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HomeMy WebLinkAboutSDP201800062 Plan - Other (not approved) 2017-02-06EXIST NEW DESCRIPTION 16P TC x 195TC TOP OF CURB ELEVATION 165 X 125 SPOT ELEVATION 165 TW r 125 TW TOP OF WALL ELEVATION 1 eSW X 1 25 Bw BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER R, RD ROOF DRAIN SEWER LINE .Y WATER LINE GAS GAS LINE C+ OHE OVERHEAD ELECTRIC WIRE UGE UNDERGROUND ELECTRIC OHT OVERHEAD TELEPHONE LINE LW UST UNDERGROUND TELEPHONE LINE DRAIN INLET (DI) STORM/SANITARY MANHOLE E L PLUG ° 0"" WATER VALVE & BOX 4- FIRE HYDRANT 25] WATER METER 51TE DEVELOPMENT FLAN fOR E)OYD TAVERN MARKET TMF 09400-00-00-039005 5DF20170000EJ Von I qbko, LIGHT POLES �€ . UTILITY POLE PROPERTY LINE — - - — ADJACENT PROPERTY LINE 3 ®__®®®® VACATED PROPERTY UNE IMAGE PROVIDED BY GOOGLE MAPS BUILDING SETBACK SHEETINDEX PARKING SETBACK SHEET C I - COVER' SHEET SHEET C2 - EXISTING CONDITIONS DEMO SANITARY EASEMENT SHEET C3 - SITE OVERVIEW / SIGHT DISTANCE LINES GRADING EASEMENT SHEET C4 - SITE PLAN DRAINAGE EASEMENT SHEET C 5 - GRADING � UTILITY PLAN -- UTILITY EASEMENT SHEET C6 - LANDSCAPING PLAN _. WATER EASEMENT SHEET C7 - LIGHTING PLAN ACCESS EASEMENT SHEET C8 - VDOT ROAD IMPROVEMENTS SHEET CO - P RO I~ I LES $ STO R M WATE R DETAI LS STORM DRAINAGE EASEMENT SHEET C 10 - STANDARD DETAILS � SPECIPICATIONS �-� TREE LINE FENCE STREAM 312 12 INTERVAL CONTOUR 300-- oo INDEX CONTOUR CG-2 CG-6 CG-2 C,-6 STANDARD 6" CURB COMBINATION 6" CURB & GUTTER g " CONCRETE PAVEMENT / SIDEWALK v RIPRAP ASPHALT GRASS EC-2 MATTING EC®3 MATTING WETLAND to 10 PARKING COUNT CROSSWALK �rif/M HANDICAP ACCESSIBLE AISLE 1J� CG-12 HANDICAP PARKING Y BUILDING■ DEVELOPEROWNER / Owner: Virginia Oil Company Incorporated 1100 Harris Street Charlottesville, VA 22903 Developer: Tiger Fuel Company 200 Carlton Road Charlottesville, VA 22902 (434)293-6157 ZONING Primary: Rural Area (RA) Secondary. Commercial (Cl) Entrance Corridor (EC) Site Subject to Supplementary Regulations Specified by Sec. 5.1.20 LEGAL REFERENCE TMP 09400-00-00-03900 - DB 3195 PG 402 PARCEL B DB 483-343 PLAT BENCHMARK Benchmark for boundary survey is an iron and cap set across Black Cat Road from the site. Elev. = 464.26' See sheet C2. Datum: NAVD88 SOURCE OF Boundary survey information provided by. Kirk Hughes & Associates 22-0 East High Street Charlottesville, VA 22902 (434)296-6942 Topographic survey provided by: Virginia Resource Mapping (April 15, 2004) 210N21stStA Purcellville, VA 20132 Additional topography by: Stanley Land Surveys (April 20, 2018) 106 Crofton Plaza Palmyra, VA 22963 BUILDING I T Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: 22' SETBACKS Front Min: Building 10' from right-of-way Parking 10' from right-of-way Front Max: None (abuts principal arterial highway) Side & Rear Min: Adjacent to residential, rural areas, or the Monticello Historic district boundary Building 50' Parking 20' Side & Rear Max: None Buffer Zone Adjacent to Rural and Residential Areas: No Construction Activity - including clearing and grading - within 20' of Rural or Residential Areas Section 5.1.20 - Petroleum Setback for Storage Tanks and Loading Facilities 100' EXISTING Vacant Land w/ Cemetery PROPOSED USE 3,739 SF Convenience Store with Storage and Sale of Petroleum Products FLOOD ZONE According t6 the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO475D), this property does not lie within the Zone AE 100-year flood plain. PARKING SCHEDULE Proposed Use: Convenience Store Required Parking: 1 Space Per 200 SF 4,239/200 = 21 Spaces Required Total Number of Spaces Provided: 25 Spaces (includes 1 van handicap accessible) SANITARYWATER & I All water and sanitary sewer services are to be provided by private well and septic. Water consumption estimated to be less than 50 gal/day. Proposed landscaping and calculations are shown on Sheet C6. CRITICAL SLOPES Critical slopes are shown per Albemarle County GIS. Disturbance of a small portion of managed slopes is proposed to allow for a turn lane. According to Section 4.2.6(C) accessways shall not be required to be located within a building site and shall not be subject to the requirements of section 4.2.2, provided that no reasonable alternative location or alignment exists. WATERSHED This site is not located within a water supply protection area. USE SCHEDULELAND EXISTING Area % RA Open space 401,057 SF 73.7% C1 Open space 142,833 SF 26.3% Total= 543,890 SF (12,486 ac.) PROPOSED Area % Building 3,739 SF 8.4% Pavement 37,550 SF 84.3% Sidewalk 3,273 SF 7.3% Impervious area 44,562 SF 8.2% RA Open Space 401;057 'F 73.7% C1 Open space 98,271 SF 181% Total= 543,890 SF (12.486 ac.) SIGNS All signs shall conform with Section 4.15 as applicable. ITE TRIP COUNT AM I PM Use Description ITE I Qty lin out ITatall in out Total Gas/Convenience 945 3739 SF .1221 1181 240 1451 1451 290 QP J s IsHimp Lie. N . 