP 78F -1 -A p LC' i 4' :: ... M p I a, �, - \ 1 37. 40 68 Ln GL 36. CONCRETE - FILLED PIPE BOLLARD - USE'BOLLARD AT 20 SIDEWALK RAMP AND BUILDING FACADE. NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 3 SAN \ = Q I d PICK -UP WINDOW' DETAIL. C D.B. 3683, PG. 570 -572 (PLAT) P /N(FJ a 1 I I T.B.M. EX.24' INGRESS &EGRESS EASEMENT 32 66. CURB WIPE DOWN ( ±5.5') - SEE GRADING AND NOW OR FORMERLY \ \\ z 3 a °o, 2 TOP OF CURB OB. 3120, PG. LUXOR OFFICE PARK LLC � \ W N 408 37. DRIVE -THRU DIRECTIONAL GRAPHICS. a DRAINAGE PLAN. \ \\ 0 55 /� o P.B. , Pc. 1q D.B. 2503 AL i A � X.15' CENTEL EASE a �- D.R. D.B 1132, PG 109' � I ELEV.= 533.53 PG. 73- 76(PLgT) D.B. 3833, PG. 022 4 _ NAVD 88 - - 38. ON -SITE PAVEMENT SECTION -SEE TYPICAL 67. APPROX. LIMITS OF ASPHALT OVERLAY -SEE PARCEL ID: 07800- 00- 00 -055D0 - _ - - - - _ PAVEMENT SECTIONS - THIS SHEET. GRADING AND AND DRAINAGE PLAN, SEE TYPICAL \ \ B D.B. 1138, PG. 467- 69 _ ZONING: PDMC � � •".':'':. � � � ° 2 �gS�ENT PAVEMENT SECTION -THIS SHEET. USE: OFFICE BUILDING ' S� \ \ \ �_ �' 28 - EX.30' EX.20' A.C.S.A• S�•gppR" - - - - 5 '•'•'•'•'•'• \ \ m 1 1 - _ _ B _ FRONT D.B. 1098, PG• ZS9" � SEE SHEET C -2.1 FOR TYPICAL SECTIONS A -A, OD A C.SA \ �- - G- - - - - - - - - - - - 25 - BLDG SBL PG. 143 (PLAT) - - - B -B, AND C -C. SEE SHEET C -2.1 FOR PLAN 68. VDOT STD. CG -3 (4" CURB) -SEE DETAIL. SXR2 �SEMENT � � \� T 57 0o i - � I - 'L z _ D,B. 1890, _ _ _ - - ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT C 4.5 50E 709 G CIL OF EX. 10' VA. TEL E. \1 W 36 c� ` 62 O _ - - - - - _ AT PROPOSED CHICK -FIL -A PARKING LOT 69. VDOT STD. CG -7 (4" CURB & GUTTER) - SEE DETAIL. 500 SAN. 15' & TGPH. CO. ESMT. .P 57 EX. 15' CENTRAL TELE. CO. EASEMENT - - - _ _ D'B 1$ / 3 D.B. 530, PG. 293 i \ TC -T -T T -T -T T j D.B. 1135, PG. 60 & 6 UT -' 68 = = _ - - - - - - _ - ENTRANCES. - �-�_ 70. 6' CROSSWALK WITHIN VDOT R/W (AT LUXOR RD. / ul R30.00' i P /N(SJ N 41 °15'31" W �T ° _ DT- = - - _ _ _ RICHMOND RD. INTERSECTION) SEE PAVEMENT \ PAN J N33 59„ _ �� - _ SEE SHEETS C -T.1 THRU C -T.3 FOR TRAFFIC MARKING DETAILS - SHT. C -5.1. ' X.15 CENTEL ESMT. �r - _ SIGNAL DESIGN. i \ CIL OF EX. 10' VA. 132.86 - _ - == - _ = - _ _ - - - - 71. GORED ISLAND W/ 8" WHITE BORDER AND 8" WHITE .'.'.'.'.'. 1 D.B. 1132, PG. 109 \ SAN TELE. & TGPH. CO. ESMT. • 98 T \ 5 \ 16.53' D.B. 1138, PG. 467 -469 8.3 = - DIAGONAL PAINTED LINES SPACED @ 4'. REFER TO o � ':':�' D.B. 460, PG. 47 _ r_ _ ___ _ _ _ ALL MEASUREMENTS ARE TO FACE OF CURB C -4.0 H.P.B. Xl, PG. 104 -ca ' _ - UNLESS OTHERWISE SPECIFIED. CFA PARKING LOT STRIPING SPECIFICATIONS. T c \ 104.52' 1 J c 5_ 15.64' _ 3 - -��- - - - U mr- EX.10_fRO�T PARK /NG - _ - - \ _ _ ° - 5.80' ` 4 - =tom _ N 1 40�32�� w U SIGNS 72. DIRECTIONAL ARROW PAINTED GRAPHIC. 5.24' 8 7VI UTOT\ _ 52 TYPE B 61 1 J 69 N _� _ \ _cq ALNS CONFORM TO 'THE MANUAL ON 73. 'NO LEFT TURN' SIGN. EA4. 64 N_ 132 85' UNIFORM TRAFFIC CONTROL DEVICES' LATEST 6 - - EX.VAR•WIDTH CENTEL 3 I o SAN MOD. - - -- 0n _ 74. 