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SDP201400053 Letter of Revision Letter of Revision 1 2015-07-15
�'JRGI^1tA COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 July 15, 2015 Jamie Dunn Horton & Dodd, PC 300 George Washington Highway N. Chesapeake, VA 23323 RE: L0R #1 for SDP - 201400053, Tax Map /Parcel #078000000055A2 Mr. Dunn, Fax (434) 972 -4126 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 plan (Sheets C -2.0 Site Layout Plan, C -3.0 Grading and Drainage Plan, C -4.3 Site Details, and LS -1.0 Site Landscape Plan) dated 3 -5 -15: 1. Add a sidewalk that will connect the existing sidewalk along North Pantops Drive to the patio at the west side of the proposed restaurant. There are no other changes to the approved plan proposed. This is the first (15') 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, R Megan Yaniglos Principal Planner County of Albemarle Department of Community Development Phone: (434)296 -5832 Ext 3004 Attachments: Site Plan Change \ � 1 \ NOW OR FORMERLY NORTH PANTOPSTOWNHOUSES, LLC 20' A.C.S.A. WATER LINE D.B. 3683, PG. 560 EASEMENTTO BE RECORDED \ 7/ D.B. 2997, PG. PG. 643- 651(PLAT) �d� A D.B. 3683, PG. 570- 572(PLAT) 1 PARCEL ID: 078FO -01- MOOOAO USE: OPEN SPACE ZONED: R -6 \\ T 30 oe68�ry Pry \ 27 el 1 a.s. 6UR �w� - 3, P� OA 41 - NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NOW OR FORMERLY PROPERTY ACQUIRED FROM LOT 1 TO WESTMINI5TER- CANTERBURY OF THE BLUE RIDGE CREATE LOT 1 -A & 1 -13 AREA= 19,102 D.B. 1502, PG. 503 LZ SQ. FT. OR 0.439 ACRES D.B. 1594, PG. 87 (PLAT) PARCEL ID: 07800- 00- 00 -055AG ZONED:PRD VAR. WIDTH NON - EXCLUSIVE ACCESS l EASEMENT TO BE RECORDED S 35 ° ' 4." E 15,407 SQ. FT. OR 0.3537 ACRES 1 •0 �' 335 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" 45.20' N 29 °13'17" E 75.95' OFF -SITE PAVING SECTION (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) PRIME COAT EXISTING MILLED ASPHALT ON -SITE PAVEMENT OFF -SITE PAVEMENT (DRIVE AISLES AND (FULL DEPTH) PARKING STALLS) - , , ", 0 1.5" BITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SURFACE COURSE (VDOT TYPE SM -9.5A) SM -95A) RIME COAT RIME COAT 2.5" BITUMINOUS CONCRETE 3" BITUMINOUS CONCRETE _ _ _ - CF BASE COURSE {VDOTTYPE -_ � �T1 ' I � - -- -_ %O INTERMEDIATE COURSE 289.69' (VDOTTYPE IM- 19.0A) BM- 25.OD) / _ \ 6' 8" AGGREGATE SUBBASE 8" AGGREGATE SUBBASE - I Q\�,\ If °° 52 $_� $ ° �~- (VDOT TYPE 1, SIZE 21A). (VDOT TYPE 1, SIZE 21A)- 61 `� I q $ r� Ld EX. PROPER�Tll O COMPACTED SUBGRADE. 8„ COMPACTED SUBGRADE. -- - _ ;a LINE TO BE 5 t \ � I m /1 ABANDONED. 5' S1 -� � $• $` � _�_ PAPKING SB[ NOTES: 1 - + _$�9 °39 -- - 1. ON -SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WIATERLINE EASI7NT 4 5 rOJr nW 47 Oo �' --� Sg _ � 836 °29'24 "6 PERMANENT GRADING &MAINTENANCE 2• COMPACTED SUBGRADE MAY CONSISTOF IN -PLACE MATERIAL WHERE SUITABLE D.B. 1075, PG. 24 \ Ui'J I r 32 ❑ _ S 1B' 20.OT MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING" BEHAVIOR �2.9 r EASEMENT TO BE RECORDED UNDERTEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVEDAND BACKFILLED WITH LOT ❑ \ oa �` f j` -3 / - °^ _ - 41 --- �/ `� y 30 4,923 5Q. FT. OR 0.1130 ACRES SUITABLE MATERIALS. PLAT SHOWING SUBDIVISION FOR v ^ 63 I "° c - _ " / %� S `� 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 ". COMPACT LIFTS TO 95% OF TAX MAP 78 PARCEL 55A4 \ "� r 47 / 5 S 1 ` F;, `816° % MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM -1 METHOD. THE LUXOR, LLC PROPERTY AND A7 47 4� !I 63. ♦..�.. � r ^p0 ,,�: 1 ESC. PROPERTY LINE TO ,,:.,' r,.• 2 ., _ p p� n' n' R/W DEDICATION FOR TMP 78F -1 -A 0 0 \ ' BE ABANDONED, F % _ PAVEMENT SECTIONS NORTH PANTOPSTOWNHOUSES, LLC. PROP RTY .�^ I I 1` 17 e q, �s -- BCOC SBL NOT TO SCALE D.B. 3683, PG. 570-572 (PLAT)O rrJ , 2 34 61� 60 y - NOW OR FORMERLY ' q� I 3 ° 34 �. -. ❑ <� r I r L LUXOR LLC !L1 I I 1 18 ,, - D.B. 3687, PG. 302 A� Q I I 47 - ' TYPE B 52 �y` .- l l PARCEL ID: 07800 -00- 00-055 1 i4 �. - s 1 LAYOUT DESIGN NOTES: ❑ ZONED: PDMC O n�j I I n USE: VACANT COMMERCIA 4 M T❑ 18 32 \� 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 08 39. GREASE TRAP, SEE SHEETS PS-1.0 AND P -1.1. I Q 47 \ I 18 , ; - ❑ _ -� 41 in EK2 SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE 94.5 PLAN. 40. STANDARD PARKING STALL. I 4 INGPESS & EGPESS LRSEMENT `�'T .1 d EX. o' 11VGpF5S & FcP ss 45 &VENT L 8750 PC.73 ?6�P1Ar1 1 20 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING OA 41. APPROX. LIMITS OF FULL-DEPTH PAVEMENT SECTION 43 $ . PG.4178 SECTION -SEE DETAIL, SEE GRADING AND DRAINAGE C 4,5 (OFF - SITE). - SEE GRADING AND AND DRAINAGE PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS- THIS _ SHEET. ��� �•�SO `� \� .� _ � ~ ~ ~ 3. 4" CONCRETE SIDEWALK. 11 D• �. S I e 42. DO NOT ENTER SIGN. 6 4. SIDEWALK HANDICAP RAMP. C-4A C 4.0 10 •1 .2 ap; ^ PL N �EVISION O� ,.� 11 43. TRUNCATED DOME WARNING SURFACE. C-4.0 N36°z9'24" + 5. CONCRETE PATIO. 35 �- 5.00' ' S 44. MENU BOARD LOOP DETECTION SYSTEM. C-0 Z P E D ESTR R U T i ,''' 18 '` 825.0 - -�_ a C -0.D I \ � `', if PROPOSED 6. 4" WIDE, WHITE PAINT STRIPE. 5 \ / f (PROPOSED) 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. 1 7. 4 WIDE, BLUE PAINTED STRIPE. TO CON E S DEW \ �' 63 66 5' 3 X69,611 SQ. FT. ' S1 -� 94.0 4 46. DRIVE THRU ORDER POINT BOLLARD. C-a3z I \ j 1.5980 ACRES S. BLUE, PAINTED, HANDICAP PARKING SYMBOL. C -0.D ALONG N N O P S I V II \ ' r TAX MAP 78 7 47. VDOT 03-2 STANDARD 6" CURB. WHERE CG -215 \ - CPC 61 9. DRIVE THRU PAINTED GRAPHIC. C -00 SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - Cd.5 FX,1 l PARCEL 55A8 a c' SEE GRADING AND DRAINAGE PLAN. 10,gq, � NTG28� fi3 + 10. STOP LINE GRAPHIC. C,4.D I 8. ?787 Ft70.Oq' J 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT TO PROP OS PATIO I F ° 11. PARKING LOT DIRECTIONAL GRAPHICS. AT LUXOR / RICHMOND RD. INTERSECTION SHALL BE 65 j c-a.0 896.00' LOT 1 12. BOLLARD AT PICK -UP WINDOW. 20 IN ACCORDANCE TO VDOT STD. MP -2 (SEE DETAIL). \- 2 1 PLAT SHOWING SUBDIVISION FOR 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR L= 25.64' 61 ' f TMP 78 -54A SHALL COORDINATE WITH DOMINION VIRGINIA 13 2 ,= i f / 13. RETURNED CURB HANDICAP RAMP -SEE DETAIL. (ALONG \ - j MARTHAJEFFERSON HOSPITAL EAST C 4.0 POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER MEDICAL OFFICE BUILDINGS 14. BOLLARD WITH HANDICAP SIGN. 6 v 1 D.B. 2503, PG. 73 -76 (PLAT} C 4.0 VAULT = 4'. 30 ` p I y' NOW OR FORMERLY 6 fi7 \ R�•00'2`7LOp j 1 THE MARKET PLACE OF VIRGINIA LC 15. BOLLARD WITH HANDICAP SIGN 'VAN ACCESSIBLE'. C -0D 50. PROVIDE CLEAR AREA AS INDICATED FOR / f rFi L 7 �? 