45183 rd IN o � NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. �; 1 _ y ■}1,60 / i � C' j - , / , / /' ,� / r v � / t-'�'� --- /'�,✓ �' ( ��� !' �-J'1 ma`s , J�, r r r'1 C ` - _ _ _ _ _- -.-�"'��� - -- ++ \ } , I NI T E S T/A T I \ \\ \ \ \ COMM NWALTH IuE VIRGIOIA -- `\ \ i r \ u •' / STAT HIGHWAY PLgT B®aK,4, PAGEStK 00 --Ilf ---- —'_ O (Ar \\ � �1vvrv�/'✓vim � ! �' r t� f I � % ! . � _ , � " /" j r t `\ '\ t \ \ V A\ A � \ \`V A A +\y V +� V� © }} A-rIAP+ a9 0—©0-ob—aA� o i 1 TN/� �KAREN Si' JQ�INSpN f - f \ ( rrr f y D r677 r 60p PILAT Iy r L NE' RA , Pk:SgNT 1 � � , t/ \\\ \\\ � 1 \ \ E� ,SIf�C�� �/ANVILYI I \ \\ `� ` � _ �ID,ENTIAL r ' ,' \ \ \ \ \\ \\ --------------- /,t (l �I to i \ \\ \ \'TAX MAP 09400�00-00-03\g00 11\ 1 P R \ �IRGINI�\ OIL C MPANY \INC®RPQ ATED `� I j �r ` \ (� 1,1780 ACRES ` \� -PARCEL-.,A ,542 .� \ -.` \ \ \ \ TAX MAP 09400-00' :00-03900 I�B 483-343 'PLAT / -_ \Z❑NE+ C-1 \ GOMMERCIAL 1, \ VIRGINIA QIii COMPANY INC�RPt}RATED �-- ` - -- - -\\ 1P,48G-ACRES _ )% PRESENT\ USI i VACANT CQi1MERCIa4 1 \\ Db\ 3195-4 02 PARCEL B DB 483-343 PLAT f \ SO `I ; v 1I I \11a,160 t 1 - _-------- N \ !t \ \ \ \\ � I ------------ — - 420 — `t t Q�" ` \ TA) MAP 09400-00-00-0390fl-_`;- I VIRQINIA'I1IL COMPANY INCORPORATED --- ,'� / I ! f i FR��'oV \1,486 ACRES { �C fiU IUD 3195 402 r �.rQo-t sro ! F\ARCEL � I - E ! f r /r- S, R \ 48v3-343 Py AT - /No`te: According to the Code of Virginia, 1 ; - / -Al�7 - / Section 577--27.1, owners of/ private / f� - — ! i -- _1 �' /'p�opert} on whic/h a cemetery is located/ to 1 i ' ` t ------ shall allow ingress and egress tote © cem�tey by {i) family membersr descendants of deceased porsons buried there;\\(ii) any cemetery plot owner;,/ dny person 'en gaging in geneology ress rch, who has \given reasonable' notice t,o the OWi@r of recard or to the acupant /f the property or both.,- ( Ik Existing Lvorgreeh Dec)[d6 $, M' /ta b�/'Exis$ing Div rt 70 RerngVE''d (/ ' / and Entra a I� 46Q \ - \ r c:r _.,ail �� I \ ,/ t / ; t /, 1 ! to Pe Kerrie co I tK /_ _--- TAX MAP 0940-00-00-04000 / KAREN S. J❑HNS❑N ----' ►,t P'PE Fv I c� lit DB 4677-210 - r' tt y ' } % 11 r' ( r fr '/ // k- /! 1 111 � { 1 J1 1 r Il \! \\\ `.\\ / t/t (, WB 99 =609 , , }{` \ I I _ � //i!f 1/1 1 ! 1 J �� \ � � , / �-- I13�-34D_ 40_7__-`"' _- -_ � l } \ 1 \ __ DB 426-421 VD❑T / ` 1 t r !' \\ (' 1 l l-__\ \1 { I l II l ( ! r•' / /' / , Ir i ,` I ' l I v `. - ' / ` DB 78-392t PLAT � r-- ` ZQNEI RA 1 - PRE E-NT- TIS'El VAC -ANT RESIDENTIAL 4' Exi$ting,'Evergree "A 1 ! I I a , � -� dt DeCI,dlJaL9 A/iD ,\ t CLC!(i�!/�J /Qj��gxls�ting� b� 00o__ _Rel ted ----- --- -----` IV- --------------------------- Qj IV-� TEMPORARY/!BENCHMARK L3 ,4RON ROD NY/ CAP Q ELEVATION'= 464.26' = W 1 + 1 I I / i 1 I t }� + , t r , l 1 / / ! I r / l ' I / + I ' r I a r , ! � r 4., l I \ 1 I l l I I r I c \ r t + 1 I I � ! t } I fs \ \ rrr I -\ U U, ( M. SHIMP > Llc. `. o..45183 L` 81'QXAL E 50 i 50 100 150 SCALE: 1 i 20 0 20 40 60 A - ' Landscaping Requirements: Section 32.7.9.6 Landscaping within a parking area 5% of parking & circulation area shall be landscaped with trees or shrubs. One (1) large or medium shade tree per ten (10) spaces or portion thereof. Required: 37,550 SF parking/circulation area * 5% = 1,878 SF 25 parking spaces * 1 tree/10 spaces = 3 trees Provided: 1,969 SF w/ 5 trees / :- tXl� i lives riv cc Commercial uses must be screened from adjacent rural areas Section 32.7.9.7 Screening DEIDUOUS U00S MIX / GRXIDING, PERM}TIED} I I Parking areas must be screened from adjacent rural areas n in may consist of existing vegetation or a 2O wide strip of evergreen trees 15 / LIMITS O E T H - � ✓� / Screening y 9 9 P g , f�r��'RC, �/1,�,TE LII�/ � on center or shrubs 10 on center. vegetation is to remain on west and southwest portions of the site �-+ / JG �`SCAI CEMETERY-' Provided: Existing �\ �-® 9 ve g 50' B ®m G SETBACK. - _ ® ®T� that are adjacent to rural areas. Six (6) additional trees planted along west boundary 1 , / ' D H 48 3 71�, 4/ .r to fill in the gaps of existing trees. 