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HomeMy WebLinkAboutSDP200400068 Letter of Revision Letter of Revision 1 2012-05-29 (3) aM OF 8 gala* tiov 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 29,2012 Wells Fargo Bank c/o James Boyd 3490 Seminole Trail. Charlottesville VA.22911 Sidewalk and ramp addition RE: SDP 2004-68 Tax Map/Parcel Number 32/37B 1 Dear Mr.Boyd; This letter is to approve as a letter of revision the installation of a handicap accessible storefront entry,an accessible ramp, 1 new ADA parking space and a new crosswalk on site plan SDP 2004-68. This is your first 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. If you have any questions please feel free to contact me. Sincerely, Stewart Wri Permit Planner po•fr. , . : . : , . - -54700'oo'w uN4..___ .N ... _-. ERGROU D ELECTRIC ' ' \ --------Ir-t---„___L---.041 / i -__-_-_.._...__ -- --_-'�- -__._.._... .... iYp ,• 'l • ` 0 GENERAL SITE PLAN NOTES KEYED SITE PLAN NOTES . e c« 1 T F c T S •\ EXISTING 20.0•R.S.W.A.EASEMENT G/2� �I 1. UNIFORMLY GRADE 15'-0•,AIDE PORTION OF SITE WITH S. 10 ALIGN EDGE OF NEW SIDEWALK WITH JOINT IN EXISTING 600— •\gyp y4 Q•• 'i NEW SIDEWALK LOCATED IN THE MIDDLE AS NEEDED SIDEWALK AT PARKING AREA REVISIONS \'' TO MEET GRADUAL GRADE CHANGES �` t :' ®THE SITE BENCHMARK IS ASSUMED TO BE 601.00'(FIN NO. DATE _- - 0 - +EXISTING 12'_WATER UNE_ _ �. '!• • 2. PROVIDE PROTECTIVE PLAN OF RAMP FOR MORE ELEVATION - - — 7 [ •! ` PROTECT TREES AND SHRUBS ADJACENT TO 1D7ETT)LS 598�• `•. ............_. .. ......_-_._.._. I ' CONSTRUCTION AREA 1 +. / -�.. ! ', ��`802 3. ALL STORM SEWERS AND EXISTING WATER,ELECTRICAL INSTALL NEW COMPLIANT ACCESSIBLE ENTRY TO FIT _�-� GAS LINES WITHIN CONSTRUCTION AREA SHALL BE EXISTING OPENING AT LOCATION IN VESTIBULE WHERE / LOCATED AND IDENTIFIED PRIOR TO EXCAVATION STOREFRONT WINDOW WAS REMOVED DURING 596 / '/ L, DEMOIJTION '•• . 4. ALL NEW 517E PAINTING.DAND STRIPING AND MARKING SHALL / .-� '•�s�?_ MEET VDOYs ROAD AND BRIDGE SPECIFICATIONS- IMP 32-3781 I ALL SITE PAINT SHALL BE TYPICAL 15MIL TRAFFIC PAINT. I.'TR 0s xX . WACHOVIA BANK - I _ 't -' G 5. ALL NEW PARKING AND RAMP SIGNS SHALL BE /1 / S9� 1 . •, NATIONAL ASSOCIATION ' INTERNATIONAL SYIABOL OF ACCESSIBILITY TO MEET 't I�• 1 D.B. 2512 P. 281 o ACCESSIBILITY GUIDEUNES. ARROWS ON SIGNAGE SHALL �ti y D.B. 645 PG 20 1 a a • I BE PROVIDED IF REQUIRED TO DIRECT PEDESTRIANS. ,�A1�R BOYDU \ a D.B. 562 PC. 540(PLAT) Uc.Na 4107 •\ ZONED C-1 ss, + ;� 1.080 ACRES - __ ...600 O✓-O CNITEG 1 1 i EXISTING SIDEWALK Q 1 EXISTING SIDEWALK TO REMAIN AT AIRPORT RD. LSSU6 ++` / yM1 I C : 1iili , } �� 76'-9'+/-(VERIFY N FIELD\.4. ) V } DOCU ENT KJN I I I I - �•6pp` i CURB CUT CURB CUT I.,*z ,•.