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HomeMy WebLinkAboutSDP201100048 Plan - Approved 2011-08-04t !03 J R� w SITE PLAN MINOR A MENDMENT U.S. ROUTE 29 NORTH AND BRANCHLANDS BOULEVARD August, 1996, Last Revised March 18,1997 (Original Site Plan) June 6, 1998 (Minor Amendment) June 6, 2011 (Minor Amendment) June 4, 1998 Minor Site Plan Amendment SHEET INDEX COVER SITE PLAN The purpose of this amendment is to reflect the As -Built condition of this site. The following is a list of the parts of the original site plan that have changed from the approved plan and thus are reflected on this amendment. 1. The location of the pool has moved slightly and some .of the near by curbing as a result. 2. The water meter vault 3. The electric transformer box 4. The location of outdoor lighting 5. The retaining wall around the dumpster 6. The ends of the "long retaining wall next to US Route 29 7. The removal as well as the addition of curbing under the porte cochere 8. The relocation of some of the proposed concrete walks 9. The addition of outside steps SHEET I SHEET 2 June 6, 2011 Minor Site Plan Amendment The purpose of this minor amendment is to provide a 1 story 25'4" x 25'4" Lobby Addition on the North end of the existing hotel. X� &%ti Type Re�Avved Ar pp sr� .d by ..18 Cr7mmunit ' v '(:';� ment Department D a l HIS 7244. COUNTY OF ALBEMARLE General Notes: . DEPARTh[ T OF EN+GB RING GENERAL "CONSTRucnON NOTES. FOR 'SITE E . PLAINS 1, Benchmark: End of concrete island at intersection of Branchlands Boulevard and Route : "Matrb 1, 1992 Elev. 451.94 (USGS), FtaEM®2% SITE DATA 2. No watercourses or other bodies of .water are adjacent to the site. 3. The site is not in a reservoir watershed area, Site drains to Branchlands basin to Meadow Creek to Rivanna Legal Reference: Tax Map 61Z -3 -11C River. 1. Prior to commencement of an construction within any existing i- of-way, , including y y g y 'ex Source of Title: D.B. 3054, P. 398 4. 5. Site is not in a flood plain, The.hotel does not include assembly rooms: or a restaurant. connection to any a perms for said construction shall be obtained from the :.Virginia. .. . 6. ' , stn its to be directed so as not to shine -on adjacent properties and 1' All Lygh g !: P Pe 8 sp P dlover onto public roads Department' of Transportation. (hereafter abbreviated V.D.O.T.). Owner: F.F. Charlottesville North, Inc. _tun is not to exceed one -half (112) foot - candle. 2. All paying and drainage related materials and construction methods shall COAhorm to current 1005 Bullard Ct. Suite 101 7. 8. Stormwater detentiion is accomplished.with existing basin at south side of development. .. . Sign location to be deternuQ►ed at tine of permit application. Sign is to be provided with electrical conduit specification and standards of V.D.O T uakas otherwise noted. Raleigh, NC 27615 from budding. 