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HomeMy WebLinkAboutARB201800016 Plan - Approved Site Plan Approval 2015-04-21I=orlP= I=Ir3= l _ t NOTE, OFF -SITE PAVING SECTION (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM-9.5A) �;- PRIME COAT \EXISTING MILLED ASPHALT o ON -SITE PAVEMENT / OFF -SITE PAVEMENT 27 s'� i / / , i / / /' / (DRIVE AISLES AND / (FULL DEPTH) �i i i \ / / i / / / 189.01 j / ° 15,407 SQ. FT. OR 0.3537 ACRES PARKING STALLS) / S 35 33'54'r E 1.5" BITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE (' pRZV 30<,V' /% / ,/rYP 56 ' % // i / j' i % % , SURFACE COURSE (VDOTTYPE SURFACE COURSE (VDOT TYPE �(J ATE RAW 1. '`�,,. _/ //,�` ;' / / ,/ i / // SM-9,5A) SM-9,5A) `` ti 0 ? c / ' nf� - `, `' `~- ki j j j i / / / j / % / / // / / i RIME COAT B• 3683 \ RO,� C 41 / °2 �/ , %`�'`�` �\ i - / j / / i / / j / / /` �' RIME COAT :.. 5'0 5j - _ CONCRETE j' / � '� , �'��` / / / /' / / / / /gip 2 5" BITUMINOUS 3" BITUMINOUS CONCRETE E may; .. Q _ j // 2 /� j i / /� / - /, \� ' / / i / / / / O V INTEF{MEDIATE COURSE p Q _ i /' / % % n BASE COURSE (VDOT TYPE ( / VD OT PE Ni- TY I 1 T 9.oA co BM 2 S.OD _/ ° 2 8 6 V1 / / - 9 h i', / 8" A 6 c ,, / 7"`-- �=- ,�,' AGGREGATE �,,� 8" AGGREGATE SUBBASE 41 \ 51 ' SArJ M :,TYPE` B 5`2� j ; .o l /` f� , . i i ` . i S 8°28 O /Y ^/ / / // �' / / // j µ / / / / / v�. - - - - - ` - - - - R (VDOT TYPE �l, SIZE 21A}.I / (VDOT TYPE 1, SIZE 21Aj. /j3 ( !�`' r�' / ~7 // / ' i 8"COMPACTE:DSUBGRADE. Q 61=, y 2 > / \ "� - 8" COMPACTED SUBGRADE. ROPER�T f- \, -43 /f �} ErfD N D. / / / /f f/ / 15 3// // / / i / �Yj 59 % /; - - -- ,EX2o' RE4R PARKING 5BL NOTES: 0� 1. ON -SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. \I, i / ;� r' .. .. I , 4iy: �O,o�j,' r ,�,' i � ,; , jJ ��. � / •� , f , f, j,, /�J � ,' .��-7-�, j j ) ' -) f \ 3��$„ C/L OF EX20' �tI , °✓ .'i / . r` . / y ,: �%f 4 / J'- X�� r t /` J / / / / / ^"Y �° S6 F S36°29'24" PERMANENT GRADING &MAINTENANCE 2• COMPACTED SUBGRADE MAY CONSIST OF IN -PLACE MATERIAL WHERE SUITABLE WATERLINE EASMNTrf%L f•/ /! 16'�� 20.07' E MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING" BEHAVIOR i" EASEMENT TO BE RECORDED D.B. 1076, PG. 24 q C7 4 ' j" x Iti�_ �. , , f 7 i 41 / i / UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFtLLED WITH WIT/ 4,923 SQ. FT. OR 0.1130 ACRES T D 63 T / / s r / �__` .