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SDP199400044 Plan - Approved Final Site Plan and Comps. 2016-11-09
(-214 Crozet Avenue . ADA Renovati* on 1214 Crozet Avenue Crozet, VA. 22932 SERIAL NUMBER.: NR.SP VERSION: BULLETIN: www. lit tiecnline.corn This drawing and the design shown are the pmper#, of Il#/e Divmrs d Aichitectnrai C,,=, ing: Tbr reproduction, copying or other use ofibis drawing without their written consent uprohibited and any irifiingement will be m4iect to legal action. ® Utdc 2016 L 1 Issue Date & Issue Description By Check 01 09/27 16 OWNER REVIEW SUBMITTAL _T O2 09 3Q 1 fi PERMIT SUBMISSION [Seal/Signature I.Project Name 1fZ /b' Bank of America — Crozet ADA 223-6372-00 LAYOUT CAD F€€e Name Descr€pt€on COVER SHEET I Scale 1 1 i 0tS"1 a VYr_a 1 1"'''/AKlR1 UK1Y G VICINITY MAPCHARLOTTE, NIC 282'17 SCALE:1" = 2000' DAVID POWL.EIN, RLA (7t14) .fit -3472 dpowlen@liftleomline.com SHEET INDEX CO.00 COVER SHEET 01.00 EXISTING CONCDITIONS 01.10 DEMOLITION PILAN & EROSION AND SEDIMENT CONTROL PLAN 01.20 LAYOUT PIAN 01.30 GRADING PLAN) 02.00 SITE DETAILS 02.10 SITE DETAILS ADA Renovati* on 1214 Crozet Avenue Crozet, VA. 22932 SERIAL NUMBER.: NR.SP VERSION: BULLETIN: www. lit tiecnline.corn This drawing and the design shown are the pmper#, of Il#/e Divmrs d Aichitectnrai C,,=, ing: Tbr reproduction, copying or other use ofibis drawing without their written consent uprohibited and any irifiingement will be m4iect to legal action. ® Utdc 2016 L 1 Issue Date & Issue Description By Check 01 09/27 16 OWNER REVIEW SUBMITTAL _T O2 09 3Q 1 fi PERMIT SUBMISSION [Seal/Signature I.Project Name 1fZ /b' Bank of America — Crozet ADA 223-6372-00 LAYOUT CAD F€€e Name Descr€pt€on COVER SHEET I Scale 1 1 i 1. EXISTING CONDITIONS PLwA 10003 DEREKWOOD LANE .�SUITE 20 �3�' s tants LLCLANI An , MID 20706 Formerly known as 301.731.5551 Dewberry & Davis LLC 301.731.0188 (FAX) www.dewberry.com SCALES 1" =10'-0" Bank America Crozet ADA Renovati* on 1214 Crozet Avenue Crozet, VA 22932 SERIAL NUMBER: NRSP VERSION: BULLETIN. www. lit tleonline.com This drawing and the design shown are die pruperto ofCattle DaversafiedArcbiteciural Consulting. The reproduction, copying or otheruse of thu drawing without their written consent is prohibited and any ii0ingement wall be subject to kgalacdvn, (D €. We 2016 AIssue Date & Issue OWNER REVIEW SUBMITTAL 02 0930/16 PERMIT SUBMISSION Seal(Signature Project Name Bank of America - Crozet ADA 223-6372-00 PROTOTYPE LAYOUT [CAD File Name Description EXISTING CONDITIONS PIAN Scale Check I - F I'll — N\I "ROZE-7 PARTNERS, LLC PJS'. 2206 P. 408 — . I i * � .�,,� , i. � .... - .. BRK&FRM -.1, -1 [ , - �� � 1. ". — , I.. I , . n�l 1:.:�. N r�� � I _�� �. � I . .... . 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'41.,19- 1�., , `_ ,T,- -/,,, 7114 1 � � �, I J.'I 9 I - i '437 7111,01 t 711 1. 2f, , , . , . �12 1� � - 7 � I I . �� I 4 I 1�. I 1. I\ - � 1� � � \i . i 1� � ;, � i 4 71 I, f."? Z ,,�, �s , 71 i � 06 � e " -/-1-7'11, 1 " _ I " . -- 71 0. 69 ; � Z . t � . , Z I � I , � . � . I • � I � Z _. � - . : I Z ! I . � I q I ,j /il: __ . I � . � . I . . � � Z i � � .11��, i i � .5_7�'; 1 26 �_ 11' , , � , � � � r ;; 3.05 I I . CONSTRUCTION OF A SILT PENCE (WITHOUT WIRE SUPPORT) 1, SET TM STAKE5, 2. EXCAVATE A CX 47 TRENCH . UPSLOPE ALONG THE LINE Of STAM, 3. STAPLE FILTEIR MATERIAL TO STAKES A,ND ),�XTEND IT INTO THE TR'8NCH, 4- BACKFILL AND COMPACT �THE EXCAVATED ,SOIL, I..I. . ;/-1 i ; � I l , . - � ; _. / --.,. 