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HomeMy WebLinkAbout07-99 Food Lion (expansion) Sunnyside location - Gainesboro - Backfilea 0 CENERAL NOTES UOT CENEAL NOTES LECEN.D VICINITY MAP EXISTING INTERMEDIATE C❑N _,, APPLE SCALE 1" = 2,000' 1. Methods and materials used in the constructiom of the improvements herein shall conform to the current P V1. All work on this project shall conform to the latest editions of the Virginia Department of P j g P EXISTING INDEX CONTOUR ',? ? ®� AGE �LU County construction standards and specificatioins and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion P-® • . and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR PTE.73'!) 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or',s PP Y P EXISTING EDGE OF PAVEMENT 4..k must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P A PA P Y plans, the most stringent shall govern. CUTE S7 � relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT 11 Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational p Y P P EXISTING CURB AND GUTTER----------------- �, err;. ---------------- - ---------------- 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. oLO (VDOT) and Rockbridge County prior to construaction in existing State right-of-way. PROPOSED CURB AND GUTTER t +� CO 4. Approval of this does not guarantee issuaince of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, T 1' os CO plan shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R �� required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 2 Q, � CO I � ap 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE -- - -_.. - - �- m p cfl with the Developer, County Representatives, an(d Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE (VDOT) to determine if and where guard rail aknd/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may - 1°v, 1," I�;�Az '� '�UNNi51DE responsible for providing guardrail and paved +ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. l g Y Y EXISTING STORM SEWER - , ='�::- _ ; ��--__ -__;_ �-�_ -- r:-_ P�.Az� c LtP c: r Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Contractor be for VDOT PROPOSED STORM SEWER = = ! '-� = w -= �' o V5. Prior to initiation of work, shall responsible acquiring all necessary - - -- q 6. An approved set of plans and all applicable peirmits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. 0,`o representative of the developer must be availatble at all times. EXISTING SANITARY SEWER SHEET INDEX Q ay d V6. If required by the local VDOT Residency Office, a conference must be PROPOSED SANITARY SEWER -�- ----r� E, F-L 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic preconstruction Control Devices (MUTCD ) arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE __- contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE --�-- ..03 �-- S o embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 1 COVER SHEET N N 0 9. All the based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ---- - --�_---- --~--- -~- SHEET 2 SITE PLAN PROPOSED TURN LANE r ; pavement sections on approved plans are than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE --'- ---------- ----- SHEET 3 SHEET 4 w 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the EX.on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE-.----.._.__.___---...___�.____.....______._.____..___......_._�.._.._....___ in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE - PARCEL IDENTIFICATION NO. 53-A-52E 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE one litter receptacle shall be provided at the construction site. P P V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS FREDERICK PLAZA and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 9,5180 AC � 13. The contractor shall provide adequate means oif cleaning mud from trucks and/or other equipment prior to `='r PROJECT AREA: 1.00 AC. enteringpublic streets, and it is the contractcors responsibility to clean streets, allay dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE -K DISTURBED AREA; 1.00 AC. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W TEE s a CURRENT ZONING B-2 z 100 14condition at all times. CURRENT USE; SHOPPING CENTER o A) c 14. * Notification shall be given to the appropriate! utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT PROPOSED ZONING: B-2 CIO N Q sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: SHOPPING CENTER w 0 tj sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE �`' �' �' V V 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER standards and specifications of Rockbridge Coutnty and/or the Rockbridge County Public Service Authority. prior to placement of fill. EXISTING REDUCER ALLOWED PROPOSED 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER BUILDING HEIGHT 35,00 � 20 0- contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6 lifts to 95% of theoretical maximum density as determined by REQUIRED PROVIDED utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT of any dedicated street right-of-way. At the direction of VDOT Inspector density tests BUILDING SETBACKS: FRONT: 35' FRONT: 264,00' 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction within or contiguous to the existing right-of-way. performed by a qualified 'independent agency shall be conducted as required in the VDOT Road Bridge Specifications. A tests be to VDOT to PROPOSED STREET NAME SIGN + SIDE: 0' REAR: 0' SIDE: 57.8' REAR: 65.0' (X 6► project and copy of all shall submitted prior PROPOSED SANITARY LATERAL CLEANOUT 10 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. REQUIRED PROVIDED ~ ® N must be provided to Rockbridge Count Public Service Authority prior to issuance of radio and/or site P g Y Y P grading / V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these SANITARY MANHOLE IDENTIFIER PARKING SETBACKS; FRONT: 5' FR❑NT1 26.8' r m ry l' development permits. p p plans and further where determined necessary by VDOT Inspector. SIDE: 5' SIDE: 18.7' 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER REAR; 5' REAR; 28.9' project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 20. These plans identify the location of all known Igravesites. Gravesites shown on this plan will be protected EASEMENT LINE F.A.R. CALCULA HDNS PARKING CALCULATIONS in accordance with state law. In the event gxravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE 63,545 SF / 414691 SF. = 0.153 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to FOOD LION 39,945 SF. acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION'' SHOPS 23,600 SF. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering TOTALS 63,545 SF. ,. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or PROPOSED SPOT ELEVATION SPACES REQUIRED: 318 SPACES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE � °�^ � �'� � y^-^ f��^ � ^�-' SPACES PROVIDED: 356 PROVIDED proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. LANDSCAPING CALCULATIONS professional engineer and results submitted to Rockbridge County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. OPEN SPACE B-2 15% REQUIRED 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 28% PROVIDED or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement -7 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Rockbridge County appear below. These numbers shall also be used to serve in an emergency condition. IJ UTILITY CONTACTS FIRE ARSHALL'S NOTE did j % E > 7. Water/Sewer: Frederick County Sanitation Authority P,O, Box 1877 Fire lane markings and signage Any "No Parking" signs and locations be installed -- ' �0 E 1 yellow painted curb will N Winchester, VA. 22604 by field inspection at the direction of the Fire Marshall's Office, W Z ~ Z (540) 868-1061 ENVIRONMENTAL FEATURES PQ O Q� Phoney Bell -Atlantic PERCENT if �, � `"f' � � -.