- SUITABLE MATERIALS. lr' , , O� N �r v, Q_ �, y / , / / --�� 3. STONE SHALL_ BE PLACED IN LIFTS NOT TO EXCEED 8 . COMPACT LIFTS TO 95%OF PLAT SHOWING SUBDIVISION FOR j, ^ IuII 1 r_ /(f / r� ,%` '� -../ 51 / j f Z�d' �:.:_.. _-,T -_- ` MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM-1 METHOD. TAX MAP 78 PARCEL 55A4 % �\ '" /;/ l m 47 ' / / ` fir•; ' f! / a ----_._�_ OR LLC PROPERTY AND \ `�� m m ITj !/ 1 /� ^ o\ / / PkOPERTy'LINE I r : ;.C' THE LUX 1 a Q Q ��l ( (� �` °`' /' - \ - --- / F _ / ,BE AE3AND0 ED/ f � i I R/W DEDICATION FOR TMP 78F 1 A / \ �. ,y ' ) /; - - - -- _- OPSTOWNHOUSES, LLC. PRO ERTY O -� / 'i /� �� / i''�5 ) z _ _ NOT TO SCALE �� / � �. / /' it � EXSo' PAVEMENT SECTIONS NORTH PANT ' X# j o Y R BLOC SE'L D.B. 3683, PG, 570-572 (PLAT] %+ o n' /,, 17 2 'i 3+ i 34 1 43 j \ �o'p /""`�"- of - - _ - co { ' 34 f g� 6� / ��S,/ 60 I NOW OR FORMERLY /� 3 1 43 �\� LUXOR LLC �l /W i`-- D.B. 3687, PG. 302 / / a� Q Q 'j, ( \ / // 47 l) - PARCEL ID: 07$00 00 00 055A(� / , / \ r / 1 i.'' / f t ," '� `� ��/ �' -- - ---•-- /; ' '�so LAYOUT DESIGN N OT• F'K> ❑ c,;,Ate: o ZONED: PDMC �/r O ~ } / ' ' / '' 1. VDOT STD. CG 6 CURB AND GUTTER, CATCHING r M l 1 T . ��J /' ' r / / / % di/// i l 1 i 32 -k.;- / % i ., -i ('� )t..•. . / / s. �}, 1g / / ��" ` / j f / 50B 39. GREASE TRAP, SEE SHEETS PS-1.0 AND P-1.1. USE: VACANT COMMERCIAL i q M ^+ / 18 ; i ' ' / / / _ _ _ _ . - - Q )j r 3\ ; f N `� 41 Ln EX SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 r. / / \ !.tt ii ( �'�ii�- ' , \ ,/ Y 24' /NG , *-ice J ' / j / T J\ ) _ '��T\ / \ i % by//` /�_ v? RESS PLAN, (� SS 40. STANDARD PARKING STALL. r j/ / , * ,f EX.30' INGRESS PC408 CASEMENT / `I `\ 6� i ' , _ ,`10 / i, % ';� c� .9 £AS�14EN EGRLJS OB2 E55 118 h Z 2000, laa' 2a, PSG 2° = //- '` \ NOW OR FORMERLY 20° A.C.S.A. WATER LINE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE \ NORTH PANTOPS TOWNHOUSES, LLC ENTRANCE CORRIDOR SHALL BE ELIMINATED, \ QB D.B. 3683, PG.560 EASEMENTTO BE RECORDED / D.B. 2997, PG. PG. 643-651(PLAT) NOW OR FORMERLY ,' PROPERTY ACQUIRED FROM LOT 1 TO D.B. 3683, PG. 570-572(PLAT) WESTMINISTER-CANTERBURY OF THE BLUE RIDGE ' % CREATE LOT 1-A & 1-13 AREA= 19,102 14 G PARCEL ID:078FO-01-00-000AO USE: OPEN SPACE D.B. 1502, PG. 503 /i SQ. FT. OR 0.439 ACRES D.B. 1594, PG. 87 (PLAT) �\ �6g\ ZONED: R-6 PARCEL ID: 07800-00-00-055A6 �i ZONED: PRD �X