1 ' D.B. 320, PG. 408 16. DRIVE -THRU AREA -SEE 'DRIVE -THRU PLAN' AND 13 14 TRANSFORMER. PARCEL ID: 07800 - 00-00 -055A8 'DRIVE -THRU ISOMETRIC'. C -0.1 C -0.1 51. CROSSWALKS IN / ALONG PRIVATE ROADS- WIDTH ' if tf ZONING: PRD AS INDICATED SEE PAVEMENT MARKING DETAILS - CfiL OF EX.2Q' W iLRLINE ESYNT USE: MEDICAL OFFICE 17. REFUSE ENCLOSURE /STORAGE SHED, SEE D.B. 1076, PG. 24 \ 1 ARCHITECTURAL PLANS. SHEET C -5.1. � 1 y 52. VDOT STD. CG -12 CURB RAMP (TYPE A, A MODIFIED, 18. LIGHT POLE AND FIXTURE. B, B MODIFIED, C, OR C MODIFIED- SEE DETAILS), 18 5' 50 j 19. CONCRETE RAMP TO STORAGE SHED. MODIFICATIONS TO BE INCORPORATED AS 30.7 \ NECESSARYTO FACILITATE PROPOSED GRADES -SEE / ----------- . j a� ` 1 Zp'D�} EN�G 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. 2 2 GRADING AND DRAINAGE PLAN. t 59 ' ,ry~ ' �25a' P f) \ 25 53. PRE -SELL MENU BOARD - SEE SIGNAGE PLANS FOR �- 23< L =17. \ lfx0. , , p � 1f fig. 76(P� \ , 21. CONCRETE PAVING AT DRIVE THRU. C -0.2 (ALONG a /% I °p 7 DETAILS. /� ^ v� \ \ 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR \ , T h ' DETAILS. 54. PROPOSED BUILDING, SEE ARCHITECTURAL PLANS. + 23 55. ALUMINUM HANDRAIL, EE DETAIL. c`�' I A RAMP/ /SIDEWALK W/ HANDRAILS -SEE S C .2 - -- - - - - -- GRADING AND DRAINAGE PLAN, SEE DETAILS. 26 27 - -- -- - _ ... � . � 2.. ❑ 1 � � 0. ` � 56. NOTE NOT USED. O° 3 ❑ - - - - - 2fi �M I ! 24. MENU BOARDS AT ORDERING STATIONS (TOP OF 57. PROPOSED SITE UTILITY {WATER, SANITARY SEWER, �1 \ I 9 �L R� 1 }' V/ a i L - MENU BOARD 15 4' -10 ") - SEE SIGNAGE PLANS FOR \ L° Sp I - - _ \ GAS, TELECOMM, AND /OR ELECTRICITY) - SEE SITE 23 =25.79 �`Y+� . i. 5 4 55 '�� �� 1 °4 w a _ \` ' ` DETAILS. UTILITY PLAN. Ex �aR wiDT 55 65 ❑ 21 C �q EASE ` (AL NG €) ` 26 4. ': `` "' 14 ❑ �NrRV I� 1 L� � s�' � 15 ENTRY �- D B 3693 1 � 25. FREE - STANDING MAIN ID SIGN, SEE SIGNAGE PLANS r 58. NOTE NOT USED. EX; PROPERTY LINE TO \ FOR DETAILS. 62 ORivE fit ; I BE ABANDONED, 15' 59. PROPOSED SEGMENTED RETAINING WALL (TYPICAL \ \ Q r 31 TYP FF= 543.25 THRU 36 - VLMAIN A�EMENTTO 26. APPROXIMATE LOCATION OF CONTRACTION JOINT OF 2) -SEE RETAINING WALL PLANS. \ y Zs I M REMAIN. O OR DOWELED CONSTRUCTION JOINT -SEE 55 ' 54 `i ,/ APPLICABLE DETAIL. 60. STOP BAR AND STOP SIGN AT NEW PARKING LOT - T Q ENTRANCE TO ADJACENT MARTHA JEFFERSON EX CIL OF 20' `\ PLAYGROUND ® fi g 1 p 1 �� f ' _ - - _ 27. VDOT STD. CG -9A ENTRANCE GUTTER WITH FLARRED C -0.5 HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS WATENLlNF ESUNT Q e, p 12 try % _ - - OPENING AT EXISTING PUMP STATION ACCESS DRIVE D.A. 1076, PC. 24 \ 53 BUILDING A r r - SEE DETAIL. ON SHEET C -4.0. - ------------ � 41835 G S F 41 } l 1 1 28. LANES MERGE SIGN - SEE SIGNAGE PLANS FOR 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND 30 ` �\ 0,6 116 SEATS 22 36 i! til �' DETAILS. ROAD, AND / OR PANTOPS ROAD -SEE PLAN SHEETS m C -5.0 AND 95.1. iu I ' r 29. FLAG POLE -SEE SIGNAGE PLANS. 62. CANOPY AT ORDER POINTS AND AT PICK -UP 55 19 STACKS r��rER ` 18 M• �n ` WINDOW -SEE CANOPYPLANS /BUILDINGPLANS/ 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & uECH. 39 SERVICE P Q n H , 1 STRUCTURAL PLANS FOR DETAILS. �. 24 L -_ YARD ,,, . , : N ` _ GUTTER -SEE GRADING AND DRAINAGE PLAN. -�- -- rn �l 1' 31 63. REGULATORY AND /OR WARNING SIGNAGE TO BE T.B.M. \ i \ ti m (� PATIO SEATING SEE ARCHITECTURAL PLANS INSTALLED ALONG PANTOPS ROAD, LUXOR ROAD CHISELED "171" i 4 O O - ^�- 1i �+ 2fi 61 j 32. DIRECTIONAL SIGNS AT ENTRANCES -SEE SIGNAGE AND /OR - -5.0, TMP 78-55D ELEV.= 533.63 - 1 �° RICHMOND ROAD SEE PLAN SHEETS C PLAT SHOWING SUBDIVISION FOR NAVD 88 - PLANS FOR DETAILS. C-5.1 SEE C T.4 FOR TEMPORARY TRAFFIC CONTROLS. ❑ u' l TAX MAP 78 PARCEL 55A4 \ 2. � - C- TA _ DRIVE-THRU 64. PROPOSEDTRAFFIC5IGNALSANDA55OCIATED THE LUXOR, LLC PROPERTY AND 1, !. � � � n W � O �` � ` ` , � 33. 'TWO ORDER LANES' SIGN AT ENTRANCE ,�6 4 p p, 7/ - APPURTENANCES -SEE TRAFFIC SIGNALIZATION - SEE SIGNAGE PLANS FOR DETAILS. R/W DEDICATION FOR TMP 78F -1 -A l 1p. I 37 '� trt 68 1 !y ! ! PLANS {C -T.1 THRU C T.3). NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY \ b p j 1 6 �J 34. STOP SIGN. C -0p 65. #57 SMOOTH RIVER ROCK (OR APPROVED EQUAL) D.B. 3683, PG. 5715-572 (PLAT) 3 P1NlFJ �"'a °� 1 T.B.M. FX24' INGRESS g 1 \ \ Z 6 � A3 S x000 1 TOP OF CURB DB, .3120, PG, EGRESS EAS£ML7Ur 34 NOW OR FORMERLY $ 408 SET ON NON -WOVEN GEOTEXTILE FABRIC- INSTALL LUXOR OFFICE PARK LLC J r yr n Z 1 1 0.8 2593 35. DRIVE -THRU ORDER POINT ISLAND CURB. 94.2 r � � w i °_. -- ,n ELEV.= 533.53 PG 73 -T6 PLAT TO LIMITS INDICATED/ AS REQUIRED BETWEEN D.B. 3833, PG. 022 _ \ Q 55 $ 4 NAVD $$ /� /s fit. CONCRETE- FILLED�PIPE BOLLARD - USE'BOLLARD AT 20 SIDEWALK RAMP AND BUILDING FACADE. PARCEL ID: 07800- 00- 00 -055D0 f _ , 1 - I 2 $ - 69 , - - MfN1 11 PICK -UP WINDOW DETAIL. C 4.1 - ZONING: PDMC �P 66. CURB WIPE DOWN {f5.5) SEE GRADING AND USE: OFFICE BUILDING ` O A Sq'D \ \1 ,� m G / i -`` 28 25 _ B ` EX „30' FRONT B1 a& FX.20' A,C.S.A, g' 8 PG 2b - - 32 l 743 (PLAT) 37. DRIVE -THRU DIRECTIONAL GRAPHICS. C -02 DRAINAGE PLAN. SW1.2 EpsE1� cos \` , 57 36 $ /� i -"n } S8L - p' 189tJ. PG X38., ON -SITE PAVEMENT SECTION - SEE TYPICAL 67. APPROX. LIMITS OF ASPHALT OVERLAY- SEE �_ CIL OF EX. 10' VA. TELE fit - `' 50 6- P 3 D.B. 530, PG. 293 it T T rrr ' 57 E f51135, PGL 60 1k 66SE�AENT 68 - f ` ` - ` f ~ x PAVEMENT SECTICINS -THIS SHEET. GRADING AND AND DRAINAGE PLAN, SEE TYPICAL 1815 � & TGPN Co. ES,ifi( TC PAVEMENT SECTION - THIS SHEET. Ln y _ Qa` ' �' PIN�SJ N 41 °1531" W + uroT - - Y�DT- i�� L 1 68. VDOT STD. CG -3 (4" CURB) - SEE DETAIL. 0 R30• 1 r 1 NI J N 15 _ - SEE SHEET C. S FOR SHEET C-2. SECTIONS A-A, C -0.5 l ' x 15 CENTEL Esil9T 5 � °'� B -B, AND C -C. SEE SHEETC 2.1 FOR PLAN „ 132.86 - 69. VDOT STD. CG -7 (4 CURB &GUTTER) -SEE DETAIL. �•S C/L OF EX. 10' UA. ! D.B, 1132, . PG. 109 { � r� = - _ _ ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT l TRE. & rGPH CO. ESMT J, D.B. 1138 PC. 467 -469 ' .98' 0 1 y 16.53 D.B. 460, PG, 47 8.3 - u r�~ _ = { AT PROPOSED CHICK -FIL -A PARKING LOT 70. 6' CROSSWALK WITHIN VDOT R/W {AT LUXOR RD. / i 104.52' N.P.B. X� PG 104 `Op cA ' _ 1�ur l �` 1�`F/�on/T ~ ~ L RICHMOND RD. INTERSECTION) SEE PAVEMENT 2$.64' - urnr� £� _ PARr(!NG ENTRANCES. _ 1 ~ ~ n _ ~N 31-40'3211 W : urnr_ `' SEE SHEETS C -T.1 THRU C T 3 FOR TRAFFIC MARKING DETAILS - SHT. 95.1. 