-. � O FEATURE DISTURBED 0 Z O P,O, Box 17398 FLOODPLAINS C � E� Baltimore, MD 21297 W (301) 954-6282 LAKES & PONDS 0 WETLANDS >lAC 0 gZ, �� O 0 X O O W Power. Allegheny Power MISS UTILITY 1-800-257-7777 SINKHOLES 0 �� 0 W P.D. Box 1458 Q Hagerstown, MD 21�741 NATURAL SW0 .. DETENTION AREAS W 1-800-654-3317 011 STEEP SLOPES 0 5�+ Gasl Shenandoah Gas C(o. >15% P,O, Box 2400 Winchester, VA 22604 WOODLANDS 0 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL (540) 869-1111 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVE S EET H 1, WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE LINES SHALL Table 1 ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTH❑RITY. Frederick Plaza 1612 Generation Summary+ O Project Name: Project Number: MARK D., SMITH 2. THE CONTRACTOR SHALL C❑ORDINATE WITH, ANID ARRANGE FOR INSPECTION BY, THE AUTH❑RITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AM PEAK HOUR PM PEAK HOUR,,0 N0,022837 � FuuD LION 2264 AUTHORITY'S INSPECTOR, M OUT IN OUT 0�,s Magisterial District. g Date of Plan (Month, Day,Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Manually Counted 102 110 298 420 Existing Trips - - S METERS. BEFORE A PERMANENT METER IS SET„ THEY REQUIRES 1) THE FRAME AND COVER TO BE PROPERLY I(T1E Calculated 68 43 201 217®NAL ALIGNED WITH ITS METER BOX AND YOKE BAR;; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF G A I N S B O R ❑ DISTRICT 0 2 / 0 8 / 9 9 THE LOT; 3) THE DISTANCE BETWEEN THE T❑FP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 Multiplier 1.511 2.549 1.485 1.932 INCHES; AND 4) ALL COMPONENTS OF THE ME1rER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS PROFESSIONAL SEAL &SIGNATURE THE DEVELOPER'S/CONTRACTOR'S RESP❑NSIBIL.ITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY, ITE Calculated 4 3 14 16 Owner Address, Including Zip Code &Telephone No, P.D. BOX 368 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES, Addetional Tri s- p With Multi liar 7 7 H.K. BENHAM III & OTHERS WINCHESTER, VA 22604 DATE: 02/08/99 THE LOCATION OF THE TAP AND THE TERMINA'TI❑N POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE 21 30 THESE PLANS ARE IN CONFORMANCE WITH (540)667-1266 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID, 'Total Build -Out Trips 109 117 319 450 FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer Address, Including Zip Code &Telephone No. DESIGNED BY: SR AND MAKE THE TAP, THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK, AS PERFORMED BY CALLDW TRANSPORTATION CONSULTFN-C,6W ASEPT EMBER 23, 1998, IN THESE PLANS SHALL BE APPROVED BY SAME GO 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE T'❑ AN EXISTING MANHOLE BY CORE DRILLING THE MANH❑LE, THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CHECKED BY: Engineer Certifying Plan: Address, Including Zip Code & Telephone No, DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2264 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 Ex GFP-4VEl D',W U to 3 tv c to CD Cu 66 Ln cli LO L LL 3 c 0 D C:3 0 tL to N a ItC U .ry L CD Ql L LL. i -Izr cn C11 lZt to 0 / » S `£WtW,. sue^ 6� ` V � ° d � d ram••- ``,_ J e. °4. e e :7 S °. d. . . . .. E3 ° s e d s 4 A. d S e. 4, a. „•_ /S / !!�� PRO INY.= 11 PROP a °e . i d / S / V i� X M NHOL WER 0 EXPANSION a e9 .: d ` T = 82 .5 \ %0 -...,; 41 ° ° d ' , ••___% / SMH W iD Ln 100 e d .. ° e° e. eO e d e° 4. d '� _ CONNECT TO EXISTING , ' 44 ad . p � rn `D N ! ` 2 tt WATER LINE °a : e " . e / Q ccl d CU � N J EX GAS CONNECTIONS 'w >. �\ t. ( -3 o E ) 90r EX WM TO BE BANDONED w 3 S Ln �O llfi �. e AND GIVEN T FCSA INSPECTOR � U � i' I ► }' ' BLOW -OFF ' a p EX FOOD LION � 3 ►o' I¢, EX HOUSE TM 53-,4-4-1 NICI�OLSON ~` iRENTAL FROP� INC k\\ ZONED: RF U5E: RESIDENTIAL 71 53-,A-41 L INWOOD 5. DUNN D5, 3-12, FG, 94 ZONED: RF USE: RESIDENTIAL TM 53-rA-48 L INWOOD 5. DUNN D5, 3(o(o, FG. 4(ol ZONED: Rim U5E: RE5IDENTI,4L _fLAT69 7C REd F TV E - A'_HO_�7=_�[HGES WFTH SIWr*RA SLo. t rV4r, *TL. GDLIJbfN • �'?s.�n�ua1>lts�tLi-rotcNEcs i��HpJrEILErt4?D3E-T�Hsr WELDtD 1� ![TrtS�]ITES_�EHtAD.�IEL�JOINTS 1'x&1 KoUGN SAWN 1\ r— DEVAC r L A N V-5 . Ts a ° AL -11 ' -t V'a" DATE -ros'T -- IIII 1 � I� II � �t I /AE tJITGH � ISIGIGKETS 6"c" I I I Ifzn I I 1 -:Va 4pSTE.IZ _GATE D E TA l 1, ---.-�WeT Tel _54-A LE ) __--- - *c ALL MATEz-IAL- To BE rF-er.Te A __ �uarlaerZ• ENGINEER'S NOTES: 1. THE BOUNDARY INFORMATION SHOWN DOES NOT CONSTITUTE A BOUNDARY SURVEY, 8" CONCRETE 3000 psi WITH MESH 41f 21—B BASE STONE DUMPSTER PAD SECTION E-4"- T2�R Concrete to be Closs A3 if 4. ° cast m ploce,4000 PSI if precast. _ri....:e. m ° Surface ° Base p o p e.: This item may be precast or cast in place, 1 Subbase . /�i/^^"'^^^-����11(((( ( 11I 41 Y Radius s' This curb is to be used when design speed �J r Swtacs 4 40 MPH le less d Rural highways and Note: CwD Igvirq a radius of 300 ft or kss 45 MPH or less in developed urban and (0" face of curb) shall be paid for as radial E•-�" t� �= r n suburban arena. curb. E The depth of curb may be reduced as much as 3" (15' depth)or increased as much as 3'(21"depth) Subbase in with that of a cbottom Of to f the b will coincide _ 5• pavement substructve.OMerwise the depth is to be le -as ALTERNATE ft" No adjustment in The price bid is to be ACCEPTABLEA made for a decrease or an increase in depth. J,...J IF CURB IS EXTRUDED STANDARD 6° CURB N 8-I ° 15'O3" W — �-- Z"X C'On FF-NT VIEW ToP —KIEN( . is \t Y6�Pk-aPos DETAIL-. BoAt FENGE APrx1ND _ C7U M P z iE FR PAD _ T1„I 53-2-58-71 TUDOR 5QU,4RE SECTION 2 ZONED: Rf4 USE: TOWM40U5E5 v+ LA LL NO a �N > L o w LP 01 ~ 01 fri a P m M M o v E z ��D O_ H 0 Z O yy Z IE_I �w w DATE) 02/08/99 SCALE) 1" = 20' DESIGNED BY: SWR JOB NO, 2264 SHEET 2 OF rn rn rn 00 0 Ln �-t W c O Cat C O O O LL N n Y L CD 0 CU L i� i Lo C\t Cu / cn O / tJ Z PER CITY OF WINCHESTER TOPO DATED APRIL I, 19l5 THE DRAINAGE xr� AREA TO THE PROP 30 X 19 RCP,, IS 20 AC_ w TM 53-A-30 Tr'1 53 - A - 31 ' �TM 53-A-43 EVELYN L. SIBERT GARLUOOD W. BURWELL �`\ �-' MABEL N CHOL50N DB. 851, PG. 8-17 DB. 09, PGc. (033 / TM 53-A-45 TM 53F-I ZONED: RP ZONED: Rf� `u �' BURALL LUTTRELL 53-A-44 DB. 882, PG. 1089 FOX RIDGE SUBDIVISION z BURALL LUTTRELL ZONED: RP cif USE: RESIDENTIAL USE: RESIDENTIAL ; DB 8ro-1 PG 1-14 ZONED: R4 0 DB. 89, PG. 683 USE: RESIDENTIAL TM 53-A-42A USE: RESIDENTIAL w � U-) ZONED: RP ZONED: RP N CO USE: RESIDENTIAL USE: RESIDENTIAL EARL S. BAILEY, JR. N s De, 516, PG. -125 d ` } ZONED: RP C cU CO ------- ,.._..__i ;. o> cif �r �' m NOTE: 1. ALL RAMPS SHOWN WILL BE BUILT 1 4 USE: RESIDENTIAL 1 �_ d 1 SL/ SG/ I 4 _ - — - -- TO VDOT CG-12 SPECIFICATIONS. - ' 1 - - "'- 1' ("'� -- J > o 2 THE BOUNDARY INFORMATION - ` y - -- — ,.Ta r SHOWN DOES NOT CONSTITUTE e_ -_. �- .. _ '�-� ±, CU �. 15� f.__... LU v IA BOUNDARYSURVEY._7_. ijj 1 >' ER Gp -_ d C,e E r -- r •—= ` -- 4: E — _ c [ -_. _ — - _ s -- a —. 3 ____ Y - _ --.. i 1 r �..► ... —.— \ r ,I 1if S-._way.r._.k,e 1 PRQF'INY),9825.l — �39--- �$ _ � 51£ f5r a• '�p aJ� n INC __•. - __ _ROUTE �x >,�f�1AR� xp � 1 - -"- FO t 2 F •, l __. .. ram^` ______._ ___..-..__.._ RIB 5 �„ �pN a .. M. I E Limit ^ ' ' F�'� '� `r 'f N , • ..,:" ;�; f , r OBE 08 o + / i' _ .. •L,., ,a N;h,M'.; i.*: ,.t- .: '- 1 s r, F?e;.';; j•k'7tY,F: ) — N i t 1IyI .``:, ,. ► a zI `�� f ,�s, ,f ��G ��,a-r -, ,T,A ,r, ,i�:E t,.-..;., (.,.,:....f. `r-,- , a� s �t;�'�,r> ,riY, t�.d�-�-•�•...�.,`-,.•�✓..: rgy1= ',?,y",,`t.;�•'.:, 819 �e ',.., •. 't,;%:• � ''� 3 ' r— r_ ____ -- - - PR� ._f �4i -i INACE EASM74'eAvEL SHOULDER.--30pRA RELOCATED 4f GRAVEL i!-------- _.__ :.....^, F''.. ..:, .. . A\ t �' ... ,. , n, -a• sm,r..:, ...-.x „•saeyt±f.,, .",.y"5-_ _,. r :, , ;,. ., J+. ., 4 t):,>, a _ +r" r _ .. ,:-,: h •e,.,vb sf . ,:. •: -- .r:: M _::.: -. . ' `. -. ,.. , . t/ : F ;b"'..T�, 'qF ttr . a..e_. .- -^•"., _,_ ._ y i .,., w , s. .r , ' _ __ , -c. .•ry ;.., u. ,3. ;. :dui a:-,.,5,,w . •,; ) / � fJ ...y j '-ATE:D .:, ✓n1"p'k �•s"r, ��d'e9` ,,:, ay.. ,y �.*... sf, ins ,:,5 r-a ;5': ,F`F'Oa urL`'-.y��'•°."1: a�;�4r✓�� .:;� '! *;;'!s. -"" t 1 r/ f .,\ Y:,,i-, ..-• ,..s£.,.(h Fez nl ,:-� "�€� .,, _ .. - .,, x •x ,!. 1 ,., r r f � s rfil # ': t . 2 r � ! EASE ]ENT 1'\>✓r�' OP" DRAINACzE I _`>'-`�._ Epp ,,., {�'� ,• Q :, ._, .. _ ka�� 1g� 1 ,., I % _ ___.._._ '11 U /N �;r..l'�.I'?�; _ _.._._--------- l i r I fit Lane , AG� � PR g Taper z �1 �r , 10�- �' F u. _ _. T t - apse Tape' _.. __. _- i .. '-� 25 - ' , _Yr { 3 _ - - _ p ,.-ar. � � j7e� I � jl =- _ Turn � --- , ,_ I Zee. _..----- _ I � i x4.; 3 t Left rn' Lane ,,� ;. � y , r oQ I -_ E l k ! 24 15�D l- f r 1 w �, ft�?'a Q� i 1 f i 1 ' I ' fit TUrY1 Land 4r�, PROP CG-6f / i1 ��' "-4-A TM 42 ' r 11100 t � a per »� I 1 TM 53D - 3 -6 , W.H. EMMART SONS, INC. 430 TM 53D-3-� DB. 3m3, PG. I HK� BENHAM III AND OTHERS HK BENHAM III AND OTHERS 1 ZONED: 5-2 `TM 53-A-52E DB. ��01, PG. 12$0 f �l t T_i DB. 761, PG. 1200 , ,HK BENHAM III AND OTHERS _ _ T_ f � t % � ZONED: VACANT � r �I USE: SERVICE STATION �� �' �i._.- -�, DB. col, PG. 12$0 _- - !"T` l ! 11,E ZONE©: B-2 E �/ ._ t 1 USE • VACANT - I US,E. lHof='FING11�N y i � r 1 - i 4 1 - f ram, r zy S 1 frl X"","'" �� Y !`,r `� .r . i ,� "`- 1 , { I !ter• ;� I � rr 1 �" '1 t3 as EXISTING CENTERLINE CL t° MARK D. SMITH v DITCH ICG - it A'EI cG e sub NO 022837 af 2" SM-2A 3" BM-2 0 O O O`U v •O"O"O"O`O"O'"O`"O'"O`"O'"O"O"O"10"O"O'O' O'O-O-O-O-O ^On�0�00_` 8"21-8'00000000000000000000000000�00000000000000000o 0n0_o0?� BASE STONE VARIES 4' GRAVEL SHOULDER 8 21-8 BASE STONE 114":I' HALF TYPICAL ;STREET SECTION NOT TO, SCALE I i i i 1 1 I i f I I , 830_ I 3 4((1 E GRADE } I y i 127, I j .-.. ...___. . 