•,._."_....� •I 1 'i TO PAVEMENT TO PAVEMENT c N LL m �I l l J �1111 I I i 1 I E U NN m K i `r&e © ;i i. , I{5'-4' 5'-0' 6'-8" 1 Y-2•+/-V.I.F. 6'-0' 28'-1 1/2'+/-V.I.F. }}5'-0'}10'-Y+/-V.I. N 1 •- %'i j1 ,t I SLOPE LESS1. EXISTING SLOPE I SLOPE LESS ~ flu m °� 0 1 ' i `.� _�.__` ®; �. //��/ b :®Q t. I I ''FlT SIDE THAN 1:zo I THAN ,:zo I .I \ 59995 5 g 600 6004460012 I AREA OF NEW CONSTRUCTION `--� g, `' 586010 B0000 59963 y- SEE THIS SHEET FOR NEW �.r I I SIDEWALK PLANS AND DETAILS `1�-J�BB_ t! '1 51 • v V D m = II Ij "� I 1 i Q i % • / ..: o..T' --- ' 2 !` I 1 ( 5 SIDEWALK SECTION Q o I ' ,1 `".,0 •`. 'I Al A3 SCALE: 1/6 -1-0 I / 1' I /© 1i�! ti 'o NOTE: ¢ ui GRADE AT SHOULDER OF NEW SIDEWALK SHALL ! ` '/'' i NOT EXCEED 1/4 PER FOOT SLOPE FOR 5'-0 W C / - .---'""-_-- 'i i - %ISTING GRADE EW SIOEWALKD SEE DETAILS 2.3 E _E o , ,.....t. i . • Y r_ /. ,•„- _ INFlLL TO MEET GRAD 3_ d`�ooDo'wiSITE PUN BASED ON EXISTING 2004 ��� ���IIII_IIIL-111NIII ,IIIIII-1111IITtiIIIl11 L�r � SURVEY AND TOPOGRAPHY BY: NEW FINISHED GRADE ^f• j , . GLOCICNER ENGINEERING/SURVEYING INC. % EXISTING BASE`� / .G2246 IVY ROAD CHARLOTTESVILLE �_-'-f PHONE: 971-1591 6 TYPICAL GRADING DETAIL -""�� NEW STOREFRONT ENTRY Al Al NOT TO SCALE w �� US. ROUTE29 NEW HELLS BROOM FINISH• cc 1 AIRPORT ROAD STORE SITE PLAN FARGO SPECIFIED // 0 Al Al WALK-OFF MAT I SLOPE: 1/4': 1' CONCRETE LEVEL SCALE: 1'-20'-0' _ \il FOR DRAINAGE C J Z(n AT LANDING • EXIST. NEW NEW EXIST. 0 0 CURB CONST. DETECTABLE WARNING SURFACE CONST. CURB I- I-0 BROOM FINISH SCORED/TOOLED EXP.JT O 20'-0'0.C.(TYP) - - - - - ,.7. - •-•::... > C 2'-0"UP SLOPE MIN. < > SLOPE 1/4': I. JOINTS O S'-0'O.C. W/TOOLED EDGES.TYPE T ;;:�;�.:'•�_:,':'..•-..,: -� _.-4�;, _ 0 Q FOR DRAINAGE 1/2'RADIUS (TYP) CAULK.!JOINT FRIER. ,,:,,:: :•,:,., W 0< 1> CROSS SLOPE TOOLED EDGE _ _ \ Q 1 PrEEZEZ EITIZZEMRAC � �- - -- ...................... y ` ^{• •. F J _ I ,,:� 3+.'iryi.•'��:'��'i+:i:Si:: S:iti=i=:t- � .''.�'.+-�..:.'�ee$:e'>t.� E,., a(� �2 _.,. ,q= : - µ's O 0•-8'O.C. - 1 -- SIDEWALK DETECTABLE WARNING Z W z U-.. +;:'�'':'-.__ gam' - -- -%..3�4`•:. Ln •'�._.►,.•A I I - �A% _ I E - - - — BEYOND -I SURFACE SHALL BE �Q7 '; I _ AI I- PRECAST POLYMER Q `� W MIN.4'3500 PSI CONC.W/6x6- - ...— '... .. #4 BARS O 0'-8"O.C. - -- r':; .