7 1 cl � I I � . 1 ,'7-�-,--11� f i I Source: Adapted from. Installa J' pf &mw_ and Fabry Filter -, . ,. � i ; . . - � � : i I � I _ . I Harriers for Sf9Ln1MU_Q= Wr Sherwood and Wyant Plate 105-2 ,.�.\�,,_. ��_-__�11 , ,�Z` � � ; I/ ;; I I - , ,� S- .1.11 I �f �' I I �, -1 - '- ti - -\ - 1,� -'- �OD , � I Z ,\ , �� , � ._', . - , L) ) ; 1. . . '. . , 1 51 ! I 1h i. . .� �! .1� M ,,,'�- I - . I F �1.1,� k ' z - 4,11- r 1. � I -y"', ' "' I ,� . � � _, . - , I I 11 .�11�." �---- ; I I t? - .1� % , �\�7 711�80 , . -�, I 11 . - I . _V_ - , \ 111-25 ' ',*- " , 7". 2,, \,�ZIX H -�, -/ I 1. 5'i \ , , " \___-V qr :� 4 ,---, --17 8 i, I . r 1- . i , , _� ,-, , I 1�7 - - r . 7111, 9 7 712.38 - 11 I , - , _i� / - - I .... ... I... 7i.11.1.1- � - , --J, i.63 - Z! - 7,� I.- .�_/ _/._ - li./,�... . _i_� t 11T., 1992 3.05 , 5 � -!�V/- _.. � � � t l - / � 7 -117/, I -.11" I ; 11 ... - � - � '1. 11,11 f \ . � ... I *0� " - .- - , "I , / , �% 7 - , /,Z / , t ... �/, � i 11' -//- z' I' -:� I / . � , � �_., L_ - �j .1 - - � t - / ; 2- , Q 6' ",'�'. 7) , , / 11 ... I I , - � I . I/I , � -, -, 1, __ . . . . . . . . . . . - � - Lu � - ,,, � <� "_.�, / I 71 2-5' ':,. / - " " , ` '_�' . -111, , , 7- / ` , 6'. " _,, , , ,j ....... .. -�4�'�� , � 1. , ... j :. � ", �� �-_ -/ N - -1 I I . I Ik t � -111_ I ; ",_ I 4\ . 1.�___ - // � I . I "I i r� � � �,,_., ,. � �.. -I'.. ? �- 1. ,_41. 11, I/ I I 'I _�_ 1,�;, _7tt•, / �./- / , f� : -� - j -, � ;.._.;� - " --.-",--- f,:.l i !�9;� . I -1 I �', � , "I 1, I o � I I - , , I . 11 ,.. - . t� - Z I - ';7,,� 1'. / � 11_ ; /I , - , 'r — , . __ � 1: ... � �� - I ; . , /�' , — I � - - , ` T , � � — , -1 '. '/ , --f. I _� I— - , , r•• � , , ; -.1 �� j ,�, � - , z 'i I , , . , - , , �,C - _:?` � _11 -1 - ..... . / � .. , "', , / i , / _/ , ( - , r� --_�, ,� ,Maj=nan" A,� / " .. - , :;�:� � ,/ - _ - , I _/_ lv___'_;� �'. ) - � .- I - / 1. Silt fences sh.-ill. be "pected imimediatel after each rainfall • and at least daily during , " � , � I . / -, I . ,,, ., ; � I ,. : ., I � . _ _I _-, ,-,f,., " �,- " i - / -V- -I . - 71 A../, I . I __.'�;",� � . ; , �: '-_ , . y . �� Z 1"" I _ , _,, -_ 1� " I'll-," I � e '_ - �' _.��, �., I , . I - L_ 7 � I 41 ,.' , , I I � .". 11;,�_4 i"'7- / _7-,,� -- _,: , .: t _��,� I - � !�� � r- � � .,.,- - , ". , I � � 1, � , . - , ; i %1;111 �, , . "'_ I � . Any required repairs shall be made immediately. S"A " " , , r - � I - , - . I � _ � ; 11-1:11 , '_ 11 prolonged rainfall. . 4 1" �4� ,,;' � . - 1-11 ._� � 11 . �.�,� _�� _�/_,." . ''J.- . . __/_ --i 4 � � __ -,, � 1 -,/. -,-.,, — i "" 7`1 -- _�-� 4�:_ . " - ) : I - - ( �,Z'7 7� I- .� 1 � � . � � - 1 ,'P�, _1 - - ---- f 7, � / 1. I -Y' " I .. ... i-, il- -I �� -�, "• .. - , -', . ..... �. 1, �� I �. � "" - 4�� i /-,�Zl j / � , Z-, , . - -, ", " � �t � I- I I , , _� , , - - --- ,y- I --- !" '" ,�a_.. . I .,I- , �r /I ... e�,, - _ / - . I - ,�, - __ ...... . -'s -1 .... . � . . ...... ... -� � � ,, , 2. Close attention shall be paid to the repair of damaged silt fence resulting from end � s I.- __ _), ", I I 1� - I ..... _ .". 1 "--4-- ,; _�� / j - �. / -, 1.1,� H 4� ", -- � __ - , I . C - ;'_v -j-;_ / ", _4 , 'i � �� , -/ - 'ib' 6� � i,<)` - , �, � 11 /.