'RIGHT TURN ONLY' SIGN. e EDITION PUBLISHED BY THE U.S. DEPARTMENT OF (VDOT PROJECT. °- = U -- N �cAn.� TRANSPORTATION. EASEMENT ( RW -201) �" ° 9 - p0 Ln _ o 0250 - 002 -105, "� o - Ln -cA�y= T �. I - -� -- FO -_ - -F F o > 20 10 0 20 40 d•:� r � / 30 TFO 30 r F o Scale - - i n Fee t 1 inch =20 ft -rFO 64 --- rFO -+-� -- ,� 1 30 A 41 RICHMOND ROAD - STATE ROUTE 250 3 30 30 �)� 30 $ (VARIABLE WIDTH PUBLIC R/W) 68 (VDOT PROJECT: 0250 - 002 -105, RW -201) 48 43 \\�" 70 61 (D.B. 1132, PG. 109; D.B. 1136, PG. 353) 70 48 3 61 (S.H.P.B. XI, PG. 11041- 61 o00� C 0 ° 4 CD / o 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date C -01 03.05.2015 H &D REVISED PLAN SHEETS: C -1.1 C -2.0 C -3.0 C -3.1 C -4.2, C -5.0, C -5.1, C -T.2, C -T.4, LS -1.0, AND PS -1.0. C -02 03.25.2015 H &D REVISED PLAN SHEETS: C -T.1 C -T.2 C -03 03.27.2015 H &D REVISED PLAN SHEET C -5.0 N/A 03.30.2015 H &D 'FOR CONSTRUCTION' PENS TO BUZZSAW. C -04 04.24.2015 H &D REVISED PLAN SHEET C -T.4 N/A 06.18.2015 H &D REVISED PLAN SHEETS C -2.0 C -3.0 C -4.2 & LS -1.0. N/A 07.14.2015 H &D REVISED PLAN SHEET LS -1.0 N/A 09.29.2015 H &D REVISED PLAN SHEET C -3.0 N/A 10.07.2015 H &D REVISED PLAN SHEET LS -1.0 C -05 10.09.2015 H &D REVISED PLAN SHEET C -2.0 �41"NA,TH of A SM.D N Lic. No. 41830' � 10.09.2015 %S?70NAL Y�C . N V . (D a C: 00 �m� Q N Z N O i =mom � � o<x C O w `a` Z Y • .V'a`n m Zw � w LUNw � l� OC7 ZIL: 00 W = U ? H °0 un � O O, i STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE LAYOUT PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date ; 04 21 15 Drawn By : H &D Checked By: H &D Sheet C-2eO OM R H 0] ti vmy " 8 l oo TP A + 1••k. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES LEGEND OF E &S CONTROL MEASURES GRADING LEGEND FOR STORMWATER MANAGEMENT PLANS SYMBOL DESCRIPTION 553.25Tc Tc = TOP OF CAP UNIT, Tw = TOP OF WALL (3" 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM 553.00 Tw BELOW TOP OF CAP - TYPICAL). SEE PLAN SHTS. MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A IP INLET PROTECTION C -6.0 & C -6.1. GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. CULVERT INLET CL547.20 ELEVATION AT CENTERLI NE OF ROAD 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. PROTECTION P547 20 PAVEMENT ELEVATION J N � \ �' 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL SITE IS -SF-SF- SF SILT FENCE FL547.2 FLOW -LINE ELEVATION (GRASS /JUTE CHANNEL) MG 542.65 � � G \ N � °� 4.00Tw y y 11 1 STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. O SILT FENCE G547.2 GROUND EL EVATION wt O 5 .78 47 3. ROCK CHECK DAM HP HIGH POINT 5 2!