__.:. - CONCRETEAN Lu SC Z o 1 FO 10/10 W.W.F.OVER 4'BASE • 4'CRUSHED STONE MIN.4'3500 PSI CONC.W/6x6- 4"3500 PSI CONC.Wf 6x6- / TYPICAL RAMP DETAIL Q Z a S W BASE VDOT TYPE I 10/10 W.W.F. OVER 4'BASE 10/10 W.W.F.OVER 4 BASE l Y g TYP SIDEWALK SECTION NO. 21A AGGREGATE \1 Ay SCALE: 1" 1-0" a 0 Q J 0(TYPICAL) SIDEWALK TRANSVERSE SECTION TYP SLAB AT SECTION ADJACENT TO EXISTING SIDEWALK SIDEWALK DETAILS cc Al Al2 ' 1"''' o" 3 SIDEWALK DETAILS 4 SLAB AT EXISTING SIDEWALK p o Al Al SCALE: 1-= 1•-0- Al Al SCALE: 1". 1•-0" id w U)Et EXISTING CURB SIDEWALK DETECTABLE WARNING SURFACE R I Q PAVEMENT BEYOND BEYOND 2'-0"UP SLOPE MIN. 2 8 •NEW/EXISTING SIDEWALK 3 a TYPICAL EXIST. CURB PROFILE BEYOND SEE PLAN FOR LOCATION ..•.. ..r_•.,SlO,F•F,.,,R9,M,P.1:1�_•JAAK,._• ( • _ II o a NEW CURB SEE PLAN FOR DIMENSIONS °••$'. is • >. i 'f�TE� 5 ;•;•;;:;• r•:K 2:: x ::.ii - PROJECT NUMBER TO MATCH '� -II.. r 1103.05 f 1 12 MAX _ r �,:a.:. -T {+•1::v-•-e .rt �• •:,.•. . SHEET NUMBER • SLOPE LANDING 1/4-:1'-0" TOWARD DETECTABLE WARNING Al EXIST. PAVEMENT FOR DRAINAGE PRECASTSURFACE SHALLLLeR PATCH EXIMEING ASPHNGT CONCRETE PANELS AND PAVEMENT MARKING 8 TYPICAL RAMP DETAIL 9 LANDING SECTION Al Al SCALE: 1•. 1'-o- Al Al SCALE: 1- - 1.-0. DATE 03/02/12 + - it �! I / ,J — KEYED DEMO PLAN NOTES %�' i 1B 10 BUSTING STOREFRONT SHALL BE REMOVED 1:1 REMOVE EXISTING NRY AT BASE OF EFRONT I. ( O J Q REMOVE EXISTING JAPANESE MAPLE TREE WITH TREE SPADE AND MOVE/RE-PLANT IN NEW LOCATION <.t t'x Y.i C r s �I O �-Y'["^ 5 ® 04 REMOVE EASING TOPSOIL AS REQUIRED AND STOCKPILE FOR FUTURE USE REVISIONS P / v5 O`,, i - EID 1 I 05 EXISTING DOWNSPOUTS TO REMAIN-MAINTAIN PROPER CLEARANCES AROUND UNDERGROUND DRAINAGE PIPES N0. DALE �c�, '9;Iz» '�a �f#y" _1;;;;p;;xx! 1 ©FASTING SHRUBS AND SHRUB BED TO REMAIN a__:"VC . I:::.. ! IEre' i 6 OO EXISTING SHRUBS 1H15 LOCATION SHALL BE REMOVED AS REQUIRED-STOCKPILE PLANTS FOR FUTURE USE i OTyp - MITI'°°C;;;t ! t I 08 INSPECT EXISTING DRAIN LINES AND VERIFY CLEAN OPEN DRAINAGE.IF ANY BLOCKAGE CAUSED BY ROOTS IS } 1 IDENTIFIED REMOVE EXISTING UNES AND REPLACE AS REQUIRED WITH SOUD PVC PPE TO MATCH DIAMETER OF ............. i EXISTING-INSPECTION BY SCOPE-COORDINATE NTH OWNER El ............ IEI .+ r...;;r.... EH p. .l;C%�%� �REMOVE EXISTING FLOOR FINISH IN VESTIBULE-REPAIR SUBSTRATE AS REQUIRED TO MEET SPEdNCATCN FOR . 't"�'-� INSTALLATION OF NEW FLOOR FINISH wn D FRAME- XISTNG ErVLR AND nu.Willi I ~ __ F„ REMOVE EXISTING EWALK MAT µCURB FLOORO NMIS-ftEPNftRE%ISTING TO REMAIN THIN PoRIGND Y'J.l%t�J� �� 11 L}r __ .i�"-;�_.