��/ , ��', , , . I - __ - - / y , ,� , ,�,,� -- ,�".i - - � � �', � I Z .. - _. - 4�t d undercutting, . - , /�rity , . - ,..�� , _/1 - ♦� z -1 runs an , �, , - � , -�, - ,./ " 0 � , . - . I - r ,4 tr-2 �,,�, `,� " �_,2 " _A� , i '-i- �ii, g -7 . -1I 'y 1 6 t � .1-:-�, J, , -- j , ,7,i - /, 11 , � -__ i - . - - _-,, - 't.,,' -I \ - , �_/ - � 'I. - �., - ... , F , . �-.. I __ 1, , J � I_/ ,, 11 I I 11 / _,!,_,��,,., 1- , -/- , i--�� __)��71 I , I , �. I , �`� 3 \ I -11, --- � _ � I � � 3, Should the fabric on a silt fence decompose or become ineffective prior to the end 7- - / . H % �. , , _,,�...�. �. " 1, - I � -` -` - � I I , '' _1� � _ �./ -,-,/- - J It , t, I -IT 1 Fri--, ` - , , " - __1 " � ,/ -_t_� --7_� , I.1 - , �__,,� t _-- -1/ 11 --- � � - �.. I- /_ ,'.. -1 , , --I.'. v� . .,�_/ 4--.1 .- 11 11 ,�-,-, .� � /�,-J�, _�� / _ .1i,� - j 'l -RI __ - � � - ? � - 11- / - I __, / . 11-111-1- "I - Y-4 /(1111 - / / T., �_ 't__ / f ., " � ; of the expected usable life. and the barrier •stiH be necessary, the fabric shall be , � I I � / I ["I - -.- - --I I . . I ,.-,..-. _ --- ____ -,- - 1. . 1-1-1..-_,.. _. -1.1. I- -_ -1 "I _ .. . ..... .. ... . . - -1 .; aced prormptly. 1.11 i --I - �•// - - y " - , � I ) j . � Z - 7' �/ / . - , , , ", �_ -1 � .1 �-/� ---1. �. � I replaced I -.,-:, , � it ,:,.1.1/... ... �� .. ,f,, -/-,.l " - ��__ I Ily , . P , - / -1/1 , � - ,tj 1, - ,"'I. 1i ___11 __� j z , . , I" - � � . r , , , � , , I ... .. - � ,7!�14 1 , y-'_-,-'.-_ .� _ ! - - � - _ " , __A-_/,. .. - I ,i__ I - - - -, 4 I - / - ,�k I,_ Z., - / 1 4. Sediment delposits should be removed after each storm event. They must be �_ " I I ,>,,,,,``f`` _/k�l , _4.�,__ I .11-1 -�-� - - -4-- " " A 11. . � . . , , I 1/, - x " I - 11 I '� � � .1, � - - -� --I � y �_ 1__� '� - - * � -n deposits roach approximately one-half the height of the barrier. _'i"11- I � removed who. - - - - " � , . -,�,� -,-"�!Q `�7 -, - - _ T:J,Z�. ,� - - _I ._ � � �' - , � i �:, , �,_ 4��': �, Z I " /. �_ - '��_.-_ I , X_:,.-��,,- - � � -, ��11' " 11- ! . -i 'I _j L - - i - ,!�,_ " - -/1- ,'t-.-1-,' 7- 7� ,/ , I -'Y_ - Z _,�. .... _1 -, - ,_., - , -4 ', - , , - _-7,-.-I" - , - � I ,,-, ,/ - - I "I - I - - 1,, i�! , � ,/4-1 , - I I / \ I - " I " I "I --/,,j' ,4. ; "'I' � � -f—I ,1 - - "-/- I I I L \ 1.'k 4 t / , i I I - 'Lj��'J`- - - -- .-I , t - � - 5< Any sedirnewt deposits remaining in place after the silt fence is no longer required "I. 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I . 1- , A� , i � � l. -_ , -/," � - i . z 1 "t �. � � , � '" .1 �� I "7k� �1'1 1"' ", �11 - _ - " 1� , � � , ,- . . . . . .. .. . . ...� . � . . . .... .. , . . . . -_ I . . . . . . . . � .. .. � . . . . � . . . I . 4. . � 7 . . . ,� ... . .: . � .. . ...... .. . .; . ;... � -071 . . . . - . . . � 2.. DEMOLITION PLAN . � ',..:'- *..�*...� . � SCALE: 1" = 10 . . . � ... . .... .. . . . � . 11 � . .... I.. ... ... . . . . . . . . I . .. .. . . . . . . . . � I . . . GENERAL NOTE.. SI DEMOLITION NOTES: I . ...... ..:... .. ... . � � . . . . ., . THE -DESIGN WITH. ARCHITECT./ ENGINEER'.'PRIOR�:.To..,:..��'.....,.. .1 .... PRIOR � � . . ... - . . . ... ... .. I � . 0 . � . . .— . � . . . . . . � ....1. 