z oB 9 �R3,,,le / , VAR. WIDTH NON-EXCLUSIVE ACCESS 1 30 368, R/v i % /" %"// EASEMENT TO BE RECORDED CURVE TABLE NO. RADIUS I 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' T 50,;, PG73-76(PL4,r) 2. VDOT STD. CG-6R, CURB AND GUTTER, SPILLING 50A 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION D.B.31?0, PC.406 SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4,5 (OFF -SITE). - SEE GRADING AND AND DRAINAGE C62503, PG7,3 76P _ (LqT PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS -THIS + 11 / . � � f' / / � - ��-- \1 - --` --- 3. 4" CONCRETE SIDEWALK. 1 0 � SHEET. 6 f �1 30 �I r 7 42. "DO NOT ENTER" SIGN. 0D r / , ` I I' 4. SIDEWALK HANDICAP RAMP. 10 43. TRUNCATED DOME WARNING SURFACE. 1 �II ('C40 5. CONCRETEPATIO. C429 24 .0 35 44. MENU BOARD LOOP DETECTION SYSTEM. R Q, 30 �! LOT 1lA"-_.�i�_ � 6. 4" WIDE, WHITE PAINT STRIPE. `.5r C4.2 C �J / /, f / / / / /,/g /c�p'j %� 61 • / ((/ i (PROPOSED) ---- 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. i \ // / P• / f `/ / / /' // ,/ % , �/� t .. .� j 1/ 7. 4" WIDE, BLUE PAINTED STRIFE. i PROPOSED 5 11169,611 SQ. FT. r c 4,0 33 t r.. r ' , / 4 , / / �/ / /T � / // / / ,•;/ / s �.• / � 66, /'1 ,lr I 3 4 46. DRIVE-THRU ORDER POINT BOLLARD. C-4.2 p/ �;�: i/i�/ i / /' ` `�' 1.5980 ACRES 8. BLUE, PAINTED, HANDICAP PARKING SYMBOL. C 4.0 �O" ©� / ,�a� % i �i // // i i i r I I TAX MAP 78 '2 47. VDOT CG-2 STANDARD 6' CURB. WHERE CG 2 1S 50C ' / / ,'/ _ _ - -� ---- -__ 9. 'DRIVE THRU' PAINTED( FBAPHIC, SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - C•a.5 PARCEL 55A8 14.n , 3 a.o 10. STOP LINE GRAPHIC. SEE GRADING AND DRAINAGE PLAN. R�ES/'/ / �' R76,00' I 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT / , I ,�;, 11. PARKING LOT DIIRECTION,+I,L GRAPHICS. 1 65 /, / / // �_ r•t; / �j ; � �i -�'1 '� �C-4.0 AT LUXOR f RICHMOND RD. INTERSECTION SHALL BE ,'" ' /t j\t r� R % r\ LOT 1 /' IN ACCORDANCE TO VDOT STD. MP-2 SEE DETAIL C 4.6 7/1 ' / i', 00 , 1 / PLAT SHOWING SUBDIVISION FfOR 12, BOLLARD AT PICK-UP W! dID04V. �-' C' 4�1 \. , TMP 78-54A 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR 13. NOTE NOT USED. •/ IMARTHA JEFFERSON HOSPITAL EAST SHALL COORDINATE WITH DOMINION VIRGINIA / /- P g `/gj / / i I.v Z� / i / I� / r / t MEDICAL OFFICE BUILDINGS POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER /. X.. / �/ I (_ 0 VAULT 4'. cr - @r' t 14. BOLLARD WITH HAND1C,Af-' SIGN. D.B. 2503, PG. 73-76 (PLAT) NOW OR FORMERLY , I 6 / I Q: / ,• / / / ' / / ' % // % ; / 7 ' / / O /' f ; i 15. BOLLARD WITH HAND{CJtiF SIGN VA,[V ACCESSIBLE . 