�Tw A 6 PA PERMANENT SEEDING MG MATCH EXISTING GRADE 9 X553.25 �0 o # yyp OTES: - - - -- PROPOSED RIDGE -LINE -'VO/ � � 543.08 _ ` 5 85 +110 sa5� � � •2 ` � � � ^� 1. ALL AREAS NOT OTHERWISE SPECIFIED TO RELIEVE R / y4o19 9ti L MG 543.3 - C 5 .05 ` �® �°p 8 CG -6 - STD. CATCHING SECTION CATCHING �G y4o1�� • CL /MG - - _ - CL � -s�`� 543.9 G547. _ VEGETATION, MULCH, SOD OR IMPERVIOUS 4543.99 _ CL/HP _ 43.6 GROUNDCOVER SHALL BE TOPSOILED AND SECTION \ 43.44 543.80 0°0 44 \ 543 6� PERMANENTLY SEEDED. CG -6 - MODIFIED CATCHING SECTION 1G �� / 544.16N M �� C V l- 60 (TRANSITION AREA) 1Gy��y1 \ ay:5y 543.74 543.66 a � • m ry -saps \ \ _ 543 36 � L � � � - � � _ � � � � _ 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR "' 43/68 P543.1i4 �'� - �4�36� - = \ \ _ DETAILS, NOTES, AND ADDITIONAL E &S MEASURES CG -6R -STD. SPILLING SECTION y = h h �s NOT ILLUSTRATED. L W PT` 543:5 XTElysl ' ^ h _s�- _ 552.83 552.33 CG -6 - MODIFIED SPILLING SECTION 1 543.77 - 5 3 50 5 m n- Q SIDEWALK 6" CROSSWALK 44.20-- 5 s `S p (BEYOND) (BEYOND) (TRANSITION AREA) �• S � � � � ``` � s � ss 9 Wyk 5 543 �^ 543.6 543.82 `� a - 547.20 k�. Q \ + L< LT 43.32 , I , 5 26 W a 0 545.31E 551.24 E TP - - - - _ 4" 1) _ _ _ _ Gy \ hti ¢2 9 �5h2 543. _ _ J \ \ / - - - _ - - a o a ° 547'24 ROUTE / PATIO INTERFACE OR (2) AT CURB 1 5 ¢ cn - - INDICATES J" LEVEL CHANGE AT (1) PEDESTRIAN i 543.10 ,� -`*,� bS 842 G549 8, I ti - - \ 54�/ + G5 .9 ° 543 53 c 54 6� ' I I 5y1g�' 1/q 2) ____ ALONG ACCESSIBLE PEDESTRIAN TRAY WAY - i EL i 4340 543.73 °o s¢ L �° / 5�1 G��y �� BEVEL CONCRETE AS REQUIRED - SEE'1 /2" 54 0 543.03 5479 / 1/2 LEVEL CHANGE DETAIL 547.24 LEVEL CHANGE DETAIL'- THISSHT. / 543.40 P542.95 P542.90 543.37 _ 55 / I / 43.20 ° 542.94 ° 543.46 543.80 ajN� cry P545�IO = Sr2\o �`� _ _ C m \ \ / i 2 542.96 543.80 543. 544.69 ¢/ / / / I 547.20 543.30 544.69 � � y�F � � �' I ✓ \ NOT TO SCALE 543 05 ° 543.20 P542.90 545.50 I, e`' To 896 °542'7 P54 .22 �Kh 545.02 545.00 so / h`o°d\ \° 1 \ / i 55 STORM STRUCTURE SCHEDULE: ❑ T� /8 fig. T G54 •5 543.10 544.69 6 0 7 - \ R \1 \1 SS1 Al VDOT MH -1 W/ T -DI -2 TOP UNIT C2 VDOT MH -1 W/ T -DI -1 TOP (DI -1 2• ❑ 543.07 5 TC 538.4 \ SF P542.50 - - - S FL 538.3 P 60 \ 545.78 18 y \ \ I / 61 80 ) 61 80 73 RIM 540.33 � FRAME &GRATE W/ CATCH eee 53 . / 543.50 P545.7 547.68 j �47. 5 INV IN 536.75 (F1 -A1) C-4.6 C-4.6 BASIN INSERT BASKET. / 4 . \ 545.28 '546.5 547.35 5 7. 1 \ 1 ICL� I I / - _ / \ INV OUT 535.80 (A1 -61) RIM 540.75 540 i D/ P5 47 P54 P542.55 54300 543.00 ` s \ 1.90 �9p h Sao " P542.45 P542.72 y h / P542.40 54 .95 5 542 45 543.3 543.30 542.80 542.80 GRADING AND DRAINAGE O CALL -OUT NOTES 1 "• 1111111111 11111111111111111111111111111111111111111111111111 .d ■ INV IN 532.14 C3 -C2 �� 9srrpZ \ \ \ ` o c� 9oti 0kgk k1k 61 A2 VDOT DI -2C, L =6' 62 INV OUT 532.04 (C2 -C1) 546. �� 8 > \ \ + 1 1 0 ,n ,9 m yh �G� G5 yh9' RIM 542.10 In o g P545.30 546.56 S sag8� \ \ \ ';^ 9.98 �G 1 �G ykkOti INV IN 536.70 (R5 -A2) C 4.6 C3 6'0 VDOTT -MH -2 (MODIFIED) AS 546.06 546.0 \ �4 32 \� Ln 1G 5 INV OUT 536.00 (A2 -64) OUTLET CONTROL STRUCTURE. 546.00 \. > \ \ rn u+ _ 1"550.44 70 80 �" 63 545 0 5 9. 8 \ rn O1 RIM 541.95 � � 61 VDOT C -4.7 C -4.8 P545.70 45.50 R`J0 p g• 549.94 INV IN 533.30 61 -C3 550.33 9� �9� � RIM 541.00 71 ( ) c PS % P544.96 / 45.50 545.9 P545.42 9 6 \'• L 4P 8 540 7r "`� �Gy� \ k010� INV IN 535.65 (A1 -61) C q•7 INV OUT 533.20 (C3 -C2) 55 56 0� 48 \. 