1, ALL TRAFFIC CONTROL . SIGNAGE AND STRIPING . . - JO . �CONFORM-*.10::j . HE . :. .: . . . I A. SAW CUT AND REMOVE EXISTING CONCRETE SIDEWALK D. REMOVE EXISTING SIGNS ON BUILDING. REPAIR/REPAINT a , ...�. .. .: �.,..: . ''... �.... � .....- MANUAL ON UNIFORM TRAFFIC CONTROL, DEVICES:: 4U. T.C.b.). . .. I . � . � . .- . . .. :.. 1. - .. I . � . . . .. . ... .... . � : � * .' . * � BUILDING AS NECESSARY. I .-Al .. , . � I . . . I . : - ...'... . . . . .. . . .1 .... . rPAVEMENT.. B. SAW CUT AND REMOVE EXISTING ASPHALT PAVEMENT DAMAGES TO .. �', . ! 2. ALL CUTS SHALL BE MADE BY CUTS�:AT'NEAREST..... � . . � . .HARDSCAPE. . . " . . .. . . � . 1. . .. . . . . . . . , . - 1. . ... ....'. .. .- . �.: � �: _..*...1. . 11 � . . . . � . � � . . . E. EXISTING BUILDING COLUMNS TO REMAIN AND BE I..I . . 1. I . : .. . � .� . r EXPANSION JOINT. EXISTING. ELEVA11ONS SHALL.,i'BE.,.�:FAELD : . . . . . .. '. . .1. � .. .. . . . . . . . , . . . . . . . . . I PROTECTED � I � Know what's below. . � � . . .. . - .. � � . . . � ... I �. I VERIFIED AND MATCHED. .. . . I.. ... .. �... �.. �.::... . . . . . . . . . . - � . . .. I . /a G. before you dig. .. .. .. I ... I . . .... . � . C. SAW CUT AND REMOVE CONCRETE CURB � 3. CONTRACTOR � CONDITIONS: TO. .COORDINATE ANY CHANGES..IN FIELD.1'*:-CONDITIONS:'� THAT - .. . .. FIELD;: . . . I MAY REVISE . . � � . . . . ., . THE -DESIGN WITH. ARCHITECT./ ENGINEER'.'PRIOR�:.To..,:..��'.....,.. .1 .... PRIOR � � . . ... - . . . ... ... .. I � . . I . PROCEEDING. - ... . .... . - . . . ...., .... � :.. . . . . .. . .1 . .. ... �". � - ._ � �. . D. REMOVE EXISTING SIGNS ON BUILDING. REPAIR/REPAINT � � . � . .- . . .. :.. 1. - .. I . � . . . .. . ... .... . � : � * .' . * � BUILDING AS NECESSARY. 4. CONTRACTOR I .. . � � . � IS RESPONSIBLE TO REPLACE AND/ ....*.� � . I .. . DAMAGES TO . . . * . . . . - . .. . _ . THE EXISTING LANDSCAPE, IRRIGATION,- POWER..�.AND/ . � . � . .HARDSCAPE. . . " . . .. . . � . 1. . .. . . . . . . . , . - 1. . ... ....'. .. .- . �.: � �: _..*...1. . 11 � . . . . � . � � . . . E. EXISTING BUILDING COLUMNS TO REMAIN AND BE . . . . . . .. '. . .1. � .. .. . . . . . . . , . . . . . . . . . I PROTECTED � I . � . - . . . . .... . � . ..... . . . . . . . � . . . . .. ... . I . . . I . ... I.. I . . . � . . � � . . . . . . . I � . ... . I . .. .. I... .. . . . .., . . . . . . I F. EXISTING BRICK WALL TO REMAIN AND BE PROTECTED . I - � I I . � . � . . . . . . . . . . . . . . I . . . .. . . . . ..... � . . . G. . REMOVE EXISTING GUARDRAILS AND REINSTALL AFTER Bank of Amen"ca Crozet aion 1214 Crozet Avenue Crozet, VA 22932 SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w - I i t t I e o n I i n e , c o m This drawn ,g and the design ,ch,vw are the property ofLi#kDiven-ified,4rchikelgraIC,?=,6ing. The 1*mdw1* copying or elbff we oftbkf drawing without tbdr Aiiven ,-mwa ispmbibited and a* 1nfn-q9ement;nd be s;, -,d A, legal action. nC Little 2016 IA Issue Date & Issue Description By Check - 01 — 09/27/16 OWNER REVIEW SUBMITTAL — 02 . . 09 0 16 PERMIT SUBMISSION — — — ISeal/Signature IProject Name 7/1-, 7//6" Bonk of America — Crozet ADA . 223-6372-00 1 PROTOTYPE LAYOUT I CAD File Name IDescription DEMOLITION PLAN & EROSION AND SEDIMENT CONTROL PLAN IScale AKE t+ NF �.I I ,T PARTNERS, LLC PA3. 