5.80 41 $.24' �-� uTn;_ 61 1 41 69 f �_ Ca 13Z. - SIGNAL DESIGN. } SIGNS ` - V 5Z TYP B - 64 � cn J 8$ 5 CONFORM TO THE MANUAL ON 3 � - J � ry `� ` ` MOD - �carv� UNIFORM TRAFFIC CONTROL DEVICES' LATEST Ln ` f� 4AR.NYIDTN CENTEL _ ALL MEASUREMENTS ARE TO FACE OF CURB M yN, (uWID pRE1ECL �� - J EDITION PUBLISHED BY THE U.S. DEPARTMENT OF - can o UNLESS OTHERWISE SPECIFIED. ,TRANSPORTATION. EASE l� - ' - - -- w yam` ~ ` OQ2 -1fJ5, Rol -2Q1; w ° - -; y r �� 0250_ r - H- - --,�- 43 r 20 10 0 20 _ 40 T �o Scale in Feet 1 inch - 20 ft. 30 30 - - - -- - �rFO s �rFO �* _ - -rF° NOTE: `\� 64 ~ ~ �rFO THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING 30 l 1 30 A 3 UNDERGROUND UTILITIES. CONTRACTORTO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO 9 41 RICHMOND ROAD - STATE ROUTE 250 30 68 30 l J MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. 30 8 (VARIABLE WIDTH PUBLIC R/W) ~- 48 , 70 1 1 BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. ------ (VDOT PROJECT: 0250 -002 -105, RW -201) 43 `tiff 3 61 (D.B. 1132, PG. 109; D.B. 1136, PG. 353) 70 48 (S.H.P.B. XI, PG. 1194 -- fi1 *" 61 ! l IN `; N mom- Q • 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 03.05.2015 H &D PLAN SHFFTS- Ol C -3.0, C -3.1, C -4.2, C-5.0, C -5.1, C T.2, C -T.4, L5 -1.0, AND PS -1.0. Mark Date By Q03.25.2015 H&D C -0 C -T.2, AND C -T.3. Mark Date By Ao 03.27.2015 H &D REVISED PLAN SHEET C-5.0 Mark Date By Q03.30.2015 H &D ERMARK Ell A CONSTRUCTION POSTED TO BUZZSAW ,,,,,NLTH of y' o A ES M. DUNN '� U Uc. No. 41830 � 03.30.2015 Ln 00 (� O O� M 00 ON v G_ Z N o Q) °5:� [7 LL Z w •- ]C • ad �2aLn r- a a �W m LL! �: ¢ ;� 2 000 wi qr h � Qj 4 > M L 2 cn 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 ; 03 05 15 Drawn By H &D Checked By: H &D Sheet C-290 " h SYMBOL v 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 r' en LIS a b BELOW TOP OF CAP - TYPICAL). SEE PLAN SHT5. MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A IP INLET PROTECTION en C -6.0 & C -6.1. n CULVERT INLET p'�p• N + 'L 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. PROTECTION 1547.20 PAVEMENT ELEVATION 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT 54 . SILT FENCE 4 FLOW -LINE ELEVATION (GRASS /JUTE CHANNEL) r c MG w /� ! xOR 1542.78 MG 5 &ti o G547.2 OA ® CD 543.60 m Ln HP NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 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 r' 553.00 Tw BELOW TOP OF CAP - TYPICAL). SEE PLAN SHT5. 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 CENTERLINE OF ROAD 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. PROTECTION 1547.20 PAVEMENT ELEVATION 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT F--SF SF SILT FENCE FL547.2 FLOW -LINE ELEVATION (GRASS /JUTE CHANNEL) STORMWATER MANAGEMENT FACILITIES, CONVERSION IS NOTTOTAKE PLACE UNTILTHE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. TP --TP- © SILT FENCE G547.2 GROUND ELEVATION ® CD ROCK CHECK DAM HP HIGH POINT MATCH EXISTING GRADE M - - - _ _ "! 553.257w. �'' `"' PS PERMANENT SEEDING MG .n. w g R _ PROPOSED RIDGE -LINE ,543.08 _ ' 85 + 5°�' � -�s�s - � 7.2 - - -- OTES: - - - -- - - -- j� - - 8 1. ALL AREAS NOT OTHERWISE SPECIFIED TO RECIEVE / 543.3 U5 G7 G -6 - STD. SECTION /CATCHING 544 CMG 'Y CL/MG ~ y CL CL'+ 544.06 543.97 _ - - VEGETATION, MULCH, SOD OR IMPERVIOUS SECTION D N CA \' `l 1543,99 CL/HP C 43.67 - g� GROUNDCOVER SHALL BE TOPSOILED AND 3.44 543.87 03 543'62- _ - k PERMANENTLY SEEDED. CG -6 - MODIFIED CATCHING SECTION E 544.16 "` 544 `�� _ 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR \/'� / •`` •' 0."a � ri m '- - � � - C � - ` - `�--�� - }' r � � (TRANSITION AREA} 543.74 543,66 a� -� 543:36 "' V Oi4 ! _ S DETAILS, NOTES, AND ADDITIONAL E&S MEASURES CG -6R - STD. SPILLING SECTION 543.36' NOT ILLUSTRATED. 543 86 0 0 - - A� . _ 34pp '`` �• iow.PT - __ r,� y - o s f I 1543.68 P543.64� _ __ -- -- - . f �o� 543:55 ENsjO B _ 552.83 � 1543.40 - - -- _ ' 1 5... 5 3.5 CL � � � � - h ;�J �_ 5 I CG -5 - MODIFIED SPILLING SECTION ._ - __^i a -_ - -- - '111• '�' 5 o � ^ ° fit - SIDEWALK (BEYOND) (TRANSITION AREA) MG ^r ;E " 544:10 5 r P 3Q - 544.20 - 547.20 6" CROSSWALK M _ � } _- _ - -- .. _ - - Ss p5 (BEYOND} (BEYOND) cn 5 - � 5 �- i i v 543.6 543.82 r o a 545.31 - Q P - 114" 1} __ Ln u, 543.26 543. nr, 551 /� � 7�� - � - - - - -- � INDICATES LEVEL CHANGE AT 1 PEDESTRIAN 4 � 43.32 Iq; _ ^' � a to 5�2s �,t, 543. � CL- -- -� •� - __ - ,:�58'� 547.24 �rr j } G - al �s� 60 _ -- _ w c v - -- - -- -- _� o ROUTE / PATIO INTERFACE OR {2 AT CURB 2 rt G5 9543.17 1:17 _ P5 2.98 p i ga �q ^ 5 .65 6549. r l y� �'y rr �547.24 ALONG ACCESSIBLE PEDESTRIAN TRAVEL WAY - 543.53 1, : Qi L �� r hey 1/4 2} BEVEL CONCRETE AS REQUIRED - SEE '1/2" 54 , 0 43.03 .a L; . ¢ ➢ - -- ¢s 547 gg + � Z" LE CHANG AIL LEVEL CHANGE DETAIL'- THIS SHT. a 543.40 1542.95 ° 543.37 �� h +- 1545 TD 1 LEVEL E DETAIL �% ✓ 43.20 - -�, co SSA r r� ` r. 54290 543,46 543.80 5 d C NOT TO SCALE 547.20 543.80 543. 544.69 h 543.30 544.69 _- 2�� rys, }„ ..• 1542.97 ho r8✓ / 542.7 `- �6 Q J { I 1 0.. - _ P54.z2 545.02 545.77 s� ° ad 12 5 STORM STRUCTURE SCHEDULE: 0 ti, 654 .5 544.69 7 •, S �; } 5 ❑ 543.1 6,fl - a VDOT MH -1 W/ T -DI -2 TOP UNIT C2 VDOT MHA W/ T -DIA TOP (DI -1 rc 5�.4 SF ! �- ,� 543.07 1542.50 5 CATCH �r �/� ` RIM 540.33 61 80 FRAME & GRATE) W /CA H 61 80 73 Fr38 ,/ 18 547.68 547.95 549.37 INV IN 536.75 (F1 -A1} BASIN INSERT BASKET. s /J 543.50 545.78 1545.7 l �Q� vi'� C -0. C -0. C -0.6 C -4.8 C -0.7 P542.47 INV OUT 535.80 (A1 -B1) RIM 540.75 543.70 ° 545.28 1546.5 547.35.91 . CL 1 5 INV IN 532.14 {C3 -C2} P542.55 n N�._ - i �1 90 R 546. ti 1 c ° °' '� k9��± ° hya t��y. A2 RIM 542.10 L -6 62 { ) g INV OUT 532.04 C2 -C1 © 5A° 154 ,92', o; i� c �y 5 i� / �:- 1542,45 1542.72 c o P545.30 546.56 ° sn 9.98 C G q� C 4.6 6' VDOTT -MH -2 (MODIFIED) A5 Ln S 1 q9 INV I N 536.70(115-A2)C3 } �a �L�n c 546.4p '�8 a INV OUT 536.00 {A2 -B4) OUTLET CONTROL STRUCTURE. c / 1542.40 4 .95 545.20 546.Ofi 46.00 54 32,i 70 $0 543.3 543.30 "' B 3 P545.70 54570 5'50 4P 893 �' `roi 549.4 qh�' - B1 VDOTJB- 1(MODIFIED) RIM 541.95 C4.7 C -0.8 / ] a �� , 542.80 A .. p° , 9 55D.33 � RIM 541.00 71 INV IN 533.30 (B1 -C3) 1 �1 11 / ry 2 1111111111111111 P54 1544.96 5 57 545.9 4%L COP 549:71MG c �$ INV IN 535.65 (A1 -B1) C -0.7 INV OUT 533.20 (C3 -C2) 4$ - - ( ) p1 VDOT 18" E5 -1 W/ VDOT EC -1 C-4.5 C56 539 pg / r X42 - - - - - - rL - 1545.42 54 32 154 2 ig� " URB 50.07 Eh' h INV IN 533.39 (B4 -B1) (1.5 SY, CLASS Al, DETAIL 1) _ - ;' 549. $ � �• INV IN 533.39 B2 -B1 � 55 56 i, 40 545 5 ,7 9S ySgH- INV OUT 533.34 (B1 -C3) INV OUT 518.05 T� `� `i' 1 S N „r, B6 549.37 g Tg .27 - -- B2 6'0 VDOT T -MH -2 D2 VDOT DI -3B, L=8' 75 }' � - 7 / 544'62 N 549 549.33 -2 T 2 9.94 RIM 541.87 /`O_ 0 RIM 524.25 64 ti / �' .20 / 544.12 544.70 06.18.2015 SDP2014 053' VISIO / a 9. 2% 49.7 549.89 64.6 a 3% INV IN 533.56 (B3 -B2} INV IN 518.72 {D3 -D2) 541 ]q / P544 00 544.20 544 58 0 .i 54 .55 50:1 - 549 85 INV OUT 533.56 (132 -131) INV OUT 518.68 (132-131) 5 12 v 1549.17 L v 49. _ t PEDESTRIAN ROUTE ��� °� ��? 