- ____ __ I O+Y.x+ ®CMENT GROUT TO MEET SPEC FOR NEW FINISHR E' I'11N6 H�TDI 9 fir- 'I ! i I El REMOVEAND/ORMe.No.11% V� }❑ ®REMOVE FASTING PARKING AREA MARKING AND STRIPING U13-02-1. °ZIT'G 1 SIDEWALK DEMO PLAN DETAIL ISSUE ON CONSTRUCTION Al •/ s NE t -Y-0' DOCUMENTS - m SI LL 13 IN p co- f::,6 g l r L Ii / - GENERAL SIDEWALK PLAN NOTES U I g:ym 1. ALL SECTIONS OF SIDEWALK SHALL MEET NPTONAL W B 5 t1 y ` AND LOCAL ACCESSIBILITY OWES FOR MAXIMUM RUN 3 W Q I Ily s-0' 9'-10' As-0' ® iAND RISE BETWEEN LEVEL AREAS - 1 2. DETAIL K SHALL BE CONTINUOUSLY SLIT'WOE SEE 0 W m / R DETAIL SITE PLAN. O I+I I 1 SEE SECTIONS 23.4/A1 FOR CROSS SECTIONS TIRU Q ri N y N I .p �' NEW LOCATION I I UPPER AND LOWER PORTIONS OF NEW SIDEWALK / I I 3_ y� 1 //' OF DOSING r a IP41 ; } #-. ^` ../ JAPPNE¢ i + 4. CROSS SLOPE OF SIDEWALK SHALL NOT EXCEED 2R O P g [nJ. ;4. it:0Ui}J MAPLE-GOURD. 1 lW' /\ aA1 ..a. 1NT1 OWNER I 1 5 NEW WRB PROFILE TO HATCH MSIING m I NOTE: - .. Q NEW PARKING SGN SHALL I - BE PM Wfl15 FARGO { SIM - SPEOFlGTW-VERIFY 4� 1' ) Q MTH OWNER w�c l ® AI; !ems g I I W . — — /IM. '. '•CURB TO I 1 4IA1 SIM. 6 4' _6'-6 "MATCH 6 0 i ,i+0 'I_'T/�I • E%IST - SIM L`��1 j 11� o 2 NEW SIDEWALK PLAN DETAIL Al A2 vaP L/B•=r-D• W it Ow co O -1 F Zy i _ 1.2 ,1 — `j �O ;� Q OQ > g1 Au 6w f0 g /M WIPE!ISLE AmNm 1 f0129�_ p 60146 60096 NIXR on 60193 603.69 600.73 . m au,w 1 WI% �© Ir.(' Z I !W t t Q % I rs00.00 601LT _ til "0 6oD.w I .__7 Q Q e m 6%Iz R062 ,.It'© it 600.B7I d - O a oE�r�":/W_Jt%ot - .ma mn I5R.n 'r <- SORES Ji 5359� 4 ___ .mlT 6W Mrs 6 I ja,H 600.1 r O +$5d Wyk'/6 W 59930 5%B9 Wald !r 5 i m ©I�60302 I V' ? N Q \ 59S13 '� `A I ;WE EET s/u PI .. Pc • - I} PROJECT NUMBER 1103.05 NEW SIDEWALK PLAN TOPOGRAPHY SHEET NGM3.0 A2 GTE 03/02/12 7 -, / TELLERS LOBBY EXISTING STOREFRONT .REPAIR AREA OFFICE ..,.. • • - I I 107 I 11BBY ENTRY TO REMAIN 'AROUND ENTRY___. I 119 I 0 •-• VERIFY EDGE A JAMB AS 1 • .•. ............. , ._:._._—_..__� .• IRED - OORTI�TALL�.,;„, • ENTIRE PERIMETER - O CI ,L I-, l ❑ ANEW STOREFRONT ENTRY O REVISIONS EXISTING STOREFRONT TO REMAIN NEW DOOR 1 N0. DATE }'III' E N� EW 101 STOP-FLOOR EXISTING JAPANESE MAPLE --Z4. q.� CRPT I MOUNTED •, ' I TREE TO REMAIN •• - _^ 2-6 ` , CCD NEW ACCESSIBLE RAMP- g) ` }.,,H 0 NOTE: `1 • SEE SHEET Al FOR NEW f`/ / E. F NEW FLOOR IN VEST.SHALL / CONSTRUCTION DETAILS } ( ice'. ,- Gip BE WELLS FARGO SPECIFIED 4 • , WALK-OFF MAT- 7ANDUS �< `EXISTING STOREFRONT NEW LOCATION OF EXISTING > l u"�L�� % 'ABRASIVE ACTION'MKI-19102 ENTRY TO REMAIN JAPANESE MAPLE TREE C _;7AIU.5 