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SDP200600025 Letter of Revision Letter of Revision 1 2014-05-02
pe A� Ar�iri tett COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 May 2,2014 Hollymead Town Center Area B do Daniel Hines 28 Blackwell Park Lane,Suite 201. Warrenton,VA 20186 ADA parking and sidewalk changes RE: SDP SDP 2006-25 Tax Map/Parcel Number 32/43 Dear Mr.Hines; This letter is to approve as a letter of revision the changing of parking areas and sidewalk design in the area across from Building Cl to site plan SDP 2006-25 as depicted on your submittal. This is your 1st letter of revision for this site. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. 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' , , ;, '' -*- �,4 . li = = 4%_ MM fmm KM & MW ,- . .— 1— 20 MW I= M , J=A = 11 — , .: 0') . � I i..", ', — , ''. � CA - NJ 0 : -----_,, ; - i�-"'� 11 . : CL r5FR = 559�00 I` Sprinkled, Type 2C A �� .91. 0 1 . � - - - . ---I',-- . ___ t � � � : tl,� . , � 11�� �: � I- . , : � . - I I... . . - � ._., .., __ :, - - i � - , - - .� .'." I., -, , , , - i -ID.ro 6 I r,I'E = 557.00 iI —,------ -_ __1 I (9 ;_ . - : . ,, , " ,:, X 25' � , . � � ... . � , � - - - 17b 01- 61 T I I " . - - - -IT--i-7�777-- - Loading Space � Sprinkled, Type ,?C I � '. .. . .:, I , ,i - I T I �� 1, .. . ir - - ., . - _ I , JU - ., � I . ,t . '. '. -_ � I . . . I i I � I � . - - ��?,. �. , 1� I -- . - i ___ __ .4 ,� ,t,,� , ,� - �)Iqn �'J �:�:�,.,;O:__ , El . :: '�' OIL ;i - , , 1, ., -, . �' - - - I , - , I I � � '. _ 4 Loa ing Spae��".',;."., (A � -I- .1 -, . 11 I . I t. '. 1'� ' __ ... - - ", I_' - -.1. .11 . � I I I � - .. � I i ... I... 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A � � - , ��_ t . � ,, 3 t .. � - ,� I � � I I Slope @ 1. 12, 5' Landing I __= _. � - — - _CflXNRK_DXV9__(_P_,ruiat� - — - — - - - __ - _P_ _____e - — - — - - i I , � z. . == ______ -";;!�_::L_�� -I; ; � . ,�� _. - _ " . . . . I,, . . . . . i,� " � .A= . __ - --�� _- ---,- - � I , -, - , , - I I n . � . 11, . . _". ", - _�� , � . - - " - -, I , 1, I OF0 . _ � , I � . 'ItIIiSli Speed Limit 30' ACCESS EASRAfEXT I . ", . - - !"',__ I : I I I I - - "� - � - - - - I . I '.�- ") �, - _ I ----,_- �, - . . I , ____� - , � . � . I ; I � �1 �, I ," am= z ,-I � SH__/� " �, . - - ��� - -_ ,I Lc� 1 1 1 1 * at Top. , I BLDG C2 � . - ___ - __ ____ 1 " - * �� I � ,_ - - - - - __ __ - - , ___ ____ - , . ,U_ -1 �--�- - T_-=, - . _----- � I E�4 _. LYJ I - ?�;L ST-17 � I - - - I"', - -, ': ;[ I " . : I I __ !;; � z; I I , I " t I , , I 0I �>Iq I - - __I - - , �,_� � 1-11111111-I.- .... ___ .... � .................. = - �_,___�___:�� ,:� , ::*5 I ___-:I__-_ - 2 ", J ,I : 1-1 . � ,. .. I � 1. - — b— I - _ ---- zrtt=t - , , z_ �. � � � . .,�-.