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HomeMy WebLinkAbout003-97 Waffle House - Restaurant - Shawnee - BackfileGENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR -� -- SCALE 1 rr=_?oo - _____ W o 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and EXISTING INDEX CONTOUR ----- 230 z N �I 00 specifications and/or current VDOT standards and specifications. 20 Z � C: NLn PROPOSED CONTOUR i . i v .S 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins Burin construction, must be rovided rior to 9 9 P P Virginia Department of Transportation EXISTING EDGE OF PAVEMENT EX. E P / �' J °= I I o issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities Staunton District Rev /95 PROPOSED EDGE OF PAVEMENT _ PROP. E/� �- _ cV Ln contained in the Virginia Siltation and Erosion Control Handbook. QZNERAL HOTXS EX.C&G 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) Frederick County, VDO General [Notes EXISTING CURB AND GUTTER d � V,.I Z c � o 0V1. to construction In existing State right-of-way. All work on this project small conform to the latestprior editions of the Virginia repartment of Transport at ion CG_6 F J Ej 7'NL E Ae- a _J .L to Q (VDOT) Road and Bridge Spe ifications, and standard, PROPOSED CURB AND GUTTER Qo 3 Et> lYand W x 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. The Virginia erosion and Sediment Control Retina[Iona any other state, federal or iota: regulations CG-6 � CG-6R p`� �N. C7 � 3 � � "A applicable. In the event of conflict between any of TRANSITION FROM CG-6 TO CG-6R 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held with the Developer, County these standards, specifications or plans, the moat stringent shall I'VEE M 5 L N. A PF'l- E Representatives, and Representatives, of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/or paved govern. latest U.S. EXISTING TELEPHONE LINE T T T e,LoSgoM ,y 'p- a L L a) o ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined b this joint inspection." p p p g g p y j P v2. All construction shall uFaco-tio with the Department of Labor Occupational Safety i Health PROPOSED TELEPHONE LINE T ►.'fA�-�- '<<� Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Administration and VOSH R-:es 6 Regulations. e EX. 15" RCP P I 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 V3when working on VDOT rig:.: of way, a_. traffic . control, whether permaner.-- or temporary, shall be ir, EXISTING STORM SEWER -"� �` Q , 4' �� �� e W (n available at all times. accordance with the curre-.t edition. of VDOT's work F,� l area protection, manual. rchermore, all traffic PROP. 15" RCP '� control flaggers must be certified in accordance with latestof) Road 4 PROPOSED STORM SEWER W J P �P DELGo P L A Z A s ATE 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). eDOT' s Specifications, ,194or lea it ior, ------- r J �P ��' s EXISTING SANITARY SEWER ci J v[ �> n 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. Va. Design features relating t,:. construction or to ♦� C L S regulation, control and safety of traffic may be r subject to change as deeed necessary by VDOT. PROPOSED SANITARY SEWER j W V` / �� Q 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 will require revised Contractor be EXISTING ELECTRIC SERVICE E -- a U- pavement section prepared by the Greenway Engineering and approved by the owner. vsPrior initiation of work, shall . responsible for acquirin_ all necessary VDUT land use vJOT - U- 11- iy 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 permits for any work on right of way. V6. If required by the loca'. VDOT Residency Office, a PROPOSED ELECTRIC SERVICE E 14 (y� field Inspection. preconstruction conference must be arranged and held by the engineer and/or developer w:tn the attendance EXISTING GAS LINE G G eo l6,' `- (�. Q D 11 Of trio contractor, vario s county agencies, utility Q 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 companies and VDOT prior to initiat_on of work. PROPOSED GAS LINE G %► to VDOT standard SB-1. V7. Contractor shall notify toe local VDOT Residency Office when. work is to begin of cease for any c� Q 12. Construction debris shall be containerized In accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be undetermined length of time. VDOT w.:l also require 48 hours notice for any inspection. PROPERTY LINE _ _ _ _ ___ _ _ _--- provided at the construction site V8. The Contractor will be responsible fcr maintaining FLOW LINE -- - - - - - - SHEET INDEX Z - Z W Q 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 adequate access to the project frog the adjacent public roadway through censtructiorand maintenance of FENCELINE --x -. J , Q}- _J^LL _ _ - - - contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a construction entrance :r, accordance with the Q a clean, mud and dust free condition at all times. �iriia Frosorn 6 Sedi t --,.Crrarc: ha:,dl."4_Se: � o2 Furthermore, access to other properties affected by EXISTING UTILITY POLE E} 17 > 0 Q AA �1LJ` O 14. * Notification shall be given to the appropriate utility Company prior to construction of water and/or sanitary sewer lines. Information should this project shall be aa.ntained through construction PROPOSED UTILITY POLE i Ur z v tW� W L1J also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. V5. contractor s:-'all ensure anequate dra.r.age is achieved and main ta:r.ed on the site during ono at the end of _ _-_ EXISTING WATERLINE W/ TEE ,T. - f- 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of conscruccior. PROPOSED WATERLINE W/ TEE W - +I+- G o �/ E tZ �i l-1 E E T I o F �- I- � Q Z lL 0V� Frederick County and/or the Frederick County Sanitation Authority. sewer lines w:- ..