34 r �l / � `.. "� APP.ROX:'• NEW" .WELL.. •� /i ATI11 . WITH .ONLY- ED Section 32.7.9.8 Tree Canopy z / / - -- _ /' 1 /� 10' LEVEL 3� / ...01 N 0 t z / Commercial uses must have 10% tree canopy. �s1�FEADER _ i : w W A SU I W Required: 142,833 SF site * 10% = 14,283 SF canopy required \ q Provided: 19,314 SF existing canopy + 3,937 new = 23,251 SF / �� J 1 -�'' TREE 3 Notes: / / / ���f ���� ��s� 1,� PROTECTION 34 FENCING 3 Al E PRIVATE _ ® ERVICE / W TER S( / 1. All existing trees to remain shall be clearly marked and/or protected with fencing A / CTION prior to commencement of work. See Tree Conservation Plan Checklist and Tree Fencing Detail Sheet C10. / _"- _ -� ( I`�: " 4Q 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned I / minimally and only to support the overall health of the plant. I 52 ry / RISER a 0 Iz PROPOSED LANDSCAPE SCHEDULE - ,� x �' / / 4 !I Total PAD Min. it Total �. cant / Q ono 1 Height( C { . ei Plan PY PlantingType Botanical Name Common Name Col./Heigh SF Syft In I j / - -�; I 1 Q Yrs � 1 R / If� f I 1 " Large Deciduous Tree Quercus albs White Oak 2.5 2 22 243 4F36 �1E41t 1 X, Thornless `--�...__ ,-•....�� '�-�-,...r` I' l . ,. � Gleditsia triocanthos 424 1272 Large Deciduous Tree 2" 3 31 9 inermis Hane ocust - o a / var. yl - _ :DRAIN ; F ff / 1...:•�t�s�x.-.��.x...�"�.�{.utr.�.>�f...�.�n.`'rc�.ct I / . . �r•.:;f�lf::ff..:€or:;'fio:�.t'>ta Cedar - : ..:................•....... .............•...:--...--... Y.. . Cr tomena japonica Japanese Ced 16 5 123 1968 .:. .- • _ -, ,.. -..... ........ .......•............,..:•.::... ..-.-..�•::':;::•'''••>:.....•:::.:..•... Needled Evergreen yp p p 4 5 Ht. 2 b / '."`�----. ,I ��.� ." ', • - •: o meeft.�.aic:a1':•.';e, �.tl :r.Y�:erg:'t•.::frgt�xt•::-.E>�t$...En:tr ..��::-�r�rri�#�.: � � ! -- _� • , b •te �:� A. Bedford , Rhododendron Arthur ' ...., >:: ...... 7 21 ........ Sfttitl'GL.:::5'T.O.`....::.::::':::'..:' ..::::-: :-:. Broadleaf Evergreen Shrub 2 3 6 �''.'-- ,.•..••.......- .::- :--:::.'...'..........:........:. _. :...:...:::.:::•.:..: / 9 Rhododendron / / � 1 Bedford - I .....,... . ` � .•Car o tens 'Longwood Deciduous Shrub Blue Mist 2I 11 4 10 110"<"'• ... / 1145, y xa t: Blue _ _ ,.,. , .: � ,.. .......... _.........., r 1 �.-�- t p 1 ........... < : '.....'::::. Fragrant Daphne 80 _ -.• Broadleaf Everg reen Shrub Daphne odors 8 4 1C?..................:::. P g P 2 r �_ �� I l 9/ ..............: < ........... ... ' �.. .............::;.. a / .�e • Pachysandra Green Carpet ......................... ....... ........:.<.�...:•.:.Ground Cover '`.::.•>.:':.:.' � _ P. 110 t TOTAL �- '`---._.. ' .............. a P p 39 u7 ' �; / S F: ` �P. I on vp 1 10 1 �.= �- . ! , - F. . SEE • { SET TRUNK PLUMB / = � I I S FOR EXACT / I PLAN -- �--.. AND SPACING., LAYOUT C) c� ! i i ~� r , J - Q< 5IR41 tr u.. - ' TIES ARBOR TIE I TREE .-•.. —. � � _ �-�� - � � � , 4 i � 1 1 2 S Q- OA K STAx Es — r' f I = . „ / I c RA 1 SET 180 DEGREES aUT ..,. ,_ - _ 1€, APART �. ?,N,f FINISHED GRADE APPLY 2" OF WO( AFTER PLANTING WATER THOR000I- 4" COMPACTED E WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, F PLANTING SOIL AI REMOVE BURLAP STRING FROM TOI OF ROOT BALL UNDISTURBED SOIL - TREE PLANTING DETAIL C'� Not To Scale SEE FLANS FOR, EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR, AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAFE ARCHITECT. d� MULCH 2" DEEF IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. �, v PLANTING FIT. FPEFAP.ED SOIL FOR SHRUBS 50IL5UFFACE ROUGHENED TO BIND NEWSOIL 0 I LO SET SHRUB FLU MB. TOP OF FOOTBALL SHALL NOT bE MORE THAN I " ABOVE FINISHED GLADE REMOVE BURLAP FROM TOP 1 /3 OF FOOTBALL 3" TALL VVATEPI NG 3EKM r2' SHRUB PLANTING DETAIL WNot To Scale FINISHED GRADE 777 J a-• )T // M. SHIMP Lic. No. 45183 ra l I �1 20 0 20 40 •# Ordering guide Project- Location: Cat No: Type: Qty: Notes: The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED Color - Prefix of LEDs Current Generation Mounting 0 Distribution 0 Voltage 0 Dimmingcontrols Motion sensing photo -sensing 0 Electrical 0 Luminaire F__1 Finish 0 ECF-s =❑ ECF-S 32L 530 WW-G2 AR Type 120 120V DD 0-10VExternal IMR13 PCB Fusing Square Pole Textured ECOFerrn 32LEDs 530mA Warm White Aim Motint 208 208V dimming (by others)' Integral with Photorontrol Adapter 2Type2 Fl 5ingte BK Black Site and Area. (2mcdules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control' #31ensa Button's ( 12Q277,347VAC) r includedin WH White Small 70UmA Generation2 left90" 277 277V PAWS Field Adjustable" IMRI7 TLRD5 F2 Double standard BZ Bronze The following 1A NW-G2 2-270 Rotated 347 347V SW Interface module Integralwith Twist Lock (208, 240, 480VAC} r product DGY Dark Gray 1050mA Neutral While mounting light270' 480 480! foriiteWis2°J u7lensE Receptacle SPin TB MGY Medium Gray 1.2A 4000K, 70CRI kitsrnust UNV 120-277V LLC2 Integral module IMRO TLRD7 Pole Mount Fusing Terminal 1200mA Generation be ordered Type (50160Hz) „ with #2tens" Pole mounted Twist Lock Block' Customer specified FP1 Single separately HVU 347-480V LLC3 Integral module motion sensors Receptacle 7 Pin 020,277,347VAC)' RPA 3TYPe3 RAL Specify 48L 9D0 CW-G2 (See 3-90 Rotated (50r60Hz) with ll3lens'k (seeaccessones) RRPC FP2 Double Round Pole optional 48 LEDs 900mA Cool White accessories) left90' LLC4 Integral module color or RAL (3modulesl IA 5000K,70CRI with;i4lens's Twistlotk (208,240.480VAC)' Adapter (ex:RAL7024) IG50mA Generation2 SF 3-270 Rotated Receptadew/ FP3 Canadian Double ( Btsto3"-3.9" CC Custommlor Slip Fitter right270' � a0immer.Automatic Photocell' Pull(202,240,480VAQ O.D. pole)"' !Must supply 1.2A tZ00mA Mount ,� Type profile Dirnming ' HIS colorchip (fits to218' SurgeRotectlon Internal for required 4T p4 yp- CS50 Safety50% 64L 940 O.D. tenon) 4-90 Rotated Oinnning.71hours' (tOkAstandard) Housing factory quote) 64LEDs 900mA WS tell90• CM50 Median 50% SP2 Increased20kA Side Shield (4 modules) lA Wall mount 4-270 Rotated Dimming, 8 hours' ID50mA with surface rlght270. CE50 Economy50% conduit Dmnming, 9 hours' rear entry Type DA50 All Night50% permitted Dimming' 5 Type RAM 5W Type 5W CS30 Safety30% Retrohtarm AFR Dimming, 7 hours' mouitkit' Auto Front Row CM3 D Median 30% AFR-90 Dimming, 8 hours' Auto front Row, CE30 Economy30% Rotated left 90' Dimming, 9 hours' DA30 All Night 30% AFR-270 Dimming' Auto front Row, Rotated right 270, L Avallahle only on 120, 208, 240. and 277 (or UNV) 2. Spedry Voltage 3. Not available with 347 or 480 voltage 4. HIS not available with Type 5 or 5W optics 5. DD is required for LLCR and pole mount motion sensor. Dinmiin g leads are supplied through back of luminaire. Must be ordered separately (See accessories page) ECF-S_Gen2 09/17 page I of 9 6. DCC and LLC2l314 not available with any other controls 7. TB not available with DCC 8. ECF-IMRI equipped with out -boarded sensor housing when voltage is HVD (347-480V) 9. Mounts to a 4" found pole with adapter included For square poles. 10, Not available with SF and WS. RPAs provided with black finish standard 11. Limited to a maximum of 45 degrees aiming above horizontal 12. SW option is not available with any other control options with the exception of IMRI3, IMRI7 and SW-IMRO motion response options 13. Available only on 120V and 277V 14. Not available with DCC,IMRI3. IMR17, 5W. LLC and CSlCMlCEIDA (➢yna➢immer). PHILIPS x f' SFC r, ' -s Project: Location: Cat No: Type` Quantity: a C U� US Note,. .: t Philips Gardco SlenderForm SFC/SFCR garage and canopy luminaire features high output LEDs and a sleek, yet powerful, tow profile design. The thin 3" profile ` combined with LED high output performance make SlenderForm the ideal choice for exterior ceiling mount and canopy applications. SlenderForm luminaires also provide LED solutions for parking garage applications requiring higher light levels, including entrances, and for garage areas with high ceilings. Ordering guide example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY LED Drive LED Color - Prefix Controls Distribution Count Current Generation voltage Finish Options 48L - =- SFC — 3 48L 250 NW-G2 120 120V MGY F1 Single Fuse (120, 277, 347V)'s SlenderForm Standard Type Ill 48 LEDs 250mA Neutral White 4000K, 208 208V Medium Gray F2 Double Fuse (208. 240, 277V)lI Ceiling luminaire Lurninalre 5W 400 70CRI Generation 2 240 240'J F3 Double Fuse ('LUB, 240.480V)" SFCR DD Type V, 400mA W W-G2 277 277V Canadian double pull SlenderForm 0-10V Wide 550 Warm White,3000K, Ceiling lurninaire Dimming Distribution 550mA 70CRIGeneration2 347 347V DL Diffusing Lens (ieduces (recessed mounting)' MR SIR i 1700 CW-G2 480 480V performance significantly) Motion Type V, 00mA Cool White 5700K, UNV 120-277V PCB Button Photocontrol',_ R_ onse's }sp e g Rectangular ular 70CRI Generation 2 BX Bird ExcludingShrouds�' Distribution 909 900mA4 JB J-Box for Pendant Mounting" CD C L Glass Lens assembly Concentrated Downlight 1 SFCR recessed mount NOT avaitabte with 900rnA, 4. Specify actual input voltage 7 For rigid and swivel pendant mount. MR, PCB, BX or.JB. 5, Not available with 5FCP recessed mount units. Pendants by others. 2. Lurninaire includes 0-I0V input wires for dimming 6. Shroud is for Pendant mount only. 12" (30.48crn) control by a dimming system supplied by others. minimum pendant length required Pendant by 3. Only available to 120 through 277V. others- Option is Installed in the field only. Accessories LED Wattage and Lumen Values Standard SFC & SFCR luminaires (order separately) Ave 3 5W 5R CD System Color System FSIR-1005 LED Current Temp Watts Lumen Efficacy Lumen Efficacy Lumen Efficacy Lumen Efficacy MR hand held programmer Order Code Qty (mA) (K) (W) Output (Im/W) Output (Im/W) Output (Irm/W) Output (tm/1N) For Llsewith'MR'motion SFC orSFCR-48L-250-NW-G2 48 250 4000 38 4636 121 4804 125 4660 122 4656 122 response when field SFC or SFCR-48L-400-NW-G2 48 40G 4000 60 6932 116 7182 121 6968 117 6962 117 programming is required. SFC or SFCR-48L-550-NW-G2 48 I 550 4000 82 9323 114 9660 119 9372 115 9364 115 If desired, only one is SFC or SFCR-48L-700-NW48 70Q 4000 104 116Q9 112 12028 116 11670 1"12 11G59 112 needed per job. SFC or SFCR-48L-900-NW-G2 48 900 14000 133 1 14184 1 107 114696 111 14258 107 114245 1 107 Note: Due to rapid and continuous advances in LED technology, LLD tuminaire data is subject to change without notice and at the discretion of Philips. Lumen output by optic type wilt vary slightly. See IES files when available. All technical data is subject to change. StenderForm_SFC_LED 04/17 page 1 of 4 Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage er Number Lamps Lamp Factor 2 PHILIPS SFC-5R-48K SLENDERFORM CANOPY, LEDGINE 3 IP66 1 ECF-3-135LA 15792 1 103.8 GARDCO —700—NW— 32 48 LED'S, 4000K CCT DRIVEN AT 700mA —6470—NW(1) .IES 13 B 3 PHILIPS ECF—S-48L— ECOFORM AREA LED ECF LEDGINE SLID 1 ECF—S-48L— 12029 1 135.1 GARDCO 900—NW—G2 — SMALL, 48 LED'S LIGHT ARRAYS —G2� —2 4000K CCT DRIVEN AT 2.IES 2.IES 0 900mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 0.5 fc 11.1 fc 0.0 fc N / A N / A NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pale base. 2. All canopy mounted fixtures shall be mounted at a height of 20' or height of canopy. 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 20 0 20 40 7r,11 TC$O M. SHIMP .45183 /I � Source: r 6a a ! s 3 BOOK a M '- -'- $fir K. factor 0.1447 PHV(AADT*K*D) 1031 AM PM Use Description ITE Qty in out Total out Total 3739 Gas/Convenience 945 SF 122 118 240 F:14 145 290 Right Turn 13 Left Turn109 i / O i i � l / I ; , Sbi.d-Wfiite line �T -Ski Tine r= Yellow striping per N OOT Inspect�J�✓ n SEE NOTE I +iOvin 'iV104,jhe Open- n .n inn' a`'�'�, f -1 n 'WU m f � irf(.OfiK�'aOF'Ef ON 1,�HIlw� L owl 2 REQ MF t , SEE (NQTE t..:, . E NOTES-1 €= — z � 3 4 k ON - HE -�. -la N 01 k i b— - 1 a EE'WOT, 0 c420-2 (V) Pay':tit1-111 JU ' ' SH , P Lic NC j5 County of Albemarle Conservation Plan Checklist -- To be placed on landscape Plans (Handbook, pp, '111284-1 I1.297 for complete specifications) I The toll w�, inst items shall be shown on the plan: Trees to be saved; Limlts of clearing (outside dripline of trees to be saved); Location and type of protective fencing, ® Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2, larldn s: All Trees to be saved shall be marked with print or ribbon at aheight clearly visible to equipment operators. No Stud ng shall begin until the Irce marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference:, tee preservation and protection measures shall be reviewed with the contractor on site. 4. E ui mentO erntlon and -Storage: CR Heavy aquip'nenis vehicular cultrtra tand storage of co nstruction materials including sail shall not be permitted within the dri lines of tress p drip lines to be saved. S. Soil Frosion and Stortnivater Detention ")vices, 51 Such devices shall not adversely affect trees to be saved. 6. Fires" Fires are not permitted within 100 feet of the dripline of trees tube saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. I?rotcclivat,T?eneina: ` ites to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells; V41U Wlicn the ground level must be raised within the dripline of tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls. Vlt When the ground level must be lowered within the dripline a tree to be saved, atree wall shall be provided; and a construction detail submitted for approval II. Trent#r!� arrd'1'ultrreline; I�A D When trenching is required within the limits of clearing, it.shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shalt be considered as art alternative when it is anticipated that necessary trenching will destroy feeder roots. 12, Cleanu : Protective fencing shall be the last items removed during the final cleanup, 13. Damo ed Trees. Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER GNA'1 E (DATE) __J)� 1J 3' CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 460 455 450 445 440 435 430 425 470 465 460 455 1 "=20' LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only Z va L z v v a v Q. o > a ai Q Z QJ v Q, E (D Q v a a (� E a� � O ur �J o U) �„ 'n X ar c Q) U :n try _� O F Q U cO CD L cu _ Q_ ID � - CU Q U i6 :3 C N L C S Z3 � V} S U U !Y U CyJ a 0 a- I (D I- W a o 1 0 U n U L :�i 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ( ft/ ft) ( ft/ ft) (ft/ ft) (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) B3 DI-2C 20 0.88 0.78 0.69 7.1 4.89 - 4.89 0.015 0.01 0.015 - 0.14 0.5 0.28 9.58 4. 7 - 2.76 0.015 0.5 B2 DI-2C 6 0.41 0.87 0.35 7.1 2.51 - 2.51 0.015 0.013 0.010 - 0 0.5 0 0 0.35 4.0 1.41 - 1.41 0.015 - 0 0.5 0 0 ` I LD 229 Storm Drain D��ll Computations s Boyd Tavern AMet From To Catch Runoff Inc Accum Tot Tot Tot Flour/ Up Ian Pipe Inv Pipe Pipe Velaclty Stow time A Coef AC AC Tc Int (rational) Inv Inv Len S Dim Cap Inc (ac) (min) (in/hr ) (cfs) El: El (ti) _ _ _ % (in) (cfs) (ftts) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 460 455 450 445 440 435 430 10+00 10+50 11+00 11+50 12+00 12+50 5 VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN GALVANIZED WIRE MESH BASKET * FILTER CLOTH SECURE WIRE TO GROUND WITH WIRE STAPLES -� 7' MIN. I 3' UNDISTURBED SOIL ow 470 465 460 10+5055 7' LENGTH SECURE WIRE MESH TO TIMBER 6X6 TREATED TIMBER REBAR TO It' SECURE TIMBER .=irk , d._ - 6" MI MIN. 6' LEVEL. SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP 3 LEVEL SPREADER PROFILE C9 NOT TO SCALE 2:1 OR FLATTER STORMFILTER CARTRIDGE FILTRATION BAY 1 4 I ;11 TRANSFER HOLE COVER PLUGGED -CARTRIDGE TEEM 91)" INLET BAY OUTLET J BAY SECTION 13-13 VAULT STYLE:51L FLOW 9B° Area Name Area (sq ft) Impervious C A Pipe Section B3 R2 38270 17757 30888 16743 0.78 0.87 0.88 0.41 133-132 132-131 STORMFILTER DESIGN TABLE «THE 8' x 12' PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD . THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR RIGHT INLET CONFIGURATION. +ALL PARTS AND IN1 ERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED, CARTRIDGE HEIGHT 27" 18" LOW DROP SYSTEM HYDRAULIC DROP (H - REQ'D. MIN.) 3.06, 2.3' 1.8' HEIGHT OF WEIR (W) 3.00, 2.25' 1,75' TREATMENT BY MEDIA SURFACE AREA 2 gpmift' I 1 9pm/ft1 2 gprrJfi2 1 9pm/ft2 2 gpmJft' 1 gpmlfi' CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 T.5 10 5 Wf' TECH rrww.contecr:EN.cem SITE SPECIFIC DATA REQUIREMENTS STRUCTURED " WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (ym) # OF CARTRIDGES REQUIRED " CARTRIDGE FLOW RATE MEDIA TYPE (CSF, PERLITE, ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE OUTLET PIPE INLET BAY RIM ELEVATION FILTER BAY RIN1 ELEVATION ' ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTESiSPECIAL REQUIREMENTS: INTERNAL WEIR ELEVATION:'(X.XX (DIAMETER VARIES) N.T.S. FRAME AND COVER AND ACCESS HATCH CAST FLUSH IN TOP PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING RADIAL MEDIA DEPTH SHALL SE 7-INCHES FILTER MEDIA CONTACTTIME SHALL BE AT LEAST 37 SECONDS �i i • i - -- SPECIFIC FLOW RATE SHALL BE 2 GPMISF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE 1T=�r7 ;ii \/�\ MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM). --------1________________1______- _ STEP TYP ( ) GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH() APE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. I I 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH 11 1 REPRESENTATIVE. www.ContechES.corn HIGH FLOW g B 4-$_= 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN BYPASS WEIR � 1 J "' THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5. STRUCTURE SHALL MEETAASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 11 -Ir 11 1i -I� --fT' J II !I II I I I CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. I + y II P I I' It I -T� If _ INSTALLATION NOTES -r-.L----1 III if I A. ANY SUB -BASE. BACKFILL DEPTH, AND/ORANTI-FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD- f - - B CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. INLET TRANSFER D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. BAY FLOOR HOLE TO E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. FILTRATION F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. BAY FILTRATION BAY FLOOR ELEVATION 4� StormFiiter' T C�,lft Ift�� I"r HINIP Tic. No. 45183 4� tONAL � I"AM TAr-v, COAT ..THE PROPOSED EDGE OF EX -IBIS PAVEMENT (AS DETERMINED IN FIELD) CONSTRUCTION JO Nr EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS _________________ EXISTING SUBBASE PROPOSED SUBBASE CCNI.PACTED SUSCRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPANILT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSE:) MINIMUM 1 % NIGH THICK ASPHALT SURFACE COURSE iSEE NOTE 5) :x MINIMUM 12 INCHES. 01, GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING fSPHiLT LA•r'ERS AS DETERMINED BY CORES il-EE "TOTE 3) NOTES. L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDAFICE WITH CURRENT VDG"r PROCEDURES AND BE APPROVED BY THE ENGINEER, T P! DESIGN r SHALL F FF n c L. H_ PAVEMENT _SIG FOP, ASPHALT PAVEMENT WIDENING HA h c S _ MEET OR E.{C ❑ THE DEPTHS r= r PAVEMENT - SUBSURFACE fs JD P E.. DE TH_ LA DF XIS �s YER� E T.1 DRAINAGE OF THE EXISTING P140 FRO"OSE❑ PAVEMENT SHALL 6E ADDRESSED IN THE FAI t~IE!•IT DESIGN. 3. A MINIMUM O' THRL E CURES "FIALL BE 7A,KEN AL -)NG THE CEN FLIT OF THE ADjA-CENT TRAVEL LANE VO DETERMINE HE TYPE ANU THICKNESS 'A EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN MO -EET APART. 4. THE ADJACENNT TRAVEL LAIIE SHALL BE MILLED A MINIMUM DEPTH OF 1 '/ INCHES AND REPLACED 'WITH AN ASPHALT SURF<:' E COURSE 'TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE CCLRSE.'J41LE5S 1,NMED BY THE ENGINEER, 5. THE ENGINEER MAY REUUIRE THE MILLING DEFIH OF HE E,'(15TING F'AV-MEPJIT fU BE ADJUSTED iU ACHIEVE AN ACCEPTAELE PAVEMENT CROSS SLCPE AND EFFECTIVE SURFACE DRAINACE- 6, EXISTING PAVEMENT MARKINGS AND MARKERS INITHiN THE PROJECT LIMITS SHALL BE RESTORED SUDJECT TO THE A.PPROVA+ OF THE ENCNEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPEC IFiCAlIONS EXCEPT THAT ALL JOINTS AT i IN LOCATIONS SHALL BE TESTED USING A 13 FOOT STRAJGHTEDGE IN ACUURDNJVGE WITH THE R.EQUIP.EMENTS OF SECTION 315,07(a) OF THE SPEGFIGAT.U'I5. IV --' gPHvA-LT PAVEMENT WIDENING RO,� BRIDGE STRd€IpRROS SHED: OF 1 REYISiO@I DATE FOR WIDENING SUBJECT TO TRAFFIC 42 ViRQMA DEPARTWNT OF TRANSPORTATION =y �y ,ai� Ily:571WET APPROACH SAME SfURFAQINIG (RADJUS TTO AS I_ j AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN, QK P). AHS} Ttt GTEIII''.F-RA L N07ES -TO L WILEN USE V R4 COHAMCIAM WITH STANUARV C9-3 - v - iRAIXUS @E AS SHOWN Uri PL") OF? CG-7. THE CURE] FACE UN THIS STAKAM t5 TO BE AU IUSTFUL TO MATCH INE MQUNTAaE CURB: CG-2 OR CG L C(R.FlIGURATIML }B _ _ 2. SEE SiA MARD CO-12 FOR CURB RAMP DESIGN TO BE SIDEWALK U'SELi WITH tas ';rANIJA". Fi0'T[ > A CPTIONAL MINEUNPAVED SF E FLOW e 3, MAINLINE PAVE1[SPTT aMAL1, BE DT}FdsTRUCTED To THE RAW LINE (EXCEPT IMJ'bY SUBGRADE STABILIZATION aXPAAt$ION ' REg€J 0 FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED iN THE ENTRANCE4 JOINT iSIOPI 4_ RADIAL CURIO OF CCMBINATION CiJR6 AGE GUTTER NOTE; WIDTH 118" 2'-O`OR AS t4i MAMME ROADWAY SHALL FAT RE CGHSTRIICTED BEYOND THE WW LINE FU G"T FUR REP1 A{ EMENT PURPOSF13. AWN CAN TYPICAL SECTION. ► --j PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRAANCE,. RADII CANNOT mhCWMUODATE. THE TUkI' U R€QUIREIs NTS OF ATMCPATED KAYY TRUCK MAINLINE ROADWAY SLOPE' TRAFFIC, THE DEPTH FOR SIDEWALK L CURB RNAPS IW PARMOL➢C C:1%IVE IIEUT€IANC€ OfILYJ WITHIN THE I TS OF TIC FIA03SHOULD BE INCREASED- TG 711, CG-13) EDO (IF PkYELiEPLT ( C1°Tir,�rlAWi. FLOW C.It+`E @ idAX. b LOPE t i+iOE _ � �, » ,-- �, -� D Fr. IPLftif`IS i i4 INDICATE 'i�F.�N GIOTI��,rRxlIOT9DN Imo- A ILf2'Iif E 15 REQUIft�M TO PROVOr. P6SI71VF 6RMA-AEA ti�S MA4�IILTNE F(OAOMYAY ( - - - -- - - _ -_. NOTE 77 'THE ENTRANCE. 8X MIAX- ® D S1OPE OPdPh1GE `' -� 7. "EHE DESIRMILF 'V" ARE AND MAXIMUM FNTRANCr G.IMM S;1 MGM LUSTED IN THE AILOWP,BLE FNTRAKCE GRiCE: D FABLE. THESE VALUES ARE NOT APPLICABLE TO STREET c�iN?CTII7NS. °dll. bIIN1Ml$d FOR - ne+Mr l p rfT€aa1 MITERSECT>ION NOTES 6. wHzH CG-Ifi 15 USED FQR STREET C CTKiNS. T€TE MUST BE WITH CONSTRUCT GRADE ICHi4r.ES WITH A PARABOLIC CURVE, CONNECTION DESIGNED W CORDN(CE AASHT+O POLICY AND THE APPLICMLE M-3U1REM9r4T9 SECTIDN A a A OF TFME VDOT ROAD DESICM MARVAL.ITr:CLIUDING STOPPIN'4 310HT DISTANCE AND IS VALUE REOi EMENTS. B, OPTIOAk FLOWL#E MAY MQUIRE WJ+ "D Of A 4' PORTION OF OUTTER TO PROVIDE PCSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE COPNIGES CLASS A3 f � ri, a � . m, CONCRETE a ' SECTION C--C ENTRANCE VOLUMs GRACE CHANGE DESX'I,N3LE J.iFJ4(&1UM9 HIGki 1d1 l7UM MORE TEtd1 1SC0 VPO 1 500-1500 YPO Da S 3 9 x 6 X LOW I LESS TRAN 500 V?D S 6 r, ON NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT APP?.ICA$LE 70 STREET CONNE"ONS METHOD OF TREATMENT ROAD AND EIRNDOE STANUARDS 5D2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL lENTRANC S) REVISIUN DATE SHEER 1 Di T VIRGINIA DEPAIRTLENT Of TRANSPORTATI044 2Di.04 SNOW FDIC rA�iky�,+. a4 ay.,A�a't{•a� i .. ORRECT TRUNK ARMORMG r' t. F k BOARU FENCE SPECTFICATIM REFERENTCE 3315 313, 3C e 1 • :„,.sea Iitilliiii�l•rrli iiiiiiiiiiil riy ° I o1 L- AR F J BAR A NOTE q II IIBARS D FACE OF CURD8" -.8 CR C1< CONTROL JOINT GUTTER CRACK CONTROL JOINT 1,_ s MIN, PLAN SECTION A -A MAX, 6' MIN �� 10`MASi. KEYED CONST, JOINT L VARIPBLE - MAX. 20' ! 2'-10" 2" NUTAER / GUTTER 2" J APPROACH ! BARS ABUTTER BARS F DABS E I D i t ' BARS E � �.. `413" DIAMETER BARS B WEEP HOLE FRONT ELEVATION BARS F--1�- - - - - (GUTTER REHOVEW S-D" I U/q' 1,,(B„ 5x1/4" BENT PLATE- SECTION E-B /q''R TYPE A NOSE DETAIL "HALL BE USEDW WITH �G-7 rTP DAR D.. L 2i/t -Xz /z nX l/ , ' I* JAFII TYPE @ NOSE DETAL SHALL DE USED WITH C. � ST J DARDS. TAPE' A GA_ ZED TYPE B %z` X 4"- STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF O8`, (O' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TQ BE ANCHORED WITH Y" X. 4" STUD SHEAR NOSE DETAILS(WELDED' TO BENT PLATE AT 2'C-C. 2., APPR. PAVEMENT DI-3A L DI-32 L DI-3r. E WAr2PED PAVEMENT I. W �Q FLOW .FLOW 1 DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL N,VDOT SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDLE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30„ PIPE= MAXIMUM DEPTH (H) • 8' 2-3,3 104.09 O8110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CO-12 GENERAL NOTES; 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (GLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FILL WIDTH' OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES or MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURER MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 9AN 5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1T)y'. 12'1 MAJt-- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURBAMPS R ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF VOETHER, SIDEWALK IS EXISTING.: PROPOSED. I OR NONEXISTENT, THEY MUST BE ..00-DIED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PL ANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLIt ROUTES PROVIDE A CONTINUOUS - UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE EEtMENTS OF A FACILITY 'THAT CAN BE APPROACHED. ENTERED 8 AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2. T14E CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND AT .2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT)K?K ,SAME AS TOP OF CURB B, Z131 &rRETE $ID ALK IS 4" TS#CK. WHEN THE NTRA�CE RAWtCANNOT TYPE G' AC O ODAIE TtE TUR G REOUIREME OF AUVIIpP ED rtAYY TRUCK TRio1 ,REFER T4 ST AM CG-13 GOMMERCiAL ENTR CE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM. WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4' TRUNCATED DOME C-C 0 O 0 0 00 00 0 0 0 0 O 0 0 0 0 0 Q 00 0 0 0 0 I * 0 0 0 0 0 0 O Q 00 0 0 0 0 0, - F? 0 0 0 0 0 0 00 00 0 0 0 0 owl ? oA 0.2" 0 0000 0 000000000, 50/ - 651 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 2 CW I. - 0 00 0 O 0 DO 0000000 0i9'1 - 1.4" L VARIABLE BASE DIAMETER 4' MINIMUM. TRUNCATED COME DETECTABLE LIMITS ABLE WARNING DETAIL DETAIL SHEET 1 of 4 C412 DETECTABLE WARNING SURFACE T'E' iEV.7/05 GENERAL NOTES 5oa 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION FIT VAPIAF�S'..`P4til F Yr"�I h IT U a f P Fi RI 1t L 12. D 75 08.°W32 b3 1# 51 � T51H'2.40 57N 1.5 ; PA N( jAIFPILKAIM DIR€I�t�ti1AL�1�1 r°�yTT4�1 d�;<G!# BLA'CK CtlLDBS. LEND: -- CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PS, IF PRECAST. J. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (AI-O IG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN-GRADE D DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER ? BE CONSTRUCTED PARALLEL TO THE SLOP€� SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-6 1S BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 2" R OF THE VDOT ROAD DESIGN MANUAL. F . D 6" -T P P P 1> -1" D • p P P P P P p Q a d 7" P O O a P P P P P P P A C , P , ► ' O " - - - - - THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR AG R 05NGt COMBINATION 6" CURB ' GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION -pry 4" i „ RAD615 71/2 d SURFI Q BASE SPECFIGATm Reif a 105 502 Chi R ..A . 'a .a•-d iI .-A .i. SURFACE SEE Y NOTE 4 N�+ • a .a . STANDrMOND 6" CURB VIRUNIA ARTmtw or TRANSPORTATION T.' dia, hole i'° dii11. hale Top �{.SSrPARKING LOT PAVEMENT DETAIL THE BOTTOM OF THE CURB AND GUTTER MAY BE C PARALLEL TO THE SLO PE: OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" L5 MAINTAINED. NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY 13E REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED A� MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB +SILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 140 AS SHOWN. NO ADJUSTMENT IN THE FRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS T¢ BE USED ON ROAD� $ EETING THE AP 1 EXEATOF THE VD4T ROADODE MANUAL .� 3».i"'" s° I I EntT'View a` 4, long I`eiTTforl:e�i #4 rod 1.tsed � for pins Ok,BUMPER BLOCK ET 6" BASE SUBBASE CD LO 201.03 1.5" - SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE DOUR OOOOOOOOOOOOOOv „ 00000000000000c 6 - COMPACTED VDOT #21A COMPACTED SUBGRADE 6" - 3,000 PSI CONCRETE AT 28 "DAYS OR STRONGER. MIN. WIRE REINFORCING OR _ #4 BARS AT 12" O.C. 00000000000000000 n n n 4" COMPACTED VDOT #21A I I II I iI I II I II I I -COMPACTED SUBGRADE DUMPTE PAD DETAIL CONSTRUCTED Base Aggregate 4" of VDOT 21-8 Filter Cloth Not 47) v) . It To Scala