- � : f . — - - � g - 46� : Z5 C� . . . , . C-G- 1 2" - - � - � � - I . - I'll I—, - - - __ , .: . � e7) I . 1-STORY - = =_�� -i I -11-1 I - __ ;Z��_ - ____ . ST - 47 ,R DRIVE � ". ------ - - I . _! ' ______1' , I . ;� - �- 1213--m : vj_�M r`� . % - - i 11 - I - I 't 1�treet __ ____ ___.. - , , ---,.--. __ __ .- : i I , I �� , I W. I I C__� - , , I 1. � - I[--.- ,,, - 21 - - Tl.m-- t[] ------ -1-1--I . � I , 1. .11 INtlawly. pap L-_.: , I . I I �;Zl I '-� � � 0) : I , 11 I , �. J] - , I III, ; 4% i1p, . I Z�) -_ - I I i . I . - , . , : � � I . . ces C stop .. . 11 _.___y...,,, i I 1 ID .1 __ 61 b, .- J - � . . -1 n � Firfri = 555.3 . t__ I I .. sign _�i 'f � � ;,1 - N I spl 1@ 1, ]_ 0 - - 11 - - - - - - - - - - - - ST - 46A � I' I � � . , , ` - , - -.t� ........ ______ _ , � , --- -4 -- - - - - - - - - - - - - - - - - - - - - - - - - --- ----- 30t ACCESS EASEMENT �_ � I - ill �� � I '.' , ',�_: - _'4_ � I I .. - , : -�- _--_ __ - CONNE . ,� . _", , - ,� . I ,�. , " � - � I t�, I . _. ,,, � � -, ". - - Z�r- (7_":K am �_ �1 1�_ L- --- - . . ,__ _1111111111 ____ ____ - ____ __1% I , - � . I I __ — __ ": 7= -- — --- 3 ll ___4 — � - _qjr�� - ---J,.,: �� ��___7� 1 . .. ,� -4-- � 7 1 5' Wide Access lot -- �. 1, .. , 1; I I �._ I .1. - 1-1 _ L_ � . I 10 11 1 6,164 Sri , I'll �, . , � :� . I - I 1, I � ---. -, , , � I 11 W-1:7 �_ --I I . . , - .1 . I - - - , 11111111 __ I A I 1: I 9) 1,J :77= .1 - - � � i I . 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I I - 14 __ � ;::i Ice ___ ___ � ,, - - , `� t � ll - � . ' RETAIL BL,DC K2 " I i 4 - ____ - - t A,i� � US --- C_" � fl�� .", - ___ :1 `� � fR I 9OW = 550,0 0), ,U � ;:.,. 0 . U-) 11 - I R � I Sxlc(s Q 9' � 1� k" 1, /,v , - W - ... ; . _____ . , - , - ! �.- I . ,�� ____ - --- __ ______,___ __1 ,k. � _ � . �\ I - , , , -,,,-,, �_ __1_11___ ,r,y , III � , ,, - `�'> / / C"I �6 �. " I- STORY I I I , i I � I I 11 I I I I I I I 1�111 I [ I I I �. .. I � i U I I � I �_ 1 'u L" I � , < �� � I I . . .:" I I I , 1P - � , q I \_ .1 � — A -- - 4, t -.--- - ----- tit f .__ ---- � _--k-A I Uml � - 4,804 S,F. ____1 " t ,,4- V, . - %i I , I , I I , � � � IIII ,_�p'T. 14121 tI,J i � -4- - .. .. F . 551 " . I . . � � )i � . ---"-. 4 T I- .1 f --- ;- f ____11%1'.�,,� __ - t E,o --� -1 4 Frf _E = 5 .5 00 _____ I 110 I I � - 1! .11 I 1� - - �i I � I I - I . .. ,--,-, __.. -.1--1 I'.--- ___ _5____ __, __ ------- _-� � - . .1 � . �� . 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" ,' �, .. ,; T . 77 81 � `-, �qiqn belo 6, 3 9' ___ - __ __ 11, __1_11_1A_==,L_J I - � - - __ _ .. � � 71- - �` �. -i _,'�� I I- 'i i. ." ,�,,�:, � Z; t I,- __ I . I - - .