540.58 P541.32 / 3 \ hk� EE] TO VDOT T -MH -2 D3 VDOT DI -3A (W/ TYPE A NOSE) 64 -r� / RIM 545.18 80 RIM 524.12 .- 541.90 542.1 ; i 4.50 4 Q 549.0 1% �qr� INV OUT 533.92 (B3 -B2} C -0.8 INV IN 519.00 (D4 -D3) TO CONNECT S I D E INA L I `� � ����� y�9 b�9 F RIM 541.40 541.60 " LI 5 .00 S 12 5� INV OUT 518.96 (D3 -D2) , S , I L_ B4 6' � VDOTT -MH -2 W /T -DI -1 1.10 = r B uti P547.83 549.16 TOP (DI -1 FRAME & GRATE) W/ 1 1 73N VDOT DI -3C, L=8' ALONG N . PA N TQ P S DRIVES o t 540.33 ILL ` CATCH BASIN INSERT BASKET -0 7 RIM 524.00 �, :; t 543.68 2 ngy 945 RIM 541.85 INV IN 520.80 {DSI ry „� r; r; Ln Ln I2 54816 50� �g� _.y 540 a gq 19 ` Q .+ 1`0 543. _ 40 54 / INV IN 535.67 (A2 -B4) INV OUT 519.27 (p4 -D3) ,n ni 547.6fi � 50 �r TO PROPOSED PAT I Q . ��5�y MG 536• y, `r •+` 539. 540.52 h y` 43 P543.10 1547:02 1548.1 ,n5 INV IN 533.69 (B5 -B4) 535.80 s ` ' �'' � C, INV OUT 533.69 (B4 B1) D5 VDOT 18 ES -1 W/ VDOT EC-1 55 56 1515.79 `��'� 1 540.02 154 25 `/ ' rL � 54 , �2+4g, o ��� - C -0.5 C -0.5 4 (1.5 SY, CLASS Al, DETAIL 1) �� 1535.65 'w `r �$. 1540.25 j _ ! r% / •n •n 46.85 - - - °�� � r r� � B5 6' 0 VDOT T -MH -2 MG s PrN s IP ` •� 541. 543.50 42.60 n, RIM 543.68 80 INV IN 521.20 541.25 ° r„ S 12 e % .r, u, /` ( ) D6 EX. IS FLARREDENDSEC77ON 535. p 540.70 ,20' _ 541.85 B4 543 / � N �0 z P545.53 INV IN 533.82 B6 -B5 C -0.8 J' u' °V N N' a INV OUT 533.82 (B5 -B4} � s � •o ~� 1541.75 - ! ,4 8'; �r INV OUT 522.75 N a0 . •y 9`ry 1 "+u, � � � � 44'1 � N N / RIM t � � .--� � � N � 1545.51 r� 51 11 �� 35.45 s 1 r - `~ i 5 .76 D7 VDOT DI -3E L=$' W/ UTILITY SPACE 538.18 B1 / 5 VDOT T -MH -2 9 N �P542 A : �� a IP' Ii i� ! 4s BL 45 P _. l f �P RIM 545.30 80 RIM 531.00 63 _ _ h 4 C -0.8 539, 7 - � � .36 RC � / INV OUT 533.90 (B6 -B5) � INV OUT 525 99 (EX 18" RCP) C -0.6 GRADING AND DRAINAGE O CALL -OUT NOTES 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. PROPOSED OVERSIZED HDPE STORM SEWER PIPING NETWORK AS STORMWATER MANAGEMENT FACILITY (SYSTEM B). 3. STEEP SLOPE AREAS. STABILIZE STEEP SLOPE AREAS WITH LOW MAINTENANCE GROUNDCOVER IN ACCORDANCE TO ALBERMARLE COUNTY CODE -SEE LANDSCAPE PLAN. 72 4. STORM SEWER CLEANOUT- SEE DETAIL. NIIIC,4J 5. PROPOSED RETAINING WALL (TYP. OF 2) - SEE RETAINING WALL PLANS (C -6.0 AND C -6.1). 6. SAWCUT / REMOVE EXISTING PAVEMENT PER VDOT STD. MP -2. 65 C -4.fi 7. PROPOSED BUILDING, PARKING LOT, CONCRETE DRIVE -THRU ACCESS LANE, RETAINING WALLAT DRIVE -THRU ACCESS LANE, AND SIDEWALKS SHALL BE SUPPORTED BY FILL MATERIAL PRIMARILY IN EXCESS OF 2'. SEE FILL MATERIAL NOTE (SHEET C -5.2), GEOTECHNICAL ENGINEERING REPORT (BY OTHERS), AND RETAINING WALL PLANS FOR FILL MATERIAL REQUIREMENTS. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. QUALITY CONTROL INSPECTOR ASSIGNED BY OWNER SHALL BE ON SITE DURING PLACEMENT OF FILL MATERIAL. 8. PROPOSED PERMANENT GRADING AND MAINTENANCE EASEMENT TO BE RECORDED - SEE LAYOUT PLAN. 9. SIDEWALK RAMP W1 HANDRAIL - SEE DETAIL, SEE GRADING LEGEND (THIS SHEET). 10. PROPOSED LUXOR ROAD EXTENSION (PRIVATE ROAD) - SEE PLAN SHEETS C -5.0 AND C -5.1 FOR PROFILE AND PAVEMENT MARKING INFORMATION. SEE PLAN SHEETS C T,ITHRU C-T.3 FOR SIGNALIZATION REQUIRMENTS AT INTERSECTION WITH RICHMOND ROAD, SEE SHEET C-T.4 FOR TEMPORARY TRAFFIC CONTROL PLAN / DETAILS. 11. APPROX. LIMITS OF DISTURBANCE. 12. REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS WELL AS THE FILL BETWEEN STATIONS 13+27.37 AND 13+46.19 IS ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD EXTENSION PLAN AND PROFILES (SHT5. C -5.0 & C -5.1) FOR ADDITIONAL INFORMATION AND ROAD SECTIONS AT STATIONS 12+20,12+40, 12 +70, AND 13+40 6537. v+ ej a . ! 542 $5 r P .'542.83 2 - ' IZ +26. : a ,� 11 �, 4g 541.52 542.15 a 524 35 ` "�, 1542.20 "' A2 �' / C1 VDOT 18" ES -1 W/ VDOT EC -1 55 56 F1 12X6 FILTERRA UNIT W 2 SMALL 534.71 s� P54 % r° 542.33 ' 544 (40 SY, CLASS Al, DETAIL 1) C -0.5 C -0.5 / 541.5 1542• r.i ., N N, / Sq3 TREES (SEE LANDSCAPE PLAN) "'S 541.6 n o ! 542.74 r w f/ 543.00TC l 1 542.67 Ft� INV 531.80 RIM 540.75 CC -0.6 h �p f e+i . + m .44 .� r.i 542.72 F �, / 542,75Tw INV OUT 537.25 (F1 -A3) • � � _ "? v ' 542.24 � � I2 1.s �� 534.20 Jn m .ami rn n a v �.i ry '__' v a 543.01 542.5 ' y 42.48 m m iT - (/ . 5 5 5ro NOTE: A 534.7 � - � � - _ � � . s� s� uvi v v m v 43 542.5 1542. 542.22 u, 00 b. 539. 4 v 1.4 N .� a .n v v .n �n 542.$3 N R -- '^ "^ 542.51 542 33 N "' N 54.3 qQ•�9 n 1. RIM ELEVATIONS ILLUSTRATED FOR CURB INLETS IS THE ELEVATION AT TOP OF CURB ATTHE INLET. �p� 4.28 SF 3 6539 ; ? 1 rn r++ - - -- -- - - - - - -- - w'I ii' ! 42.23 `gyp `��j9�� ��4q 2. BEDDING AROUND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE TO VDOT DSB-1. 5Z 5 .D2 1� 1542 54 .76 I D 3. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. I5-1 (UNLESS SPECIFICALLY NOTED OTHERWISE). @V5 542.49 2• - - - - - - - _: j; Q / 53974 5 7 542.44 - 4 1 } 1534.15 -6540 - 0 rg 543.1 1 "' 4. PROVIDE INLET PROTECTION AT ALL INLETS - SEE EROSION AND SEDIMENT CONTROL PLANS FOR DETAILS. w ,� ,•: _- - ,- - 543.11 .� .,, N ? $ -- _ -• � -- 542.54. ° Qw o ^o s v 543. 8; MG \ 541 v 543` 2 I 543.17 ��+ N r+ m '" "' v'' I '" 5. STEPS SHALL BE PROVIDED PER VDOT STD. ST -1 IN ALL STRUCTURES WITH HEIGHTS (H) GREATER THAN OR 54 s x,,, 542.75 u�, `�' 543.25 543.t& o, ZSyg C -0.5 _ ri r m �a EQUAL TO 4'. n o 543.25 543.23 543.25 a rn 53.9 539.56 543.23 •� 543.22 - - -i �, ,n CBL 39 � - � 6. NOSE OF ALL CURB STRUCTURES SHALL BE TYPE B (UNLESS SPECIFIED OTHERWISE). 25 5 STE 42. ,,, N l ! - - - � +`33.80 543. Tc 5418 � �_ 543.17 � R3 y �, � 534.10 �T 3.30 a :, w \ . 2 HP .. 543.00 r 542;3 FF= 543.25 4 R4 r- STORM SEWER PIPE SCHEDULE. r Y E"STdl,' S h i- �S Y; . '' - MG Pru -s �s� . -P"&"' 5 6�g ,.. .. - ' • 11 536.57 536.45 a 6 - - - 53?�! E�' tc `y1� F1 TO Al 26' - 6" PVC (SDR 35) @ 1% (MIN) C2 TO C1 27'- 18" CL IV RCP @ 0.88% 1 MG5� 5 537. �J ®' r, r T% 1� - - -- _ -� `'� INV UP 537.30; INV DN 537.00 INV UP 532.04; INV DN 531.80 y3 - -- _ "o c� o 11 50 bX _ s�� 4� 3 35- RCP @ 0.43% 10'- 18" RCP @ 4.00% 2,65 HP \,'� Al TO B1 D5 TO D4 �� m J "�. m. r�u Q z m 53 0 INV UP 535.80; INV DN 535.65 INV UP 521.20; INV DN 520.80 5 c,3 5 35.0 7 - ^ m! �ti 3 IP 1 3 542.15 ,Ln . `° u, P575.17% = 11+46.12 4` ��� A2 TO B4 30 -18 RCP @ 0.90% 0 m ns 6542,5 - y -- ' e 33' -18" RCP @ 1.00% r " �5 0 L. rn T - - F ,,, m N ui ! 