50. PROVIDE CLEAR AREA AS INDICATED FOR \\ i THE MARKET PLACE OF VIRGINIA LC C 4.0 / / y� TRANSFORMER. �,, � i • �'� ,// / / � � , / /�% '/ , // • / , / / /� '` 'i , I ,<< i f/ / ( ,' / 1 � � D.B. 320, PG. 408 16. DRIVE-THRU AREA -SEC'; ?RIVE-TT-;RtJ PLAN' AND 23 14 PIA •% ' /;' / //��' // 'Q 1$ //;- // /'/ �'/�'/ �' �'' /' /�'�' / � �. � � �� i �! PARCEL ID: 07800-00-00-055A18 'DRIVE-THRU ISOMETRIC. . E) • = - B:�jd,, / / / / ! I p, / / /' ' /' / ,'/ / �' // �, / ' ' ' / /' / I ,`'' ': --' ' ` / / 1 rtf I + ZONING: PRO 51. 6' CROSSWALKS IN / ALONG PRIVATE ROADS - SEE /j// ,, H PAVEMENT MARKING DETAILS-SHEETC-5.1. C/L OF EX.2C' ,1 \� i r } � � � ,� / �',;' / , , / / 'O / l ,� / USE: MEDICAL OFFICE 17. REFUSE ENCLOSURE /SdCfRAGE Sr EU, SEE WATERLINE ESMN, \ \ C r ` /�i/ -V / M �� ) D.B. 107E, PG 24 30 , \ / t' ARCHITECTURALPAN,. 52 \\ i % / / / g /'' ' $, ' / �� / ' i / 1 / ;, j ri %/ j' -; ; ! rf j/' VDOT STD CG 12 CURB RAMP (TYPE A, A MODIFIED, ` - � \ / /x . ?(/ j �// '/ / /j i /TYPi i , / , / i •% n- / r•P-��- � ) B, B MODIFIED, C, OR C MODIFIED -SEE DETAILS ' / 42 / x �.?,�,:... • •5'0��. �: ' / \ 18. LIGHT POLE ANU' FIXTURE:. ), 18 j 1 ;' .,y / _ MODIFICATIONS TOBEINCORPORATEDAS •\�` � 1 <;,� `b• i �`\ � /' � � z '` i � , ..G '' t? i // �, - -«`-� ,�! ?(+.";C-''�'y"' / /' r�,; `'I r; 19. CONCRETERAM IPTOSTCiI'I'4AGE SI-IED. NECESSARY TO FACILITATE PROPOSED GRADES - SEE -_ GRADING AND DRAINAGE PLAN. I , RPIt �1 25 \ ZO 0 E�1E 20. CONCRETE APPROACH Sl..:o' B AT RI ENCLOSURE. \ �' 1� / 7. ' y y z I tiX EPS PG. C 4.2 53. PRE -SELL MENU BOARD - SEE SIGNAGE PLANS FOR ``" / b' /'ti<` ! - _ j�r:i'r I "'�' 21. CONCRETE PAVING AT DRIVE 25 DETAILS. +,%_ ,.�`; I }V pQ Q 13,16( C4.2 + f /. H/ / / 4 S� / %fir_ I I� U l I. ( / f` J o r %-8 $ �;` , �.: , ti • + a-,` \ 22. SERVICE YARD, SEE ARCIIII I-ECT UR,t\L PLANS FOR 54. PROPOSED BUILDING, SEE ARCHITECTURAL PLANS. \ i / / / / " / .✓\,.�I + r f - 0. DETAILS. 26 SEE DETAIL, 55. ALUMINUM HA � �NDRAIL, 23. NOTE NOT USED, Ku �) \ !`'' \.k' o Rti / L��� r �\ \ 56. PROPOSED LANDSCAPE - SEE LANDSCAPE I ; . ` _ � .3 � �( / ; . � �= PLAN. 24. MENU BOARDS AT ORDERING STA;TIi,)NS TOP OF `\Cr a - ; - - ,+ :1 Y y ir; r: r.r.r . fir?