3.. Erosion and siltation control measures shall be provided in accordance with the approved tartpswn Contact: Mark Dowdy, Project Manager 9. Backflow preventer on fire line is to be located inside< budding in mechanical loom. control plan and sW. W installed prior to any deartog, V*ding or other construction., . 1420 Lee Jackson Hwy. Lynchburg, VA 24503 4. All slopes and disturbed areas are to be fertdded, sealed and mukhed. Maxiimtum allowable 1 GENERAL WATER a sEfrmt CONDITIONS or cut slope is 2:1. Where reasonably Obtainable; lesser slopes of 4:1 or better are tmbe ac"d. Magisterial District: Rio g. All drainage inkas shall have a 2-inch local depression. Source of Topography & Boundary Survey: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY - SERVICE Roudabush, Gale &Associates; Inc. AUTHORITY, INSPECTORIS. THE CONTRACTOR WILL dE RESPONSIBLE FOR 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the Opinion of the 914 Monticello Road NOTIFYING R THE' PROPER sL�ttVlCti ►mac orrlalALS 1►T" THE START of THE ttoRic. Albemarle County Director of Engineering, or his designee; it is deemed nec teary m order "to Charlottesville, VA 22902 stabilize a drainage channel. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE Zoning: PUD, Entrance "Corridor Overlay District, ZMA -88 -07 Bra;nchlands PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN; ARE JNLY APPROXIMATELY CORRECT. T8E COiiT>tJ1CTOR SHALL ON 7. All traffic control 3iPS shall conform with the VkUllk jlanllal La Un olM Traffic CODtrOI HIS OWN INITIATIVE Los -7A 'E ALL umonwRoumv, LIKES AND STRUC't�CIRES Doj= , latest edition Proposed Use: Hotel As NECESSARY. a 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Clfass ItL Acreage of Parcel: 2.621 Acres 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS 'ADOPTED, BY THE ALBEMARLE COUNTY SERVICE AirrxoRlTiF ON JAN. 20, 1983, AMENDED 9. All excavation for underground pipe installation must comply with OSHA Stamdards for the Number of Guestrooms: 121 JULY 1, 1989: Construction industry (29 CFR Part 1926). `. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Square Footage of Recreational Area: 2000 SF (Pool & Pool Deckc) "MISS S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING Setbacks: 'UTILITY" : I -800- 552 - 7001)':. Budding Parking 6. ALL WATER AND SEWER: PIPES SHALL HAVE A MINIMUM OF 3 FT. OF Front 30' (along R/W's 10' aloe R/W's ( 8 ) (along } COVER MEASURED .FROM THE -;-OP CF PIPE; OVER THE CENTERLINE OF 'FIRE I Side 30' (along R/W's) 10' (along R/W's) PIPE. THIS INCLUDES AM HYDRANT LINES, SERVICE LATERALS AND tUATERLItM, ETC. Rear 0' 0' 7. 