1 D4 TO D3 � K, 54 t 6542.4 �{ 7 }J i .., 549;00 - 3 ag 1� c INV UP 536.00; INV DN 535.67 INV UP 519.27; INV DN 519.00 EX.STM.MH m m ` 1 534.95 oo .n L, \� 1.r 543.25 543.25 r+i r.i RIM- 365 �o. N sT 7a STEP v R2 !4 - -- -- INV =s .3y n; M 542.65 543.18 '^ "' 53 1.11 } - - 142'- 48" RCP @ 0.25% " 533.fi2 � � hr' "� S� 1 10 TO B2 TO D2 24'- 18 RCP @ 1.00% 542 64 _ _ _ P 2� m INV UP 533.92' INV DN 533.56 7g "STEP j 65425 542.04 - - 33.fi INV UP 518.96; INV DN 518.72 54 :$ MG �' 6542.2 - 13 "' ��'�ti� 60' - 18" RCP @ 1.05% O ,\ 6542.2 6542.5 53.2 2,5% �h g35 B2 TO B1 71' - 48" RCP @ 0.25% PS s� ,_, - - -- ry 533.33 INV UP 533.56; INV DN 533.39 D2 TO D1 \ ;;K-7 INV UP 518.68; INV DN 518.05 B SELEJ] �� 1, h - - 543.08 42:25 ^ 35.0 m L 1532.92 532.7 1 s'� 9 �� 6,��' `��6� 86 TD B5 31' - 48" RCP @ 0.25% r rr ��. fit. INV UP 533.90; INV DN 533.82 R1 TO R2 18'- 8 PV @ .04 (MIN) NA 788'' -. . .� `L •� 1.$$ 1, ,. .., raj � 52' - 48" RCP @ 0.25% r rr C 1 % 42 1 �� ,� �� - B5 TO B4 41 - 8 PVC @ 1.04% (MIN) 2 1: / / R2 TO R4 \ �6 1 INV UP 533.82• INV DN 533.69 5 1.22 � i 2.30. .. I 5�1 5� �,.y:�a;��g , 55- � - °i• ' `vzc t� 123' - 48" RCP @ 0.25% 20' - 8" PVC @ 1.04% (MIN) r 1 '1.3 54.80 35.0 5 .6 Z9b rn rn s - 6°bCBC N % �,`� B4 TO B1 R3 TO R4 1 "n � �' � � INV UP 533.69• INV DN 533.39 5 1.00 a � , PIN 1 5 1.54 I1 '1 yL T B ICI' fl© IM N 4 121' -18" RCP @ 0.88% EE] TO R5 35' - 8" PVC @ 1.04% (MIN) TOP OF CURB C3 TO C2 m,, �c 529.94 ELE�f.- 533.53 INV UP 533.20; INV DN 532.14 '^ 529.61 529.$2 529.�ch ti = _ 5' - 8" PVC @ 1.04% (MIN) NAVD 88 R4 TO A2 od. N m , g ,5 ' � NOTE• SPECIFIED LENGTHS OF PROPOSED RCP STORM DRAIN INDICATE HORIZONTAL DISTANCE FROM CENTER OF r4 ~ sN� STRUCTURE TO CENTER OF STRUCTURE ROUNDED TO THE NEAREST WHOLE NUMBER. PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12'% PVC STORM DRAIN PIPE } TC 'F WITH A 6" OR SMALLER DIAMETER SHALL BE SCHEDULE 80 UNLESS SPECIFICALLY NOTED OTHERWISE. HDPE %� J8¢ TC TS t PS 527.63y5�fi� PIPE SHALL BE ADS N -12 DUAL WALL PIPE WITH WATERTIGHT JOINTS. - -- - -- S 530. 0 - _ PAN J _ ,,, -Ur . � � i��. � &ti��� ti�•y� -- - - - - - ,r. 530; -k- cN�i v, JUTE r _ N g ry F F F F �S til - 9 - - - - - \� �\ 5i© JUTE /. , -+ 530 � ,� _F, _' ' Tom, _ 1 urdr `� 2 (MAX) e 52$.90 oy I - g -- - y/ r , , � 1 . NEW RIM ° 110LF @ 10.70% 529.92 - `5 vr4r_ - - - q 523.96._ W/ VD Ip, D7 530.00 527 OT EC 1 JUTE MESH DITCH D1 -EX.DI N.T.S. �� 30.08 5� ra" LcPx.�E + - <° - 531.70 a 530.16 MG - 6 4.45- 5 " rn_ n ti- - -5" �- - - 821 -• 531.61 OD1 - -' F;;,. a° RC . - 1. �, !'y l � 5� - MG �_y "__53 • 4 �'' . , � - 528.25 528.40 527.53 r3 ��, 52 . ` MG - � 6`7 MG 525.45 ti,�y. ` 1523.44 �` 5 '^� _ •� ° 1 � �TFa : � � - 531.5 1.00 0.0 -s - F- 5 �c�5 524.59 _ - -TFO - - FL517.4 _ - _- �s c' - F RIM - M.12 - O sF - P526.807) 522.78 1530.67 529.30 MG MG P5 .74 -- 1.78 521.45 ti - _ ry s „. - -- - P531.71� 1530.67 RICHMOND ROAD - STATE ROUTE 250 MG ' -- - ��F� -�°s� 5ti - " =_ ` - -- MG / MG 10 tc`�5`9, �_ �- C9l/hQf� 521.9 521.0 1 iGy�, ,. ,' j / - JUTE 6 JUTE r ,`�a � � �'�� 5 .� ��� ���• �`,� 4 (MAX) fURE INLET 1 32LF @ 14.1% /4 ticL d - W/ VDOT EC-1 JUTE MESH. 20 10 0 20 40 ti DITCH D6 -D5 N.T.S. " Scale in Feet 1 inch= 20 ft. 4, 0 1 • 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 03.05.2015 H &D Ol C -3.0, C -3.1, C -4.2, C-5.0, C -5.1, C T.2, C -T.4, L5-1.Q AND PS -1.0. Mark Date By C -0 Q 03.25.2015 H&D REVISED PLAN SHEET C-T.I. C -T.2, AND C -T.3. Mark Date By 03.27.2015 H &D C -0 Mark Date By Q03.30.2015 H &D CONSTRUCTION POSTED TO BUZZSAW of o A ES M. DUNN U � Lic. No. 41830 � 03.30.2015 S'�QNAL �G Ln QJ �m Go C: � I'0 O rn rN M 00 QN 0 QJ ZNxx O > Q 'U LL = Q u9 VV Ln w C aam w 3�� ED 2 000 Wj wvqr O0 n ; p 4 M L 2 LA 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 2713 Job No. : 22100 Store :03187 Date ; 03 05 15 Drawn By : H &D Checked By: H &D Sheet C-390 EXTEND BASE 6" BEYOND FOR �} APPLICATI ❑NS WITHOUT CURB 4000 PSI "0" & GUTTER, SIDEWALKS, COMPRESSIVE BUILDINGS OR OTHER STRENGTH CONCRETE 4000 PSI COMPRESSIVE 0 STRUCTURES STRENGTH CONCRETE 4000 PSI COMPRESSIVE STRENGTH L5" THICK ASPHALTIC 4" WIDE SAWED OR PREM❑LDED JOINT, 12' CONCRETE CONCRETE SURFACE MAX SPACING, SEAL JOINTS WITH DOWELED CONSTRUCTION MIX PER SPECIFICATI ❑N. COURSE P 5" THICK ASPHALTIC POLYURETHANE SEALANT TO WITHIN '-" FROM SEE PLAN E ❑R JOINT a 6 'x6 'x6 GAUGE WELDED WIRE C ❑NCRETE BINDER TOP SLAB THICKNESS FABRIC SEATED AND SECURED ON COURSE A `„ STANDS ,fr a d- •a 'd a.. � ¢ d d d ., O•' d� d d d' d d -O 4 J— �d d d d da d d T— t 7¢ d X « d a � 3• X ._3 t �a- E d III III —III III —III IIIIIIIIIIIIIIIIIII I III III III III III —III III III III III -1111 III III III III —III 11 11: 11 I�I 11 IIIIIIII lIIII 111 —III III'I IIII —III IIIIIIIi 1111'111 1IIIIIIII • I I 1-1 I 1-1 I 1-1 I I III III III�III —� J k.l -I III —III III III III III III III— —III= III —III SUBBASE SEE PLAN FOR SLAB SUBBASE IF PRESENT ON -SITE, UNSUITABLE THICKNESS SEE NOTE SEE NOTE 41 SUBBASE SUBGRADE MATERIAL SHALL BE REPLACED #1 III III —III III— III 5200 Buffington Rd. SEE NOTE #1 ,: ,'r WITH SUITABLE MATERIAL AS SPECIFIED IN 4" GRADE A36 STEEL DOWEL Atlanta Georgia, THE F - TECHNICAL REPORT l4" LENGTH, 12" O,E 4" AGGREGATE BASE g 6" THICK AGGREGATE SPACING, GREASE OR 'SLEEVE COURSE SUBBASE 30349 -2998 BASE COURSE ❑NE END SEE NOTE #1 SEE NOTE #1 f ) TRANSVERSE AND LONGITUDINAL- TRANSVERSE AND LONGITUDINAL Revisions: 2 CONCRETE PAVING DRIVE THRU LANE Mark Date By 2, TYPICAL PAVEMENT SE Ti r t 22 DOWELED CONSTRUCTION JOB NT NOT To SCALE 03. 05.2015 H &D NOT TO SCALE / ,` -4.2 NOT TO SCALE -4.2 NOT TO SCALE NOTE, NOTE; v 1 % ❑TEI NOTE I 1. GENERAL CONTRACTOR SHALL REFERENCE - 1 GENERAL CONTRACT ❑R SHALL REFERENCE SITE f;, f \� 1 GENERAL CONTRACTOR SHALL REFERENCE 1. GENERAL CONTRACT ❑R SHALL REFERENCE GE ❑TECHNICAL REPORT FOR PAVEMENT SECTION C- 3.0,C-3.1,C- 4.2,G5.0,C -5.1, SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, ti` GE ❑TECHNICAL REPORT F ❑R PAVEMENT SECTION GE ❑TECHNICAL REPORT F ❑R PAVEMENT SECTI ❑N REQUIREMENTS, CT.2,C- T.4,LS- 1.0, AND PS -1.0. AGGREGATE, AND SUBGRADE SECTION " REQUIREMENTS REQUIREMENTS REQUIREMENTS. Mark Date By ,2, >Q15 SDP2014 -053 PLAN REVISION C 03.25.2015 H&D =D PLAN SHEET C PE� ,N:R,OUTE TO CONNECT SIDEWALK ALONG N. PANTOPS DRIVE TO PROPOSED PATIO. MAX RISE /RUN E ❑R ACCESSIBLE RAMPS C-T.2, AND C-T.3. - _ MAXIMUM PAINT ri SLOPE MAXIMUM RISE HORIZONTAL HANDRAIL DARK _ Mark Date B TOP RAILS PROJECTION l 11' x 1i" CH NNEL -� BRONZE 112 TO < 115 30 INCHES 30 FEET 03,27,2015 H &D ,062' TOP W LL �_ ` 30' -0" MAX RUN BEFORE A 5' -0" LONG 1,16 TO < 1;20 30 INCHES 40 FEET PAINT 'SOLID PAINT SOLID A .078' SIDEW L INTERMEDIATE LANDING IS REQUIRED HANDRAIL ED PLAN SHEET C-5.0 RAMPS SECTION 4.8.1- 4.8.3 0,� 4}' 68 / 36" CLEAR MIN Mark Date By • "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1,5 1,5 1• 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8 r , f`r l'` "B" "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." 