825 .._ _t I 825 820 OX 21" CMP 1 620 i I 1 I 1 �I s Z3 f IL S ZI i I i i> j 1 Z Z Zlp PRQPOSED STORM SEWER HORIZ: 1"= 50, VERTICAL: I"=5' C C \ Radial combination - \ curb and gaffer r"ram \♦ �\ I-J 1= p * Radius to be as shown on plans B o IsEm I v $ A I U U Street approach some surfacing as mainline O 6„ roadway I 11.0 to a U d° a. Expansion Joint 1 u a E �J-- Main line roadway �11 01 Note Width "B" 2'-0"or as shown on typical section. HALF PLAN o 0 U U Gutter line Face of utter line Main line Roadway Curb Curb of Side Street When used in coniunchon with Standard CG-3 or CG-7, the curb face on this Standard shall be SECTION A -A adjusted to match the mountable curb configuration. STANDARD CONNECTION FOR STREET INTERSECTIONS 41 B 6° B L6 _ A-4l TANGENT PLAN RADIAL PLAN Sidewalk Area �--►� 7-4",s the mimmum reauu ment 6 O lwdh a wletoul buner strip) to octuese a 12 1 slope QJor Am � Shot CG-6 e.33%m.. \ 4" e s / G,- r SECTION A -A Slope 12 1 Mostmum sjap.lz 1 Mmrmum ISOMETRIC - VIEW AIa1 concrete to be [loll A-3. • Romp surface "I be wnstruaed with a non-skid finish anal cross slope of 1M romp shot] not esceed7/fool SECTION B-B Romp shall not owed o maximum slope of 12 1. Curb cal romps ore to be located as shown on the plans a as directed by the cngneer They should oil onset from aedaslnan crop olks but shwa ism be located behind re Mcle slop lines Fasting hghl Doles, fne hydraM5, drop mkls, etc. ,It oho affect placement Cut ramps shall be measured and paid for at the contract unit prices far fidawaM. curb and guitar, or a"- comporems thereof whCh price shalt incli all work ,[essay to shape or modify the Jerre as required WMn used in coh,,mhm .,in Standard CG-3 or CG-7. the curs lose on In* Standard is to be adjusted 10 match the mountable curb cenfigurahan. V Lealmeal .1em, 7' 4 "width is not Womble. CURB CUT RAMP (FACILITY FOR PHYSICALLY HANDICAPPED) �4-1 2-R ,a.' :.A A A. .. I. � . � d A. ��A' ','bottom of the curb and �� 9ulter may he constructed parallel to the slope of sub- 6- 2,_On surface courses provided a minimum depth of 7" is This area may be concrete mamtomed. of the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or Note: Comb, curb d gutter having a rodk,s less in developed urban 9 suburban of 300'0r less (along face of curb) shall areas. be paid for as radial combination curb 9 gutter This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. COMBINATION 6" CURB a GUTTER jONAL O H� I—� ^^ F �D Z OO Q1.4 DATE: 02/08/99 SCALE( 1'=30' DESIGNED BY: SR JOB NO. 2264 SHEET 3 OF U rT- co ro cn Cn Cn 0 c-u 0 L Q 0 0 0 N - l0 a U L L I V CD C'u m U) CD S] O 7 =. J 0 0�0 �7-- go EXISTING-: CENTERLINE 2" 51•'I-2A 3" BM-2 8" 21-8 BA5E 5TONE CL DITCH VARIES 4' GRAVEL SHOULDER 8" 21-8 BASE 5TONE 1/4": I' - O O`U O O O O�O'C �0000000000000000000000000©0000000000000000000 n.o„00000i ,o^o^o^o^o-O^o^o^o^o^o^O^o-,o o,.o.,O.,o o O o 0 0 3 4� i t Y Po 1 PAVEt PENT 1 l ARGiNG DETAILS (g► TYPE 8 WHITE PAVEMENT MARKING, 4" WIDTH, 10- LONG, 30- SPACE. ® TYPE d WHITE PAVEMENT MARKING, 4- WIDTH, LENGTH AS SHOWN ON PLAN. Q TYPE 8 WHITE PAVEMENT MARKING, 4" WIDTH, 2' LONG, 4' SPACE. Q TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH, LENGTH AS SHOWN, HASHES HALF TYPICAL STREET SECTION SPACED 20- ON CENTER, AT 46- ANGLE. NOT TO SCALE Q TYPE B YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLAN. Q TYPE B WHITE PAVEMENT MARKING, 24- WIDTH, 20- SPACINGS, 45- ANGLE. Q TYPE B WHITE PAVEMENT MARKING. 24- WIDTH, LENGTH AS SHOWN ON PLAN. r NOTE- Q TYPE 8 YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 4" SPACE. LENGTH AS SHOWN ON PLAN. THIS PLAN CALLS FOR THERMO-PLASTIC AND WILL BE ACCEPTABLE i='ROVIDED THE DEVELOPER TYPE g WHITE PAVEMENT MARKING, ELONGATED SINGLE ARROW. CAN FIND A CONTRACTOR WHO C;AN PERRM FOTHE WORK. IF, HOWEVER, STATE FORCES ARE CALLED 41 IN TO PERFORM THE WORK, FAINT' WILL BE USED IN LIEU OF THE THERMO-PLASTIC. WORD MESSAGE "ONLY- TYPE D, WHITE PAVEMENT MARKING. SIGNING & PAVEMENT MARKING NOTES t ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC a CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.-- o 0 D 3- PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTION, AND TO COMPLY WITH STANDARDS REFERZNCED IN NOTE 1, 4- FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCD.' 5- ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED. 6• LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED. Z LJ� W W Z ZN WCD N N co d Q� N co m N J j CD � LN � L1J = � N W ul v Oo S 3 u � a� °i x v U--) o) i O 'N v �> rr 1YI r V)^ V/ Z k F1 v v' r MARK D., SMITH Nor 022837 IP K.ZONAL - E E- E4 > � Q E E-4 O N c Q�D O x� Z Q� U� a O Z W a DATE: 02/08/99 SCALE: 1'=30' DESIGNED BY: SR JOB NO. 2264 SHEET 3 OF 3A 0 A G.'ENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office cof the Resident Engineer, Virginia Department of Transportation (VDOT) and Rockbridge County prior to consttruction in existing State right-of-way. 4. Approval of this plan does not guarantee issuuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held v the Virginia with the Developer, County Representatives, sand Representatives of e g a Department of Transportation (VDOT) to determine if and where guard rail[ and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paveod ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT)) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable (permits must be available at the construction site. Also, a representative of the developer must be avatilable at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contr&ctors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. • Notification shall be given to the appropriakte utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Rockbridge County and/or the Rockbridge County Public Service Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Rockbridge County Pubilic Service Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the rel©cation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all knowm gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prrior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D696, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Rockbridge County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and tellephone numbers of the and operators underground utility lines in Rockbridge County appear below. These mumbers shall also be used to serve in an emergency condition. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P,❑, Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.D. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FCSA (CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY, 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECT❑R, 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS, BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BiAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE 7 0P OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER W❑RKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMIINATION POINT OF THE LATERAL ARE TO BE C❑ORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6, THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP, THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE' TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTI❑N ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INT❑ A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUIILDING, A REMOTE READOUT IS REQUIRED, VD0T GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VI)OT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change asi deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a predonstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control H ndbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and., when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. FIRE MARSHALL'S NOTE Fire lane Markings and sionage= Any 'No Parking' signs and yellow painted curb locations will be Installed by .field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Table I Frederick Plaza.:[rip Generation %mmary AM PEAK HOUR PM PEAK HOUR IN OUT IN OUT Existing Trips - Manually Counted 102 110 298 420 ITE Calculated 68 43 - 201 217 Multiplier 1.511 2.549 1.485 1.932 Additional Trips-1. ITE Calculated 4 3 14 16 With Multi lier 7 7 21 30 Total Build -Out Trips 109 117 319 450 AS PERFORMED BY CALLOW TRANSPORTATION C❑NSULTING ON SEPTEMBER 23, 1998, LEGEND EXISTING INTERMEDIATE CON EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEVER PROPOSED STORM SEVER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE PROPOSED FIRE HYDRANT EXISTING HATER VALVE PROPOSED RATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE EDE'NTH'IER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE U MARK D.. SMITH No.022837 41 ZIt i&p PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO VICINITY MAP A PPLE , SCALE 1' = 2,000' PIE F4DGE F-D RTE. 737 P-ouTe 37 I 4S W 'SUNNi51DE P1_ A 7-1 e(P-C-Le SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 PROPOSED TURN LANE SHEET 4 PROJECT INFORMATION PARCEL IDENTIFICATION NO 53-A-52E STREET ADDRESS: FREDERICK PLAZA TOTAL AREA; 9.5180 AC PROJECT AREA: 1.00 AC, DISTURBED AREA: 1.00 AC. CURRENT ZONING, B-2 CURRENT USE, SHOPPING CENTER PROPOSED ZONING: B-2 PROPOSED USE: SHOPPING CENTER ALLOWED PROPOSED BUILDING HEIGHT: 35,00' 20' REQUIRED PR V DED BUILDING SETBACKS: FRONT: 35' FRONT: 264.n0' SIDE= 0' SIDE: 57,81' REAR: 0' REAR: 65.0" REQUIRED PROVIDED PARKING SETBACKS, FRONT; 5' FRONT+ 26.8` SIDE: 5' SIDE: 18,7' REAR: 5' REAR: 28.9' F.A.R. CALCULATIONS 63,545 SF / 414691 SF. = 0,153 LANDSCAPING CALCULATIONS OPEN SPACE B-2 15% REQUIRED 28% PROVIDED ENVIRONMENTAL FEATURES PERCENT FEATURE DISTURBED FLOODPLAINS 0 LAKES & PONDS 0 WETLANDS >1AC 0 SINKHOLES 0 NATURAL S.W. 0 DETENTI❑N AREAS STEEP SLOPES 0 >15% WOODLANDS 0 PARKING CALCULATION FOOD LI❑N 39,945 SF. SHOPS 23,600 SF, TOTALS 63,545 SF, SPACES REQUIRED: 318 SPACES SPACES PR❑VIDED: 356 PROVIDED vA 512 s/'7 9 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY i CO VER SHEET Project Name: Project Number: FOOD LION 2264 Magisterial District: Date of Plan: (Month, Day, Year) GAINSBORO DISTRICT 02/08/99 Owner: Address, Including Zip Code & Telephone No. ' P.O. BOX 368 H.K. BENHAM III & OTHERS WINCHESfER, VA 22604 (540)667-1266 Developer: Address, Including Zip Code & Telephone No. SAME Engineer Certifying Plan, Address, Including Zip Code & Telephone No, 151 Windy Hill Lane Greenway Engineering Winche�tOr, VA 22602 (540) 66�-4185 W. o ,n cp C\1 ap It 0.tz Sao �> C\J x tr) oQ 'dam 0 � a a� x to� E-ri. c. s. V 0, W rn 73 W 6) Q 0 N N N. E- > E- 0 E- C-4 W O ~� Q ix O a O U 0 x O U)� RECEIVE'u-"" MAY 2 1 1999 DEPT, OF PLANNINGIDEVELOPMENT DATE: 02/08/99 DESIGNED BY: SR CHECKED BY: GO JOB NO. 2264 SHEET 1 OF 3 qN� L U ro CD C 0 O 0 LL- i ro N co d Y U L Q7 TD L LL_ CU U L a 0 LL. ._ 611 J Y Y.. •+J 4 Q '( '-I'-• ..r d o e d - ed: s -• J Lu �� //� '"""---••,� ,:, e .. ' ; d ° .,a `• -� NC SI E A w Lrc 1� S / Lu�C�� PRO INV. = 1.-1 PROP kX ST RM S WER - EXPANSION �� e e V e e d ' '• e.e • • e / S e . e. e 'e 4° i S -�_ ICU 1nw M NNOL� @ T = 82 5 ' e^ " ' a e e. '� • d SMN L.,L.� C) - 4 : e . O. de . . '�e e d o A. '- a .. tea~ �,. ",� 4 v lJ CD �� d ° e d a e o _ a - N J Ek :� I _ CONNECT TO EXISTING f-�Ioi 2 WATER LINE a. e a a a i In J -- r; PROPOSED ADDITION = L 0i 1�.-.. °o 1 IN �5 I o C(A 40i 1 16 . EX GAS CONNECTIONS , 6 w Lu o i l -- ' I gOf EX t1,JM TO BE <O.� ,- ° AND GIVEN T BANDONED FCSA INSPECTOR C v s v 3 u� u BLOW- a i—� .10 • e VAL EX FOOD LION x y` PRO 't �/�\F PAD o f F.P.PPO , 4 • 2Q,r 1 I� 01 (n , if BOLLARDS l ihk r+ 0 m � N P.P. / / Ex 2„ c Op '48ANo N E Io` rn ` A, � H WIRE TO BE i' - "' 1 RE ATED ' > "' u p 4C N ENGINEER'S NOTES: 1. THE BOUNDARY INFORMATION SHOWN W LL LL r DOES NOT CONSTITUTE A BOUNDARY EX HOUSEPROP -2 X MATC X x SURVEY. DL QL Ek GRgVZI Dew O `D l� PAVEM T > > > > 41 • �� \ ��VN . d d . ' ;. .: • •,.':. •'::::' 8„ CONCRETE 3000 Li 01 oP P ON TE psi p la m m m �i /"` °1 TM 53 - ,4 - 4 o to • �I MPSTER AD I X � ; : •:, WITH MESH f► E � D/iu NICHOLSON � �: w RENTAL fi ROfi��; INC. ,� t � � �' x DI � T P=82 2 i E I IN 822 4 BOLLARDS 4 21 —B BASE STONE i A ' \ FG, 1 & 2 8� D8. 51�, � ZONED: Rfi� ' �' BO • _ ' LC DUMPSTER PAD SECTION � co ;1 1v U5E: RE5IDENTI4L ET $ ` T SFORMER-1 y �' 1 ` !t,4"NL�� I ING BOLLARDS "__YoP z ��� OND TEP 5 x t ` 2 COP R n . USA e i 00 pR 1 ✓ 1 `y W u �1 I TYPICAL `"•`""-.,... �0 G� ! R CONCRETE 16' " ` \BEGIN w WD PSTER D L I FOOD LION DOCK L+• 3"` COPP R LINE41 S. \ ! OTE: CASE I ING \ •2g \ '' 4141 ` V4 T1"'1 53 -,4 - 41 U.G.E. \ CONC o \ '^ OR THE F TING O N. \ EX METAL LANDING Cerrcrel• to be cro.. AD it— cast in plat:e,4000 PSI ,f / "«°" a : e: a, e L INWOOD 5. DUNN D5, 3-12 FG. 94 y � �- � w -� \ AND STEPS \ ZONED: fRF W ----- _ \ —E — l✓ TO TOP = B .6 INV.=823 v' / - nml' M I -cat or cast In Oroea �/ TMe darn USE. RESIDENTI,4L E i EX i' P. E --.-'ram E e -- , _ �E EX P.P. • i` j % � ��`-- t /`\-'-•-,,... _.___- '` ! 1 l``._./'``'\ ``"`---... �' ! ..`._ _ __ 1_ E _` E -.._ � '_` ...-._.-•-.". '~ \`•\~` - � !--""'- '/ /` ,r'-�•-\'\�E E �E ..-"`� i ,,/ .,// 11 "--- '-•-+.---'•- t y -"_.----- .- ;- ._' 4ili o �._ E - "---' This curb n b be Ruad rMn dMign .PNd is 40 MPN or NM on Rural Mghv�otn and Meh: q.! herM a r.l.S of SDp III .,...r. svr°°r 45 MPH Or I•s. in d•vlop•d ban and u. • . -'• ,:. (abnv rae. N wburDen evs) dwu be Paid for w .odrol area. Rmy M redund as Refdr e• j^ -f., - ' MS depI Mtr•ea•d a. Rmh 1i21"d•P1M , / / / _._ -' _ _ _ _ _ -- - - - l- �..- - ------__ �� e• in Md- 'E III ft VWf Imp of a won f a oft p aiN eo.reda ----- i--- ,:- •Agal-" Oafer— the d" - ro be IS -am ` 1ACCEPTABLE AISERNATE «a^ Na G*Aw m 1n IM pice Md m, to be r made far a dKmme or an nereeu depth, - — - IF CURS IS EXTRUDED _ ELEC _ i �, EX TREE — - — STANDARD 6"CUR13 I-y Z .,. BOX LINE p Q O 1 �; ,1 _' .. TM 53 - A - 48 / �--�--'�--' � 11.43' --- — w ate., L INWOOD 5. DUNN DB. 3(o(o, FG, 4(ol ZONED: Rim ' zww w U5E: RE61DENTIAL w L , ! .!lL�ttlUlaxL1, LI1CMtt1 �lt17SBtif[I ?��L.�H>•I wl6D*0 �VIrH-rjATL1_�EH1ID.:-W96V _IOIII I 1"I R019100 VAwM d IK �. eb�ros TM 53 - 2 - 58 - -11 i6DAC .LANC9 2•`• TUDOR 50U,4RE SECTION 2 +k ALL MATE�I/1L F"Ts7.70 WEC9Iv to Ti m a it -q14e A solo' TFW-ATem — — — — — — — — !r•-110 yT:-�IMGif - I I .OATS -tcIT._ _---UMBefi ' ZONED: fR,4 III �f N1-f br U5E: TOW0U5E5 ras• I I VREMIL i•ai•dFSIPA C IIII —VACLATFM t DMA6ef111T1 III fl MP'lIII "- - - PP64 fT6. "IL-UMN- tDAIC. &.o^ i'o 1 1 — DATE+ 02/08/99 1 L__� —vie z•R �• SCALE 1" = 20` -MUMMTEIZ .GATE _.DETAIL -t-=6'�,t•os DESIGNED BY: SWR —. -_tNeT TO -94A Li DETAIL- MIA" FENCE AP't.JNV JOB NO, 2264 SHEET 2 OF 3 m CT, CID 01) LC7 QJ 1 C T 0 0 O IV r0 d Y U C_ 0J CU L_ Q LID tti 0 PER CITY OF WINCHESTER TOPO DATED APRIL I, 1915 THE DRAINAGE m AREA TO THE PROP 30 X IS RCP,, IS 20 AC. �\ s , T TM 53-A-30 TM 53-A-31 EVELYN L. SIBERT GARWOOD W. BIURWELL i TM EL NI 3 DB. 851, PG. 8�� DB, 89, PG. 6335 � TM 53-A-45 MABEL NICHOLSON TM 53F-1 ZONED: RP ZONED: RP `'� BURALL LUTTRELL � 53-A-44 DB. 882, PG. 1089 USE: RESIDENTIAL USE: RESIDENTIAL DBE PG 114 BURALL LUTTRELL ZONED: RP FOX RIDGE SUBDIVISION DB. aS, PG. 683 USE: RESIDENTIAL ZONED: I ZONED: RP ZONED: RP TM 53-A-42A USE: RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL EARL S. BAILEY, JR -r, y l DB. 516, PCs. i25 I ZONED: RP USE: RESIDENTIAL - NOTE: I. ALL RAMPS _4+4OWN WILL BE BUILT TO VDOT CG-12 SPECIFICATIONS. -- I 1 �..` 2. THE BOUNDARY INFORMATION I [ j ,� � F INFORMATION1 iTa SHOWN DOES NOT CONSTITUTE A BOUNDARY SURVEY. 4i vr `i ` gµOU _. -- — _•_-�=a•-.-- � _-_. a �- C -^-"' f ._.- [ C _.-__.. ' IT Tyr ' q t ) --_ .. 'TPII01"ll Mv,�SWI 139— CJ _ „Ile...s;__�-` � .'=' = � - c �'�r•;i lqT !N''✓�'o,i� ," ',, - __ ,. __--____-. __-_ DRIVE _ � � ,,"a',�y� W.N.- i D �i `` '__ _' '' FOX �� ,. - � :;: � �� FROI" � A 25 MI'H .,, NED S f tAl ti " 4 a , a , ...--._.-- i''/,r ... . ' . r >.' ' ..., , ti ,.A ,.;•.!:. y't� � V X9'•(147 . lr' y�'1''�' � � v Y y,.. � . W -. J _ ___ r vY"5 Sh�y! ��F+�vs,� 5, ��k�` :ydy;•: a'T4__.._- . - — s 4 ff �R,4¢���/y��e.��p I - - � �..�.�, #r���y . �' ��'� �.-� .� F< x� ----'.may . 30' DRAINA�sE 1/EL � _ �!r'TVtJi•y GI'F - .,. .. 4. v. ip'�';.. F`t.:�6.'� i. .. v'•�l+' � � +: � ... -�2:.1 , � VI _ _ f \ ' 'm€!a(trt '---"""` :r, r�` M_ � - 4, V Ex C OGATED - ? :;�.; k,sJ' .-y �.2,Yn rh €,sroe",.,1,.'�.... �".��;r+ . raNr,.`�3k. , u.. . ...fr:.' .. c_. r _ - � •J I t I �+ �: �. Q�J 100,; a �j/t l ' - ,,.... `.Qutg LINT \' - .0000, J- -: ta��r1 ILI EXISTING CL CENTERL INE DITCH VARIES 4' G VEL SHOULDER 81, 21-15 BASE STONE 114": I' I rr. 1, 2" 51'1-2A 3" BM-2 100000000000000000000000000000i00000000000: 00 „0�'0100000,7 8fl 21-8 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 o'0,no Ono„o 0 o BASE STONE HALF TYPICAL STRZEET SECTION NOT TO SCALE 625 {-_.— _ F�X 21" CMP I 82fd j � I I I I P ` i 8 i f •zzzi (d +(d0 1 +idfD 2 +00 PROPOSED STORM SEWER IHORIZ: 111•50' vERTICAL: 1".5' ,/ \— f—ti.'S.^'..'^ - ..._ _ __ - ^� - CO }�tR /" .-.---- -- -... ----'--` T - _. -. - m\f J!f I.✓K/ 1 — . r_^y: +,ten.✓;, r_ .-., ✓nwc-a, a -+-a .-.-rs, ..a,= MIF' 1 �,'j1^ _ I J!.' � ... - V is ' J / t f T a er RA2Turn 4 150' Left L n �' 1 `t Turn L 777�c� C I- ' ' TM 42-4-A 'ell an /I - - _._ TM 53D-3-6 W.N. EMMART 4 SONS, INC. TM 53D-3-1 HK BENHAM III AND OTHERS ' �,•ll rr DB. 303, PG. 430 I 4 I l % ZONED: 5-2 ,'TM 53-A-52E i' HK BENHAM III AND OTHERS DB. I61, PG. 1280 �' , USE: SERVICE STATION HK BENHAM III AND t7TNER8 r i DB. '161, PC. 1280 I ZONED: 5-2 DB. 161, PG. 1200 ��_.�_ —� ��" �—'�fi / % ZONED: B-2 USE: VACANT % y d' KI lc I e A� a Street approach some surfacing as main line roadway lul aD I 13 l Main line roadway A� �— ���y N Note Width "B" 2'-0"or as shown on typical section. HALF PLAN Gutter NM Face of ttM line Main line Roadway Curb Cu►b of Side Street T When used in continchon with Standard CG-3 or CG-7, the curb face on this Standard shot be SECTION A -A adjusted I. match the mountable curb configuration. STANDARD CONNECTION FOR STREET INTERSECTIONS 41 CG - 12 A� lI e"0. eetea�l. e e A-4j TANGENT PLAN Ja.-nl. •..a 7'-e•,. Iti l.trrn.rurr...euin,rr.ol boos w wnM,l bWtM tlripl ro achNN o 12 1 slop. e` 7' e' s'd CG4 e.s3xw. r SECTION A -A RADIAL PLAN SIG" 12 1 Alwave VIEW NOTES All coon./. b be Cbs. A-3 Ramp ewlope sh.l D• Cwehuobd rfth a nthha .... I lnwh o..... ." of the rwrp .1b11 not ....d } /Nol SECTION 8-8 Ramp .nw ha ..nod a urns. urns .lop. of 12 1. Cleb o.t mows an to in bC~ as .N.n .n the plans w as dieol.d of fM cierewr. The, should be offset f.o.n pedeshbn woMui, br. should nol be bowed b.hind r Ncl. ,too lines E•atroy lignl peal.,• foe hyd.ons• drop in.ts, etc ..It also alto" plocem.ot Cel ramp. nrwl be ewoenwi awl peel is, at the owleacl Muff pia. br s,d.. *.cob and salter, or aer cn.noorrns **red which pure shall Maas ON wwk newe.wy to shape or modhy the near o. , inesst. Wnsn.Nd M a."ticten •.Ilh Slandwd CG-3 or CG. 7, the curb too. on the Sbndord .s ro be ode»Nd to mo/ch the n: ..br orb c.nlipratron. V Trewwwmt wM. 7-e'.ldm is rot owengbN. CURB CUT RAMP (FACILITY FOR PHYSICALLY HANDICAPPED) 42 �4'� 2eR � o .:: • ••• • • • The bosom of the curb and gutter may be slopeconstructed parotid to the slope o/ sub- -2 '_011surface courses provided a minimum depth of 7" is This area may be concrete maintained. at the option at the contractor This is rb 1. to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 9 suburban areas. ": Combcurb a gutter having a rodis of 300'ar less (along face of curb) shall be void for as rodtol Combination curb 9 gullet This item may be precast or cast in place. Concrete to be pass A3 if cost in place, 4000 PSI if precast. COMBINATION 6° CURB 81 GUTTER 31 V Z Uj W Z 0 ZN wC) 0_1 N 00 v Q L� J � c0 ZJ > � o I del Ll.! = L Q) (U Q/ W �� 0o cr 3 Q-(n °i x ' R LA Lo i 111117 71�;z " C) N � L V 1 H H W ly ' ril 1 MARK D. SMITH v No.022837 IDNAL E_ W rE--, Z O Q Q E, as 0 z� o A., DATE: 02/08/99 SCALE: 1'=30' DESIGNED BY; SR JOB NO, 2264 SHEET 3 ❑F 3 X U Q cn 0 0 L a a x V Z 11J Lu Z Zc, LuCD N 00 cki i �N Ln V J � CID ZLLn = L cu W Q, uj v t O - O N' ---��b fi ,a o �� �t O 4 di �r' ? it ,,, +t �'4r �i � Ul Lo / ilk � _T— i _._tr .; �,' �����,: Yn, �"+,Y•.'' ;:''ifN". k k '....{ 9'! J' 4k1 : x. fA'��'!&' ��i Vj1 ^f' y, b �'1 .wr ,. 6:,: �,., i; 'An >s d '...�3 'rF„� A'" �� 1-. ... ..i._ V . i "t� >N f� "r,*✓i �� A. i , , s 8 -�g� , VrI L f ra , 1., ... "' tg !, it'$° q i � �✓+ x �`t'm'i`t'T'C F32iay •'' t b i; t , _ _r ,,� > VJ O O W � O u� } w Li m I— @ Q @ EXISTING CL U MARK D. SMITH 9 CENTERLINE DITCH No,022837 1" AFXING DETAILS vARI ES 4 -PAVEMENT IDNAL GRAVEL SHOULDER - s 21-B (& TYPE 0 WHITE PAVEMENT MARKING, 4" WIDTH, 10- LONG, 30- SPACE. BASE STONE I/mil":I' ® TYPE D WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLAN. 2" 65M-2A I".�, _ 31, BM-2 o 0 0 o`u 0 0 0 0"0-�• 0 o_ 1.� 8"21-8 pODO�ODODO�ODO�O�OpOpODO�O�O�O�OQ0�0�00'o 0O0 n O , ® TYPE B WHITE PAVEMENT MARKING, 4" WIDTH, V LONG, ¢' SPACE. BASE STONE TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH. LENGTH AS SHOWN, HASHES HALF TYPICAL STREET SECTION SPACED 20' ON CENTER, AT 46- ANGLE. NOT T'O SCALE (�? TYPE B YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLAN. TYPE B WHITE PAVEMENT MARKING, 24" WIDTH, 20' SPACING, 45- ANGLE. © TYPES WHITE PAVEMENT MARKING, 24" WIDTH, LENGTH AS SHOWN ON PLAN. / � > � NOTE.- (rtj TYPE 9 YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY U W � _ A 4" SPACE. LENGTH AS SHOWN ON PLAN. I� Z �1 THIS PLAN CALLS FOR THERMO -PLASTIC AND WILL BE ACCEPTABLE PROVIDED THE DEVELOPER TYPE B WHITE PAVEMENT Z 0 Z N Q CAN FIND A CONTRACTOR WHO CAN PERFORM THE WORK. IF, HOWEVER, STATE FORCES ARE CALLED MARKING, ELONGATED SINGLE ARROW. IN TO PERFORM THE WORK, PAINT WILL BE USED IN LIEU OF THE THERMO-PLASTIC. � z ® WORD MESSAGE "ONLY" TYPE S. WHITE PAVEMENT MARKING. � q � (:Z) U in, w z 0 b PAVEMENT K _SIGNING ENT MAR ING NOTES d Q f ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN 3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND ACCORDANCE SHALL BE MODIFIED WITH THE MOST RECENT EDITION OF EACH OF THE IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR FOLLOWING AND ANY REVISION THERETO: OTHER OBSTRUCTION, AND TO COMPLY WITH STANDARDS REFERENCED A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN NOTE 1, 4- FOR COLOR COMBINATIONS ANDIOR LETTERING SIZE, REFER TO THE B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC VIRGINIA SUPPLEMENT TO THE MUTCD. CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND 6' ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH BRIDGE SPECIFICATIONS. COMPLETELY PROPOSED PAVEMENT MARKINGS SHALL BE . ERADICATED. g• LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT BRIDGE STANDARDS, MARKINGS CONTINUE UNTIL EXISTING .PAVEMENT MARKINGS CAN BE DATE 02/08/99 MATCHED. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS , SHEETING. SCALE: 1'=30' DESIGNED BY: SR JOB NO. 2264 SHEET 3 OF 3A CENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of t}he Resident Engineer, Virginia Department of Transportation (VDOT) and Rockbridge County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail an(d/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved diitches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guiard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permmits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen shhould be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). B. All unsuitable material shall be removed from tlhe construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Rockbridge County and/or the Rockbridge County Public Service Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of uttilities, letters of permission from all involved companies must be provided to Rockbridge County Public :Service Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gwavesites. Gravesites shown on this plan will be protected in accordance with state law. In the event grakvesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to ]Rockbridge County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephtone numbers of the and operators underground utility lines in Rockbridge County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTACTS Water/Sewer, Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone, Belt -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Power; Allegheny Power P.D. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas, Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 MISS UTILITY 1-800-257-7777 FCSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND) ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVIICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS, BEFORE A PERMANENT METER IS SET, THEY REQUIRES 1> THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOTj 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER, IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP, THE CONTRACTOR MUST MAIKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO) AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTIOIN ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE 4SSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013, IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. VD0T GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Deportment of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance withthe current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preoonstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control H ndbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill, of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests 4hall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. VI 5. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit ,and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VbOT's discretion, by VDOT on an account receivable basis. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. Fire lane markings and sionaoe= Any 'No Parking' signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Table 1 Frederick Plaza Trip Generation 50mmary AM PEAK HOUR PM PEAK HOUR IN OUT IN OUT Existing Trips - Manually Counted 102 110 298 420 ITE Calculated 68 43 - 201 217 Multiplier 1.511 2.549 1.485 1.932 Additional Trips- M Calculated 4 3 14 16 With Multiplier 7 7 21 30 �.r. Total Build-Ont Trips 109 7177319 450 L- AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998. LEGEND EXISTING INTERMEDIATE CON EXISTING INDEX CONTOUR PROPOSED CONTOUR P EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER - - ___________:------_--------.-----_- ___ PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-611 EXISTING TELEPHONE LINE _ ..... PROPOSED TELEPHONE LINE ,; V t `: Kill" EXISTING STORM SEVER PROPOSED STORM SEWER --_ -- --- EXISTING SANITARY SEWER PROPOSED SANITARY SEVER a 1 EXISTING ELECTRIC SERVICE - c - PROPOSED ELECTRIC SERVICE $ e EXISTING GAS LINE -5 - PROPOSED GAS LINE -----' �*- PROPERTY LIKE FLOW LINE FENCELINE__... {......_;,;.._..__--._.._.� .._...; ......_. _..._......,. ;.. ...,�.._..,,.._...._. EXISTING POWER POLE �} EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE- T PROPOSED WATERLINE W/ TEE PROPOSED FIRE HYDRANT o8a EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER 00 PROPOSED REDUCER STOP SIGN _V_ VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAW STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE v MARK D., SMITH � Project Name, kNo.022G83�j7 It0ATALO Magisterial District, PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO VICINITY MAP A PPLE , SCALE 1' - 2,000' PIE WoGE iP-D RTE.73t� P-ouTe 37 I ATE t'22 SUNN01De P1_AZt LIPGLE SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 PROPOSED TURN LANE SHEET 4 i PROJECT INFORMATION i I PARCEL IDENTIFICATION NO. 53-A-52E STREET ADDRESS, FREDERICK PLAZA TOTAL AREA, 9,5180 AC PROJECT AREA, 1.00 AC, DISTURBED AREA; 1.00 AC. CURRENT ZONING= B-2 CURRENT USE, SHOPPING CENTER PROPOSED ZONING, B-2 PROPOSED USE, SHOPPING CENTER BUILDING HEIGHT, BUILDING SETBACKS, PARKING SETBACKS, ALLOWED 35.00' REQUIRED FRONT, 35' SIDE, 0' REAR, 0' REQUIRED FRONT: 5' SIDE, 5' REAR, 5' F.A.R. CALCULATIP-K 63,545 SF / 414691 SF. = 0.153 LANDSCAPING CALCULATIONS OPEN SPACE B-2 15% REQUIRED 28% PROVIDED ENVIRONMENTAL FEATURES PERCENT FEATURE DISTURBED FLO❑DPLAINS 0 LAKES & PONDS 0 WETLANDS >1AC 0 SINKHOLES 0 NATURAL S.W. 0 DETENTION AREAS STEEP SLOPES 0 >15% WOODLANDS 0 PROPOSED 20, PROVIDED FRONT, 264.00' SIDE, 57.81 REAR, 65.0` PR V DED FRONT, 26,W SIDE, 1817'1 REAR, 28.9i PARKING CALCULATIONS F60D LION 39,945 SF. SHOPS 23,600 SF. TOTALS 63,545 SF. SPACES REQUIRED, 318 SPACES SF ACES PROVIDED, 356 PROVIDED 01 ,�5_/2 5-l9 9 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY CO VER SHEET FOOD LION GAINSBORO DISTRICT Project Number, 2204 Date of Plan, (Month, Day, Year) i 02/08/99 Owner, Address, Including Zip Code & Telephone No. P.O. BOX �68 H.K. BENHAM III & OTHERS WINCHESiER, VA 22604 (540)667+1266 Developer, SAME Engineer Certifying Plan, Greenwo,y Engineering Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No, 151 Win y Hill Lane Winchester, VA 22602 (540) 668-4185 W. o ,n CO CQ CO It a� I C �CV CV �> 't CV x toCV 0� o � 4to a 3 X F w V) W L. S. �> � w voi w Q� E 0 z o u 0 Q 0 4) w U_ � w d} E> U F E-� Wrpm C) _ -' Q R' V) 00 �� a 0x O W M� � R. Z W ' Z Q 11; I /F") MAY Z 1 1999 DEPT, OF PfANNINGIDEVELOPMENT DATE: 02/08/99 DESIGNED BY: SR CHECKED BY: GO JOB NO. 2264 SHEET 1 OF 3 I O1 C 0 0 0 to N r-, a U CD L L0 cu R, U L Q 0 to CD _. f A n a,- eeeeee e 1 a ° V Q s e - �_ . x�oNc g�DEw�L `' S —� S // W I! ' ('J Q PRO INV. = 1.1 PROP --..., X ST RM S WER EXPANSION ° vq. ° Q ae . <, • ° . ° ; �. d rr �� NO 4 M NHOB TO(-=a2t ° °° e < .° ° d _ � I-,' 5MH W � jA 4 d °' ° ° q ea e d d ° <.: d / _� •°, a ea .� / co 01 0 i_ (n _ CONNECT TO EXISTING 2" WATER LINE d ° q ....,,° ' °d. d q � C m iD N _ o � -' ` r Pcu ROPOSED ADDITION 4.ol EX CAS CONNECTIONS 16.6'7' W W �+1 zc i o v - , t 1 j Q T �� ° 90� EX WM O BE BANDONED a, q AND GIVEN T FISSA INSPECTORlell nr, 3 s a� u a, X BLOW- EX FOOD LION z PRO �� / \F-�' , PAD .' - �p>� , a ° 9 0) '1 i BOLLARDSAl i, C �L r>IW PIC 41 { j x 2„ 7`0 a cpp,�R -------.. „ l O tL ANI�� H WIRE TO BE i � r ATEDLi '� ENGINEER'S NOTES: y 1. THE BOUNDARY INFORMATION SHOWN DOES NOT CONSTITUTE A BOUNDARY ,� — U u- uU. EX HOUSE { m �, \ PROP -2 SURVEY. UL RAVEL b/WPAVEM MATC X T ''' , ` _ . , ° • ° • ' ` �: 8 CONCRETE (P �► ! / f/ -� , �, 4,MP5TER AD x .''•:::, , . ... psi WITH MESH e m .Q ' Ti�l 53-A—� r p E X )) 4 21 Ex � 1 i ' ��,�� NSF D/I•U NIC�IOLSON A w , � RENTAL FROP., INC. B t �' x DI �1 T P=82 .2 � °�� i , IN .=822 4 Bp BOLLARDS -B BASE STONE IA D5. 014, f=>G, 1(02a i m , \ - DUM PSTER PAD SECTION w m (y) Z C111 0 \ - ZONED: RF ELE SE T T SFORMER b6 7' Q a (u N ,. v USE- RE5IDENTI4L w W ..,. ` M ALLAND INC-S BOLLARDS P O � CAN OF �, 1 STEPs>\ E N Y o 0 Z 2 COP R ° :a y4' 1 W �< <-a-x u I TYPICAL RCS' CONCRETE 16' " L FOOD LION BEGIN N W D PSTER D I(L4• 21v 0 �' W \ i \ " COPP R LINE E I INCs �\'' CASGONG DOCK .41 ° g t -' TM 53 - A - 4-f U.Cx.E. W 4" RCP �\ A �. OR THE F TING O N. \ \ EX METAL LANDING I �� 1 � �, \ \ AND STEPS ne Conte to be CIO" A It ont in Plece,4000PSI of j n •. 'e. peeoet. a •,.. L IN1,000D 5. DUNN `t / ` W \ A . , cow i 1 D5. 3-12, FG, 94 ZONED: Rfi� ', `. `� 1` ,..,,•_` W � � �\ \ E —ESE �` '� — w TOP = 8 b 4� INV.=623 � j .': '� ..: �:: Thll it�.,, n,e, be o�.e.t or cost +n,I«.. i 1' 4 USE- RE DE 5 I NT I AL EX E i � Ex P. ` ,+ -,i".,_^` �,.• 1 '_ E ..J. "`.=_ =,,, .. -� This cvA is to be mW when del* W W .is 40 MPH or NN on Raral MgM.eye my Neh; ` , •�_...- / \ E �/ /- --__., ' } GL! he.irp a taste N S00 ff a Yef 43 MPH or lees in developed urbot and (ebnN lace N c 6) MwN be Paid for N rodieO .. . e ' suburtion areos, curb. ����E .:'. "=,. I� / ///'�- M t / --~ `-'--- --.-_ _ --_.� /"'`•-•...`� `" •--._ �' � �: �-- �w" I 1M dePMt N turb rroy be educed ee nwdt as T IN so E in -der vial hebold a eve " COM499 N the powmnt `'-- `.---- �.-, tt. *A#XVW%n Oetowise the dlP* N 10 b* Wm _--- ACCEPTAB%n LE ALTERNATE ANO edNietrneM to Pm Once bid is to be rtnde b e derneee -_�- IF CURD or on increeee in depth. IS EXTRUDED F�y 1 ELEC —r , ---s STANDARD 6 CURB z U1 H x EX T E BOX �/"-- , _ / '� _ TREE L IN --- - — — O Q O /, - -�'..----- `� N 8`1 15 03 lU 1�.�3' —' w � a Ix � TM 53-A-48 _--�- � z � � o u L INWOOD 5. DUNN k, D5. 3(o(o, FG. 4(o7 ZONED: RF , — Q•L Q U5E: RE511DENTIAL •=e►_lrL�rL�usu�s�Ll-LIIPNee� �N�SRETlR1?ISE3Nt►I WaLmep �FfM_rJATtf__7jbE11tKVjN"V IWINT9 l3DARAN Y KPLN AW � Z•` TM 53 - 2 - 58 - 1 1 TUDOR eQUARE SECTION 2 ALL MATEl�I/1L V1151.01*4 w"Im. TOP Coe f1ATS7 ie REG6 iV R I I 'm Ape it qf*o x V Apo T!•CJ►TCM 4•-p0_�T"-�tlNGif - OATS=lk!:PVT-I=MBeR' _ _ - - - - - - - - ' ZONED: RA '' I�IT 6' U5E: TOW4OU5E5 r.• IF NEST view S•■ i• `i PAC POW" � I 1 I I I I I YAW LRTGN s dIU6KiTf— WtTN l w "f/II P11111.6b iTL.• d"uu- SAIC _._ DATEL 02/08/99 Va I&' SCALE: V 20' _j7UV"TE C GATE _D.ETAIL. -►`�-6,,,.ps PETAIL- BOA" FENCE Arl0dND DESIGNED BY. SW _ DUMr57r_FR PAD JOB NO, 2264 SHEET 2 OF 3 m CD r` 0 a Iv LL c 0 Cr C O .-f O O LL i rD N t0 d Y U-. L Q] ry LD (U fj to 1v 0 TM 53-A-30 EVELYN L. SIBERT DB. 851, PG. all ZONED: RP USE: RESIDENTIAL PER CITY OF WINCHESTER TOPO DATED APRIL I, 1115 THE DRAINAGE s AREA TO THE PROP 30 X IS RCP' w IS 20 AC. \ r, w TM 53-A-31 `'� % U100D W. BIURWELL ; �' TM 53-A-43 GAR� DB. 89, PG. . MABEL NICHOLSON TM 53F-I !V TM 53-A-45 TM 53-A-44 DB. 882, PG. 1089 ZONEDRP FOX RIDGE SUBDIVISION : " `' Z USE: RESIDENTIIAL L t rn '" {. t11 ' tZ P I Jr 4 6AAVEL SWOULDEP _ z Er' fw P. TO-D1E . TED ,'y BURALL LUTTRELL BURALL LUTTRELL ZONED: RP ZONED: R4 0 DB. 861, PG. 114 De. 89, PG. 683 USE: RESIDENTIAL TM 53-A-42A USE: RESIDENTIAL w `D In ZONED: RP ZONED: RP EARL S. BAILEY, JR. CO USE: RESIDENTIAL USE: RESIDENTIAL ` 1 De. 516, PG. -125 I c�I1 I ! ZONED: RP Q o0 NOTE: I. ALL RAMPS SMOl1�1 WILL BE BUILT I USE: RESIDENTIAL ' - _ - -+ L _— ._ __ __ _ !— _. �— s __ _ -- -- — — —..._ _ 1(�0� TO VDOT CG-12 SPECIFICATIONS. � i ----�_ I � -- -- , r��1, II _.---=�-�---�'--'�--`�'"`—""'��' __._... _____--___. J % � I ! - -----------. In cU r ,,, '•� 2. �T�HyE BOUNDARY INFORf'IATION I -j .// `4•. , ._ ..____._._. - --I"=',--r, - L 1 /-1 I g1�V1i� �'�_-__•_..�---y- _ S _-.._y .,s,.._ _ _.__.. a .. _.._ ' �- --- =.e _ ti , , eve 1=j r DOES NOT CONSTITUTE -1 `` �""�`� A BOUNDARY SURVEY o -" - �' 'f � - -•-.�_ _ � 0 a Ian IS -- _ __ ..___.r �.� � _._... __._-. DER In Q /r c r r c ♦_..._. t --' r ..-"" C _...^_' 1' - C r r _ _�:`-M1-w�... C y a_ [ .-.-.. F "--_•• t ..�----._'-_.._ ��w ` I ��� wooses r - .— - r -_.., r _---�.-t'--- � _— -- y __.. � —_ a ---. _ -- a � s _..— 3 -- � _. _.. a ____ -t --ar 'r s -- r -_ .- _-__....... � � _ -.�. �, �' ! , � � J I ,� ,�,.>�.+,,.,..�... �,,• , '. �Poop IMV,ffB .1 ^�_ t� f ert`i.-�IN ✓�- v L /KJ.r .1 1_ ... _ ___ ; .-...__ � ♦ _._-_-.. Ln '` eir■ae :. �TOBE p FROI 1 wNT � 17 °� ve - - FOXDTE f�Ic O8TANE o .1 u. Nos f�•tiT 4 4 . y�4 ' 'ti , � �l w >S 18 .. M _ _ ._._._ _.i L. ..__. - I / - ': � .. t .. ., .,v_ ,,, , . u , : .., , � � ,.,..:. S,„ • M,,..-, v2 : , h,i t' k' .1":'� '."• yl @'6.i ,,.r-,r / . ___..... � r: � I � r ,,, .. .. -k� Fi } s �J.. :'`,,E c,.,}iyx.f.rra . ..a .3 ,. "'�J, F ,Y,�,rl•�,...� ._._ .\4� NAGS __ - o i PROP, 30 i y- .� � / � - � . '� �,5. ez %� } "t 4'T � `y�t ��"' :*���t � ,, a , r5, �:X� r. "....-.-'•" 19 "`r--- _a "'- — _.:.. _ _._ -- , n I ' r IIR` k - 5 4 ,... ,,:. P , d .,, >7 ., r u,. ' { Yr. r✓ � S ,<, <, r n,. w:. k .: :. ,.0 1 '�a I - v .:T Op. ' , Ra Mi•F3L- � a / r re � D d _Lane Taper p R _ J,,_..v� v , �` .-..... .:i"'.y.. ''-,'.- .....~✓ •>�""-'r' :, I ivr" _. ' T f3Pil25 a e - 7 I _ 1�fD' t Turn L n +�_ E 243 f j:- l 1 I 1 1 f swan 4: PROP CG-6}�t - _�'' _ -_ TM 42-4-A -- J 11100, ta�br � l�ld' 'Right Turn i � TM 53D-3-6 � / �'�` a W.N. EMMART t SONS, INC. � it i i TM 53D - 3 - l ' BENHAMRS B. 303, PG. 430 %f De. 5-2 .� .._.__ ; ; r' -44K BENHAM III AND OTHERS NK' DB. 611I I PG.D128,??y ,TM 53-A-52E ' % USE: SERVICE STATION r DB. 161, PG. 12W � ZONED: B 2 HK BENHAM III AND -OTHERS -- E B-2 VACANT % '' DB. Ito I, PG. 1280 ZONED. USE: vACA , ✓ mL M I i { � uv� : VACANT -: -t- - �� -'-�- -r-Uii: HO#:,PkG �"R� I i % �. �h i' _ ;' 1 , ..` . is , ! i 1 y I` I' I� I I I - - I ' ' j / /-"• ^� n' it "��j�►-'--.,� \� . �` � I � fa � t• .�_ I , / J tit �` _ �� EXISTING CENTERL INE VARIES 4' GRAVEL SHOULDER 8" 21-8 BASE STONE I": I O°O�O`0 v .. 2" SM-2A 3" BM-2 O`O'•O"O`O"O-O`O`O`O`O`O `O`O`O'O-O-0-0-0-0-0 ^OrT�0�000°O� J/ 8"21-8'O°O°O°O°O°°°O°O°O°O00°O00°0000000000000000000 O BASE STONE 835 N 825 HALF TYPICAL STREET SECTION NOT TO SCALE f I I MOE- t � i I I I i ' t _j f I 2 1 n CYerl®- �11-1ff�- f I 1 I I E u I �OfA1�I I z Z *Z4 0400 1400 PROP+OSED STORM SEWER i HORIZ: 11,e 50' VERTICAL: I"■ 5' 835 825 a 6" 1 \ Redial combination --_ \ curb and gutter , * Rodius to be as B shown on plans \ • A Street approach some surfacing as main line w roadway I Ito 1 —Expansion Joint I 13 I Main line roadway A �J �, rn Note Width "B" 2'-0"or as shown on typical section. HALF PLAN Gutter NM Face of tier lire Cwb Curb —,,,of Side Street Man line Roadway when used to conj mhos w,th Standard CG-3 or CG-7, the curb face on this Standard shoe be adjusted to match Ihe mountable curb configuration. SECTION A —A STANDARD CONNECTION FOR STREET INTERSECTIONS 41 CG - 12 A� TANGENT PLAN W11i or Mop .'