49.8 \ y �0 INV IN 533.39 (B2 -61) D1 VDOT 18" ES -1 W/ VDOT EC -1 ee 1' L " URB f G 5 INV IN 533.39 64 -61 C4.5 C4.5 \ 539 i - - �5g2`q 542.48 - - - - - / - 5.40 54 .32 i 4 2 p �' 550 30 07 / ( ) (1.5 SY, CLASS A1, DETAIL 1) 5y11 0 ti s � / Q 545 5 '46 9 h - 5 .31 -548 � INV OUT 533.34 (61 -C3) INV OUT 518.05 �� c ti yg1 ^ 1 B6 5 .3'/ \ v 5 0.2% - ` 62 6'0 VDOT T -MH -2 D2 VDOT DI -3B, L =8' \G yy / Q / 544.62 I 549 2 9' 2 5 9.94 qG 9 / P 0.75 � �c,� 7 / �' RIM 541.87 80 RIM 524.25 64 544.12 544.70 9. 350 2. 49.70 549.89 ,� INV IN 533.56(63 -62) C48 INV IN 518.72 (D3-D2) 1 y1� 41. / P544.00 544.20 544.58 1 54.55 549.85 -54 y \ 541.0 Q I / 1 0 'I 544. 12 v P549.1� C� � 49.0 ��- � 0 INV OUT 533.56 (62 -61) INV OUT 518.68 (D2 -D1) y569 y1a�0 540.58 I P541.32 i \ \ yk9� 63 5'0 VDOT T -MH -2 D3 VDOT DI -3A (W/ TYPE A NOSE) sj 4 \ RIM 545.18 80 RIM 524.12 5 3 64 5 \ y1 541.90 542.1 i 5 4.50 \ 5 9.0 - C 4.8 C 4.6 \ +�9� F RIM 541.40 541.60 5 4.00 \ \ S 1� \4 0 / sas \ INV OUT 533.92 (63 -62) INV OUT 5 8096 (D3 -D2) 4 IP / P 11 \ \ 64 6'0 VDOT T -MH -2 W 1 T -DI -1 662p \ 1 0 41.10 \ B 548.16 ti TOP (DI -1 FRAME & GRATE) W/ N P547.1$3 80 73 D4 VDOT DI -3C, L =8' S o 540.3 �'� 1 54 .16 2 SO �% \ 545 \\ / RIM 541.85 C 4.8 C 4.7 INV IN 520.80 (D5 -D4) C64.6 1 I i 3% \ / CATCH BASIN INSERT BASKET RIM 524.00 G 9 o r°v RIM d N N 54 INV IN 535.67 (A2 -64) INV OUT 519.27 (D4 -D3) y5°�0 U \spa 540. 1 a 40.19 \ I 1 I m n 543. 40 I \ 547.6 4.50 / v 536. `r J' 539.90 � 1 ;P � � i 43 i G � s 540.52 P543.10 P54 .02 548.1 a5 M INV IN 533.69 (65 -64) 535.80 `f 's ,� 6 I ° l \ 8.0 5 r n s\ r m '�' 540.02 INV OUT 533.69 (64 -61) DS VDOT 18" ES -1 W/ VDOT EC -1 55 56 1 \ (1.5 C4.5 C4.5 P535.65 P5�5. 9 "'� J "so �a 1 P540.25 / v v 54 . ' 12+ 5 05 5�° / ) I P54125 / oo m 6 I SY, CLASS A1, DETAIL 1 \ w( I P 1.10 541.7 / 543.50 I 42.60 5 i INV IN 521.20 s s 6 IP A / u+ 46.85 y y43 BS 6' 0 VDOT T -MH -2 C 4.8 MG p 1 540.70 / 541.25 / NM 5 533882 66 -65 80 d u+ oo I / / ( ) D6 EX. 18' FLARRED END SECTION 535.46 cE 543 / S4 / ( ) INVOUT522.76 40.24 P541.75 l = / 541.85 64 I ° 2p k 6 ° P54 .53 I i �1 535.44 s s u, A As / / RIM a v v �� X543' / / / INV OUT 533.82 65 -64 i 3519 �� 1� O fir•' O° � a% I "�' N �� P545.51 0 � 0ry / 5' 0 VDOT T -MH -2 538.18 yiy y ?1, , 5 535.45 U I B1 - I v S 5 .76 / h�� / 66 D7 VDOT DI -3E, L =8' W/ UTILITY SPACE a "Q` � '� gS L BL 45• / / as RIM 545.30 80 RIM 531.00 63 .36 PRC -542- / `' 1 4 INV OUT 533.90 (66 -65) C 48 INV OUT 525 99 (EX 18" RCP) C -4.6 0 - - - 342 02 �� 542.83 Z69g h y� C1 55 56 ti p J 4g 541.52 542.15 54 35 P542.2 A2 �� / VDOT 18" ES -1 W/ VDOT EC -1 y�°`• ✓ \ P54 / F1 12X6 FILTERRA UNIT W/ 2 SMALL r° T 542.33 / 5 4 (40 SY, CLASS Al, DETAIL 1) C-4.5 C-4.5 534.71 sT \ N - -- / TREES SEE LANDSCAPE PLAN 60 N � / ( ) 42.74 \ 4 543.00 c % 1° 42.67 �541� - / / ` INV 531.80 RIM 540.75 y 542.75 Tw i �q h`°�` 534.7 � � . � � � o m ti �m•I .44 � • N rye• � 542.72 � � Q 12 z� � koph ( \ INV OUT 537.25 (F1 -A3) S S s v v v m 43 542.5 u, v 542.22 �' - 00 �o y \ NOTE +, ti 42. 