�.,-.--& . ________ .. � . �- � . :',.';-",:,.,�,�. . "", - '11� �-' '� I I 1 13, � ,,b 24' 12 . , T I .1 - . '�\ _�_`7"�_ .� 1 1 .. , -;,, . , . � I t Mirror Mounted 15' .1qnt -1 - , - i - I .. . ; I I I 17' 11 __ I I .\\\ . , ;� , .11 _;,.�, I � : ______.1__,_____ I _. � rl.) )__ - I'D 6� I :��,,, -es 1� 9 X 8' r ,,� :1 : � . ,� : ,:,!,:,.']'��' , � �'- �'-', - �i, .", , I S T-1. - - : 30 Sp . -1 - , . , I --- i .1. lil-0 I .. � 1� - I .1 ( �___ ___`�_ U 13 . I - - � , ��. 71.,,-_-,., � , . I - . . ':,* -�'.: ,� �, , ,' � , ,;,, % , � ��, . . Above Finished Grode � , �0 ! . : 4, . � - . . � 11 . I I I .: �1_1 .. k, I a 2- 2' . 1� C__� 1, , - , , - ., -, , , , ____ . I- t" , a I 0 L I � 0 a[ I -t-- -- --t PC) I 4 � : I i�_...4 , , , " . 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I 7_ . . ........ ......... �C...l W7, Attenuator iin VDOT Std. GR- rokernoster T V q ---------- at- 2 CON 24 _T0, BE R� .... ....... .. ....... VDOT, TYR#4M . . .. ........ 20QQ',J ...... MOVED .... .. M QUIT TO �:BE -7AI .jNSTALM 7- ...... on- .... ........ c, 'cre e biop --VDOT ST6 ....... . ....... .... ...... wc_ 7777�7--' CG-2, TYR I 'Ila . ..... .. :t. '1�_ GV ... ........ ..... . ..... CC-2, TYP, .. . . ... P 1:e _127-(sy W . ... .... . ........ .... 'Mo S��t "n s ing 12 Water Line ........ .. .. EX[ ti ;n ROUTE 9,9 NDL 5-3 P� R2-4 . .. . ..... ........ . .. SPECD 200' Exist, v ... ..... .. .. c\N VDOT STD. ....... .. .. C _�N ... .... ... ............... . . ......... . 5' Mi .... .... .... in. Mi . .. ....... -7 1/0 --3/0 . .............. .... - ---------- . ....... z. ...... . .... ... - - - - - - - - - ..... .. .. .. .... ......... .... ... ... ... �O R2-4 .... ........... .... 0 0- G J . ..... .. .... 0 SIONAL POLE LOCATI i ON, TY 7. 40 Seperation in Fie �_J H orizontal Id. ..... .... .. .... ... ;>........ .... . ..... .. . ... ... ............. V, J A� 4--1 FOR INFORMATION ONLY D 4 T;�I IEL R HINES MAJOR SIT PLAN AMENDMENT FOR -,o Lic. No. 04 , �1 76 �z A V HOLLYME D TOWNCENTER, AREA B N As, io District/ Albemarle County, Virginia RD' ENGINEE & SURV PLC. 1350 STONY 01 D P 434) 984-1599 Sl�ect No: Drawing Title: GRADtNG/UT1LtTY PLAN S3 of .4 Scale: AS NOTED Drawn By. JMS File Name, 32-43-MA2.DWG Date., 12.6.04 Checked By. TRM Project No.: 1132 DEMOLITION PLAN 10 5 2.5 0 10 1 "=10' ADA INSTRUCTIONS TO CONTRACC`IOR. CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME, FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLC)PE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (114" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE. BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE, IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, (CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. M110NC' LEGEND