- r�F Y ?h'. ,� ( t j f q „� 5 " 57. PROPOSED SITE UTILITY (WATER, SANITARY SEWER, �„ • , � � I. � ,.,, _ _ ' ' Y ; , ? •� ,. , � �, MENU BOARD I� 4 -10 } ,,,EE ,>IGfJAGE PLANS FOR a \ ; \ O �- �\ 5 _-. t�a. , � f �- � G,/ _____ DETAILS. i �43 4 , _ � • . � i. ' .�, ; "� , � � � - � I `� h � \ GAS, TELECOMM, AND/OR ELECTRICITY) -SEE SITE / F•1 P'U ?' ;� �O0' �f/' S; m UTILITY PLAN, 55 p ,Y • J<� `4 o o 25. FREE-STANDING MAIN IDSIGN, .r GN, SE: E SIGNAGE PLANS c?I /-- 55 15 q `r: .�). !` / + _ \� 58. PROPOSED STORM SEWER SEE GRADING AND EX.7AR. WIDT �CCCESS _. � > ' ` ,� � � y - I �- I- FOR DETAILS. EASE rVT \ \ 26, " �{' 4 � .I ; � F "1`` � �J � � >j t �. `� : I Q ;. - EEXXPROP TY LINE TO \ DRAINAGE PLAN. D.B. 358 , a. 'SSG 72 : j\_ . 36' J .\; • Q _ " .. �2' , BE ABANDONED, 15' 26. APPROXIMATE LOCATION IOF COI�.ITRACTION JOINT ` VEP D ) K I - _ 59. PROPOSED SEGMENTED RETAINING WALL (TYPICAL -'�-R� �Q` �. _ ��� �,. � 62 onr;� ---- `t- ���; ;� , .61 � ,'f COE` EMENTTO OR DOWELED CC NSTRL„T10 II . \ N 1C N I SEE OF 2) - SEE RETAINING WALL PLANS. \ 5309� O ~. 0 -' + TYP. FF=543.25 Ruf 1 v 3� r ! REMAIN. APPLICABLE DETAIL, 54 41 ;;: _ _ {\ ' 1 \ 60. STOP BAR AND STOP SIGN AT NEW PARKING LOT ' C .I 55z: ;: yl) l! ) �- N .f .� 27. VDOT STD. CG-9A ENTRAINCE GUTTER WITH FLARRED 50F ENTRANCE TO ADJACENT MARTHA ' � �� I �`l • .�-�. .�` �U•t �ro.N[' � ® ?+~ ( � � ' O � ,----_ � OPENING AT EXISTING PI,1hflP ,>TA, I IC}N ACCESS DRIVE C 4.5 JEFFERSON -- ✓ i.. 71?'_.i I. ui -- SEE DETAIL. EX C/L OF 20' \ 30 \ \ 12 _ ✓\ ! / q \ HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS WATERLI,NEESMNT ~� �� \ \ \ '�� \, {1. S3UILD�NG A - \\\ ON SHEET C 4.0. D.B. 1076, PG, 24 ., \ 1 \ '� 1 ;,�. + I I .: I 41 28. LANES MERGE SIGN-SEF:';IGNAGI: PLANS FOR 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND 5?3. DETAILS. \ ' 116 SEATS ` ! I \ ROAD, AND / OR PANTOPS ROAD -SEE PLAN SHEETS x \\ / \ I 11 /\, ; ,,`±, ! * , 22 36 m ' 29. FLAG POLE SEE SIGNAG&:_ f'LAIUS. C-5.0 AND C-5.1. 65 PARKS �_ _ s r { % LU <D �L- - ^• ' A j "" p -- _<_ 62. CANOPY AT ORDER POINTS AND AT PICK-UP 19 STACKS 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB& 1 `ki _:----- - GUTTER -SEE GRADING Af ID d A IAi' WINDOW - SEE CANOPY PLANS / BUILDING PLANS `-r cn,' �; - _ R tF • GE PLAN. / -F .. 