1 \ v v N N � 543.01 542.5 3 v oo v S � ko• 6 ny 539.4 q .� ; a a? Ln a v u, ,, m v, ry a u, 4 1 NL 9 ti y .IN \sT 6539 S .51 v ry nj N / 54.3\ T` 5 y sy 1. RIM ELEVATIONS ILLUSTRATED FOR CURB INLETS IS THE ELEVATION AT TOP OF CURB AT THE INLET. 5 j \ u ua n v v i.i / 540 y�g° 1kg\ 11 44� 5y 4.28 \SF 3 S 9 t a a �G�py�59\ 2. BEDDING AROUND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE TO VDOT DSB -1. 52 1 r�4 45 54 .91 „C ^��..... - -t- ajA1 / G514 C 4.5 S 4 .06 4 :52'•� 3. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. IS (UNLESS SPECIFICALLY NOTED OTHERWISE). 53 54 .5& .... rt 7 542:49 42' - - / 539.4 5 7 / •� / � C -4.5 - t.'� 543.15 /- - - - of / k / / Ev �� \T 543.11 "•" •' 54 • ; N / 5 1Y 54 _ 4. PROVIDE INLET PROTECTION AT ALL INLETS -SEE EROSION AND SEDIMENT CONTROL PLANS FOR DETAILS. ky0 P534.15 OS '.. 52':54' .29 \ / 5. STEPS SHALL BE PROVIDED PER VDOT STD. ST -1 IN ALL STRUCTURES WITH HEIGHTS (H) GREATER THAN OR 54 542.7 + 543.29 1 � \ / C 4.5 c L 543.25 �^ EQUAL TO 4'. -- 543;23 543.25 � a; 539 539 39\ 543.23 m .56 / `•� - - - / 6. NOSE OF ALL CURB STRUCTURES SHALL BE TYPE B UNLESS SPECIFIED OTHERWISE .25 \ 541. � � \ � ry �• 543.22 / I .^ CBL yo1 � ( ). +3 542:8 543.17 R3 \ 2 a i STE 42. \ ' . u, i Svc M�'10 EX.STM. 59 \ \ MP542.3 i 543.00 / - -538 •� FF= 543.25 O R4 a- - \ 5 9 STORM SEWER PIPE SCHEDULE: RIM 5 3.67 �' r - - - - -- - -- V - \ rt 1rt 1' 33.4649 s S� ° _ -.. i 7 536.45 \ �yyGyS �Q o 27'- 18" CL IV RCP @ 0.88% I � - � 1 y 26' 6" PVC SDR 35 @ 1/o MIN 1 y ° IN MG ; ;T ®` 2% - - - _ F yS160s F1 TO Al ( ) (MIN) C2 TO C1 INV UP 532.04; INV DN 531.80 5 / / \ - qG yS INV UP 537.30; INV DN 537.00 5yti Q 33• \ 537. r� i i / o N ' 2.5% - X537- y qG 5Q , GP 3 S / v 0 0 0 35' - 18" RCP @ 0.43% 10'- 18" RCP @ 4.00/ r -o Do 0 yT9°��15R 33?,Oy Jm A ! 265 HP. TO 61 INV UP 535.8 NV N 535.65 D5 TO D4 INV UP 521.20; INV DN 520.80 5 `54215 �-- - - - - -- �� m N � m I 53 0 � 0. 6 - - - -� v v �nj �o a �n 00 1 / , 5 °o °n / n �J� 7 _ G542.5 1 - - u� 46. G - h56 / / D4 TO D3 n; T. G542.4 -537- - - 7 0 00 - 12 1 33'- 18" RCP @ 1.00% o 6 A2 TO 64 30' - 18" RCP @ 0.90% j EX.S /M. MN m m / \ 54 w� 543.25 $ ' 3�' 534.95 3 Rh G / INV UP 536.00; INV DN 535.67 INV UP 519.27; INV DN 519.00 RiM= 36s 543.25 M N - - oo sT \ \ �... s 7$' STEP R2 14 { - o 3 \ \ 542.65 543.18 - I� 53 - - - 142' - 48" RCP @ 0.25/0 0 INV -5 533.62 M fin' "� �, 542.64 - - - -- - -- .. I 834 1 10 -536- - _ - - - _ - 63 TO 62 INV UP 533.92; INV DN 533.56 D3 TO D2 24' - 18" RCP @ 1.00% MG T�\ \ w \ 7g STEP 542.04 - - -- / r 54 8 33.6 2% INV UP 518.96; INV DN 518.72 O \ \ s G542.2 L J G542.2 - G542.5 �! 6 53.2 1b ° 0 / r 62 TO 61 71'- 48 RCP @ 0.25% PS / P SF \ \ \ - - - 535 INV UP 533.5 NV DN 533.39 D2 TO D1 60'- 18" RCP @ 1.05% .� � N � � , �� INV UP 518.68; INV DN 518.05 N \ \ - ...... - M 6. B.M. - m m A Q <r a o. * 543.08 m L 5y" Oti 31' - 48" RCP 0.25% / \s �\ \ ,., 54..7 ... a 533.2 � 1 5 yy' bk B6 TO B5 °� C ISEL .D "El" .) / -� -- Q Q - -�- 35.0 yyo �G y h• INV UP 5339 INV 18'- 8 P ° y'S'y1 yS I R1 TO R2 VC @ 1.04/0 (MIN) ELEV.