20' WIDE •EASMO TS, CBNTZM 00 THE PIPELINE AND APPURTENANCES Parkin Schedule: $ SHALL BE DEDICATED TO' TEM ALa %E COUNTY SERVICE AUTHORITY, 'PUBLIC ' EXCEPT. WHERE T8E LINE 18 ,IN' A 20AD: RIGBT- OF -NJ►Y OR AN 121 Guestrowns @ 1 space /room = ACCESS EASEMENT, IN WHICH CASE TAE' ACCIZ. S MUM" " SMALL ALSO 121 Spaces. Required BE DEDICATED As A UTILITY Ei► 9mm. 121 Spaces Provided, Including S. 3 - MIN. SEPARATION REQUIRED Bi:Ti1EEN Nl1TER1IitE AND STORM- SEWER f 6 Handicapped Spaces CULVERTS OR 6" SEPARATION: IS-21 WATERLINE . ZB hts[JIJ�xL'D. US$ Land Use Schedule: 1/2" THICK THERMA=CEL1 PIPE .INSULATION IN 3'x6' SHEETS As Before % After % MANUFACTURED`BY NOMACA, INC.. -on EQUAL.APPROVED 1tY ALBEMARLE COUNTY'SERVICE'AUTHORITY: INSULATION TO "s, BEYOND Building 0 0% 18;900 S.F. 16.6% CENTERL2NE O!'' CGL1fZAT ZN .BD78< DIRLCTZOrfB' "OR . g;0 > lEYOND ENOS; OF Open Area 114,471. S.F. ' 100% 40,575 S.F. 355% evLVERT WHEN PARE. Paved Area _ 0 0% 54,696 S.F, 47.9% 9. TOUCH READ MITERS ARE BEING USED BT: THE ALBF.NARLE COUNTY SERVICE`'AUTHORITY., 'J90.ACCY.I� dD0ATb .TM.. X' 1f�TxRB, 1�ETSR T.ID$, TOTAL 114;171 S.F. 100% 114,171S.F. 100% WILL U -3 4 RE IRE A 1 SOLI TAPPED'IIt'1'O TAE Of THE Q cENrER LID. `1!REVttNl' BLIND T>lPS OR >'L06$ SHALL. "BE PfbOlTZDED TO DEBRIS FbFO�E ENTERING THE lox PRiOR'. TO llCl?RR T1tsTALIJ►T 01i. t' Maximum Number of"Em to ees'On -Site at on® time =l0 P y 10. ALL WATER AND AENIM APPQRTENJ►11cE8 An TO Im LOCATED OUTSIDE OF° r Maximum Height of Structures: ROADSIDE DITC HES:' g P Mann Bui1din 8 45 Feet z1 CERTIFICATION THAT ;".t. C.MWACTION IS' OBTAT�l1ED'SE11Id. BE PR01t TOED Porte :Cochere : 24'Feet FOR 7lLL' FILL URBAN '; WIDER <?:1rATER;''>1ND `SmtBR 'LINES AND - i Accessory Buzldrng . 12 Feet AP*M- ,M- ANCES :: THIB CEE'�!IFZCATZO�1: ; 8$l►LL : VC �' SIGNED . BX �► PROFESSIOw�L GEODW , T: THE CERTIFICATIOtt:- sAAI,i, :STATE TiiE EXiICT liltFJi ?Tit71T I +cQrr n4ft AgPL�ES _. . _ 12 . so. VALVES :Oil DFADEND :LIMS: SHAT.Y _ _ BE RODDED,TO PROVIDE DE U lt. Q ATE ,. ,. >: RESTR1►IItT !OR TB3: V11r1i1E Dt1RIMG A "1rtJXq=.,EXTEltSION OF THE LINE. ;, SHEET I SHEET 2 June 6, 2011 Minor Site Plan Amendment The purpose of this minor amendment is to provide a 1 story 25'4" x 25'4" Lobby Addition on the North end of the existing hotel. X� &%ti Type Re�Avved Ar pp sr� .d by ..18 Cr7mmunit ' v '(:';� ment Department D a l HIS 7244. I f'Rof'os�l� A-2. A/ A/ '07 ,42 432.7 ./N V.. /A./ ¢23.06 /.V V. ©!/7" 422.96 F40D L /O.t/, /n,/C. TM: R a/.2'- 3 - O. Q. o 3G 7 A2 _ 2 EX M./f ) 3Tc/B T TO� P,eoPOSEO �..y c�E3 aFx'Eaa /p.PO�osL n a/- / ,A%IZ /NV. /A/ #33: OZ l r X. 'V/5 •,.PCP �.t/) TOf' 434 d /ti V /tiC - 5rZ9.25'('�0 ,PELF /ci "(NF.PpM ti i-✓ ) /A/ ✓. •4Z9.001�x. I iN ✓. 427 40 /N V. /.V �,ZS. 02, C� • / �".�0� `rt/. E- ' � /EX. Jqt/ r✓I h! u, /NV, D!