.,•,. 1ti me,rmwn r•ewr•menl M,rh ° wMoul Dotter slriel ro ocher• o l2 I slpp• sro a-e es3xt•e. SECTION A -A -a. RADIAL PLAN m,w,m slope 121 blpe— ---- �yY VIEW NOTES ar ro W Close.-S Romp swf«. "I a caefroaed rdlh o non-.s,d I.— ord -.e .lop. of 9. romp ."I ..I •speed } /fool r.� SECTION B-B Romp .hall not toed o inaiii m .lop. of 12 1. Cwb cot romps are to be located are Rion se 04 slam: a as directed by 1M tnrw•r They shores be offal from p•dow,b aoawpes W sho.M no, "locos.d behiM rsh,de stop I-, Ee,af lna heh, poles, I., hyaaes, drop Inlels, VC, will also offeel ploceaeel Col oft. shall be eeesered ale paid No al the oN*.f eat enas for lido.*. cwb oro e,rlf•, or sari compo,,onn, e,eepf wh,ch prove shall incWll wor o ee rr•pessoy to shops or modlly the Jerre as remrod. when .sod w oec oerifien wM Slsadord CG-3 of CG- 7, the curb tote on Iltnd n Sloord ,o to be seeded to m h m ee 1oble arb venhglovl pn. Q Trse,men, whw• T'-• • w•M I. eol eMelnab■. CURB CUT RAMP (FACILITY FOR PHYSICALLY HANDICAPPED) 42 f °"�I 2�R d.. sO d • • 1' '.1 '• • '•. :A. in A. • : �. • • This area may be concrt lei of the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 9 suburban areas. The bottom of the curb and gutter may be can structed poralleI to the dope of sub- surface courses provided a minimum depth of 7" is maintained. Note: Comb Curb d gutter taobhg a radius Of 300'or loss (along hate of curb) shall be paid for as radial Combination curb 9 gutter This item may be precast a cost in place. Concrete to be Class A3 if cost in place, 4000 PSI If precast. COMBINATION 6" CURB 81 GUTTER 39 No, 022637 SIONAL t_0;� E- W O � ZZ 0 QO OZ � � EE, Z Q as � zQ DATE: 02/08/99 SCALEI 1'=30' DESIGNED BY: SR JOB NO. 2264 SHEET 3 OF 3 K41 X q rn m Ln m 0 L o, 3 0 0 0 I N L CD L I `L CU R, V) ii 0 a GENkFRAL NOTES 1. Methods and materials used in the construction oaf the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site dlevelopment permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Rockbridge County prior to constructiion in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and (Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and,/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved diteches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guadrd Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permiits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen shoould be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% slhall be paved with cement concrete to the limits indicated on the plans and as required at the field inspecftion. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the comstruction site. 13. The contractor shall provide adequate means of c-leaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors; responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. « Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Rockbridge County and/or the Rockbridge County Public Service Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction.. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Rockbridge County Public Service Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known graavesites. Gravesites shown on this plan will be protected in accordance with state law. In the event grav(esites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior Ito and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Rockbridge County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Rockbridge County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority P,O, Box 1877 Winchester, VA, 22604 (540) 868-1061 Phone: Bell -Atlantic P,O, Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.D. Box 1458 Hagerstown, MD 2174:1 1-800-654-3317 Gas: Shenandoah Gas Co. P.O, Box 2400 Winchester, VA 226014 (540) 869-1111 FCSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE LINES SHALL ADDITI❑NALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATI❑N AUTH❑RITY. 2. THE CONTRACTOR SHALL C❑❑RDINATE WITH, AND iARRANGE FOR INSPECTI❑N BY, THE AUTH❑RITY. 3. EXACT L❑CATI❑NS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE C❑❑RDINATED WITH THE AUTH❑RITY'S INSPECT❑R. 4. THE SANITATI❑N AUTH❑RITY MAINTENANCE DEPAR1fMENT IS RESP❑NSIBLE FOR THE INSTALLATION OF WATER METERS, BEFORE A PERMANENT METER IS SET, THEY REQUIRE) 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2') THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE L❑Tj 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER? BOX ASSEMBLY TO BE IN PROPER WORKING ORDER, IT IS THE DEVELOPER'S/CONTRACTOR'S RESP❑NSIBILIT`Y TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATI❑N AUTH❑RITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE L❑CATI❑N OF THE TAP AND THE TERMINATI❑N P❑INT OF THE LATERAL ARE TO BE C❑❑RDINATED WITH THE AUTH❑RITY'S ASSISTANT ENGINEER. AN APPLICATI.I❑N FOR SERVICES MUST BE MADE AND FEES PAID, 6. THE SANITATI❑N AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP, THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK, 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO BAN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE, 8. A DOUBLE CHECK VALVE BACKFL❑W PREVENTI❑N ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR D❑MESTIC) THAT GOES INT❑ A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion. and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill.. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. ��N Fire lane markings and sicgnage: Any 'No Parking' signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office, Table 1 Frederick Plaza Trip Generation Summary AM PEAK HOUR PM PEAK HOUR IN OUT IN OUT Existing Trips - Manually Counted 102 110 298 420 ITE Calculated 68 43 - 201 217 Multiplier 1.511 2.549 1.485 1.932 Additional Trips- ITE Calculated 4 3 14 16 With Multiplier 7 7 21 30 Total Build -Out Trips 109 117 319 450 AS PERFORMED BY CALLOW TRANSP❑RTATI❑N C❑NSULTING ON SEPTEMBER 23, 1998. EXISTING INTERMEDIATE C❑N -;, EXISTING INDEX CONTOUR PROPOSED CONTOUR Ex s?; T, EXISTING EDGE OF PAVEMENT - - PROPOSED EDGE OF PAVEMENTFIX r�t cl EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R - EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER v,., I C VP PROPOSED STORM SEWER i -- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER - - -- v-- EXISTING ELECTRIC SERVICE -- --- --- --- - - - - - PROPOSED ELECTRIC SERVICE ---_�- EXISTING GAS LINE vo --- -- --- PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELDNE... ; ._....__.._.. ; EXISTING POWER POLE �- EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE N --i T' PROPOSED WATERLINE W/ TEE PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE MARK D., SMITH 9 No.02288�37 Xv `�Io1VAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO A PPLE Pie - p4DGE P-® . .. RTE. 73� A TF rrUNH`(51DE Fi- A Z•A LE VICINITY MAP SCALE f = 2,000' iLt�,uTe 57 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 PROPOSED TURN LANE SHEET 4 PROJECT INFORMATION PARCEL IDENTIFICATI❑N NO, 53-A-52E STREET ADDRESS: FREDERICK PLAZA TOTAL AREA: 9.5180 AC PROJECT AREA: 1.00 AC. DISTURBED AREA: 1.00 AC. CURRENT Z❑NING: B-2 CURRENT USE: SH❑PPING CENTER PROPOSED Z❑NING: B-2 PROPOSED USE: SHOPPING CENTER ALLOWED PROPOSED BUILDING HEIGHT: 35,00' 20' REQUIRED PR❑VIDED BUILDING SETBACKS: FRONT: 35' FRONT: 264,00' SIDE: 0' SIDE: 57.8' REAR: 0' REAR: 65.0' REQUIRED PR❑VIDED PARKING SETBACKS: FRONT: 5' FRONT: 26.8' SIDE: 5' SIDE: 18.7' REAR: 5' REAR: 28.9' F.A,R, CALCULATI❑NS PARKING CALCULATI❑NS 63,545 SF / 414691 SF. = 0,153 FOOD LI❑N 39,945 SF, L.� SHOPS 23,600 SF, TOTALS 63,545 SF. SPACES REQUIRED: 318 SPACES SPACES PR❑VIDED: 356 PR❑VIDED LANDSCAPING CALCULATIONS OPEN SPACE B-2 15% REQUIRED 28% PR❑VIDED �� J qq ENVIR❑NMENTAL FEATURES PERCENT FEATURE DISTURBED FL❑❑DPLAINS 0 LAKES & PONDS 0 WETLANDS >1AC 0 SINKHOLES 0 NATURAL S.W. 0 DETENTI❑N AREAS STEEP SLOPES 0 >15% WOODLANDS 0 6 .Rocs �oJ�ti ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED Z❑NING STANDARDS OF FREDERICK COUNTY COVER SHEET Project Nave: Project Number: FOOD LION 2264 Magisterial District: Date of Plan: (Month, Day, Year) GAINSB❑R❑ DISTRICT 02/08/99 Owner: Address, Including Zip Code & Telephone No. P.O. BOX 368 H,K, BENHAM III & OTHERS WINCHESTER, VA 22604 (540)667-1266 Developer: Address, Including Zip Code & Telephone No, SAME Engineer Certifying Plan: Address, Including Zip Code & Telephone No, 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 (540) 662-4185 MMMMMI 5 r z; •N N '� W� w 7 . z z • • h. • 0 J DATE: 02/08/99 DESIGNED BY: SR CHECKED BY: GO JOB NO. 2264 SHEET 1 OF 3 IN Ex ��vEl o�v U Q i� Cn 00 CU ti Ln L rp L C:31 c 0 O LL i N d U r., LID L OJ L I v CV a� 0 I V' F f n 1j r4, ` a "— ..,,.",`.,�_'---•� ^-'•"' .__,—._ 4. % �► • a ' ' QO ° .. ° Q1 e : Q ° d e ° d. p ° p p n. d ♦ 4 ° "`--'�wALK ___—•_ S _t/ J'„/ PRO IN V. = 1.7 PROP Q < 4 ° . a X S,T RM 5 ER - EXP,4NSION �'•`""�-- ° ° NHO d 4 a p S ji� i T = 82 \ d ° ° ° 44. ° ° d !� INV.=8191 a 4 d as a a° . a O ! 