03,30,2015 H &D 50" MIN LANDING "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36 "." WITY AF _II SEE MAXIMUM RISE /RUN CHART FOR ACCEPTABLE SLOPES. CONSTRUCTION' POSTED TO 60" MINIMUM LANDING I � _ -- LANDINGS SECTION 4.8.4 in in HANDRAIL + LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH x .050 PICKET � " 4" 't RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS 0J HORIZONTAL PROJECTION' (RU RAMP MIN. 36 ". N) a 0j N + IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60 "x60" Gl BOTTOM RAILS 1"0 T❑ z R "IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT Q A ES M. DUNK 1t, x 1j' CHANNEL r 12" p OR THE DOORWAY SHALL COMPLY WITH 4.13.6" ,062' TOP WALL / I' d MUI.IT-I AN� 5PUf Mullf-Lmr Mrl?fZ ,078' SIDEWALL HANDRAILS SECTION 4.8.5 AND 4.26 LiC. Na. 41830 03.30.2015 ' R GREATER D THAN 6' O A HORIZONTAL PROJECTION GR ATERTHANN 72'THEN IT D R I V L —THRU D I R E C TI C N A L GRAPHCS 43' ✓� '! d�SCs GRADE i SET PIPE IN CONC. i z T SHALL HAVE HANDRAILS ON BOTH SIDES" C -4,� ONAL I 14` •' `'• d'` ` `I RAMPS AND HANDRAILS TO BE IN COMPLIANCE TAIL 4Au FOOTING OR IN d a a + HANDRAILWILLBECONSTRUCTEDOFWELDEDSTEELPIPE -GRIND NOT TO SCALE �. it CY�NCRETE ! a• . I WITH SECTION 4,8 ❑F THE 'AMERICANS WITH C❑NTINU ❑US CURB �' NOTES; SMOOTH AND PAINT TO MATCH DARK BRONZE. I I • SIDEWALK . a DISABILITIES ACT' (SEE PLAN) I. GENERAL CONTRACTOR SHALL REFER -- • ' + r ` �� J. T11 CHICK PARKING LOT 5 L 1 CR ❑SS SL ❑PE SECTION4.$.6,4.3.7 STRIPING SPECIFICATI ❑NS, SEE C RE SIDEWALK AND ✓ + THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN DETAIL _ G OUT EACH POST ! ` 2. CONTRACT ❑R SHALL USE WHITE 00 Go / �� 8 "x8" SQUARE 1:50. REFLECTIVE PAINT ❑N ASPHALT & I� ALUMINUM HANDRAIL Z7 T P A A D A R A AND HANDRAIL //f + NOWHERE SHALLTHE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED YELLOW REFLECTIVE PAINT ON ~ n3 0 OR 8" CONTINUOUS ri C -C C -4,� 1:50. C ❑NCRETE NOT TO SCALE NOT TO SCALE f / / FIG. (SEE PLAN) I� mn \` ,r N �1 USE ONLY COMMERCIAL GRADE ALUMINUM FENCING NOTE: uSE ONLY c❑MMERCIAL GRADE ALUMINUM FENCING f- DETAIL "B" zO¢~ WITH DARK BRONZE POWDER COAT FINISH WITH DARK BRONZE POWDER C ❑AT FINISH /'t �— W � • MENU BOARD W a LO MICROPHONE LU V) 3' CLEAR PERIMETER, FREE W W n ED 3z 00 FROM REBAR, WIRE SCREEN, V) a v n f ✓`� I REINFORCING BARS, ELECTRIC i7 w n { CABLE OR METAL OBJECTS. SPEAKER , >. c j ° ± C] 1 r ' m STEEL POST CAP i 4� X, ` 7 . • \ NOTE_ 6 "° STEEL PIPE - (SCHEDULE 8U) FILLED BOLLARD HEIGHT SHALL BE in CONCRETE 5' -0" AT DRIVE -THRU 8 —0 - 0 12 - 18" '- u WINDOW AND DUMPSTER ENCLOSURE PAINT BOLLARD WITH RED " P- 3' LOOP Q _ EXTERIOR ENAMEL PAINT AT 1+ 1.5x5FEET O� DRIVE THRU. PAINT BOLLARD e WITH BRONZE COLOR AT ALL ° -L - - - -- 5 OTHER LOCATIONS. i� �� 5 STORE x O ff, ® X3187 ANCHOR STEEL PIPE IN N O� O`�G 9' _ 9 5' —_ FSU SOfi CONCRETE FOOTING, 2' x 2' x EXPANSION JOINT ��� // / Pantops Drive Q Albemarle Co. 151.ANpGUPLAN ,/ a�� Virginia ASPHALT PAVEMENT Q � Q 'v' APPLICATIONS CONCRETE PAVEMENT/ SLAB ` APPUCaTIaNS,J COUNTY APP. NO.: PLAN VIEW w, SDP201400018 I I— III III — III —III ,' -I I I „ 11 1 11 1 11 1 , ISOMETRIC VIEW CHICK -FIL -A 1111 111 III —Iii l i- —III III —III N J 0 STANDARD 71 M �I L� III a —III III -� PARTS LIST DETAILS — d d III — III —I DRIVE THRU LANE 2" CLEAR BETWEEN CONCRETE PAVING LOOP AND SURFACE PREFAB (FOLDED) LOOP (1.5'x s') �� CONDUIT FRO DWG EDITION 9,1 III III III III III III III III— " BUILDING O 112 PVC COUPLING III III III —III III III— III —III II II ISSUE DATE: 8-2013 II— III —III —III —III III_ II 3 112" PVC SLEEVE COUPLING 112" PVC TUBING (3' LENGTH) 5� 112" PVC CORNER FITTING Job No. : 22100 DRIVE THRU ORDER POINT BOLLARD 1 /2' PVC 9D ®ELBOW - Store ; 03187 C -4.2 VEHICLE LOOP LOOP �7 112" PVC TUBING (2'LENGTH):"""- Dote �3 OS 15 NOT TO SCALE 15LANP C" �MVMON DETECTOR SUPPORT MENU BOARD FOUNDATION �-`• Drawn By H &D 34 - VRIVE THRU ORDER POINT ISLAND CURB K-4.2 NOT TO SCALE SECTION VIEW Checked By: H &D `V;/ 3 MENU BOARD LOOP DETECTION SYSTEM Sheet C -� NOT TO SCALE NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHIVLE DETECTION LOOP MANFUACTURED BY MH ELECTRONICS, INC. C-492 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLAION. LANDSCAPE CALCULATIONS NOW OR FORMERLY } NORTH PANTOPS TOWNHOUSES, LLC 1 PARKING LOT TREE REOUIREME�f`TS TREE CANOPY COVERAGE REQUIREMENTS: Q 1 TREE PER 10 SPACES TOTAL LOT AREA: 80,053 SF D.B. 3683, PG. 560 a9 NUMBER OF SPACES: 64 LOT AREA OUTSIDE OF PROPOSED AND EXISTING EASEMENTS: 62,621 D.B. 2997, PG. PG- 643-651(PLAT) 77 NUMBER OF TREES REQUIRED' 7 CANOPY REWIRED: 6 262 SF 10X LANDSCAPE DESIGN BY: 7a 03)30)15 1 D.B. 3683, PG. 570- 572(PLAT) NOW OR FORMERLY NUMBER OF TREES PROVIDED: 10 CANOPY PROVIDED: 9,230 SF (15 %) KATHRYN M. MOORE. VLNA 1987 DATE PARCEL ID: 478F"1- 00 -000A0 A WESTMINISTER- CANTERBURY OF THE BLUE RIDGE (CANOPY AREA PROVIDED DOES NOT INCLUDE TRIES PLANTED ADJACENT TO USE: OPEN SPACE D.B. 1542, PG. 503 PARKING LOT LANDS2EE COVERAGE REQUIREMENTS PROPOSED INGRESS /EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY ZONED: R -6 g D.B. 1594, PG. 87 (PLAT) PARKING LOT AND ACCESS AISLES: 22,900 SF BOUNDARY LINES NOR ANY EXISTING TREK) PARCEL ID : 07804-00-40 -055A6 COVERAGE REQUIRED. 1,145 5F 5X} 17s+ "9 ZONED: PRD COVERAGE PROVIDED: 1.482 SF 6.5%) 1J.9 .r �'Pwkr, (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT County of Albenmi °'� AND DOES NOT INCLUDE TURF AREAS WITHIN PARKING LOT OR Conservation flan Checklist - To be placed on Landscape Plans 54? PERIMETER PLANTINGS AND STREET TREES) (Handbook, pp 111 -284-111-297 for complete specifications) 1 ASS 'rF' VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE `' ' •' •'•'. °'•'. '•'' % 1 The fvllawlnrs Items sltall be shown on the titan: ENTRANCE CORRIDOR SHALL BE ELIMINATED. ❑ `frujs to be 1401? [3 ul cicarittg Icutsidc driplirrc of trees Lo br xaved I. ti r` w NSW /1 [3 Location and t3}ae of protective fencing; _ 1 ❑ Grade changes regti"ig lice wells or wills (SEE PLAN SHEETS C -3.0 AND C -3.2) ( LIMIT OF CLEAR ,, N/A F3 t . y ti @t - a .ti limits f tom' SIGHT AS8/1 2. ?Ilarldn¢s: SH D AREAS SHALL REMAIN FR •., • SIGHT OBSTRUCTIONS, ❑ _U] trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a C'ounty Inspector LMPI/ 19 y � •,,, W NSW/1 `t-.-' - - -_�-�' its PrYRirING' S6C 3_ Pre- ( :anstruction ('Unf'erence: I LIMIT OF CLEAR r -- ~ - - - - -- - - . - - _ - _ ❑ Tree preservation and protection measwes shall be reviewed with the contractor on site_ WATERLINE EA.SMNr — ��SIGHT - SB/ D.8 1076, PC. 24 , � � � � ' � � � �� 4 ❑ et t elucular hufficartd stn ag of constructinn materials iucludi g nil -hall not b permitted within the d p roes ortrees t f t .