= 533.63 ...... 3� c 0 41 - 8 PV 1 \ + a F NA D' �+ ti \ \ \ p 5EQ 1.88 1. ��r5 532 53 65 TO 64 52'- 48" RCP @ 0.25% R2 T R4 C @ .04% (MIN) • 2.7 1� 0 s0 tt g1 � � � � INV UP 533.82 INV DN 533.69 � O I ...... 5 2.30 2 % TO 61 123'- 48" RCP @ 0.25% R3 TO R4 20' - 8" PVC @ 1.040/. (MIN) INV UP 533.69, INV DN 533.39 35 01. PV @ 104 ( I ) 121'- 18" RCP @ 0.88% TO R5 - - � C3 TO C2 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO \ \ \ / n \ \ I °/ �m o 529.94 530.15 53 26yy5 / 5gk�5y = 53 i INV UP 533.20; INV DN 532.14 C o M R4 o N EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. - 4�8 - u o _ �O 529.61 529.82 529• S� P0`'� hti / 5' - 8" PVC @ 1.04% (MIN) \Q s ., A i R4 TO A2 2. PROPOSED OVERSIZED HDPE STORM SEWER PIPING NETWORK AS NOTE: 52 2 - SU'j h15 i STORMWATER MANAGEMENT FACILITY (SYSTEM B). o \ \ \ - SPECIFIED LENGTHS OF PROPOSED RCP STORM DRAIN INDICATE HORIZONTAL DISTANCE FROM CENTER OF 3. STEEP SLOPE AREAS. STABILIZE STEEP SLOPE AREAS WITH LOW STRUCTURE TO CENTER OF STRUCTURE ROUNDED TO THE NEAREST WHOLE NUMBER. •y5 R/ / � � \ \ \ \ � � - � S � � N9 1 `i - I MAINTENANCE GROUNDCOVER IN ACCORDANCE TO ALBERMARLE 5 /59 I \ TC \ - _ -! _ �8 0 'F \ 06 PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12 "), PVC STORM DRAIN PIPE COUNTY CODE - SEE LANDSCAPE PLAN. S�' WITH A 6" OR SMALLER DIAMETER SHALL BE SCHEDULE 80 UNLESS SPECIFICALLY NOTED OTHERWISE. HDPE h \ 535 i PS P527.63 + � � � � 72 �� / ` P8 TC - \ , / 5y'Wl PIPE SHALL BE ADS N -12 DUAL WALL PIPE WITH WATER -TIGHT JOINTS. 4. STORM SEWER CLEANOUT - SEE DETAIL. C -q 7 T -T y5 / / \ 533 UTDT- + 0 5. PROPOSED RETAINING WALL (TYP. OF 2) SEE RETAINING WALL / .... \ \ P /N( F SF -S SF -SF SF - DT- TDT- - IT / 530. 0 PLANS (C -6.0 AND C -6.1). 7 \ \ ^ _ 3 0• - _ - - - - �.yy 65 N s3�y i8- c� - ry/ - -SF - - \ �G JUTE 6. SAWCUT /REMOVE EXISTING PAVEMENT PER VDOT STD. MP 2. C 4.6 o \ \ \ ` + `� 1L \ 7hy^� 530 \ F F F F j S ti / j ` - - - - - - -0 W JUTE 7. PROPOSED BUILDING, PARKING LOT, CONCRETE DRIVE -THRU / \ 1 0 ss� r J �' \ y 2 -� / r� - - - - - - - - - -529- - , ,�. Z +2' 1 / 5is vr0r= - ACCESS LANE, RETAINING WALL AT DRIVE -THRU ACCESS LANE, AND - 528 - r' 2 (MAX) SIDEWALKS SHALL BE SUPPORTED BY FILL MATERIAL PRIMARILY IN 11 T s26./ s3� / - -528- - gyp- - 9�' ti +528.6 - _ - - - - EXCESS OF 2'. SEE FILL MATERIAL NOTE (SHEET C -5.2), / 528.90 \ p/ _ �' - - 523.92 - '� - - - r X526 GEOTECHNICAL ENGINEERING REPORT (BY OTHERS), AND / ' 529.92 NEW RIM s?�� i _ 7 - - -- - - - - +� �5 n 110LF @ ±0.70% RETAINING WALL PLANS FOR FILL MATERIAL REQUIREMENTS. h�` 0 - ,5 �___- - _� P523.96' - 525 gar - _ W/ VDOT EC -1 JUTE MESH SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. QUALITY CONTROL I D7 530.00 / o' _ -SF -SF SF- 5P - - - - - 1 s ors DITCH D1 -EX.DI INSPECTOR ASSIGNED BY OWNER SHALL BE ON SITE DURING / 5ti 52 26' 25_- - - i ' � ?s p/N(Fl �� N.T.S. PLACEMENT OF FILL MATERIAL. 