BC = BUILDING CORNER BS = BOTTOM OF STEP CC = CORNER OF COLUMN CR = CORNER OF RAMP FFE = FINISH FLOOR ELEVATION TS = TOP OF STEP G = GRADE SPOT -RE ' E1 L,- `Y CES "TOPOGRAPHIC SURVEY FOR PROPOSED HANDICAP RAMP TMP 32-43, HARRIS TEETER STORE HOLLYMEAD TOWN CENTER ALBEMARLE COUNTY, VIRGINIA" ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA 22902 FILE NUMBER: 8202 DATED: 03120/2014 10-_-----5 - 2.5 0 10 1 "= 10` STANDARD DRAW ING LEGEND FOR ENTIRE PLAN SET - _ — (NOT TO SCALE) EX/5'17NG NOTE TYPICAL NOTE TEXT PROPOSED NOTE - — CURB AND GUTTER CONCRETE CURB & SPILL CURB TRANSITION CURB GUTTER DEPRESSED CURB AND GUTTER TYPICAL ---- ---— LIGHT — - TYPICAL —� SIGN —__- PARKING COUNTS � X`\. /.. i — -- _ _ -- -- CONTOUR - ---- 555 -- _ —_ LINE --— 554 SPOT C516.00 TC 516.00 ELEVATIONS — BC 515.55 SANITARY ---- - S --- - -- SEWER MAIN -- - HYDRANT - ---- --- �' --- -1� SANITARY ( 1 MANHOLE WATER VALVE ---- --------- —---------- CURB Ifs tl --- --- - - INLET -- —CLEAN —� ---- �J -- (---- OUT r,._ �.,��{{�...-LL�JJrtt.,,-•v�-.•�,�-`.r_.�,"tE �s'.v`�r--�.;. -�, �-�r-��r-�r--",,.`ti.f-v--v-�,,.�.. �r BIJN.0 I IG / 'LA . 1, :l Mr-01)1iYD: `f.U} ,)PA(. L'. 11.111-1[)0i,, (f} 30431t .1r o "`t/ti000x4.5:.:.S 1 I c rlRetllt( t .<I i I I ins_ 1t t.,_� {'•I ,J! (li; 1;374 S;''it,f; `; ;`I -I IJIA':_ 32. IIANI()It;t' ' ISSUED FOR CONSTRUCTION SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT (3) SIGNATURES BEPC PROJECT # REVISION DATE: L O I_ K � � L < Q s to U ¢ wz 0>ZW�Z k= 7 Z W n , I -I t �zOU-Z w m W �� u LL! Z qS � U� QrL g J C M�•I r� 00Hll 0ii CO F- cn 3. LL 0. O w (� W W����i�♦ � a -0 Q o 3 z s w�.! /a J O li 2 - U ¢ o Y- o0 OZZ>J W y, Z O cC u' =z0LLLij of 1)coz<z� 9m 0 _j0 LU oQ U) Q Ql 0 O f z z W W L4 n ao O z O C y z �; o; J w f (� J a z r czo z zo O Z o 0 20 � z REVISIONS REV DATE COMMENT ^ 8Y THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING; TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYILAND, THE DISTRICT OF COLUMBIA, AND ]DELAWARE CALL - 811 (WV 1-800-245-4848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777)(DE 1-800-282-8555.) APPROVED FOR CONSTRUCTION PROJECT No.: V132051 DRAWN BY: JAZ CHECKED BY: DRH DATE: 4/9/14 SCALE: 1 "=10' CAD I.D.: SSO PROJECT: ADA IMPROVEMENT :PLAN r�( FORO /� (4 °H X-17 Ls l Y l I TOWN CENTER E LOCATION OF SITE US 29 & TOWN CENTER DRIVE ALBEMARLE COUNTY, CHARLOTTESVILLE, VA BOH LETS. E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com SHEET TITLE: ADA IMPROVEMENT PLAN AN SHEET NUMBER: I OF 2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN