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HomeMy WebLinkAboutARB200200148AS Plan - Approved 2004-04-28 y too MAJOR AMENDMENT TO SITE DEVELOPMENT PLANS FOR GENERAL WATER & SEWER Cui�ITIONS �y 4.1 n r:'I TP ' O)]P E A ,�� n J3 (� Yr-"'9 1.WORK SHALL BE SUB,[CT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK ,A\\yam d//.t{\\u d//,�,t�\\�1\\\YV' c5 0 2.THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND,WHERE SHOWN,ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UNES AND STRUCTURES AS NECESSARY y?.. 3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15,1998. 4.DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F F.ELEV.OF DENNIS ENT BUILDING(500')FROM PRIOR SURVEY. ry .6TM 78 PARCEL 10A 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY(1-800-552-7001). < 6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER,MEASURED FROM THE TOP OF PIPE.OVER THE CENTERUNE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,SERVICE LATERALS AND WATER UNES v1 DB 1964 PAGE 184 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. NI no a RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA a O�4EI,LTH OF 7i i TIMOTHY R.MILLER CERTIFICATE No. SITE DATA GENERAL NOTES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES StO AL 542 ENG���g. LEGAL REFERENCE TM 78 PARCEL 10A 1 DO NOT SCALE THESE DRAWINGS.USE DIMENSIONS SHOWN ONLY BRING ANY DISCREPANCIES TO THE 1 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY,INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION " ATTENTION OF THE ENGINEER.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. (V.D.O.T). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Revisions: SOURCE OF TITLE FOR PARCEL 10A. DB 1964 PAGE 184 NO. DESCRIPTION DATE 2.IT IS THE CONTRACTOR'S RESPONSIBIUTY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 2.ALL PAVING,DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.,UNLESS OTHERWISE NOTED 4 FNGR Cammentm101703 OWNER VASSALOS, LLC 5 FNGR Comments 11.0703 1420 RICHMOND ROAD 3.THE SPILLOVER OF UGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING.GRADING OR OTHER CONSTRUCTION. 6 Rev Lighting 12.02.03 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF(1/2)FOOT CANDLE. 7 SPIN Comments 03.02.04 CHARLOTTESVILLE, VA 22911 4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL.VERTICAL). WHERE REASONABLY OBTAINABLE,LESSER SLOPES OF 4.1 OR BETTER ARE TO BE 8 SPIN Comments)04.02.04 4 EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE ACHIEVED ZONING. A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING HC - HIGHWAY COMMERCIAL RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 5. PAVED,RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING,OR THE DIRECTOR'S DESIGNEE,IT IS DEEMED NECESSARY IN ORDER TO STABIUZE A DRAINAGE CHANNEL. EC - ENTRANCE CORRIDOR OVERLAY DISTRICT 8 6.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. MAGISTERIAL DISTRICT. RIVANNA 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III SOURCE OF BOUNDARY SURVEY' 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY(29 CFR PART 1926). BOUNDARY SURVEY BY RIVANNA ENGINEERING& SURVEYING, PLC v E-I LL a` SOURCE OF TOPOGRAPHY' AERIAL SURVEY BY LOUISA AERIAL SURVEYS USGS DATUM w �j BENCHMARK FINISHED FLOOR AT MAIN ENTRANCE ELEV= 49720 SITE SPECIFIC NOTES �-1--i F-I--i BUIDLING SETBACKS 1 THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP-2002-066. THE PURPOSE OF THIS MAJOR 30' FROM PUBLIC R/W AMENDMENT IS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING. 50' FROM RESIDENTIAL DISTRICTS 2.STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWAIER MANAGEMENT FACILITY x 3.MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12. w m 10'PARKING SETBACKS DRAWING I \ 'SEX APPROVALS 0 B 6 10' FROM PUBLIC R/W 4 THE EXISTING SIGN SHALL REMAIN 20' FROM RESIDENTIAL DISTRICTS 5.THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. U UNDISTURBED BUFFER 20' ALONG BOUNDARY WITH RESIDENTIAL DISTRICTS 6.THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED 1 of 3 COVER SHEET 2 of 3 SITE PLAN i o MAXIMUM BUILDING HEIGHT' 20' 7 TRASH REMOVAL NEW DUMPSTER. 3 of 3 DETAILS A m 8.EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS. �j PLANNING DEPARTMENT v PAVING SPECIFICATIONS: ]L]EGE\ It 9 THE RESTUARANT USE SHALL OCCUPY 1 0 ACRES. LE GE d if PARKING AREA. 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9 5 SURFACE MATERIAL 10.THE MAXIMUM IMPERVIOUS AREA WILL BE 30,460 SF 3 ; :1 SIDEWALKS 4" - 3000 PSI CONCRETE S Benchmark 500 Existing Elevation/Contour £ h o 11 BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. -_IN E-- Existing Waterline ZONING DEPARTMENT CURRENT USE RESTUARANT / 9 x [500] Proposed Elevation a3 --0/E Overhead Electric 15001 Proposed Contour 0 PROPOSED USE' RESTUARANT y Power Pole • Slopes Greater Than 257. a0 °A% Exist Light Pole INSPECTIONS DEPARTMENT/FIRE OFFICIAL Ix PARKING SCHEDULE ..mi Prop Light Pole PARKING SPACES REQUIRED .', New Concrete Sidewalk E., 13 SPACES PER 1,000 SF MH Manhole E-, 4,850 SF/1000 SF * 13 = 63 SPACES C/O Cleon-out /,; Existing Concrete Sidewalk Z G SERVICE AUTHORITY w z 0 PARKING SPACES PROVIDED: Q d 0 EXISTING SPACES = 20 (INCLUDES 2 HANDICAP SPACES) Z NEW SPACES= 43 w a; TOTAL = 63 SPACES H ENGINEERING DEPARTMENT 1n a LOADING SPACES REQUIRED. 0 Z r aJ LAND USE SCHEDULE. ti�i''� '° REC n C1. PRE-DEVELOPMENT % POST-DEVELOPMENT % 1 R``'` VIRGINIA DEPARTMENT OF TRANSPORTATION a., o BUILDING: 2,600 SF 4 0 4,650 SF 7 4 ; SITE PAVED' 16,174 SF 24 8 25,610 SF 39 2 .. ._ C PERVIOUS: 46,563 SF 71.2 34,877 SF 53 4 -©- -IL- C/] H TOTAL: 65,337 SF 100 65,337 SF 100 Jril APR 2 ZQ04 BOARD OF ARCHITECTURAL REVIEW o ..- I �` co S y0 ii ,�\�� = FIRE OFFICIAL as VICINITY MAP 6A Sheet No: SCALE 1" = 1000' 14:14P/vt-irt4'41 () 4 1i 1}' Si of 3 Jai- \ ` v= tt = c \\ \ '', I J 1 J , r r \ i'j I 1 r� .� �, � ll ( ( I : Exbt storm t € { I [ 't v t vti � k x ~ \7`�)b=.7$ =1 \ \ %---� `� _ I ��I Exist storm wet ..I:: 8 \ \ y k' \ \ \ Cf 7--------1---- i ,-t![ 1 W •\ \ Parcek Y \\ \\ { \, �'_� I L-_/ - r Exist ( €' - __'—..__ —" fi 1 x \ White House Mbtel LLB \ ' ` /` i 111 �, ~\ t \. DB f,726- �56 East c o \\ �� 9 ._ - N.5 {y - 1 t[ \\ ` „\ 1 �.. RB•'',191`9- .Csss Easement / Imo'-., \ /.e• \vim^� i' •'""- �-- {-�.; L� '.1 1.( `+srat. n 1 I ll - w o TM 78 ,;1964 t 84 `,\- \ �' (" Parcel 11 ' ` ZOf�;°:I2r -EC -.. — T« r y Grading Eae.rNat \ — z`i— \ ` -[-- - I \� (i( m 8.008 Acs } ,'` ! r �' Ezist.Curb o Pavement T\ '� [ e; YR tel O (To be Removed to Property Line) ! ` { i i �i ( J Hurt Inv Co. 1 \ 0 sr oo—� ;` O ` i i { f' k DB 1919 443 t\ s, ® 8\W 446.98' 8 i i 1 • 0 i �s t I i �� �� / E: z S , i V DB 1964-184 t i �'ia98 / / / Ref of { l I 4j4 i Zoned; HC-EC ' Parcel 1OA ` - <�� •.� i` : ,. ,... . ., .,.�. � hQ- � �, ' N HG_, �� i ..., A ...,�.. ......,.... C p L i H OF 1 _. [1`es Vacant ;_ 1.50 Acs '`- - -/ Ix[4971 h x 1497R , t e x. ,ti m�,3 -- -r - `P <,\ A9T 1 --1 1 I i o? „ ,,;; ate - -i S[or Build 9 �� / 5 q S i \ - 1 � `.Yass¢loS LLC ., w .:,:� t,mpster Pad. .... Addition i .z1 Z € LL 1 :S — i 3R sevi . � �- f, ,;'1— i vE=as72 / I 1 ( Ft 71Y iNY R MILL\ ---_-_ . _ He oR �}Refer to Si for Detai ` I R s \ DB 1965-32 a — i t 1 ffR730542 No.E F� i a� ,o ? fisting Edge of Pavement SF Exist.Overhan �C+'1„^"'"" 30542 \ . \ to o , x IF / Existing 1-Story as O a g. j' CO• fist; `s4s. ��`� \ Ni Zenedy HC-EC e le Existing sting Pakng Building m� I� fSSrONAI ENa \ O ` `r = o FFE=497.2 BENCHMARK €' - ( 1 I ; \. LrI t =. I __ov.., I 'L (Asphdt to Remon)-""r°""ia" Roof-Nounled 0 5E ELEV=497 2 ad' > 3 a`s f ., \ r� n, iS p N 2.80 p I i ...� i . .. In r ;._ 1 $ T ._. s o - Eq parent 4,850 SF Total 3 .o LL ,Ll,'. O �i I I ( I I i Na DESCRIPTION Revislons.DATE \ \ \ \ A ao m u o- z.• ._ .._ ee Note) It ai O i r \ \ w ,.,, I I x='�- \• :,I 8 I New light Pole 4 ENGR Comments1017.03 \ s s 1 1 } - _ \ Exist.Sidewalk - (l)p of 2) 1 ). ( I ! 1 5 ENGR Comments 11,07,3 r ce r\ U N I f "It gll f t 6 Rev Lighting 1202 3 \ ,,tin To Be Removed) I Exist Water Service I i'' ( . I \ i' Y �.. I I A Pa.. �... ..,. Ezbt i I( j t 7 SPIN Comments 03.02.04 \ t 9 . C4Z1 0 I 58' o. /""` ��I ��{{{ / �, _....__ .....w_._..,. I $ 8 SPIN Comm .02.04 \ r V x 4951 6• N\ 1 i z J%���� 1 9 _ i/( '11 I k. s ,zeels 04 \ 4 .• , Rem�.i° _,\ Risk Str re Facility\ \ [ •R 3'' I R `a/ 495.1 X- 1 .'�1 HC rn B £\ \ \ ,.` ., i • 491.53 '"" 1493.81 ; R �3'R _ I ,y, .....__ 9 10'R I I , (' -1 \ \ ;. f y [493.01, ff —dddyttto, `'ate ' — . hiew-i-Sid �- — — — 4R o, _I_ J I ( j ... \ ,S \S \• ♦ „ l NEW ..- Benchmark Te- r I \ ;OCT, i i 30'Access Easement List coo PK Nog / ( I,�I,�-� I ) _ I �•.� -,� ✓: \\ 1 Adjust Tap m Qw49218 v J I ; t •,` \ \ + R Required Existing P rking _ .'4' -- i i CC I d EC-1 1 i� \ _ 15-mpg, i 20 Space O 9 x18' —r r . ` }.,o `� ) i , r • f ~' ` \ �:, � . 