24139 +� t ' r _�- � �j T�---_-_ STRUCTURAL PLANS FOR DETAILS. r 31. PATIO SEATING-SEEAR(:I'TECTURA IF_PLANS. i 63. REGULATORY AND/OR WARNING SIGNAGE TO BE T.B.M. 32, DIRECTIONAL SIGNS AT E NFRANCE:S • SEE SIGNAGE INSTALLED ALONG PANTOPS ROAD, LUXOR ROAD CHISELED "O" 26 `\ ' ;'; ;- ; tC�..r„ - %" ' � ` li PLANS FOR DETAILS. AN RICHMOND ROAD - SEE PLAN SHEETS C-5.0 TMP 78-55D ELEV.=533.63 �JP \ ;`� A F� . /. i _ _ - -- ".^1 r 61f - I� \ � . 1..�T' - / . le. •, -r. ", � .j---.,, _ r .'�--_.:_s-,I . • = ..: •. 1 r. .. � s�° L�;.. ') C-5.1 SEE C-TA FOR TEMPORARY TRAFFIC CONTROLS. PLAT SHOWING SUBDIVISION FOR NAVD 88� rr 62' { 1' �' w , r _` T,' O r' f I', 1 ( £ :y (, 33. 'TWO ORDER LANES'SIGN AT DRIVE 1 HRU ENTRANCE TAX MAP 78 PARCEL 55A4 �\ 5 .� jf. o ! ;• . , . j . _ !' r _ I 2 ! s +" -c 61 :ice I „ ; O - SEE SIGNAGE PLANS FOR DETAILS. 64. PROPOSED TRAFFIC SIGNALS AND ASSOCIATED THE LUXOR, LLC PROPERTY AND `� - - -- _ - - --- APPURTENANCES T ?' TG • 46 iL - 4 ° F 4 % ai .t �• 6, 6: SEE RAFFICSIGNALIZATION OR TMP 78F-1-A / / \ \ 10 �� • -� 37 �. ° " `h, 'l ,,' -"' C ` y ,` �' , �i 6 R/W DEDICATION F ` . / _ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY �' ' ' 68 "` fix' 1 \(� 34. STOP SIGN. � PLANS (C-T.1 THRU C-T.3). 3 \/ Shy P/y� r' >' r- I t,� C, 7�:1 t.,�' S R..?.. T.B.M. ET 24' /Nv"RESS &EGRESS 35. DRIVE TH ORDER P 11!"" ISL ) 34 65. #57 SMOOTH RIVER ROCK OR AP D.B. 3683, PG. 570-572 (PLAT) \ / / , 6 \` ` ' = .? E' �cmRU 0 I ANC CURB. ( PROVED EQUAL i ��-`� '� T -` J �� �~•�-- TOP OF CURB DB 3120, PG �S£MENT ) / � .. �' )• �' . 1 ,. �; 3 � � r:t i s� , � �.n) • t � �. � � � ,-7v -� 4O6 c-a.z NOW OR FORMERLY ,✓._- . 1 uw - ---. _ _ i+ , L';tY_,, ,m 3.r Z { 15' Ct '.tL F4,SE LE _ SET ON NON -WOVEN GEOTEXTILE FABRIC - INSTALL / S �' + 1 °^ `,-i' ` " -r> -; %D.B. 113. FG. 1 9 ^� , t E V 533.53 �B. 2503, PG. 73-76(PLAT 36. PE E'f'P LUXOR OFFICE PARK LLC - / \ i k ! p / r `'• I NAVD 88 ) CONCRETE -FILLED PI I_LA,RD - U.,E BOLLARD AT TO LIMITS INDICATED / AS REQUIRED BETWEEN \ P + - s �' I N (+''1 SH.RB. fl, PG. 7 S 1 �., .J _ PICK-UP WINDOW' DETAIL. 20 SIDEWALK RAMP AND BUILDING FACADE. D.B. 3$33, PG. 022 \ 5 . - �_ �)- PARCEL ID: 07800-00-00-055D0 / Ca 1/(+ �: x >rj r f u i r O.G 113, PG. 4,Sr' '7 ., ._ C 4,1 J ' , d a E7+ rr- 1 iy .� 1,.