-. existing or proposed vio- A:: water and sew := -:n OT right of wayare to r.a•imum 36; EXISTING FIRE HYDRANT S % I-T E PLAN o F N cover and. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the when possible, to be ins:a::e: :nder roadway drainage facilities. PROPOSED FIRE HYDRANT ]04 ILS IzoF(L-E`i 3 OF 4 �� (7F_TAAND P 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. vil . A=.y unusual subsurface ccnc.-__ _%s encour.-ered dur-ing tr.e course of constructicn s-.__. be immediately EXISTING WATER VALVE-�lll---E) LA N Dr-!C A P I H G AND E f a9( Ot4 �n 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 trough[ to the attention. cf :-- engineer and VDOT da sshall cease in that b: .ty untie a-. adequate esign can be determined by :_- engineer and approved PROPOSED WATER VALVE - • W ANDriF_PI mEN7 GoNTP-oL- PLA N -t of 4 U` 18. or contiguous to the existing right-of-way. When is within easements of utilities, letters of from all involved companies must be to Frederick ty VDOT. V12 A:'_ undercut areas and 1*sir:. -.,[oriel sr.- be by V _- inspector to PROPOSED WATER METER EXISTING REDUCER ---�1�-�- - - `- 0 W grading proposed permission provided inspected and approved prior - County Department of Public Works prior to issuance of grading and/or site development permits. placement of fill. PROPOSED REDUCER W U) _ Q V13. All roadway fill, base, suts_ _ate materiel_ and 0(0 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 tackfill of utility/storm sere_ trenches sr.all be compacted in 6• lifts to 95% __ theoretica_ maximum STOP SIGN T i U p prior to construction. density as deterFc h mined by A-:": T-99 Met_ A, within or minus 2% of optir-in r_-sture for the full HANDICAP RAMP (CC-12) W - - -- - ---- 20. These plans identify the location of all known ravesites. Gravesites shown on this Ian will be protected in accordance with state law. In the P y g P P F:us width of any dedicated suet_ right -of -was . At the direction of VDOT Inspector ctnsity tests performed by DENOTES LOCATION OF STD VDOT PROJECT INFORMATION � event gravesites are discovered during construction, the owner and engineer must be notified immediately. a qualified independent agar.:; -shall be conducted as required in the VDOT Road an: "_ -:;dye Spe=.fications CG-12 ANDIOR JURISDICTIONAL R STANDARD AI�P CONSTRUCTION A copy of all teats shalt be s_Dmitted t� VDOT prior to final VDOT approval. PARKING INDICATOR 12 PARCEL IDENTIFICATION NO. ��{-- A - low W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of STREET ADDRESS: 98o M I I. L Wc�D P( K E an discrepancies between actual field conditions and the approved Ian. y p PP P v1a. Standard CD aria under -rains shah: De instalied INDICATES THE NUMBER OF TYPICAL PARKING SPACES W INGHESTEf2- �/A. ZZ6oZ r d � "A" es tr :ere indicated on these p_a-.: and further where w:,er : determined necessary by Nr,,,7 nSpector. TEST PIT LOCATION � , TOTAL AREA: O7 AGF2 E 3 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard proctor AASHTO-T99, ASTM-D698, or . VTM-1 as apllicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. V15. "ne installation of any e:.tr--es and ma_:boxes within any dedicated street riuht :: way shall reset VDOT rinimum design standards a:.z -s the developer's responsibility. HANDICAP PARKING H C / PROJECT AREA: IS -P05 oi6Z. FT DISTURBED AREALIS, �S 5 SGZ • FT. Z W r r CURRENT ZONING: t3- � 23. P g y proposed g g / ) Contractors shall notifyoperators who maintain underground utility lines in the area of ro osed excavating or blasting at least two 2 workingcf V16. :f required by the local VC•:- residency Crf:ce, copies all invoices for materials within any dedicated CURRENT USE; VACANT PROPOSED ZONING: 13- Q (� N days, but not more tan ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the street right - of - way must be zr:;vided to the VDOT VEHICLES PER DAY COUNT 100 operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Inspector prior to acceptance of work. Grit and coca: prices may be obscured. PROPOSED BUILDING ENTRANCE PROPOSED USE: FZE 5TA U RA NT �iIG, GoDE 5a Water/Sewer: Glt of WinGl�eyter (540) 66_7- IBIS Y V17, prior to acceptance by V:_:': _: any streets. any required street si na a anc : pavement c,a-kin s must q' g g = p g - SETBACKS: FRONT: soy Phone: Bell Atlantic (301) 954-6282 MISS UTILITY 1-800-257-7777 tie installed by the deve.of�,: c: , at VDC7 a discretion, by VDOT on an -- . a_-=_nt receiva:e basis EXISTING STREET LIGHT SIDE: a OI REAR: Power: Allegheny Power 1-800-654-3317 PROPOSED STREET LIGHT .- h.fAx, BDG L• HEIGHT'• 35' Gas: Shenandoah Gas Co. (540) 869-1111 PROPOSED STREET NAME SIGN �- ENVIRONMENTAL FEATURES PROPOSED SANITARY LATERAL CLEANOUT EXISTING PROPOSED PERCENT a Q SANITARY MANHOLE INDENTIFIER 12 FEATURE ACREAGE DISTURBED ACREAGE DISTURBED �? FLOODPLAINS D STORM DRAIN STRUCTURE IDENTIFIER 18 LAKES & PONDS O WETLANDS >1 AC O 9 Glty of W In�he�fer - PubII� u+I l e IGS SINKHOLES o IS f`lor>Ll� Ca(wterovi-7ree{ EASEMENT LINE NATURAL S.W. Wln-,_�-kesfer Vi. ZZ&ol CENTERLINE DETENTION AREAS D w L - STEEP SLOPES Q : LIMITS OF CLEARING AND GRADING >15% D be I ( A + I ,�-i ki + I,G u F_ H I G � E -TF2- I F PA TA from ci ��f 2 0 � � EXISTING SPOT ELEVATION 12.0 WOODLANDS O C� Po PROPOSED SPOT ELEVATION + 125 O I*vo --, KA �alti✓horc, Md zlz�7 F.A.R. CALCULATIONS PARKING CALCULATIONS I T E 44k ED EXISTING TREE DRIP LINE E IZ E D= � 0 Alleghevl�/ fovver HIGH 7U1zNoYEFz RES A F-ANT �433Z) EXISTING TREE 15" OAK iZ GZ U I 1.0 Uri E : Pz EGZ D. PPILO�. PROVIDED = 165CD 15985 = O. to NT � n vU � � AVERAGE VEHIG(_E 712-IP ENDS \15. l000 S• F. GF'-o55 FZESTA(_.I IZA Po. fox 14Sb ; G p oaf F Lam- FzE A = l G S� A OAK ' LANC79GAPE /OPEN e7PAGE 7AB. C I PER Iek-51 FT. O O Ha9cr�fown Md . 7-I �� I A 7 R oFz `/ P D = Zoo . 8 PER- l o0o PROPOSED TREE P-Ea LA I F- E D I VPD = 1. 6S� (Zoo. S) GF ssa � PR-oVIDED = Z-}-78/ 15-,>85 = IS. 5�1a cam- AFz-F- A � �=. c�henavldoc11i1 Gc1 VPD = 333 HANDI-GAPPED I s f e r, Vcl . Z Z (� o �f- Q - --- ----- --- - CO VER SHEET Q _- - -- ------------------------- - WA FFL-E H 0 Q E FAFKItiI G riYMF3oL ARK D. SMIITH - -------- ---- ----- v NO. Project Name: Project Number: # NUMBE►Z OF SPACE FOFz INDIVIp(1AL BAN' 002009 WA FFt-F- He2US E IZESTA U IZA NT TOTAL AccuMUl-AT15D PAFz-KING GoLaN T 0"�'�% ��'�" -------- --- -- ------- Magisterial District: --------------------- ---_ - - -- Date of Plan: (Month, Day, Year) Foss �G� TONAL E SHAWNEE DISTPZIGT - FIZEDEIZIGK C0U147 VIRGIN IA JANUAFL-i 13, I-21:�>-7 WAFFLE HOUSE 5 I G N A I u K-L l-oG K PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code & Telephone No. DATE: JAN. 13 1] DELGo DEVEI-of'NiEN7 Go. OF VWINGHESTEF- I7o F,>I- PLAZA WINGHESTER, VA. ZZ6oZ THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND �Developer: (S9-o) (o(a, z - i�>770 ORDINANCES. ANY DEVIATION OR CHANGEg P P Address, Includin Zi Code & Tele hone No.SIGNATURE SCALE: AS NoT� D DATE IN THESE PLANS SHALL BE APPROVED BY No12TH LAKE FOODS I NG. 1 341 -7 Woo(? 51z1 A Fz R I DG E M I DLVTH I A N , VA . Z 3 11 Z DESIGNED BY: Mp�i THE Zol•11N6 ADMltillsllzAToR (80-) 7-+,+ - %609- ----- --- - ---- I'W� To GoNsTf�-IGTIoN . PRINT TITLE Engineer Certifying Plan: Address, Including Zip Code do Telephone No. JOB NO. GIFEENVVAI( ENGItilEEV-ING I51 WINDY HILL. LANE WINCH ES-TI-FZ 1\/A. ZzboZ SHEET �- OF41 LIMITED AGGESS IzIW \ 1 Z / g t -- P i24;P. GG- 6o I2 F IZONT I2o"'(,4L rIKE. - t.!•S. tzauTE 5Z Z (VA12IAE3LE W(P-TH FZIW 3S M.P. H. Po5TED SPEED L►MIT N26048'46" E — 37.88' �J G. o. SA 1.1. ITT E FLA L INV.(! MAIN = 71 s. 410 Ptze'P. 3/.,t if WATe F2- M E TF Fz- 1IZ„ GoPPER- SEP-V►GE Q z Q D- G.o. C) GAN WASH GF�EASE W1 Hv•T f GoLD WATEFZ- Z TP-AP DRAIN P111M61NG Tn ° lN�i1DE of �UILrDING Q bj m Q Q �-- Lb z� z �J - Q 4 FRoP U N DEP��ROUNP z W E L E1-1 Tt2-I G � Q w � < Lb >L N GONG . 51 DE- WA LK EX 1STING EWTP-ANGE Tp pEL.Go Ex . GUp�.5 J N � � I V -W- A � � W V C Z Q J � d Z WLij v � Q Z W Z7. z - / 7-(. LW I � I • w n n �0 7z7 z'�' _ Z7 uj W�F W p Z -TR Q 1 P DA T A p I -9F 4 wm j tz PAN �_ "• fl K_ lu o ,777 I( Z Q W E W- N I Lo �J 7z7 14 00 lu ZS, 2a- : 7-7 z i Z Q � 4Q� Q z C`E� `�> J J SHEET Z. OF `f- 0 O a I e C4 .r 8 L. f- a- O I M FINISH GRADE U .O s CV o I to II �I II II II II � II II II �� 0 o O O C:) 3- 'CLR. 2'- 0' AUGHT POLE BY UNITED LIGHTING STANDARDS, INC. CATALOG # RPSQ-25-4-11 3/4" BASE PLATE 1 1 /2' NON -SHRINK, NON-METALIC GROUT ,- 4-3/4"0 x 2'-2" W/4- HOOKS, ASTM A572, GALVANIZED ON THREADED END, DOUBLE NUTS FOR ADJUSTING LEVELNESS. COORDINATE LOCATIONS W/ LIGHT POLE BASE �II M /-6 j6 VERTS. ROUND COLUMN 24'0 CONCRETE PEDESTAL 392 LIGHT BASE DETAIL 2.3 SCALE: 3/4" = 1'-a" Z" SM-ZA 6 IT GONG . Z" I31-1-z 617. GoNG. ZI-F3 f3A4E :�7ToN E PAVEMENT p6-TAIL Z" (iM-ZA SIT. GoNc- m GF-E-T E (o" z1-13 P5AsE �iTpNE GvNC-i2ETE PETAI L (WITH Z " ASPH. GAP) N.T.S. ) FLOW PREMANUFAC-UREO EE OR WYE STA N PA F2-� SANITARY SEWER SA N ITA t2. MAIN LATE IZA L Goal N EG TI o� PETA I L- 90' UNLESS v 7 HERWI.S. SHOWN ON MIN. 5EWER SERVICE CC;NNECTION PER SP_CiFICATICHS S7ANOARO GRANULAR 5EOOING 7HRCUGF4CUT CLEAN OUT PROPOSED SERVICE Lr:TEri.+� RIGID FERNCO :,JUPLING EXISTING SERVICE LATEI-AL .4F-w festure's ef"ple.oast aluminum, heavy-duty housing and door frame --secured with captive retaining scrows--UL listed for wet locations Atohmoctural dark bronco polysetor powder coat finish for maximum protection from the olomenu Lens Is positively sealed Into door, to keep out external contaminants Cho4ae of distributions available In cutoff and shallow beam designs for applications requiring exceptional boom control Positively positioned and retained extrudod close call silicone rubber gasket Moat- and impact -resistant tampered glass lens Ballast and othor electrical components mounted on a removable swing -out avy Choice of yoke, trunnion or allpfitter for 2%, O.D. tenon Yoke detall and dimensions Photometrics aF•t Catalog Number HPEF376-400-11iT 4W-wan HPS 50,000-Lumat Clear LWO aF-2 catalog Numbee MHaP370-400-MT 400-Wart Metal Halide 36.000-Lumen Clear Lamp Type -"K"- MHEF- S76-400-MT LL rootundie Table s Mounting Height A a c 0 4 20' 4.50 210 110 050 On 25' ZM 1.40 0.70 0.30 0.14 a 311 7-00 100 0.50 0.20 0.10 2 25' 150 070 040 0.15 0.07 40' :0 050 030 0.11 006 0 i � a e 4 3 t 1 a 1 e i 4 e Footcandle Table e e Mounting Height A a C O 4 :0' J 50 210 110 0.50 0.23 25' Z90 1.40 0.70 0.30 0-14 30' 2M 100 0.50 0,20 010 t 35' 1,50 0.70 0.40 0.15 am 40' 1.10 0.60 0.30 0.11 006 I I - I I I e 4 a r 1 e 1 a i 4 e VAR . 11: PF-PR k EX. PAVEMENT PER VD©T Z.oS �o �► Ppo-1. 34-ro50- 034 - low - I o l I'Iz"SM-zA ------ II17- '75 5 I " :&&--7 �" B►`�I- Z - - - - - - g 3 -f Y pA VAE N(FE N T VE-MENT Io NI DE -TA l L N A N . T. s. OI 0 0 � COutACTj SACXF1LL : ELECTED "TERIAL P R E M♦ P4UF A CTLJ A L.D TEL Oft WYl: `r1n. 3.0' Ilk SPNIhQ LINE CUH8 • 'j r GUT STACX-- s*- � r- U W 5TA N PA F- D 5A N I TA r -- `( LATE F2-A L- W EGTIoN bETAIL_ C1.Z "A -3 37ACX r1 INVERT OF HoLISE CoKx. TO Of AT CROWN CF SEWER. 14'-0" A 9' �CL A ------------ v------J NDTL SET IN 1 CU. YD. OF CONC. 1 nU TOP COURSE, TROWEL ON, Ik WASH 2 CONC. BLOCK TO BE PAINTED TID WATCH SECTION A -A FACE OF BUILDING 3 STEEL PIPE TO BE 6- DIA 9'-6- PNNTED YELLOW. 4 CONC SLAB TO BE 6- R£1NFORCLP 6•)(6' 10/10 W W W FNC:IOSM DUMPSTER PAD DETAIL NJ.& DETAIL 5 A A 6- X 6- X 1/8- WIRE MESH ZZD WIRE MESH SECTION A -A PLAN DUMPSTER PAD DETAIL N.T.S. PLAN PAA 1ENT -, RF1NFrf;1FT1 Pf?FI-n cT bm CK INLET 4"- 4"'fdt. 9TL-_ 'TLJ BIN% ALL GoBCH E C-7 =AFtD_TEHTNXrrr Tel BE SHOP WEL Pt:P WITH TLJITE19_-]5E14IHD WELD P4:71HT5r 111xC�" ICOLIGH SAWN GEDAIC PLAN K5 S"X 4TEtE -� - -- PL-ATES TO ICEGEIV E i ^r 00 cal " I G x (� G E PA a /G sTS Ijj fI WITH SI MPSON Go II PI/(.G ,�rTL. GoLUMN G rA D E I I I I I I ICUTutpyTE;'Z GATE PET �NoT To 54A LE� r LIGH-Tl NG NOTE: ALL oLUTPoolz LIGHTING '5HALL_ E3E h(ooDt� P -10 DEFL-CGT CLAP-E A WA`{ FP-oM ALL A PJoIN ING PROPERTIES AND PIUi3LLIG STR-SETS. Typical Motor Setting consist of: " 5/8' X 3/4• meters supplied by the City of Winchester • Yoke Inlet Volvo - Ford model BA91 • Yoko Outlet Volvo - Ford model HHCA94-323TD • Yoke Ban - Ford Y502 • Corporation Stop - Ford 3/4` model F81000 Motor Box Cover - X32 with standard pentagon nut • Motor Box - 18' X 30" high density polyothoons Wolof Main �i- Iron pipe plug 11, Copper valor tubing 4 Copper lealsr tubing - Cooper pipe Gullet Corporation Cock ostembty Typical Residential Water Service 5/8"X3/4- t Top of meter shad be 24" below top of meter frame and Gd. 1. ■' Moist V*Wf r. 1� �i C.P. a F1P.T. Connector Assembly o 0 5E W ER- PPOF I L-E O -e--A LE' I N �j I S 73S- J r r H v r J 30 _Q - I +lo= D I --7 7z5 INV.=-7ZS.IS mINV =-7zP;.Zs t N +Zo = r D.I. 3g L= 4- --3 -3 p 7Z5 SECTION GREASE TRAP DETAIL SCALE+ NONE 11I T6 3"x GATE To5T �n - ISAIE LATCH s I'SIE-ACKST5 s I ' I I I ' I Ail_ I I FIRE HYCRANT-�i i M erll�t R1N G WvER 24- 0 NMSA1'f it R-113 A5 HEAVY CUTY M. t't COVER AND FRA IE RE11OVAAeLF Pw c PVC TEE 1) All fire hydrants shall be traffic mopels. 2) Restrains can either tie all Iflread rods (stainless steeo or Meg -a -lug flange. 3) Lead valve shall be restralnud to the main line. 4) 4 1 /2 ' steamer nozzle tacin., roadway. FIi2E H`(bI2ANT IN�TaLrL_A-TIoN - DETII- GROUMC a a O' �cJVERAL�/E i3CX n Ir-1;il � to 411 FIR_ h7CRAN7 1J1 -;:NCRET= I� �NPavE. ii•EAS C.1 CU YD. -4-7 S70F#E i 01.P - µ � � 0 l.P 1,411, OWL (a I p 4 o• �:. E VALY E CONC. THRUST BLACK .- PE nYCRANT (2C�j.FT. ON, 1 Vic_ � Z 3 co N Il LI) it G U P-15 I IJ L ET @ r I` ' 730 l,ov�l G {2- C- H 7 r:Z-A N G E a _�j I- 7 3� k 70 SHELL GAS sTATIoN Q LI1H W No oTHEIZ CUR$ GRATE J I N LET5 FoC A N D U I'sTl2-EA M v THhoUGH WAFFLE Ho(-lSC APPPox z of EX. Ve(Z 72- 715 " W - Z J _ '� _ cA '� p N r 7 t S g� STv?9M e7-EVWE P�-oF=I LE N ;l L! > Z r EGA L E I " = So' NoRZ.) r Z z + Z I " ' S VE f� T.) � -t- I - - c� I z II W cv U-) 00 Z cD Z N W C: o (0 In J� I �N Q In W C a) 0 `t U aIn y X � (n ° a+ o J. V N S - > tT C _0 w v) Q Z_ Z Z Q J lL j O_ �o Z 0 >� W LL.I 1- C) F✓ i- Cl� LD t` In J Q' Q 1� N I 1 3 TZ l'- 2 co �ZW �N 0 Z �Z 003 QUO Q i o Unn � a L� a � DO � O 0 Q DATE: JAN, 13, 11'�,D7 SCALE: AS NOTED DESIGNED BY: Mb�� JOB NO. 5647 - SHEET 3 OF 9- F L-AWPSe--APNG e,-AL,,,,-UL-AT(4::,Nc7- P--E-: Q' r_> - -x- p P-C> V. PE91MC7EP- L-Af-l175C-APfWG I'75HAPF- TF2-EE PEt-l- 40 FT. If> 1N7F-P-IC>Fz- LANDSCAPING To TA L- 0 PROP- Fl-F-P MAPLE -I+ -TC>TA A.P. PP-cF AF2-1,:��T0642-AT TCIT A L- PEAR + G. M . FROP C-P-6 PE M 76TA `205 = DEt-Ae:27E<5 API -EA To E5E <5,oPPF-S L L LS26*48'46!'w 171.91' -1t,4mc;,tA cV-- " T7L-e 1-EA F- a' HEIGHT AT 71 ME of P L-A N-rl t4C, CA W VVAJ H F-aA-7 E W1 H,17 f- --aL-P V,/ATF-t:z GoNG. SIDE WA W- TFz-A P PtLkJM0(N& T- 1:51F 0-� - I ')I- V\ UJ F-vepc--,pLez-M HErx2,E Pf-t4,5-TE5 INLET PP--c>TE-,-,Tje-,N r--Xfr-TlN& EHTP--AN,5�L- ® DENOTES 5;f SILT Fe-: N cE76 E J`� F- T Pz- I ef- L A Z 'Z F FZ 0 14 T IZ 0 *(A L I Ll 47". Mto LJ T E 57 Z Z (VAglAt3L-E WIDTH fz(\N 3G M - Fl. H Fo -5 TE P --r7PEEP L-IMIT t LIMITED A6GE`75 P-1 v\J G.M.G.M. TH 1-1115 GiHE�-f I- To. ME c.ISEl> FOt2 ;Z. m . N26*48'46" E LA. Kascra Pl. 37.880 101 Fz- M - f4d AND SED -Z. C6. D Y - "I" I I I I "I - + + F E3 EF ►- lt- Z� \ / EA 1; T e P- f4 I- cl P- N F- F- cl f t4 A CG �� SIGMA L VAULT F-L--F-V -7Z7. 06 Vp FL47 P. LIGHT fzP 6 9-0 Z9. 7 P za, Tfz I e-- '5; E JZ V I C- E< A-F' + E I�oS��N L-Lj C14 U) L.Lj 0 Do O N Ln L-Lj (0 N> co 0 L.Lj ck o X < Q 0 c w V) : Q i � Q Loom I I N Lu rp z LA- LL) < > 0 -J. L W < IL l U EL 3FILLAWP GF-AP�5 0DosITi \1 E V\ Z ju PP-AlNA&c-: T© 0 2 IN L-ET -z 0 u i i I f 7-4 A,, -z w k 0) - -:�;,(CvW E5A,5;F- ANP K L4 WAT T I 16, H T Fj-XTU P-E C3 Ul V) CL V 2A A r-Fzt2 / A T r r V PA 6 f-� bL LLJ `FIRE Hi`PP-A t,� 7 VA <10 / MAX HT *-= 3- 4 MAX d5� - F. -5 F -z-n. L) A t7 O 7. I Q I Z-7 9 k, ..PR P- HI H PT 0 iNc-4- cAUPEK L-12A b4 h4 cz A' 0 Nj O ~ fM � 4 I V'\ 7Z7, IA � Z) I c\j > 0N0 z LU Y 6 -=— q Ir Z a Gj F�2- F H -Z C�� to '5A W I-A7 E P-,A L- INV.Cv MAIN LD '4� (CAMPS -7 Z 7. Z'-') A 715. 40 P'ge,,P. rA-( Z F, ple", A 0 3/,t 11 ft4-l- yIGN '-l' + WATeF2- PA� C:)• Pja0p. H.c. FLAMP + 11 tu -7 M 6 TF- P- r\ PROP Z- -17 t; a; Will b 1427.345.75' Pl I/z-" o T kAE-H, tll6rH-t rlx-TURE- + 6.92V z Nc 7 -A 4.2 5' i�, 1 WAFFLE He-, '7-a F2- TA U Pr -A NT - 1KC F. -7 73 + 1. 1; 0 1 + o 1212.5- 6,V-0-79 F /A Fw-e A -ZZ- LEFT HANPeP 'I-7TATl-*'-N P-5L-PG- 4-1.Zvi, + PHA w L-16rwr fRl::�>41;�,F 1:-:x H 15 -T- -1 A'7r: 13LPG. HGT- = I S FT �Z•o0SEizVIGE L- IG H -T I H6 NPT E e7H E f� T -3 C>F -I- 0 0 7-� QR' 179 Ar L X —41 :z N IL + H5-rfLUe,-T(,oN EN7P-A N Zj - `° ,� V C GU"T F2 FAW UEi qe4 12 61 u r-,;, Za (0 To' K04 A 77 04 K :z I -7- -r 'H FIL - Z7. 14, LL) pq 4 WA -A e- K LU T-ul o ci ID u N C> .7z7 1-4- a 19 0 LL, uj ial� zo LO u rL < RfL, E.P. Lb It-ptl 2 0 :z .DATE: JAW. 13,1�')-7 SCALE: 1" - 10' DESIGNED BY: MDol: JOB k,40- 5,647 SHEET OF I- LIMITED AGGE55 F-FZONT 90-'(Al, PlIKF, - u.S. W—ouTE 5Z Z (VA 91AE5LE WIDTH 12(W ( 3G M.P. H PoSTED SPEED LIMIT SA N . LA-f E: FLA L INV.CMAIN = 716. �(o WATE FR- METF Fz GOPPEFz- o aW1aV, z Q � I Lb -Z Q Z W Z Lb � N ��r1G N26'48'46" E — 37.88' o- Z�. ° t Z�. WHEEL 7Z7 4y• • SToP 6 IArYt P CT'iP•� ��rofW A o ^ An. n o dD HI H PT . �ZJ> 05 H .6. �. A °A CAMP ,v r G.O. + A D Y1 0 -TRANci IT( oN 7z7. z� Q c PhoP. m o "VA W 6 j1IzvP- FA oN E n � M ACGE�I E>I-E 'O Z a p, -� � + Z�. Pit V� F�.q MP +. silGf! , Zoe Z S. - �Qi 4 M ALb °� °.o. PP,oPH.G.FZA fi A o a+ W a Q e d UGE z _ t a 1; Z7. — J W r ® Gam. f'I�P Z''GoND ITaFoiz PH"ot�E.iE4�VIGCt3i.•o. PROP: 5'"S W Z� r}'FoP. GG -iol Pt��... 3 l._ 4 , o + u- w 5.3 27.33' °,. o Za• _ Z8.cTE T�AF�I TRIP DATA I/ ." ;. N 6LL11-b114(� 45.75' -f-(EFzS 1' LD I. `t (Z) 4aoW. BHT. I of �{- MEGH. H.G. RAMP 333 6.92' Z z Q �, N fo 4 5 - 4.25 Ga, !'t2opo�iED WAFFLE HodSE FzESTAUIOANT F F. _ -731. So ,+' _ � Et4P GUTT tz 12 25' N USE HEAD Iz GUl�C� Q N 6Fzo5S FL�iZ ACZEA = I, (05"� 3 ZQj (O To MATGI-f E . w Z <io /zZ LEFT HANDED STATION F3t_D,G. 82.33' _ _ fRoo F �X H A 1- � t ��� � ,� 7z�. 14, + �4HA5E`f� W LIGr�T FIx-rules _ 3' j�RoP. GG (o ,✓ W W ------ [3LDG. HGT. I FT. rn -- w- �_ 13u11-biN � , • Z � � Z08 S 1- R V l G E � l-� l "( � a -- -- - " Z (SEE LIGHTING NoTE,�iHEET 30F`t- �I p�e�(� IM.T�j pF O � O O . G 7Z7.14 S26'48'46"W — 171.91F—AIN D z - -- ---- -- — 2 f tt'' 11 GA N W Ay H a I, -- - -- -- -- — - - -Ti E To W GI2-EASE W HoT GOLD wATE►2 -TG. = z8. ZQ- . Z`%. �� Q TF-AP GONG. �iIDEWALK DRAt N Ply.-i M C31 N G Tn - _ - - IN�iIDE ofGURE3 E.P = Za, 1v Z Q .J E X T I N G E N T F- A N G L-- (o D E L G o 12oP UN��P-G�R�UNP � � iL � d PLAzq 0 0 — o /E>C� Ex. �UP-5 J IO I JOB NO. 5647 SHEET Z OF O i M LIGHT POLE BY UNITED LIGHTING STANDARDS, INC. o CATALOG N RPSO-25-4-11 3/4' BASE PLATE ,1 08 1 i /2' NON -SHRINK, NON-mETALIC OROCUT n M; 4-3/4"0 x 2'-2' W/4" HOOKS, ASTM A572, GALVANIZED ON THREADED END, DOUBLE NUTS FOR ADJUSTING LEVELNESS. COORDINATE LOCATIONS W/ UGHT POLE BASE 6J6 VERTS. ROUND COLUMN �- 24'0 CONCRETE PEDESTAL r3q2 SIGHT BASE DETAIL �_3 SCALE: 3/4' = V-0" Z-" SM- ZA 13 IT GoNC . Z 13M - Z 617 GONG . ZI-F3 I3A -E �iToN E PAVEMENT I7ETRIL- N T �. z'I Ci M - Z A 017. GONG lo' GoNGRE-T E lo" zl-P� t3AriE ciToNE GhNG12ET6 12ETAIL WITH Z" ASPN. GAP C N T. S \ / y6KZ STA N PA R-C--> $ :NIT;.RY SEWER 5A N I -TA W-� WAIN LAVE W-A L_ FLOw EGTIoH PETA I L_ PREMANUFAC7URED y 90' UNLESS Z:THERWIS. Ec OR WYE' S>yowN ON P'_A.sS SEWER SERVICE CONNECTION S7ANDARC GRANULAR PER S?ECIFICATICHS 5E3CING 7HRCUGHCUT y L :LEAN OUT �o a _z ---i�RGPGSEO SERV►CE �.;TEnHL ~ � r t In a" =-- RIGID FERNCO COJPLING EXISTING SERVICE-ATERAL F" 010-0901 aluminum, neavy-attcy nouslnq and door frames -secured wHh captive retaining screws--Ul listed for wet locations Arohttalawral dark bra- polyester Powder coat Anish for maximum protection tram the slomerrts Lens Is positively sealed Into door to keep out external cantaminarrto Choloe of distributions available in cutoff and shallow beam design@ for applications requiring excoptionai beam control Positively positioned and retained extruded close toll silicone rubber gasket Host- and impact -resistant tampered glass Ions Ballast and other oi@ctrical components mounted an a removable swing -out trey Choice of yoke, trunnion or sllpfttter for ZX• O.D. tenon Yoke detall and dimensions it' ,ter 'Y Photometrics V-/ Catalog Number HPKF376-400-MT 400-W4(I HPS 50.000-Lumen Clear lamp V•Z Catalog Numbo t MNaft-s76-400-MT 400.Wett Metal Haltdo 36.000-Lumen Clear Lama / • 3 a 1 O 1 3 3 Type -"K"- MHEF- S76-400-MT LL s Footcandlo Table e Mounting Height A B C 0 a • 20' 4.50 2.20 110 0 50 an 25' 230 140 070 0.30 0.14 30' Z00 100 0.50 020 0.10 : 35' 1.50 0.70 040 Ot5 00) 40' • '0 060 020 0.11 0.06 e Footcandle Table e Mounting Height A B c a a • 20' 150 2.20 1.10 050 0.23 25' ZM 140 0.70 0.30 014 30' 2-00 1.00 0.50 0-20 1110 x 35 150 0.70 0.40 0.15 a07 40' 1.10 0.60 030 Oil 005 p e 4 3 3 1 O 1 3 3 • e VAR . I1. FFIC k EX. PAVEMENT PIER- VDoT P PoJ . 34 - G�Sa - e2 34 - tom - l o t I� II/z"SM-zA Z-11 ------ Z(AVAEMENT SEGTIoNIPDE-TAIL- ND 1-4. T. s. OI 0 0 co114rACTj AACXflti SELECTED W►TDtIAL PRILMANUFACTIUR" TEE OR VYE r IN Q X iA / )a 0 a: v W r o ~ 0 ° LRE1ANur�C'URED TEL CA WYE 0 I\ ^ ,').\r•7 4 4 �i%%may//•C� SPHINu LINE 43 ' n CURB LAA OUT � � STACXA W oe 57A N PA Imo- D SA N (TA Imo-`( LATE Fz-A L_ ,GoN N EGT1 4 Cb E TA I L_ ,.LE-✓4 JUT STACK �N 1� INVERT OF HOusE CORN. TO 6FL AT CROWN cr SEWER. 9' - 4" 8„ .10 -0' 14'-0" A 1'- • ------ i I 3'-8' n n Ll U I ! LONG PAD • 8„ A 2'_..7„ 4 -0„ 2•-7" `22'_10" -1 0" 6 ASPHALT 3' -- 0' - - - - - - - - - - CONCRETE UNDER ASPHALT - J N07L SET IN i CU. YD. Of GONC, 1, FILL TOP COURSE. TROMEL ON, Ik WASH Z CONC, BLOCK TID BE PAINTED TO MATDI SECTION A -A FACE OF eUiLDtNC 3 'STEEL PIPE TO BE 6' DI A. W - 6' PAINTED YELLOW 4 CONC. SLAB TO BE 6" RE)NFORCCD l lt6' 10/10 w w u FNCIORED DUMPSTER PAD DETAIL N.T.S. DETAIL 5 A - A 6- X 6- X 1/6' MARE MESH MIRE MESH SECTION A -A PLAN DUMPSTER PAD DETAIL N.T.S. to f1A/Vt70LL R3NG L7 4r0 covtR Z Z N � N I 00 I W C) CD N In L N L - - - - -- _ -- - -_-_ - - I --;;x-�+' Co - -- --_.� C O -t O X PLAN �� 24"0 NW4A't'f M R_ 18y, PAVQ•'lINT R5NFIDRED PRECAST A5 I VY DUTY I'1.ft to to ci `o CON CRt-T TOP C01� AND FRA 1E c a>i W 0u u a 1 �u IOVAU1 I W G I I I 1---9 IEl I I( I 1 I�LLJ Q 0 ,tl •ii INLET 4'• l • VATEZ -� • L12- LEVLL TLE-r `-`♦ (� 24 12" P'✓C TEF Q J ?f"'tR.9TL_�7Uf3tNG ALL GotCNEft!S FIQSrF,XTRJE4 To BE 9HoP W E LSD VW 1TH?L71T)r5 6EHIRD WELD POINTS IrtKG" ILpUGH SAWN /'- Gf:.DAIC I'LANICS 80i3cB"X 114" 4TEEL / Pf-AT;;S To XEGEIV E - 1 to • NO. "T" HINGE5j Co x G G E t2A It PO s TS I II WITH SI MP%PA I f9flfr.4- CrTl. COLUMN 95AIC GCA D E I I DU L4f'�iTE tZ GATE P E T �NoT To 9GA LE� r LIGNTI NG NOTE : ALL otJTD0C)fZ- LIGHTING SHAL-L 5E HooDL P 7o, DEFI-CGT CLAP - A WA`( Ff�oM ALL A f�Jo(N ING F9oPerZ71E-2 AND PL t3L_IG S7P--EE7S. Typical Meter Setting consist of: • 5/9' X 3/4' motors supplied by the City of Winchester • Yoke Inlet Valve - Ford model BA91 • Yoke Cutlet Volvo - Ford model HHCA94-323TD • Yoke Ban - Ford Y502 • Corporation Stop - Ford 3/4' model FB)000 ' Motor Box Cover - X32 with standard pentagon nut • Motor Box - IS' X 30" high density polyethylene V iron pope plug q Copper vtoior lotting Top of meter shall be 24' below top of metwit frame and 14d. � . -- - -' ------ - Fool -or. ;r��\�1 .• Moto. motor ItaTe a Over• 5/8 hider and e.panwt ' • •,i•. I .•r, ' r connecIsan s,• Copper doter tubing I I Bros@ Angle Motor r L ----_ Vale with Copper filling 0 a• Motor Voirff SJ, Meier Yoke (car votve 'noel, Dolh ends Copps( ) I , )4- Copper v,e,tr lub'ny Firm undisturbed faith 1 h � �Z1 I 3!4_ Copper / C. P A f.IP.T. eater tubing - Connector Assembly - Bross coupling nul Varies J )lq Cooper pope oullsl wafer Main ^ I I Corporation Cock attemblf Typical Residential Water Service 5/8-X3/4" , � 2 > 5 STotz-M 9 o o SEW EF2- p(zoF (L - A O 50 0 � 73S, J H v CC It I- IL r -73- 7Z5 I =72S.Z8 tN +Zo= r D.I.-3S +z INV.=O p 7Z5. 33 0 _j o SECTION F- GRE,ASE TRAP DETAIL SCALEI NONE (II -T5 3"X 1/4" x V'04 -1� GATE PO5T - 13AIC LATCH s 6tZAcICET,9 a Lj I I I I I 1 Z AIL_ 1) All fire hydrants shall tw tralhc models. 2) Restrains can either t>u all thread rods (stainless stoeOl or Meg -a -lug flanges. 3) Lead valve shall be restrained to the main line. 4) 4 1/2' steamer nozzle lacin_, roadway. FIFE Ni(dP-ANT I N57A L_ I_ A-TI o N- P E TA I l_- 3 WAY FIRE HYCRA'NT I , E VAi-slE 8CX GROUNC APoG LJVER n Ir=��il � � - Cl1rra`� llt� FIR_ HY�Rati, :,�CRET7 nE_L -F c. N „NFfLVE: -!AL 0.5 CLl YO. -57 :70NIE Q1.P ` M.J. : 6' u:, ,'E oALYE CONC. THRUST BLOCK F'RE nYORMT l2 CU. FT. AMN. I TEE � Z 3 1l 1 0 N N 0 L GUP-13 INLET 730 LoVVL42- C-NTtzANGE l� �H 73- X,7o SHCLL GAS s-(ATfoN Q lL Ho oTHElz GUF-f�, % GF -A7C - (NLETS FoU N D U PsTi�-EA Nl _ THf�oUGH WAFFLE H6->USE APPP-ox. z'oF EX. VEC�__--� �v 7zs 7zs 7 _ - -- " tyG - g r � � a N 77 I J `--_' � N -1 I,, ` �- iy__ Z N 715 " W - _ cA p r 7(5 It g z> SToIzNf E W E P�=oF= I L_ �ll ZLE III = So' �HoP-Z.� W� r > Z N Z I' - S VE(zT ) u -1- _ 4- z Z W O � o j o o I W lam- v v 3 t>_ W rl Q co cf) CO 1 � � N o -:::a z v)► Cr Q Z o 00 C Q /1 ^o 0 Q O Q O W � � Q RB Q DATE: JAN.13 SCALE: A17 No-j ED DESIGNED BY: MD�i JOB NO. 5647 SHEET 3 OF 9- ' I -2- 3 9 F IZONT IZ0*I'O'AL PIKM - U.S. a.oLJTE 57Z Z (VARIAE�,L-E WID-TH F-(,N 3S M.P.H. 1'oSTED SPEED LIMIT ) LIMITED A SVJ G.M. G.M. Pp oP • 3' EVE FZ- 4- 8- G. M .;, zg S+¢ + N N FI I?f H i PRAN-T VA _ 66- Zg. LANDSCAPING GA L4,U L- A T(,r-1 W7 PE K.I M C--TE (�' LAtiIDSGAPING I'iHADE TP--EE PC-P- 40 FT. I o IN7F-F-IoI2- LANDSCAPING I PEF2 to SPACES S I TOTAL I3 �r i 0 PFzc>P. P-E P MAPLE 4 ToTA L- ) t j + A.P. PFzc F AFZISToG42-A-r (lo ToTA L I PEAR M I + G• I�t - (-P-OP GFz-E PE M YF-TC-E (� -ToTA L-) I SOD = DENo7E5 A P-EA To BE SoPPE- D F. V,�xwoop COMMON oR 1•--f T7L-E 3' HEIGHT AT -TIME of PLANING S 9 H FzU B 5 To TA L- , 5P,g6-EP 5' A PA 4zT" LEGEND (P DENOTES INLET Pp-o-IEGTIvN OhENo-TE 5- 51LT FENGC- *9 CAu K4� A,- 6 "rH1s C7HE�T To pw (j=SI:> Folz R•M La I�IDSCr4 P1 A MC> E 94)5 INN AMP SIEPIM I l �,i 1.3 E tit G H M A P- K ` EASTERN Gc>K-NEix-ol= GONG. �-f SfGKIA I- VA UL-T E L F V. = 7 Z 7. 06 a C �s9• c�S Z9. � LJNDERGFzoUND "'t— E I.-EG•Tfz I G Z 8. 8 � � � . l// -r .,. 30.3 Z - \ t✓ O) +z8. F� CAI • V\*10 a F. SPACE o d Q Q I_V E j I • P 0 a �/ r 4. WHEEL A •�• -q j •PROP• 4 �� �. o .Z � Y.W + J j M �_ HI H PT. ' (O o IV/ . LoAG�IN�. •, o � SAN. I-A-f E PA L-- + a •fi �d •. 2 / /C 30, ARCH \- -oG K P p o P. G e 30• ? C 7�P. p7IG,. A-( A Z bUMf,�sTER m P-7A 1.It SIGN + ZmJ. A TE Imo- • . a PA G '. _ �+ UG E POP. H . G . FLA '4p r - n I'4' t'I�P Z''G�ND TvFor2 PH'1�4E'7'ev-yI6C + 31..E PROP: 51D'S W o r 5 s .. p Z) 4ao W 13111I-blN(� 45.75' > E`i 7�RS p p I /Z COPPER � hnECI�, LIG-rH"r b.92' Q • p�zo�'o-iEP WAFFLE Hopi �i E i�-ESTA U t�-A N7 + s ZEIz d M F. F. = -731. o 12 25' N &lZ.J5-i FL�Fz- AI -EA: I, 5c!:> liQ.t=T. c I---- ---' �a /zZ LEFT HA NPE CP STATION P5LD_G. 31.i`i' <I) 4� W �IGr+rf Ftx:-Ti-tom RooF + 3PHA,E E3LDG. NGT- = Irv, F-T �7Z20'c7- F-R V I Gr (4 I -I✓ I ► � N o G.O. (SEE l-IGH7ING NOTE , c7HEE-T 3-F`i 0 0 G. P. G u G S26.48'46'W -- 171.91' - - - -- - W CAN WAJH PP-®P. I' g" GREASE W( Ho-j c GoL D WATF-'z GONG. �i1DEWALK 0 } TP-AP PFL^lI.I Pt-UME31NG Tn _ I1.154PE of bUILDING 01 N26'48'46"E Cep eN HiF x 37.88' FZ . M . a J/ ♦ pit y 0 ' L16H T PoL-E j -7Z� W iv 1 0 00 W ov �Cl LA..J U v X L� L v �( i s �/t4 o 4 L //ten� W V / ;w o ;Q o W kA I v N v A 1 A qj ! -LL- � ° f W f v 4 0 ;� o � , w J L W it I I �DLV r Q F11.-1-AND GP -APE _ W Fo1-- PP --A I NAG C- To v fl� IN L-FT j v J r Q v ►�} W, �- j� z' Z � 1 �iIGN BASE A N P Ij) �- ! 1 `� F -tco WATT LIGHT Q I U �+ 7 G FI x TU iz-E SIGN DATA MAX. HT = 35 MAX - S.F. = I50 56:2. F T• O z7. - Q' _ 0 I b N 5 O N + N 6 7 11 i 77-7. .J NIA A �!j z 0 Z) I N QZ i j 2 �. z .+ G� . hi 00 V PIz�P• <- _ J j/ P-AMP a n �' 7z7 Z0�). M W Q Lu Z7 W \� o -► A � -I- a, 3 I `T 5 F G 0 M U m V,/ p�oP 3' EtdEt t .Et�l H EG DE E x T I N C E N T I2 A N G CiJ J Q !"RoP UNt7E1�F>f�C�UNIa E L G o E LEGTra G p I-- A Z q Z o I N d z � z w N � _ za O LU E U T IL A AG �z7. I� uJ g2 w �H V- wG `ui z Wa 3 �Z�vL0cug an 9. 7Z7.I`t- -? ANp GFz•ADiN G \ �> 7 00 V� _ 5� -TE-To0-:-_X. C _� z t1 > N � O�-Z Z �IJ J GATE: JAW 13, IT'D-7 SCALE: 1" = 10' i ylo.lm° DE) 'INFO �ti': nit rj� JOB NO. 5647 - . - O SHEET 4F r{•- Ex. GVP5 r7 431 z-,'- s �— c 'e,, ( l nwILYL-6 c u, l L,,c-- a i s D GENERAL NOTES LEGEND VICINITY MAP ' z EXISTING INTERMEDIATE CONTOUR--�2� SCALE 1'�=(00_?�o� _____ W o 00 W 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and EXISTING INDEX CONTOUR 230 N 1 00 specifications and/or current VDOT standards and specifications. v N PROPOSED CONTOUR 20 w o - (0 4 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to Virginia Department of Transportation J a' issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities Staunton District EXISTING EDGE OF PAVEMENT EX. E/P j' L o N p P PP P y P 9 P Rev 7/95 PROP. E �- - Ln contained in the Virginia Siltation and Erosion Control Handbook. QJMRAL NOTlS PROPOSED EDGE OF PAVEMENT ice- V'� Q = >_ to N EXISTING CURB AND GUTTER EX. C& G N3.A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) Frederick County, VDOT General Notes oV1. All work on this project snall conform to the latestprior to construction In existing State right-of-way. editions of the Virginia Department of Transportation CG-6 J FEq�N CO W ?� au7 1vDOTl koad and Bridge Specificacior.s, and standards, PROPOSED CURB AND GUTTER O nSE EAe_ Q W U y X The Virginia Erosion and Sediment Control Regulations 40 bPY c4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. and any other state, federal of Iota: regulations J �'� `n 3appl icable In the event of cunf1ict between any or TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R 'A0 C� r 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County these standards, specifications or plane, the most v Representatives, and Re resentatives of the Virginia Department of Transportation VDOT to determine if and where guard rail and/or paved stringent shall govern. wEE v, v, MS LN. APPLE _p_ � >` P P 9 P P (VDOT) 9 / P EXISTING TELEPHONE LINE T T a) o ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined b this joint inspection." vs. All construction shall comply with the latest u s P�Lor-,9oM ,y� o T P P P 9 9 P Y 1 P Department of Labor Occupational Safety 6 Health PROPOSED TELEPHONE LINE T M A LL 4< e o Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Administration and VOSH k--:es 6 Regulations. " v �. wo 6. Ana roved set of plans and all applicable permits must be available at the construction site. Also are resentative of the develo er must be V3. When working on VDOT mar L` of Cam, a:1 traffic be in EXISTING STORM SEWER �,; EX. 15 RCP tl- ,P 4�1�.�' \,00 p� w cn PP P PP P P P P temporary, control, whether er a gear shall available at all times. accordance with the curre-.t edition. of VDOT's work PROP. 1S" RCP `� � '� � V' � �� area protection manual. Furthermore, all traffic /� P S control flaggers must be certified in accordance with PROPOSED STORM SEWER W _J DELGO P �, p 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). VDOT's January, 1994 (or latest edition of) Road 4 I­_r1 �Q p ��/ PL A Z A TE Bridge Specifications, Section 104.04-C. e S EXISTING SANITARY SEWER tY � k, (A� � i> � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V4. Design features relating tc. constructtun or to J lk F' S l� W regulation, control and safety of traffic may be PROPOSED SANITARY SEWER Wfly (- subject to change as deemed necessary by VDOT. 7 W / �� Q 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 will require revised d z o GJ I T E �v� �� o J Vs. Prior to initiation of work, Contractor shall be EXISTING ELECTRIC SERVICES Q _ %�,wdo�', lL pavement section prepared by the Greenway Engineering and approved by the owner. A responsible for acquirinc all necessary VDUT land use I (y ly �' /,", (� permits for any work or. 