/T 424, p+2 ; • '.r / ` TOf 432.95 is �A•t// T9.Py �EWE.2 f GO.i/•t/EG T T //V /.ti/ 426.5 (L,9T•) \ w p access E�MY /NV /A/ 4. Yo. 48 f To EX /3T �r95 6 /.vE ALOn/G Th' /� / E c�.c B.P�I•✓C•NL.9.V0 BLVO. - L V.. 041 l..3B / 9S PEC MMEiVpEO 5/ CITY > "rAii.°i�/cr ,SLEEVE "TyPP�.VG SLEEVE 4 :. Est. za , vv �+/✓ /'v 7r 4`r3 S P.e000 SEO > S -- S Bu /LONG 3f3P/A.1 de^ I /5 'Caw33� /n/E EX. d EA.3sifrYlh�at/T ia0• G2�' ZO'W.L. PHONE 1 /NE' TO EE L /N� r .Pei- LOG'ATE.p ,oeDR?o`WL.Ls�vlT- rVG`�? 45 G4 ►�/ . .9s .e�rcR o S39 ,5�• 49' W 42� 87• ° ---- _"" •- ro - . X.3':9JS/ f •'r�.."`�7..+ '" .QZ .(t. C-X. _._......--- -- -,1` :'-- - 'ti`;,.,,- ,_,,..,,,i � 5.34" ' 2 X34 , 5} ' �" is �:: T .fy , - -y� + s f � ,� -- - v ✓- f.N. V VA �, c j.1..:... -,.. 4w,. . .7s,.i•: ' F•i�:••``"'�r•- ^� - ^--' ; ,. q82 434 '°r3G `'.---_. �/; rmer • . _ . , iS., 35:0 � ", oe9n,i .��, - E•X. TOP ¢33 /6 � � � ••ti ` S E)c /.ti/ ✓. 42e9•<9? xaa.9 6;e a:e m sr f� R.�.S' s .GAGE -•..' E 9 3i'ii/JEtI7' b C.O. v --'...._'.... -^ •�5 :Q CGS -vC' 4 •. '� S �� t W v ryl 1� „ v •. r°.94 x X k y �?W `°W �. OUGHT> 632 ! �,PO,�osL=o D / -/ � Q Q � � � � ._._.43e• ---' .; x s x � • L, a ' �r � H) w LI6HT 33s q J o f i ��P 'POOL HOUSE D 0 s/an.f1 CONIC. POOL DECK ,g/= .°LEBEE 43$ I X x I / .Q' V 1451, ✓ooT co -Z ae co -G r� 8 F h' U• S WA ( • 2 w. r.w. 19x.2 rolviNC Hx: 4 z F7 9 445, 446.6 �� A3 N / BAiSK °F (] T. N/. 44!• 3 (� d.W. 39.0 '� � - • w zQ 4,..� © � > ' ED Q J W � t --I J } Cz M (n F- ~ x I / .Q' V 1451, ✓ooT co -Z ae co -G r� 8 F h' U• i N i z a H.E.2E C (U N x: N ! g s 11 a 6; M 4.«. Z PAD z zQ 4,..� © � > ' V J Q J W � t --I J } Cz M (n F- ~ 0 Z o W ._..1 :D .J LLJ i HCc wa�G p M © 11? Cr.�. .••- lu rl U) LL i V 0 _ CC Z Q !f CD W Z I 0- ! # CD CD Z Z ! Q L_L.. IM W __1 , t I REVISTDNS � JUL Y 14, 1998 ADD SOLL14RD 1-16976 ,4klD 5P01' ELEV•9TIOA15 J104E 6. 2a/ / ADa© GaB�Y APP1 TON Uw 436 (TS'.°ic•9G - wssoLE s /rE) ° 4'9 r" 3- 2 l a. k/ ' 90. � ' .POBERT O. oe M•9�P /LYrt/ G. B.4'UG/ -/ TEPS j SR ,mow. o. B. /002 .R 4 77 DATE O L I ` 'R s e i 4oz STS �9 GT POOI DECK'" v JUNE 4, 199 O IGHT /o, /B' za' /g' so•5 /B.S' 8' rYf? LIGHT 445x x vO.S 'vd•O x37.5• S CON S/O Ss/AL "fa0 % BW-4L3 [] ---" 4 SCALE S 4a r SEE s /AEw.gc,t� GtEr9 /G j r.ui j' ; / P BOLLflR ', 2' •s�o � BOc q�{ .• 92.0 f, � '� 20' f5 %2. 8,. GIG 4�2 /Gf( 14 r 4 17 F' to /Z 3- // /°.�►RCEL .9 / ,g x F CONTOUR INTERVAL iq = - 4,4Z ( �' t i T'/ aq3 ,' ;• ;' 2 FEET iV zov�'a • .Qvo . f 2'GU.t'B 95, i cvT `40.45 ! K .v0a F1 rRlI.JG E - ✓�' rr4} i 1 70 B .E L P W .P O P s F /�/. ,�GO+O.F ELE ✓. - ¢¢3.5" v zs xarys EI /.vv s,�,�ow.v M9X /�l�M .yE /Gi/T= 45' LIGHT r t' LE Mn I IL I GHT LIGHT k'� 0 m m . _ . _ - a V ML'.c/ sf'E C.9 ov /oROP, O / -/ xR � • P 8., t�DoT 2/ 9 d 9 E s�'ovE T ©f' -041.7 QY x 4io TYPic9L- .P.9.e �ivG 1 A Z / �' P/,'OP, r✓! f�/ S Se T.e- 9VELw.4y3 V/DOY rBMP. SLOPE ESn�r. N t� x41Z •5 e s e ' • Z.0 I I ( ( one q,PaP r c;� s3: eq STIFF BRISTLE BROOM FINISH • - - -._.