220* P,x-08 J AN K QE' OL. COL,AMFRICA CROETPARTNERS,�� j(� f'J�J'$/��y p�E.LC P-8. e. 2206 P. 4{ I8 3. LAYOUT PLAN SCALE: 101_0 GENERAL. NOTES- 1. ALL TRAFFIC. CONTROL SIGNAGE AND STRIPING :TO CONFORM TO THE .. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.0.'T.C.D.). 2. ALL PAVEMENT CUTS SHALL BE .MADE BY.:;5AW CUTS.. ATNEAREST CONTROL OR EXPANSION JOINT, EXIS11NG ELEVATIONS..SHALL BE fIELD VERIFIED AND MATCHED. 3, CONTRACTOR TO COORDINATE ANY CHANGES; IN: f IEL;D: CONDITIONS: THAT MAY REVISE THE DESIGN WITH ARCHITECT.. /: ENGINEER PRIOR PROCEEDING, 4. CONTRACTOR IS RESPONSIBLE TO REPLACE fiND/OR :. REPAID :ANY DAMAGES TO THE EXISTING LANDSCAPE, IRRIGATIUN::PCiWIR ANC}/{7R:. HARDSCAPE. SITE LAYOUT OUT NOTES: 1. NEW CONCRETE SIDEWALK — SEE DETAIL 1 /C2.00 2. NEW HEAVY DUTY CONCRETE — SEE DETAIL. 2/C2.00 3. NEW CONCRETE CURB — SEE DETAIL 4/C2.00 4, CONCRETE CURB TAPER — SEE DETAIL" 5/C2.00 5. DASHED LINE INDICATES ACCESSIBLE FLUSH SIDEWALK/PAVEMENT — SEE DETAIL 6/02.00 9. ACCESSIBLE EGRESS LANDING, MAXIMUM SLOPE TO BE 2% IN EACH DIRECTION, LANDSCAPE ARCHITECT WILL INSPECT THIS AREA WITH A 2' DIGITAL LEVEL TO ENSURE COMPLIANCE PRIOR TO FINAL APPROVAL - SEE DETAIL 10/C2.00. 10. NEW CONCRETE STEPS (2 RISERS) WITH HANDRAIL -- SEE DETAIL 11 /C2.00 11. ACCESSIBLE ROUTE — CONTRACTOR TO ENSURE THAT THE RUNNING SLOPE 1DOES NOT EXCEED 2% FOR LANDINGS, 5% FOR SIDEWALKS �& 8% FOR RAMPS AND THAT THE CROSS SLOPE DOES NOTr EXCEED 274 ALONG THIS ROUTE. 12. 4" WIDE WHITE STRIPING .6. NEW ASPHALT PAVEMENT — SEE DETAIL 7/C2.00 13. 45' ANGLED "NO PARKING" STRIPING 7. ACCESSIBLE STRIPING AND SIGNAGE — SEE DETAIL 9/C2.00 14, NEW SIDEWALK AIND CURB TO MEET FLUSH WITH EXISTING. 8> NEW ACCESSIBLE SIGNAGE IN BOLLARD — SEE DETAIL NOTE: SEAL ALL JOINTS POST COMPLETION OF CO?NSTRUCTION ACTIVITIES CAUTION•.. Know what"s below. Call before you dig, The locations and elevations of existing underground utilities as shown on this drawing are only APPROXIMATE. No guarantee is either expressed or Implied as to the completeness of accuracy thereof. The contractor shall be exclusively responsible for determining the exact utility locations and elevations prior to the start of construction GRAPHIC SCALE 8/C2,00 & 9/C2.00 15. THE CONTRACTOR TO INSTALL TEMPORARY SEEDING IN ALL 10 0 5 10 20 40 DISTURBED AREAS NOT COVERED BY PAVEMENT UPON COMPLETION OF (CONSTRUCTION AS NECESSARY. CONTRACTOR TO INSTALL PERNAANENT SEEDING DURING APPROPRIATE SEEDING SEASON.. CONTRACTOR TO REPLACE VEGETATION TO MATCH EXISTING, Vj 1 n , _ W ) Bank of America Crozet ADA Renovation 1214 Crozet Avenue Crozet, VA 22932 SERIAL NUMBER: NRSP VERSION: BULLETIN: www, lit tleonline.corn Tbu dram'ng and the design shown are the property of URk I:3ivetsifW Architectural Consuhting. The trPrraU& r on, copying or other use of Ibis drawing without their written consent is prohibited and any Infringement al6e suiijert to Iegd action, 9 Utte 2016 L Issue Date & issue Description By Check 01 09 27 16 OWNER REVIEW SUBMITTAL 02 09/30/16 PERMIT SUBMISSION Seal/Signature CAD Pile Name Description SITE LAYOUT PLAN IScale '-ria r��'•�-+., � Ma. TOi'} lTt%il�,t$ Project Named Bank of America -- Crozet ADA 223--6372-00 IPROTOTYPELAYOUT CAD Pile Name Description SITE LAYOUT PLAN IScale GENERAL NOTE 1. ALL TRAFFIC CONTROL SIGNAGE AND STRIP ING:.m::CONFORM; :TO: THE MANUAL ON UNIFORM TRAFFIC CONTROL :DEVICES ::(M U.T:C.D:}, 2, ALL PAVEMENT CUTS SHALL BE MADE BY, SAW CUTS SAT NEAREST..:-.,. CONTROL. OR EXPANSION JOINT. EXISTING. ELEVATIONS: SHALL:: BE...FIELD VERIFIED AND MATCHED. 