<...a- - MFN7- 32 ZONING: PDMC / / / 1 wAll 28 _ / �' % \ ` \ ' m * ,-�, � . r . ': ,r "m ; + 2 `'? � B r ' �` r v>4 I EX.30' F- EX.20' p.N, 1 Q9B, PG• 69 USE: OFFICE BUILDING A '� \ ±; _ r r =4 -- i r -- �- �3 - `r t SLOG 5 A. C.S.A. SANSWR T) -� -T 37. DRIVE THRU DIP;ECTIONI'I,1-GRAPHIC.ii. C4,2 66. CURB WIPE DOWN (±5.5 }-SEE GRADING AND DRAINAGE PLAN. A.CS rt o \ * } -BL 1590, PG• 14 (_ 38. ON -SITE PAVE M1:NTSEC6'VON-SE:E:.TIP ICAL I- D.B. NSWR2EAPEME7p9 / C/L OF EX.IJ' V4. TELO. , /� \ w _ 36 N 62 ` 57 EY15'CENTRAI� TE . CO. EASEMENT , -' _� -�_ �- PAVEMENT SECTIONS -T'tiUSSHEE':;f. 67. APPROX.LIMITSOFASPHALTOVERLAY -SEE SA8 185 / & TGPN. CO, ESMIT. \ Tc - t 68 GRADING AND AND DRAINAGE PLAN, SEE TYPICAL D.E. 570, PG. 29.!� -�- r- --...� D.L? 1135, P & 6 � �- P J T T T T T --__ _ TY, m_^__ __ �- _- - /, - - _ 5-- -" AVEMENTSECTION -THIS SHEET. �,411 3 ' aNs_ ° I ,� -- ' \.. 441.25' ` _ niu(> N33° „ - _t� + - -__ .. _ __ ----_�.-_.__' ,/ L 50D �1 J N 41 15 W : ` _ !___ -- _�__ `__ SE AND C-C. S 68. VDOT STD. CG 3 (4" CURB) -SEE DETAIL. C 4.5 _ -- - __ - SEE SHEET C " .1 FOR 11 r'PIC/�L .IE:C1 IONS A A, 132.86' ' X 15 CEN I Jam' S9 - T _ _ EE SHI:IIE:`f G2.1 FCutlt PLAN 50E i 1 ` L r i _ _ - 69. VDOT STD. CG-7 (4 CURB & GUTTER) - SEE DETAIL. % \ C/L �/T. B. 113 , $3 ' - ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT C 4.5 TELE. & TG . ' �SMT � D.B. 1136, P . _ -98' -"-- -`- o ) 16.53' D.B. 47Y._ - --- x- AT PROPOSED CHICK -If Il. A PARIKING LOT I �\ i �_^ L H.P.B. 16�5'_ ENTRANCES. 70. 6 CROSSWALK WITHIN VDOT R/W (AT LUXOR RD. / f �_y S �` - -- r - - 1S 64` _ � 3 r FR%TPgRK/NG RICHMOND RD. INTERSECTION) SEE PAVEMENT / ` I �' _ _..r - 1 �132°0S „ 1 4p 32„ _ ,.J C-T__._. MARKING DETAILS - SHT. C-5.1. s � 41 41 5.24, 0$ W W SEE SHEETS C T.1 THRV.9 C T 3 F'OR. 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Atlanta Georgia, 30349-2998 Revisions: Mark Date By 01,22.18 �� ARB REVIEW Mark Q Date By Mark Date By TH of t- v-)ANTES M. DUNN L 10. N0. 41830 � 01.30.2015 ��SSI�NAL .�G L • (U CL _ 00 co (p O rn ib Lj N O cn =mom L'- ZN^ v F- z L z: LJ W <. CLA = Uj u, Q ,m z w :�,-a�r w • � 0 CrUT }-- O o Ln /'� 01 0 = V i m n = Ln STORE #3187 FSU S06i Pantops Drive Albemade Co. Virginias COUNTY APP. NO.: SDP2014010018 SHEET TITLE SITE LAYOUT PLAN DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. ; 22100 Store 03187 Date , 01 30 15 Drawn By : H&D Checked By. H&D Sheet C-290 w (S.H.P.B. XI, PG. IIY4)- 61 II