~.. � . to be saved. ,, '�. N:poiummnt Operation and Stara>ae; �' Heavy egitipm t v r e n s G e e ti I" PLAT SHOWINGSUBDiVISION FOR Q ICST/ ; / : :.•;• . • '.. '. �' +� -� TALC MAP 78 PARCEL 55A4 tv !- ?`Z }° r _ : _ :: VLG /1 ,. - W LIMIT OF CLEAR S. Soil Erosion and Stermwater Detention Devices: THE LUXO LLC PROPERTY AND �! � f " � ,�' - :_. '.. "....::::::: ... SIGHT .> Such devices. shall net adversely affect ttees to tae saved. p r Q f DEDICATION O 78F-1- +�b +V• U SHADED AREAS SHALL REMAIN FREE , RJW ICATI N F R TMP A � � � _ _ SIGHT OBSTRUCTIONS. _ NORTH PANTOPS TOWNHOUSES, LLC- PROP RTY C ASB 1 LMPIj25 00.0 ' - - -- - - _ - 50' R 6. Fires: D.B. 3683, PG- 570 -572 (PLAT) %r r / _ * '. : : :.' �' ASB/ 1 - - - _ ......... ❑ Fires are not pemtitted within 100 feet of the dripline of tree- to be saved. NOW OR FORMERLY it OHG /1 > N5W + f - LUXOR LLC �+ �1 f AXGKj + ASB /1 .. 1 �� - 1 +� 1 1 1 D.B. 3887, PG. 302 7. Toxic Materials: PARCEL ID: 07800- 00- 00 -055A %� J f %' r° : 1 OpG, ❑ C�aacic materials shall rtot lac storert within 1 {7 {7 feet of the rlripline of trc to 6e+ saved_ ZONED: PDMC f f f yi7 1 3 a HDLj6 �`1+�► — -- . USE: VACANT COMMERCIA r i T ?.:'.' ICSf /2 1 +J DMj jrj X. Protective ot€etisc M'erscinia: f �.. \ r l f�� - - -- --- - -- -- -- - - - - - -- -- - 21 l ❑ -frees In be retainedwithin 40 reef ofa proposed building or grading activity shill be prntected by fencing_ G5 Q �. 74' h4Q4EE y �g E ❑ Fencing shall be in place and shall be inspc�tcd and approved by a Cvturty Iris Lector prior to grading Or construction. '1 I tASEMENT aB.15o3 POT,7- Te(,�Af) 9. Tree Wells: (}HG/1 v - ` �- ' �� 1 } p R ❑ When the ground level must be raised within the dripline of a h-kx to be saved, a twee well shall be provided and a construction deteal CL55 11a -� - 4 OK/1 O!i /1 ' / —� — — _ - submi tted for afg3mval. PC Qe;. � � I � i { i �1i>fltyg8.1 G 's 1 CV/1 r -- / -1 — - — — - 6'pP HG %1 G3(/2 CC55/5 -- -- - - - iii. i-ree Wallis- f I PCTj1 - - - 4`, ❑ When the gmund level must be lowered within the dnpline a tree to he saved, a true urall shall be provided, and a crmstruction detail ;4 � /J ry ` + j 1 utted f i- approval. snbn 3 FPS , � ' `� �' � � w •` l ,�,t;. 11. Trenchtn� and Tunneline: r DHG 1 - ` ASB /1 + LOT HRS 3 1- ❑ When trenching is required within Ilse limits of clearing, it shall be done as far away from lite trunks ortrees m perssiblee. Tunneling PCT 1 r (PROPOSED) under a Idt-ge tree shall be cnri,gidered as an al temTtive when it is anticipated that necessary trenching will destroy teecler rcrryt:;. I J l 2/1 z/1 t I 69,611 SQ. FT. l2. (Aeanup: •� C ,,I� i� `I CST /2 ICST /3 LOT 1 -B ICST /3 PCT /1 1 1,5980 ACRES 0 6.18.2 0' 1 J P;014- .3 P A I V �EVISIO G LMWN /43 ( PROPOSED) LMWN /15 1 E d TAX MAP 78 -- ❑ Protective fencing shall be the last items removed during the #Trial cleanup, III VEPCO I PARCEL 55A$ PG �'j [ p CO ,I'`"� p EX 1 n 13. Damaemd Trems: E LJ JT fl i A LITE T V I Y �fL. I Oy� 7 t ICSTjr2 . ,1781 I l '� I ❑ Damaged trees shall be treated immediately by pnu ng, fortilization or other methods recommended by a tree. specialist. 411 A CV 4TED G W.Am P SCE i SIDEWALK G N. N P D R I'�i1' E OF Fit RA BIO ON ~' ASB /1 ii NSW /1 I LOT 1 NOTE: IT IS THE DEVELOPER'S RIESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION STRUCTU E IN COD CE ; ' ? ) REQLr1RREMENTS. 1 FACTOR R S ,` C j3 I I PLAT SHOWING SUBDIVISION FOR TO PROP PATIO . , 5T/3 RECOMM NDATIO 5 , TMP 79-54A f MARTHAJEFFERSON HOSPITAL EAST [� j 7 (`� NSW/ , MEDICAL OFFICE BUILDINGS S H T. LS-1. V . 0 ! . 1 01 s � i �` OHGj3 I f'f I. f D.B. 2503, PG, 73 -76 (PLAT) I NOW OR FORMERLY STEEP SLOPE AREAS {SLOPES BETWEEN + } • � WN j12 I i i THE MARKET PLACE OF VIRGINIA LC 33°� AND 5035) SHALL BE STABILIZED WITH TO A D D R ES U NTY TOEC/CCSS 3 I IT OF CLEAR + D.B. 320, PG. 408 LOW MAINTENANCE GROUNDCOVER {SEE / I SIGHT PARCEL ID: 07800- 00- 00.OSSA8 PLANT LIST - BELOW }. CIL OF EX.20 + � } ; 2/1 r � } ICST�4 � + ZONING: PRD WATERLINE ESMNr ' � � '*. NOM /1 i � USE: MEDICAL OFFICE 8. 1076, P6, 24 } 1 �a, LMPI /14 LMPI /16 r J 4V ! NSYiI 5B/309 + PLANT LIST CCSS /2 AXGK /6 _ _ - I 1 r�*r } �" r NSW II OH /l - /1 1 _ _ ; LMPI/ 11 r i+ ABBREVIATION BOTANICAL NAME COMMON NAMiE 2u SPAIH W CANOPY AL LM f1WkAICE ICST /2 1 HDL �S TO ! ti ICST/ \" i LARGE SHADE TREES PCT /1 'i C i -_- r 94 ' z 1 ASB Acer saccharum 'Bonfire' BONFIRE SUGAR MAPLE 3.5' CALIPER AS SHOWN 13 254 SF N8 a vatica 'Wilditrs' BLACK GUM WILDFIRE 3.5' CALIPER AS SHOWN 12 161 SF l �, � f NSW Nyss syl ZJ1 / + + » I 1 2 Zelkova serrota 'Green Vase' GREEN VASE ZELKOVA 2.5' CALIPER AS SHOWN 6 306 SF + I ST 9 �, 1 ORNAMENTAL THE�5 HDL /5 + + + I 2 LMPI 22 �I ' f,� CV Chionanthus virginicus WHITE FRINGE TREE 6' - 7' AS SHOWN 8 125 SF 1 1 / : ::. + + -- - + + + " ^ it I PCT Prunus cerafera 'Thundercloud' THUNDERCLOUD PLUM 6' 7' AS SHOWN 11 143 SF _. �; MLG Magnolia grandifloro 'Little Gem' LITTLE GEM MAGNOLIA 6' - 8' AS SHOWN 3 82 SF .'. i HRUBS ... ........... -= == 30' MIN 2' OC , .. ... ... -� ^•, BTHP Berberis thunbe a 'Helmand Pillar' HELMOND PILLAR BARBERRY 25 5 SF r t {,� % ~ d EJGS Euon mus 'a rnicus 'Greens ire' GRE;ENSPIRI ELIONYMUS 30' MIN. 2' O.C. 35 18 SF r ; . f.'.. r l ` ti , �R L.. — Y 1 PQ P �J +< � �� • 1 '•� : j ` ENTkti NOM/1 .... Imo` r 1 ExV�WDTHACCM , y1 I BTNP 1 .L / I t, EASEMEnrr � • ) SB 42 ti R 2 fJ 6. 3683 PC STIJ 5T2 h -- / ICST/ ? HDL /? 2 PCT /l + FF =54 25}jq } 4 4 / CC55/ r1 } 1- -, 1 ICST /4 1.. AXGK /3 _ f a. CA i1F20' � � PtAYGRul1NCl I i� I� /3 } WATERLIAIE ESAIV �, 1 I BUILD G ►+ ► LsMW G14 a OR 1076, PG. 24 � PCT /1 I 1 - ICST /6,8 GSF + l 1 +G' /S 116S ATS ICST 3 LSMW fi5 P RKS 13THP /3 R HD�1 ► NS'iN / CCSS 6 - - -- ,� ` Gv /1 / 19 ST CKS NDM 3 �rvi - NSW 11 ! s MW utCH. I i LS 1 1 4CCSS /5 LSMW YARD a OHGj CV /1 I ASB/1 i ` TMP 78-55D ...• . r � HDL/7 ••� ;•� I, PLAT SHOWING SUBDIVISION FOR I � -' I THE LUXO LLC PROPERTY D 59/2A 4! rP3 H R PR PE TYAN 1, R/W DEDICATION FOR TMP 78F -1 -A , It 1 HRS 6 ) T© NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY f SAN , / / 1� PCT /I J D.B. 36831 PG, 570 -572 j€'LAT) t 1 1 F ..,•' +' j JSW /1 NOW OR FORMERLY i 1 l" + 15' C rat_ LUXOR OFFICE PARK LLC � � .. • •�• .� •.•• ��• + t I].6. 11 PG; 10,4 1 -: D.B. 3833, PG. 022 ' w + w + + + .'�. ' . (S :H.P.f XI, PG. F 1 PARCEL ID: 07800 00-00 055D0 j — �1 11 + + + + + PI 45 - 9.8 11 PG 46 ZONING: PDMC f f 1 1 + + / + , USE OFFICE BUILDIN C 5 A' 1 I 1 — — — — — — — G — I 'I NSW /1 EA'201 pSAEMLNT 11� t � K/ — �y 5111•• 70� C/L OF EX 10' SAL rELE ''a PI 5321 i B/319 - ' 9 161 �" TGPH 00 EW 1� t ASB %1 j t ASB /1 F,t 15' cEN T E f7 FASENEA 1 TC DR 1135, 60 a � � Pc. 293 � r —T -� ICST S 6 ,f •/ 1 \i AsB /1 5i f VA 95 1 i� Syr Tf M,r �+ ' I].8. 