6 acea'"0 9'nX 1 To Ee Re strip d as 9 zi6 _ ( r ,' 1 444\ 6 - L species i` -- } sm2 ore • l • I \ ,, .1 \ �/,vdsani,,,' ``•�. ' A9 CO2 .. _. ''` � (T S<.aa P _ Edst LE or _ant _-» __ - _- —.�..._.._J r\,`--,/,;.• a - , ., I 5. , \ 'oC yrf'. _ �1• yet�,;.... ._..__.._ .... ......... .... .... .. . ...... i ...".,_.. ._ ....._. .. ._.... __.."_. ... _ ... .__. ql.sign I,4, "� I—a i { : F�-a 'F e o r TM 78 = 1 !`� I '` ----______ __._.._.._ __ - -6- 1'4 Parcel 9 _ i m o em W 18.829 Acs \ _ --- --_.__. xiat c/o O'43'58_E 423.4 :' 6:Il i i 1 o Albemarle Hotel LLC i \ / J i 2'"'t) ,,' 1 . , ; t':ai { DB 1911-359, DB 1965-32 , j \\ rT \ _,� __ _ Tm 78 1:'t i , o Zoned, HC-EC 1 I i \ i / — —..., �BBBg 1st.Retaining Wal it• I Use. Vacant �` + ii \ �� `J Pareet 5 r i s I I \ Free Bridge Auto Sales , I A pl I I / , 111 I `, v DB 1965-32 . ....- ' ' .rs 1 \ `- ._ Zoned; HC-EC - _._ ( , ;tiJ� 7 i 1i i 1 \ I e d+k 2Zn�b7l safe & Service i i (i ( ' o t ��� vv i t ` I E _ -- --- --i 1..,__ I {y I l 1� o 0 0 " \1::1-1 I!j`. NOTE Building Roof shall completely screen •'" i I Ii ( \ 20 0 20 40 80 •0 t ..,'Future Storm fx i r' i i 1 mechanical equipment from EC. •w■�■�■w■�■��� pp Imo .i !1 SCALE 1 ' - 20' C4 .See eeM. Exist Stone Inle 1 €$,i 11 1 O1 t Too be Removed ,:, t I,,o`-I i 11 1 co.10)1( ' , - „ - - Fa Exist.Storm Inlet i 1 E '� - ,4to iti. To be Removed ',,[1 1 j�L'+-'CJL..:, ��1 Z 0i r [ 2 T Exist.Polo be Relocated ;= �k -_ ----_.---- 1 (- Z O e N - i APR2 2004 Ix V 1 11 1 8 �� \ Revised i _._....... ......._ -- ( Entrance/... 'lei (I 4by 1,1t 1 ;.` -.if- :� // .111 1 'Al .! W 0 koperty Una) -rrrrrrr� r a• °44•-y, i, 6 fir �, i F 1 0 bp 495 { - -- --195 Crest Elev=4870 ra �d Concrete a+ • n� f- I 1 n ii 0 # ..._.... Anti-Vortex V] H +> _'�__"'_`^",ty'','i ' '4. s s II 4 __...... _._..._...._.. _ ._. _ �,•. .-- 490 Wee Qev 186 0 r �I : / _ 1��f1Y Device (X ..._._ two _..,........ _ A t , � i �"" 1 rl 1 1 e ___ 6 orifice Inv=485 o Grote Inlet II I ? � E �v" ( - f�✓ 1< 1 r �D Pon oa>� i i ' r . - .....""'" _._. .r-4: it mbonkment �+ ,/l d _• I 4�5� a — _ , I t `�g 1 q' i 1 1 ... s pry tat• _ R .. ..- F :;l w 1 ' 480 verhon {; .1 m r �) rr. 1 .r - oi:.' BIO-Filter Area 11 0:3 y I [t: ( `� �f Q i i f ...... -. >«_.'.a.._ 2'Diameter ,g, ,-' , 1 475 r„ya 475 Concrete Manhole 15'HOPE Outlet BENCHMARK .,) 1,�5'�"� ( ...,�..... r I ELEV=497.2 �,• i i ~I > ( # i I tit .... _.._ .._,_,,.._.__.____. __..____.. _._:�.. __...._.....:_.�. 4'Ori , _ : r ! Inv=481 0 ? r r ......-......_..itQtE:O•:SV#34--____. . 470 470 ..' x, Sheet No: 0+00 0+50 1+00 1+50 These improvements shall be submitted as a ..._ =� 1f'Depth Minor Siteplan Amendment when the of VDOT fie r, AZ REVISED ENTRANCE DETAIL ®Buildtinq Footprint STORM PROFILE A OUTLET STRUCTURE DETAIL ,cE REVISED entrance is relocated onto Parcel 10 eruct I.-e0. e of 5 2•12 I..2 x� • Not To�' r-1OVert