3. CONTRACTOR TO COORDINATE ANY CHANGES` IN: FIELD: CONDIT10NS.::"THAT MAY REVISE THE DESIGN WITH ARCHITECT/ ENGINEER:`PRIOR:. TO: PROCEEDING. 4. CONTRACTOR IS.. RESPONSIBLE TO REPLACE AND/QR:.REPAIR ANY.:.....". DAMAGES TO THE EXISTING LANDSCAPEi IRRIGATION,.:. POWER. -AND VOR: HARDSCAPE, ACCESSIBILITY T'Y NOTES ADA REGULATIONS MANDATE A MAXIMUM OF; 2% :SL9PE '.{N ANY DIRECTION IN. ACCESSIBLE PARKING SPACES AND:ACCESS::AISL:ES. ADA REGULATIONS MANDATE REQUIRED EGRESS:..- IDEWALKS `FROOM PARKING TO THE. BUILDING ENTRANCE. AND: PUBLIC :RIGHT OF—WAY CANNOT EXCEED 2% CROSS SLOPE AND::8 3%`:RUNNING SLOPE. ALL GRADES IN .THESE AREAS WILL BE, VERIFIED::.BYARCHITECT,.:_. (USING A 2' DIGITAL LEVEL) PRIOR TO.: FINAL .:APPROVAL: GRADING NOTES: 1. VERIFY ALL EXISTING GRADES. REPORT ANY DISCREPANCIES TO ENGINEER. 2. ALL NEW CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS FINISHED GRADES. THE GRADING CONTRACTOR MUST MAKE ALLOWANCES FOR THICKNESS OF PAVING SECTIONS, CONCRETE SLABS, ETC. WHERE APPLICABLE, 3, THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY, ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION, WHETHER INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTION, SHALL BE FINE GRADED AND SEEDED TO ESTABLISH A PERMANENT LAWN. 4, CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY, STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR THOSE LEFT WITH LESS THAN ACCEPTABLE MINIMUM EARTH COVER SHALL. BE RELOCATED AS DETERMINED BY THE ARCHITECT. 5, NO SLOPES SHALL BE GRADED STEEPER THAN 3:1, UNLESS INDICATED OTHERWISE. 8. ANY GRADING BEYOND THE PROPERTY LINE INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLA1nON AND IS SUBJECT TO A FINE. 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF --SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 8. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS, REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 9, CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO PROCEEDING, 10 Know what's below. Gall before you dig. CAUTION! ! ! The locations and elevations of existing underground utilities as shown on this drawing are only APPROXIMATE. No guarantee Is either expressed or implied as to the completeness of accuracy thereof. The contractor shall be exclusively responsible for determining the exact utility locations and elevations prior to the start of construction GRAPHIC S CALE 0 5 10 20 40 10. ANY UNSUITABLE MATERIAL ON SITE IS TO BE .QUANTIFIED BY A GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS UNCOVERED. 1 11 10 1- 01-0» Bank of Amerl*ca Crozet ADA Renovation 1214 Crozet Avenue Crozet, VA 22932 SERIAL NUMBER: NRSP VERSION: BULLETIN: www.IittIeonIine.corn This dnw ing and the 4z n shown an the property ofLi#k DiimiftedArcbitectural Consulting. The reproduction, copying or other use oftbir drawing witbow their written consent is prohibited and any infringement will be su�'ea to legal action. Q Utdc 2016 � Issue Bate & Issue BMITTAL Check ISeal/Signature Project Name �/,, I, - Bank of America — Crozet ADA 223--6372-00 PROTOTYPE LAYOUT CAD File Name Description GRADING PLAN Scale 2' 3'-O" MIN. 3* -0".