__ TOP - - M 43 /A/V. P" .� .J�, .ti ' � •/ / , � •t�OPR 1!4' 100? _ 3 w/!LL "%� /. 24 8 _ 37" /.V 1� ' / I x > �j 'ICI �I I a CONCRETE �. _ -. TC.p ►.igtl r°f20PG %ELT BETA• %Vs.VG WRLG / x � V dt17 ?, =- �',�. • t t dg4 STAKE MARKING SIGN LOCATION - ; Jill ) II tIIiS) I�f� a WIRE MESH _ . _...m - N39 °5''ro'43'E 2 L /D 42.02' - ... ...._....._. ..•.. .. ._......., .P ?O CO.V.ST,pUC7 /O.V. , �• MIN. . SLOF�ES �k o eo,, Nl N. _ ..... 4 LLED GRAVEL BASE /G �'• TOf' S+'1o7 2/ . _ _ ._ . __ ....._, �: - �l%``t`9� /••¢ � .:E'.. 431/ r B Ov7-• 45 1 COMPACTED S RARE /A/ . 443.'¢/.. 1111 T1 "" " "" UBG _ .. M �, X111111.. - 111l1� M M M .......... 7a Al 9070. ZG /A/V. 440Z.81 3 CONCRETE WALK \ Sidewalks and :slabs to be 4" concrete reinforced with 8 x 8 wl.. 4xW1.4 (forsor designation 8 x 8 •- 10 /10) welded wire mash on a 4" gravel base.,' Score walks and slabs every S feet (unless detailed otherwise) and provide expansion joints every 20 feet. Finish to be non -skid oroos► finish. a H.E.2E C x: i ! g s CONC 7 PAD z F1 rRlI.JG E - ✓�' rr4} i 1 70 B .E L P W .P O P s F /�/. ,�GO+O.F ELE ✓. - ¢¢3.5" v zs xarys EI /.vv s,�,�ow.v M9X /�l�M .yE /Gi/T= 45' LIGHT r t' LE Mn I IL I GHT LIGHT k'� 0 m m . _ . _ - a V ML'.c/ sf'E C.9 ov /oROP, O / -/ xR � • P 8., t�DoT 2/ 9 d 9 E s�'ovE T ©f' -041.7 QY x 4io TYPic9L- .P.9.e �ivG 1 A Z / �' P/,'OP, r✓! f�/ S Se T.e- 9VELw.4y3 V/DOY rBMP. SLOPE ESn�r. N t� x41Z •5 e s e ' • Z.0 I I ( ( one q,PaP r c;� s3: eq STIFF BRISTLE BROOM FINISH • - - -._.__ TOP - - M 43 /A/V. P" .� .J�, .ti ' � •/ / , � •t�OPR 1!4' 100? _ 3 w/!LL "%� /. 24 8 _ 37" /.V 1� ' / I x > �j 'ICI �I I a CONCRETE �. _ -. TC.p ►.igtl r°f20PG %ELT BETA• %Vs.VG WRLG / x � V dt17 ?, =- �',�. • t t dg4 STAKE MARKING SIGN LOCATION - ; Jill ) II tIIiS) I�f� a WIRE MESH _ . _...m - N39 °5''ro'43'E 2 L /D 42.02' - ... ...._....._. ..•.. .. ._......., .P ?O CO.V.ST,pUC7 /O.V. , �• MIN. . SLOF�ES �k o eo,, Nl N. _ ..... 4 LLED GRAVEL BASE /G �'• TOf' S+'1o7 2/ . _ _ ._ . __ ....._, �: - �l%``t`9� /••¢ � .:E'.. 431/ r B Ov7-• 45 1 COMPACTED S RARE /A/ . 443.'¢/.. 1111 T1 "" " "" UBG _ .. M �, X111111.. - 111l1� M M M .......... 7a Al 9070. ZG /A/V. 440Z.81 3 CONCRETE WALK \ Sidewalks and :slabs to be 4" concrete reinforced with 8 x 8 wl.. 4xW1.4 (forsor designation 8 x 8 •- 10 /10) welded wire mash on a 4" gravel base.,' Score walks and slabs every S feet (unless detailed otherwise) and provide expansion joints every 20 feet. Finish to be non -skid oroos► finish. ----, SHEET 2/2 ! FILE NUMBER j 7244 I� I ! g s z zQ M z 4 ! Z Cn Oj W t --I ZLn > 0 ._..1 :D .J LLJ i HCc wa�G p Cr.�. .••- lu rl V 0 t I LL z a' l I ----, SHEET 2/2 ! FILE NUMBER j 7244 I