0 \\ CONNECT TO EXISTING °d 4 d -.., is n 2" WATER LINE a: °.A .4 ad e . EX GAS CONNECTIONS 1 \ 90' EX LM TO BE BANDONED °Ire e a AND GIVEN T FC6A INSPECTOR /1 Iffs, a , d�� l >Y SS J 1 1+ t t ti f 5 t, EX HOUSE m 7" 1 53 -,4-4Yo / NIGI40L50N i,ENT,4L FROF=\' INC. 814, FG;. 1&20 '\ i ZONED: RP �. USE: fRE51DENTIAL T1l 53-4-41 L INWOOD 5. DUNN D5. 312, f G. e4 ZONED: fRf' USE: RE51DENTI4L 7` 1 53-A-48 L INWOOD 5. DUNN D5, 3(oro, FG. 4(01 ZONED: fRF U5E: fRESIDENT14L z` L ELATE9 TO KEGTEIV E al v. L I L E DA[_ rP,T9 wt7H °SIM"'PA Go. N Dlp6 STL-Od LUMN 25AI E ------- _BCA DE �NDJ.EYZbiC4.-7DBE.3cHar WELDED �71lCTriSLATES_�EHLIiy.�/.ELD.rO1HTS 1ei6° Ke'U&H S;AWM /-- GEDAr- rLAH K5 . I 41 I IflAll�l I I�.I I I..s'�I I III GA F. rz75-r e II� I Z. I _L1 � I 1 --� -] =VvIAr1TEEZ &ATE DETAIL _- _ 14rT To _94-A LE ) _--- - — RAIC LATCH * OrAGKETS 1 � 1 ` � I E = j( EE E } SMH ENGINEER'6 NOTES: 1. THE BOUNDARY INFORMATION SHOWN DOES NOT CONSTITUTE A BOUNDARY SURVEY. ° 1 Concrete to be Class A cost in 0 10ce,4000 PSI if precast. ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED 8" CONCRETE 3000 psi WITH MESH 4" 21—B BASE STONE DUMPSTER PAD SECTION Surface Base I Subbase 6" --1 This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban and suburban areas. STANDARD 6" CURB N 87 ° 15'O3" W 7- G " * ALL MATEP-IAL To e5E CUMBER- 6 F ILoNT VIEW Z ". 6 • ToP DETAIL BaAI� FENCE APc:,dND _- 17c1MP,5TEP- PAD - Tl`*f 53-2-5&--11 TUDOfR 5QU,4fRE SECTION 2 ZONED: RA USE: TOE, M4OU5E5 This item may be precast or cast in place. Note: Curb having a radius of 300 ft. or less (0" fore of curb) sholl be paid for as radial curb. The depth of curb may be reduced as much as 3" (I5'•deplhlor increased as much as S'(21••depth) in order that the bottom of curb will coincide with the lop of a course of the pavement substructure. Otherwise the depth is to be 18•• as shown. No adjustment in the Price bid is to be made M a decrease or an increase in depth. V z W W Z V Z0i wCD Cl I 00 d v � cu C n ZJ J j I 0" o , �N to w = Ti 0i W I 0 CD S it to rr LJ� 3 s v Q X T)3 L O 1v � m> r� O Ld V / E v o I E, E— Q 1� tD VZ o ZE-41-4 a o� Q �w DATE: 02/08/99 SCALE: 1° = 20' DESIGNED BY: SWR JOB NO, 2264 SHEET 2 OF m m 00 0 to D ttJ lL C O Q1 C O O O IL ru N Y U ti L CD a) L I v o u CU i u) TM 53-A-30 EVELYN L. SIBERT DB_ 851, PG. all ZONED: RP USE: RESIDENTIAL PER CITY OF WINCHESTER TOPO DATED APRIL I, 19l5 THE DRAINAGE AREA TO THE PROP 30 X 19 RCP IS 20 AC. TM 531-A-31 GARWWOOD W. BURUJELL De, 019, PG, II ZONED: RP USE: (RESIDENTIAL, r tr, 11 b , 4' df?AVEL SHOUILDER--. ��nK f..._- -M^ EXISTING CENTERLINE 2" SM-2A 3" BM-2 o >°H° �°o°o°;S21-5 O°o°OoO°oO°oO°oO°oO°oO°oO°oO°oO°°0 o°0o°Oo�°O o°OO -� BASE STONE 835 825 S // HALF TYPICAL STREET SECTION NO)T TO SCALE PROPOSED STORM SEWER HORIZ: VERTICAL: I"=5' r f f T0— - � - ATED Z UJ UJ Z \� TM 53-A-43 !� MABEL NICHOLSON TM 53F-I V TM 53-A LUTTRELL -45 TM 53-4-44 DB, 882, PG. 1089 FOX RIDGE SUBDIVISION Z BUReALL LUTTRELL ZONED: RP o DB. aol, PG. Il4 DB, B'B, PG, 6,03 USE: RESIDENTIAL ZONED: 1 w ZONED: RP TM 53-A-42A USE: RESIDENTIAL � }� USE: RESIDENTIAL U�E:ERE RESIDENTIAL EARL S. BAILEY, JR IOU USE.00 De. 516, PG. -125 ' ZONED: RP Q C USE: RESIDENTIAL N a i� NOTE: I_ ALL RAMPS SHOWN WILL BE BUILT I �.._,"___ _..__-_._-_ i -- __ - g. 100,TO VDOT CG-12 SPECIFICATIONS. ..__. - - ,. ._.. � -_J--�----r--..'_" _ � I ,. i ' � i _-__ _ ._ (i�U) .�+'. -� J � ,r \ 2, THE BOUNDARY INFORMATION — Ln 1TJ. 'Tc1 r I SHOWN DOES NOT CONSTITUTE w A BOUNDARY SURVEY, 1 L.0 3 lr \\ `•-,_. '� x —' Ee __r, _ [ -' « , It 4' (� -- __ ._._ t 4 f Roo INV g825,1 9 FO ROUTE � A RIVE � Limit 25 MPH TO RJW _-----Jr" r E A,I ', ,t✓ ..-s-. `�.ij �.:�� s';t,, ...., err FP , ^^�4edrf �r w c r t,. eft r I �y ,. - j E EASEMEty,__ + l=1� PROP. 30, DRAINACs 41 �, GRAVEL I�ry <, C� B)= RELOCATED 1 + . P it CL DITCH VARIES 4' GRAVEL SHOULDER 8" 21-5 BASE STONE 1/4":I' 835 825 i m f/ m r t s �� LM . � -'x n1�r.•ir� f?i. , �, �c, t t.;l �� F .i.. o> I , h,, ff .. f a?n:., ,kL� rw � •.;d�' a� ';err> a# i•�,1,., _ �`r, .._ ', y ,._ y' , .._ _ ,; :::,� , :7;dt -,�, ,c?`. r � i .,�.r..,3w s�•..ft•� r x' 7 r.'�L � Ure► - ,.-.=-_f31���..,�. i ,1 ,.: 4 - � ✓ r L �A�f� -- K �,.y Taper BiN" " — f 1 ht 1- 5 / y .-. 215 i ;� + 1--1 _ j 4—. ro i % lr 7 1--1 RL�11}1A�a ,, _ f < '' I ! l�sa' Left Turn Lane r f - ✓'' 24 3 / r W 4 { Turn Leh ✓ 42 PROP CG-61 '� �:. 1�1�' TM42-4-A 100I�I 1 TM 53D-3-r �r it i } TM 53D-3-7 NKr TM 53-A-52E BENHAM III AND OTHERS--" el / NK BENHAM III AND OTHERS r`!y DB. lrol, PG, 1200 _ 1 DB. 7161, FI 1200 ZONED: 5-2 H' HK BENHAM I I I AND OTHERS � � � ZONED: B-2 a %r USE: VACANT % 1 '--- 1 'j� It US VACANT I x f U$E: 0HOIF'PIT�1Cx �i N ER 4 I I f s, 1 \ Radial- combination \ curb and gutter — * Radius to be as \ shown on plans \ Expansion Joint I 9 0 0 A f� ? Street approach some a surfacing as main line roadway I V` I(e1 Main line roadway A E, Note Width "B" 2'-0"or as shown on typical section. HALF PLAN Gutter line Face of utter line Curb Curb:),oit f Side Street Main line Roadway U U U W N When used In conjunction with Standard CG-3 or CG-7, the curb face on this Standard shall be adjusted to match the mountable curb configuration. SECTION A- A STANDARD CONNECTION FOR STREET INTERSECTIONS 41 CIS - 12 A- - G'-0" o B ' B ^ 6 A� TANGENT PLAN RADIAL PLAN 54.oa11, Area � ]. a-,s them ,egw.emenl 6 O Iwtn or w11houl b.11III Iripj to acm, a 12 I slope Sid. CG-6 B.33X Ma' q.. i SECTION A -A Slope 12 I Man m sops Iza rrmimam ISOMETRIC VIEW \\�` / \\� a///�\\ ////, NOTES All concrete to at Class A-3. pp • Ramp surface don be comirucled with o non-skid finish and crots'Iode of the ram° ,loll not e�,aceed/root SECTION B—B Ramp :hall no, aped a mo.mum atop. of 12'1, Cub cut romps are to be local. as dawn on the plans or as directed by In. cNner, They should he offset from p.dntnan ord.­ak. bid shwld nol be locmea beh- v.Nce sap hoes Enellna "ant poles, fire hydroms, drop rk,Is, tic. will also affect placement Cut ramps shall be measured and paid far at in* contract unit prices for sidewolk, curb and °user, or other componets meorat which puce doll include .11 nark necessary to slope or modify In.,?.- a, r.aured. When used in coniunchon eth Standard CG-3 a, CG-T,the curb face on this Standard is to be adjusted to match the mountable curb coofiaur.to e Treatment when T* a width is not obtainable. CURB CUT RAMP (FACILITY FOR PHYSICALLY HANDICAPPED) This area nay be concrete, at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 9 suburban areas. W.H. EMMART d SONS, INC, DB. 303, PG. 430 zONED: B-2 USE: SERVICE STATION The bottom of the curb and gutter may be constructed porollat to the slope of sub- surface courses provided a minimum depth of 7" is maintained. Note: Comb. curb 9 gutter having a ro6us of 300'or less (dory face of curb) shall be poid for as radial combination curb 9 gutter This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. COMBINATION 611 CURB 8i GUTTER 3! "'r U MARK D. SMITH v o No,022837 SloNat. � E h O r�--1 I� x� Z OO 0 r �� DATE: 02/08/99 SCALE: 1'=30' DESIGNED BY: SR JOB NO, 2264 SHEET 3 OF oI� E tw s� ,i� H 00 EXISTING CENTERL INE 2" SM-24 3" BM-2 8" 21-8 BASE STONE CL DITCH VARIES 4' GRAVEL SHOULDER 8" 21-8 BASE &TONE 114": I' o V 0 0 o"v 00000000000000000000000000000000000000000000c ^00000000000� o-o_o 0 0 0 0 0 o o 0 0 0 0 0 0 o o o o o o o PAVEI' LENT t-JAR<ING DETAILS i$► TYPE B WHITE PAVEMENT MARKING, 4" WIDTH, 10' LONG, 30' SPACE. TYPE D WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLAN. Q TYPE B WHITE PAVEMENT MARKING, 4" WIDTH, 2' LONG, ¢' SPACE. (�D TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH, LENGTH AS SHOWN, HASHES HALF TYPICAL STREET SECTION SPACED 20, ON CENTER, AT 46• ANGLE. NO'T TO SCALE Q TYPE B YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLAN. TYPE B WHITE PAVEMENT MARKING, 24- WIDTH, 20' 5PACING, 46" ANGLE. © TYPE B WHITE PAVEMENT MARKINIG, 24" WIDTH, LENGTH AS SHOWN ON PLAN. F NOTE. Q TYPE B YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 4" SPACE. LENGTH AS SHOWN ON PLAN. THIS PLAN CALLS FOR THERI"10-PLA5TIC AND WILL BE ACCEPTABLE PROVIDED THE DEVELOPER CAN FIND A CONTRACTOR W40 CAN PERFORM THE WORK. IF, HOWEVER, STATE FORCES ARE CALLED TYPE B WHITE PAVEMENT MARKING, ELONGATED SINGLE ARROW. IN TO PERFORM THE WORK, F41NT WILL BE USED IN LIEU OF THE THERMO-PLASTIC. ® WORD MESSAGE "ONLY" TYPE Q. WHITE PAVEMENT MARKING. _29NING & PAVEMENT MARKING NOTES ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING. o 0 -- , -ter I. 3- PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFUCT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTION, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1, 4- FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCD.' 5- ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED, S- LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED. V Z Ir W W Z 0 Z0, WCD cU Cu 00 d 1 d L n J j I CD (3,11 I TN Z L1J = L N � CU W 7� 0o s d u� 3 u a �3 °i x �� Lq Ln L. i o\ rn L V1 1 I I�I r^� W V1 F-- z z � 0 > �- W 0 W CL } W (P W _(P � 0 Q � Q � 0 MARK D. SMITH 9 No..J02283G�7 Cs �jONAL Ems-+ o u � W O Q�D W 0. DATE: 02/08/99 SCALE: 1'=30' DESIGNED BY: SR JOB NO, 2264 SHEET 3 OF 3