- MIN. 21 10'-0" 1ACCESSIBLE EGRES 0)) - - �F-" NOT TO SCALE G SURFACE COURSE: 2" SUPERPAVE MIXTURE HOT MIX ASPHALT (HMA), 9.5MM, PG 64-22 HOT MIX ASPHALT BASE COURSE: 3* SUPERPAVE MIXTURE HOT MIX ASPHALT (HMA), 19MM, PG 64.22 987 COMPACTED 4" GRADED AGGREGATE SUBBASE (GASB) 987 COMPACTED SUBGRADE NOTES: 1 THE PAVEMENT SECTION SHALL BE PLACED IN AT LEAST THREE SEPARATE LIFTS, AGGREGATE SUBBASE, BASE COURSE, AND SURFACE COURSE 2 EDGES OF NEW ASPHALT PAVEMENT SHALL MEET FLUSH WITH ALL ADJOINING EXISTING OR NEW PAVEMENTS 3. IF THE EXISTING PAVEMENT SECTION IS LARGER THAN WHAT IS SHOWN CONTRACTOR SHALL MATCH THE STRONGER SECTION ASPHALT PAVEMENT NOT TO SCALE CTION HQTE5: 1. A CONTROL JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE PAVING AT 12' ON CENTER OR AS DELINEATED ON SITE LAYOUT PLAN. A 1/2- MAX EXPANSION JOINT WILL BE REQUIRED WHERE THE PAVING JOINS ANY RIGID STRUCTURE. A SAWED SCORE JOINT MAY BE USED IN LIEU OF EXPANSION JOINT EXCEPT AGAINST RIGID STRUCTURES. 2. ALL CONCRETE TO BE AT LEAST 4,500 P-S,I, IN 28 DAYS. 3. 1/2" MAX EXPANSION MATERIAL WHERE PAVING ABUTS CURB AND GUTTER. 4, SLOPE SHALL NOT EXCEED 2.07. IN ANY DIRECTION. IN THE ACCESSIBLE PARKING AND ASSOCIATED ACCESS AISLE SHALL NEVER EXCEED 2.0% IN SLOPE ANYWHERE. 5, NEW CONCRETE PAVEMENT SHALL MEET FLUSH WITH ALL ADJOINING EXISTING OR NEW EDGES. OF PAVEMENT PLACE WIRE MESH 3" FROM BOTTOM OF SLAB. CHAIR WIRE MESH 18* O.C. EACH WAY. 6" 4,500 PSI CONCRETE WITH ION 10" W2.9xW2.9 WWF 4 L�-- 6" COMPACTED AGGREGATE BASE COURSE - COMPACTED SUBGRADE r -DUTY CONCRETE NOT TO SCALE NDLEL.- 1, ALL 12"08" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND VIRGINIA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA. 4. ALL DIMENSIONS FOR PARKING STRIPING ARE TO CENTER OF 4" STRIPE. 5. SLOPE IN THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. SEE PLAN FOR DELINEATION CURB OR EDGE OF WALKOF SIGN COMPOSITION '\o (a) 21 NOTE: PANT SYMBOL BELOW ONTO PAVED SURFACE WITH 2 COATS. OF WHITE PAINT VAN R7 -8e 12*x6" CD I Mn ERWEV V P p Xa ARXING HANDICAP SYMBOL 8.0' � 8 0' I 8.0' H.C. H.C. VAN SPACE SPACE PLAN 9-� ACCESSIBLE STRIF NOT TO SCALE SIDEWALK SEE LAYOUT ow PLAN FOR DIMENSIONS SLOPE NOT TO EXCEED 2.07 IN ANY 4 4 4 4 CONCRETE 0� /0\ G FLUSH REw- HEAW.DUTY .4 p CONCRETE * 4. 4 1/2" MAX. EXPANSION JOINT ACCESSIBLE FLUSH SIDEWALK PAVEMENT WHITE PAINTED SIGN R7 -8a PENALTY 200 EXP. NOT TO SCALE LINES/SYMBOLS Z MAX tMWM T%70y SIGN R7 -8D 4LOCATE EXP. JOINTS Z BOLLARD - SEE PARkmo 90, tCL -x R7-8 V SLOPE NOT TO - FINISHED GRADE CONCRETE W/ WWF R7 -8D 2% IN ANY DIRE 8.0' � 8 0' I 8.0' H.C. H.C. VAN SPACE SPACE PLAN 9-� ACCESSIBLE STRIF NOT TO SCALE SIDEWALK SEE LAYOUT ow PLAN FOR DIMENSIONS SLOPE NOT TO EXCEED 2.07 IN ANY 4 4 4 4 CONCRETE 0� /0\ G FLUSH REw- HEAW.DUTY .4 p CONCRETE * 4. 4 1/2" MAX. EXPANSION JOINT ACCESSIBLE FLUSH SIDEWALK PAVEMENT 1/2- SIGN R7 -8a PENALTY 200 EXP. NOT TO SCALE WITH MAX tMWM T%70y SIGN R7 -8D 4LOCATE EXP. JOINTS Z BOLLARD - SEE PARkmo 90, L DETAIL THIS SHEET -x R7-8 V FMRESIERVED 12"x18" FINISHED GRADE CONCRETE W/ WWF R7 -8D 24" DEEP BY 12 WIDE FOOTING MAXIMium FO PENALTY El 12"x9" S 250 EXPANSION JOINT SIGN POST 5. EXPANSION JOINT AS NEEDED X� I NOT TO SCALE �TA �Pl I �R NOTES: 1. A CONTROL JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED ft THE CONCRETE SIDEWALK AT EQUAL SPACES AS DELINEATFED ON SITE LAYDUT PLAN. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT LOCATIONS SHOWN ON .SITE LAYOUT PLAN, A 1/2- EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. A SAWED SCORE JOINT MAY BE USED IN LOU OF EXPANS10N JOINT EXCEPT AGAINST RIGID STRUCTURES. 2. ALL CONCRE.TE TO BE AT LEAST 3500 P.S.I. IN 28 DAYS. 3. 1/2- EXPANSION MATERIAL WHERE SIDEWALK ABUTS CURB AND GUTTER!, 4. CROSS SLOPE SHALL NOT EXCEED 2.07 MAX. --XCEED ,,TION (TYP.) 4" SIGN R7 -8e VARIES - SEE GRADING PLAN ASPHALT PAVEMENT OR CONCRETE J CRUSHED STONE AGGREGATE BASE COURSE 9ENEML MIE-1. 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15 IFOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SAPISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT 1THE USE OF TEMPLATES AT 10 FOOT INTERVALS. 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHIER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1" SHALL BE OBTAINED. 3. ALL CONTRACTION1 JOINTS SHALL BE FILLED WITH JOINT SEALER. 4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. 5. CONCRETE SHALL BE AT LEAST 4000 P. S. 1/8- TOOLED 1/2" RADIUS (TYP) MAXIMUM 1/2- SIGN R7 -8a PENALTY 200 EXP. JT. MATERIAL WITH MAX tMWM T%70y SIGN R7 -8D 4LOCATE EXP. JOINTS Z BOLLARD - SEE PARkmo MUTCD L DETAIL THIS SHEET -x R7-8 V FMRESIERVED 12"x18" FINISHED GRADE CONCRETE W/ WWF R7 -8D 24" DEEP BY 12 WIDE FOOTING MAXIMium . PENALTY El 12"x9" S 250 EXPANSION JOINT SIGN POST VARIES - SEE GRADING PLAN ASPHALT PAVEMENT OR CONCRETE J CRUSHED STONE AGGREGATE BASE COURSE 9ENEML MIE-1. 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15 IFOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SAPISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT 1THE USE OF TEMPLATES AT 10 FOOT INTERVALS. 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHIER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1" SHALL BE OBTAINED. 3. ALL CONTRACTION1 JOINTS SHALL BE FILLED WITH JOINT SEALER. 4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. 5. CONCRETE SHALL BE AT LEAST 4000 P. S. 1/8- TOOLED 1/2" RADIUS (TYP) 1/2- PREMOLDED EXP. JT. MATERIAL WITH SEALANT 4LOCATE EXP. JOINTS 0 30' (TYP.), OR AS INDICATED ON PLAN -x 7-7 CONCRETE W/ WWF W6x6 x W1.40.4 WWF . COMPACTED .. . . . . . . . . . . . . . . . . . . SUBGRADE EXPANSION JOINT CONCRETE S1 NOT TO SCALE RIGID - STRUCTURE 1/8. TOOLED RADIUS (TYP) 4 . L; 1/2" EXPANSION JOINT AGAINST ALL RIGID STRIUCTURES (SEALED) -MAX. 2.0196 CROSS SLOPE !-4" CON(CRETE SIDEWALK LOCATE CONTROL JOINTS AT A DISTANCE EQUAL TO WIDTH OF WALK, OR AS INDICATED ON PLAN. CONCRETE W/ WWF; W6x6 x W1.4x1.4 WWF ALSO PLACE IN TURNDOWN PORTION OF SIDEWALK COMPACTED SUBGRADE CrozCeA ADA Re-n-lovatioll 1214 Crozet Avenue Crozet, VA 22932 SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w. I i It t I e o n 11 n e. c o m This drawing and the design shown are the pmper 4 ofL#kDivemfiedArckteamralConsulting. The npmdarfion, copying or otber use of this drawing washout tbar vnaen consent uprobilvied and any infmigemw wall be sy�ect to legal action. @ Utdc 2016 Issue Date & Issue Description BY Check 01 09Z27716 OWNER REVIEW SUBMITTAL Seal/Signature 0- Z.7 BTU' Z 1" 140X1008 -w vl Project Name Bank of America - Crozet ADA 223-6372-00 PROTOTYPE LAYOUT CAD File Name iDescription SITE DETAILS I Scale