R.WOOD'� EXISTING RAMPED • Le NP 1107 SIDEWALK TO REMAIN NEW ACCESSIBLE REMOVE AND REPLACE I 03_02-- L N ACCESSIBLE • • PARKING SPOT SIGN PARKING SPACE SIGN NEW ACCESS • 9�C N I T FOR CNEw ACCESS • (//RAMP SIGN NEW PAINTED PEDESTRIAN WALK I NEW CURB(TYP.) STRIPING AT EXISTING PAVEMENT NEW CURB(TIP.) _ ISSUE �� CONSTRUCTION • NEW CURB(TYP.) Ew CURB(TYP.) • I ?;I$ I•NING Efr I I DOCUM:Ncl:S I EXISTING SIDEWALK TO REMAIN __ I I POI 0 LL I - REPLACE CURB AS : d .0 0 ? g CTIB NEEDED TO MEET ELEV. DETECTIBLE S ( rn E n o ARNI SURF E ` OF NEW SIDEWALK SEE DETAILNING 7/A'E i < 0 = co 2 SEE / (TYP.) < m Y NEW SIDEWALK EXISTING PAVING rI. NEW SIDEWALK �'m c U i I I ' ' of / Q L m rU N I -AM. V. 'Io 2 0 I Ca o NEW STRIPING THIS AREA 0 % 1 • 1 _ / 10'-2'+/- 10'-2"+/- F-— 6' s' 10'-2'+/- 3 / EXISTING WINDOWS TO REMAIN EXISTING WINDOWS TO REMAIN • LT ill 2. 1 AIRPORT ROAD STORE NEW ENTRY PLAN \__ / \ _ , A� SCALE: 1/4•=1'-0• = n / ^/ \\ =— 1A/3� = / \ Z ce —E]— O- 0 \ / Q 00 EXIST.FIN.FLR EXISTING STOREFRONT ENTRY TO REMAIN E... yJ w- Q LL EXIST.BLDG. NEW SIDEWALK AND RAMP a J I-7 NEW SIDEWALK ��{J J O TO EXISTING Z J w 2 U PUN ABOVE L. PAVING,SEE Q LOL K 2 AIRPORT ROAD STOREFRONT EAST ELEV Q Q Q AlI A3 SCALE 1/4"= 1-0' J Y O Q EXISTING BRICK FACADE 4'-11 1/2•+ - a Q EXIST.OPEN EXISTING WINDOWS TO REMAIN - w W Q 0 EXISTING LINTEL TO REMAIN ........._...._.................... _ -....._ U) NEW STOREFRONT ENTRY NOTES U) -❑ ■■ - u FIELD VERIFY ALL MEASUREMETNS AND PROVIDE SHOP DRAWINGS 0 Q NEW STOREFRONT - ry ENTRY-SEE DETAIL 1 -NEW DOOR SHALL MATCH EXISTING ENTRY IN MAKE AND MODEL: ; "' THIS SHEET 1 -DOOR SHALL MATCH EXISTING ENTRY COLOR - ASSUMED TO BE WHITE SS n NOTE: ` / [I Li Li + , III MI -DOOR HEIGHT SHALL MATCH EXISTING-ASSUMED TO BE 7'-0- NEW STOREFRONT ENTRY SHALL -DOOR WIDTH SHALL BE 3.-0'' RECEIVE SAFETY GLASS AS / - -DIVISIONS IN SIDELITE AND TRANSOM SHALL MATCH EXISTING- V1F PROJECT NUMBER: REQUIRED BY CODE \ ��- —= :: --- -GLASS— 3-HAR RE SHALLCOLOR HALL MATCH THICKNESS SHALL MATCHEX6TINGEWIRED BY CODE 1103.05 \ SHEET NUMBER: NEW SIDEWALK AND RAMP \ ❑ -HARDWARE FINISH SHALL MATCH EXISTING ENTRY- ASSUMED TO BE POLISHED BRASS 601.00' EXIST._FIN. FLR _ -PULL 512E AND SHAPE SHALL MATCH EXISTING 3 AIRPORT ROAD STOREFRONT NORTH ELEV 4-FLOOR L0O NS- TALL E DOOR PLASTICWITH NO STOP SH BE ROCKWELL- 441H DOME STOP kI. NEW NEW SIDEWALK AND RAMP SIDEWALK ' Jr Al A3 SCALE: 1/4"= i•-0• DATE' 03/02/12 APtaft by the Alton* Cemoun y Development� itltrigt►t `cam✓ RECEIVED MAY 152012 COMMUNITY DEVELOPMENT