47 ' Q r�"' (SH..P -B zr.,4.. � `'t r t r CATV- EX.17AR.WIIITN CENiEi _ �SEAIENr (00T Fr70JEif' � �' ► r, --� --�. + J 1"r - - _ _ ,RW -gar} —� 177511- p02 -1a5 +may 1 J 1 it � � rF. _- - --•-rro RICHMOND ROAD - STATE ROUTE 25rD ;; �d � II !1 TOEC Thula occtentalis Emerald Green EMERALD GREEN ARBORVITAE 4 MINA O,C, 44 I SF MEUIU 5tld HRUeS AXGK Abelia x grandiflora 'KaleidasGape' KALEIDOSCOPE ABELIA 24:/ 3 GALLON MIN, 4' O.C. 66 - CC55 Caryopertis elanodensis 'Sapphire Surf' SAPPHIRE SURF CARYOPTERLS 24�/ 3 GALLON MIN. 3.5' O.G. 64 - HRS Hypericum 'Red Star' RED STAR HYPERICUM 24J' 3 GALLON MIN. f3' O.C. 63 - iCST Ilex crenata 'Soft Touch' SOFT TOUCH HOLLY 24J 3 GALLON MIN. t4' D.C. 75 - NDM Nandina domestiea 'Muraski' FLIRT NANDINA 241 3 GALLON MIN. 2' O.C. 84 - OHG Dsmanthus hetemphyllus 'Goshiki' GOSHIKI FALSE HOLLY 24 / 3 GALLON 'MiN• AS SHOWN 23 - GROUND COVERSIPERENNIALS HDL Hemerocallis 'Red Hot Returns' RED HOT RETURNS DAYLILY I GALLON 24' O,G. 112 - LMPI Uriope muscari 'Peedee Ingot' PEEDEE INGOT URIOPE T GALLON 12' -18' O.C. 408 - LMIWN Lamium maculatum 'White Nancy WHITE NANCY LAMIUM 1 4UART MIN. 24' O.C. 166 - SB Stachys by2antina LAMB'S EAR 1 QUART MIN. 24' O.C. 1050 - VINES (GREEN SCREENS) LSMW Lonicera sempervirens 'Major Wheeler' MAJOR WHEELER HONEYSUCKLE i GALLON PER MFG. PER MFG. - NOTE: RECOMMENDATIONS RECOMMENDATIONS 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 ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT LEGEND LANDSCAPE GENERAL NOTES 1. ALL LANDSCAPING METHODS AND MATERIALS TO BE IN ACCORDANCE WITH THE CftY OF ALBEMARLE C0IJNTY ZONING ORDINANCE AND ALL NDM APPLICABLE LANDSCAPE ORDINANCES. r 2. ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON INSTALLATION. PLANTINGS ARE TO RECEIVE SUPPLEMENTAL WATER AT TIMES OF UMiTED RAINFALL DURING THEIR ESTABLISHMENT PERIOD. / 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2" OF NSW HARDWOOD MULCH OR OTHER ACCEPTABLE MULCH MATERIAL, 4• LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND ASO CONFLICTS WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN, IF COE NFLICTS E7(IST BETWEEN PROPOSED PLANTING AREAS AND ANY UTIUlIES CONTACT ENGINEER OR LANDSCAPE DESIGNER. + AXC,K ,T _ 5. ALL PLANT MATERALS ARE TO BE WARRANTED FOR 1 YEAR FROM THE DATE OF COMPLETION OF INSTALLATION. ANY REPLACEMENT PLANTS SHALL BTHP �,�' l BE ADDITIONALLY WARRANTEE} FOR A PERIOD OF 1 YEAR FROM THEIR REPLACEMENT, ~ ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS SET FORTH IN 4} CCSS THE CURRENT EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK'. X1PROVIDE TREE PROTECTION WHERE INCIDICATED. SEE TREE PROTECTION PCT �� Nf, ON CV - TO EC . V Q EJGS HDL HRS 20 10 Il 20 44 C ICST Scale in`+et _ 1 inch= 20 ft- a. LMPI NOTE: > LMWN THIS PLAN DOES ND U RAN-TEE THE LOCATION OF EXISTING LSMW I UNDERGROUND UTI! iTIES..ONTRACTORTO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. MLG —fi TF�Tr'— BEFORE DIGGINGS CONTACT "MISS UTILITY" AT 811. TREE PROTECTION D 0 e 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 03.05.2015 H &D O REVISED PLAN SHEETS: C -11 C -2.0 Q 0 Q 1 CAZ C-5-0, . , ' , , C- , . , , Mark Date By ,A 03.25.2015 H &I7 %C 0 REVISED PLAN SHEETS: C -T,1 Mark Date By A03.27.2015 H &D C -0 REVISED PLAN H EET C -5. Mark Date By A03,30.2015 H &D PLANS WITH WATERMARK TOR CONSTRUCTION' POSTED TO BUZZSAW, Mark Date By Ao 04.24.2015 H &D REVISED PLAN SHEET C -T,4 4, op JAMES M. DUNN LJC. No. 41830 o s`1oNA1, s � L i a) fa 0 Cn Net In M m sit 0 (1)2�n e- '*LL C'*i x • aa C QaLn Z 'w • EDTona 0 occy n OC ci" STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia cauNTY APP. NO.: SDP201400018 SHEET TITLE LANDSCAPE PLAN DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. :22100 More :03187 Date : 04 21 15 Drawn By H &D Checked By: H &D Sheet LS-LO e 4 Application for _ ! Letter of Revision .zo.; Letter of Revision=$100 u I:\\ '\ Final Site Plan Name and Number: Chick-fil-A; SDP 201+053 Contact (who should we contact about this project) Horton & Dodd, PC(Attn: James M. Dunn) ;} ;( !i Street Address 300 George Washington Hwy North City Chesapeake State VA Zip Code 23323 Phone Number 757-487-4535 Email james.dunn@hdpc.net Owner of Record Corven D. and Katie H. Flynn Street Address PO Box 5849 City Charlottesville State VA Zip Code 22905 Phone Number 434-984-3928 Email Applicant Chick-fil-A, Inc. (Attn: Justin Bloecher) Street Address 5200 Buffington Road City Atlanta State GA Zip Code 30349-2998 Phone Number 404-305-4946 Email justin.bloecher@chick-fil-a.com SUBMITTAL REQUIREMENTS: RI The appropriate fee, 0 The site plan number that the change applies to, m A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge an .- ' 06 18.2015 S e of Owner,Agent Date James M. Dunn 757-487-4535 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# nn Fee Amount$1CC•n b Date Paid 'i SBy who? 13or Receipt# 36 Ck#3S&Y A-I By — County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434) 972-4126 REVISED 06/10/2015 Page 1 of 1 iir HORTON & DODD, P.C. 300 George Washington Highway N. 757/487-4535 ' Surveyors •• Engineers •• Planners • Chesapeake,Virginia 23323 FAX-487-9788 John G. Horton, L.S. J. Gregory Dodd, M.E., P.E. June 18,2015 Ms. Megan Yaniglos,APA Albemarle County , Community Development Department, Planning Services 401 McIntire Rd. Charlottesville,Virginia 22902 Ph: (434) 296-5832 x:3004 Re: Site Plan Revision The Chick-fil-A Restaurant(Store#03187) County File#: SDP2014-00053, 1626 Richmond Road,Charlottesville,VA 22911 Ms.Yaniglos: As previously discussed,on behalf of our client(Chick-fil-A, Inc.),we are seeking approval of a Plan Revision specific to the above referenced site. The purpose of the revision is to add a sidewalk that will connect the existing sidewalk along North Pantops Drive to the patio at the west side of the proposed restaurant. The sidewalk will provide a much needed accessible route to the proposed restaurant. Enclosed, please find Albemarle County's Letter of Revision Application,a check in the amount of $100.00 and four(4)copies of the affected plan sheets(i.e. Plan Sheets C-2.0 Site Layout Plan, C-3.0 Grading and Drainage Plan,C-4.3 Site Details, and LS-1.0 Site Landscape Plan). Please don't hesitate to call me at(757)487-4535 if you should need anything else to facilitate approval. Respectfully yours, HORTON & DODD, P.C. <Z" -."32.-\ .00)— James M. Dunn, PE F:\ProjectCorrespondence\22100\_ADMIN\PLAN REVISION\20150618_LTR-SDPrevisionl_Albemarle docx