5� SP - -�- -tih PS -�3^ _ - - - - - L1 2� �• 30.08 - 8. PROPOSED PERMANENT GRADING AND MAINTENANCE EASEMENT 531.70 ` 530.16 - - TO BE RECORDED - SEE LAYOUT PLAN. 2 -TFO - - -TF - _ _ 5 4S N - 28- - _ - �9� - FL517.8 �-� _ _ _ ti • - _ _ 531.61 i 0 01 / 1 5D N �TFO - - - - - � 3 •J:5. :.. EX. .. .... 9. SIDEWALK RAMP W/ HANDRAIL - SEE DETAIL, SEE GRADING \6. 528.40 M y� 1 P521.98 a - 52 FL517 - - 0 527.53 _ GSyo 527. MG 525.45 24.0 P523.85 P523.44 N `n- _ -� g3 ' F 528.25 - _ - - LEGEND (THIS SHEET). MG 531.57 1.00 5 3 SF 6_79 1'tiy' `� 5 "'� � 1. � -TFO _ - -- 0.0 - -s - F- \ S - �Gyy 524.59 ° 522.82 - 10. PROPOSED LUXOR ROAD EXTENSION (PRIVATE ROAD) - SEE PLAN RIM - r -,SF -S - 524.12 SHEETS C -5.0 AND C -5.1 FOR PROFILE AND PAVEMENT MARKING - - 1 - INFORMATION. SEE PLAN SHEETS C- T.ITHRU C -T.3 FOR 9 � - � / yti' 522.78 - MG P5 74 21.78 - SIGNALIZATION REQUIRMENTS AT INTERSECTION WITH RICHMOND P530.67 529.30 / �' MG / ROAD, SEE SHEET C T.4 FOR TEMPORARY TRAFFIC CONTROL PLAN / / 5 P530.67 MG �.; - 531.71 RICHMOND ROAD - STATE ROUTE 250 �✓ ��-ssF Q DETAILS. MG / / 521. 11. APPROX. LIMITS OF DISTURBANCE. G / p// / JUTE I 10 00 CBL/1 521.90 52106 12. REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS hry / /hry / 1 I �� 6 y g5 / / / WELL AS THE FILL BETWEEN STATIONS 13 +27.37 AND 13 +46.19 IS / h / �- / / hti Luz + JUTE ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD EXTENSION PLAN / / _ -2.5 1 \ \ 0 AND PROFILES (SHTS. C-5.0 & C-5.1) FOR ADDITIONAL 2 (MAX) <) EX.CURB INLET INFORMATION AND ROAD SECTIONS AT STATIONS 12+20,12+40, r -'1 \ R1M= 519.01 12 +70, AND 13 +40 °000 / yti y�ti1 5tip/ yti 60y16• y0 ti I GRATE ELEV.= 518.53 32LF @ ±4.1% ti ti G1 ti 5ti / / \ h �pti 1 tia�R W/ VDOT EC -1 JUTE MESH 20 10 0 20 40 / / ytip� EX.STM.MH 5y �Gy a�1y DITCH D6 -D5 t h nn / Q h / D/ 1°y6y yti6' RIM= 526.07 °I I yTn•k1ti Gyti�ye Iv.T.s. �� I N Scale in Feet 1 inch= 20 ft. O c�y�$ htio� /y�9 J j 1G�TyT1' y11/ lNV=S� /526 y l �1Gyti 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 03.05.2015 H &D c -o1 REVISED PLAN SHEETS: C -1.1 C -2.0 C -3.0, C -3.1, C -4.2, C -5.0, C -5.1, C -T.2, C -T.4, LS -1.0, AND PS -1.0. Mark Date By 03.25.2015 H &D C -02 REVISED PLAN SHEET C -T.1 C -T.2, AND C -T.3. Mark Date By 03.27.2015 H &D C -0 REVISED PLAN SHEET C -5.0 Mark Date By 03.30.2015 H &D PLANS WITH WATERMARK'FOR CONSTRUCTION' POSTED TO BUZZSAW �Nj TH op p A ES M. DUNN Lic. No. 41830 � 03.30.2015 V • (D a C: 00 sk MO rn a a m00 Q N OVi zm� L zN� o�x z LU `a` ul �. • 11wM � Q a ,m Z LU Ln'T j2 r- 00 O N oC C> ? 00 un N oo = O > m a L C/i STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE GRADING AND DRAINAGE PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 03 05 15 Drawn By : H &D Checked By: H &D Sheet C-10 CIL OF EX.20' WATERLINE ESMNT D.B. 1076, PG. 24 &:: 77-w pil kit EX.0 /L OF 20' WATERLINE ESMNT D.B. 1076, PG. 24 - EX. VAR. WIDTH ACCESS - EASEMENT D.B. 3683, PG. 570 -572 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. *EXCERPT FROM APPROVED CONSTRUCTION PLAN SHT. LS -1 ,---- LMPI /16 AXGK /6 co App.0 No . SDP201400018 EXHIBIT A TO ACCOMPANY LETTER OF REVISION �� Job No.: 22100 APPLICATION DATED 9.29.2015 ° ° -11 ° • Store: 03187 � o 5200 Buffington Rd. Location : Albemarle Co., VA HORTON & DODD, P.C. Atlanta Georgia, Date: 10.07.2015 Surveyors • Engineers • Planners 30349 -2998 a 300 GEORGE WASHINGTON HWY. NORTH O f Sheet No.: CHESAPEAKE, VA 23323 PH: 757 - 487 -4535• FAX: 757 - 487 -9788 PLAYGROUP PLANT LIST ABBREVIATION BOTANICAL NAME COMMON NAME SIZE SPACING UQ ANTITY CANOPY ALLOWANCE LARGE SHADE TREES ASB Acer saccharum 'Bonfire' BONFIRE SUGAR MAPLE 3.5" CALIPER AS SHOWN 13 254 SF NSW Nyssa sylvatica 'Wildfire' BLACK GUM WILDFIRE 3.5" CALIPER AS SHOWN 12 181 SF Z Zelkova serrata 'Green Vase' GREEN VASE ZELKOVA 2.5" CALIPER AS SHOWN 6 306 SF ORNAMENTAL TREES CV Chionanthus virginicus WHITE FRINGE TREE 6' — 7' AS SHOWN 8 10 125 SF PCT Prunus cerafera Thundercloud' THUNDERCLOUD PLUM 6' — 7' AS SHOWN 143 SF MLG Magnolia grandiflora 'Little Gem' LITTLE GEM MAGNOLIA 6' — 8' AS SHOWN 3 82 SF LARGE SHRUBS BTHP Berberis thunbergii 'Helmond Pillar' HELMOND PILLAR BARBERRY 30" MIN. 2' O.C. 25 5 SF EJGS Euonymus japonicus 'Greenspire' GREENSPIRE EUONYMUS 30" MIN. 2' O.C. 35 18 SF TOEC Thuja occientalis 'Emerald Green' EMERALD GREEN ARBORVITAE 4' MIN. t4' O.C. 44 10 SF MEDIUM SHRUBS AXGK Abelia x grandiflora 'Kaleidoscope' KALEIDOSCOPE ABELIA 24 "/ 3 GALLON MIN. 4' O.C. 66 — CCSS Caryopertis clanodensis 'Sapphire Surf' SAPPHIRE SURF CARYOPTERIS 24 "/ 3 GALLON MIN. 3.5' O.C. 64 — HRS Hypericum 'Red Star RED STAR HYPERICUM 24 '/ 3 GALLON MIN. t3' O.C. 63 — ICST Ilex crenata 'Soft Touch' SOFT TOUCH HOLLY 24 "/ 3 GALLON MIN. t4' O.C. 75 — NDM Nandina domestica 'Muraski' FLIRT NANDINA 24"/ 3 GALLON MIN. 2' O.C. 84 — OHG Osmanthus heterophyllus 'Goshiki' GOSHIKI FALSE HOLLY 24 "/ 3 GALLON MIN. AS SHOWN 23 — GROUND COVERS /PERENNIALS HDL Hemerocallis 'Red Hot Returns' RED HOT RETURNS DAYLILY 1 GALLON 24" O.C. 112 — LMPI Liriope muscari 'Peedee Ingot' PEEDEE INGOT LIRIOPE 1 GALLON 12 " -18" O.C. 408 — LMWN Lamium maculatum 'White Nancy' WHITE NANCY LAMIUM 1 QUART MIN. 24" O.C. 166 — SB Stachys byzantina LAMB'S EAR 1 QUART MIN. 24" O.C. 1050 — VINES (GREEN SCREENS) LSMW Lonicera sempervirens 'Major Wheeler' MAJOR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG. — RECOMMENDATIONS RECOMMENDATIONS NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITIED. SHRUBS AND TREES AHSLL BE PRUNED MINIMALLY AND ONLYTO SUPPORTTHE OVERALL HEALTH OFTHE PLANT. *EXCERPT FROM APPROVED CONSTRUCTION PLAN SHT. LS -1 co App.0 No . SDP201400018 EXHIBIT B TO ACCOMPANY LETTER OF REVISION �� Job No.: 22100 o APPLICATION DATED 9.29.2015 ° ° ° 1 ° • Store: 03187 5200 Buffington Rd. Location : Albemarle Co., VA H O RTO N & DO D D, P.C. Atlanta Georgia, Date : 10.07.2015 Surveyors • Engineers • Planners 30349 -2998 Of do 300 GEORGE WASHINGTON HWY. NORTH Sheet No.. CHESAPEAKE, VA 23323 PH: 757 -487 -4535" FAX: 757 -487 -9788