'DOT right of way. E i �Oyb 4 I 10. All roadside ditches at grades of more than 57 shall be paved with cement concrete to the limits indicated on the plans and as required at the PROPOSED ELECTRIC SERVICE1>L field inspection. V6. If required by the local ''DOT Residency Office, a ,�r P preconstruction conference must be arranged and held i �1 g: p EXISTING GAS UNE r 6�; Q p J b the en neer and/or develo ei with the attendance a -Q y 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 of the contractor, various County agencies, utility to VDOT standard SB-1. companies and VDOT prior to initiation of work. PROPOSED GAS LINE G V7. Contractor shall notify the local VDOT Residency r Q Office when work is to begin or cease for any /\ L 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be undetermined length of time. VDOT wi:l also require PROPERTY LINE provided at the construction site 48 hours notice for any inspection. -- --- V8. The contractor will be responsible for maintaining FLOW LINE --- --.. --- Z Z Q 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 adequate access to the project fror the adjacent SHEET INDEX �� - Q}- contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in public roadway through Construction. and maintenance gf FENCELINE - - x __- < LL a construction entrance :n accordance with tht a clean, mud and dust free condition at all times. Virginia E-as:an srdi-r:.t Cop EXISTING ha.,db. A,Sec 3.02 EXISTING UTILITY POLE Q Furthermore, access to other properties affected by V W~/ 14. *Notification shall be given to the appropriate utility Company prior to construction of water and/or sanitary sewer lines. Information should this project shall be =4.ntained through construction. PROPOSED UTILITY POLE � W V9. contractor shall ensure adequate drainage is achieved T, Z � V] also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. and maintained on the site during and at the end or EXISTING WATERLINE W/ TEE - - W 1\ ► �� - f-- COY,eLruction �� (i/1 r1� 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of PROPOSED WATERLINE W/ TEE W T (o V E R S F-(E E T I o F �-- Q N V LL Q Frederick Count and/or the Frederick Count Sanitation Authority.XISTING FIRE HYDRANT 1*� Y Y Y vlo. AlA.l water and sewer lines w-._r._-. existing or proposed 4 -I- ,,--PDT right of way are to ha': -._nimum 36• cover and, I E P L A N Z F I 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the when possible, to be insta::e: under roadway drainage facilities. PROPOSED FIRE HYDRANT I�-� bE TA I L5 AND PFZoF I LE S 3 of �f exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any V11 . Any unusual subsurface cond:: _ ins encountered during EXISTING WATER VALVE DgG - LA N A P I N G A N D E F2-OS( Ohl conflicts arising from his existing utility verification and the proposed construction. the course of construction sr_i be imediately trougilt to the attention of m rice engineer and VDOT. AND �iEDIf�fEN-f GONThoL- PLAN of T 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 is rk shall cease in that. v:c_-_ty until a-. adequate PROPOSED WATER VALVE • W design can be determined by t-.� engineer and appioveo r or contiguous to the existing right-of-way. by VDOT PROPOSED WATER METER ® Z 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick viz A:1 undercut areas and boric_ enteric) rhpri be 9 9 P P P P p inspected and approved by v.,=" Inspector Frigi to EXISTING REDUCER i1i�-�- - � � � County Department of Public Works prior to issuance of grading and/or site development permits. placement of fill. V13. A:1 roadway fill, base, suts_:-ace mater:a: and PROPOSED REDUCER - W U) 0 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 tackfill of utility/storm sew-. trenches s-.all be prior to construction. STOP SIGN i v compacted in 6" lifts to 95i -: theoretica: maximum T density as determined by AAS T-99 Method A, within ----------.-------------- Wplus or minus 2% of optirnur r._:sture for the full HANDICAP RAMP (CC-12) W width of any dedicated ctor right t svay. At the DENOTES LOCATION OF STD VDOT PROJECT INFORMATION _ 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the t::rection of VDOT inspector de-.sicy testa performed by event gravesites are discovered during construction, the owner and engineer must be notified immediately. a qualified independent ager.r-ta:shall be conducted as CC-12 ANDlOR JURISDICTIONAL required in the VDOT Road an:: :idge Spe^fications. STANDARD TAMP CONSTRUCTION A copy of all tests shall be e.nmitted tc VDOT prior 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering at 540 662-4185 immediate) of to final VDOT approval. p PARKING INDICATOR/ PARCEL IDENTIFICATION NO. &y-- A P g y Y g 9 ( ) y Al2 STREET ADDRESS: 98o M I L L WAD Pl K E any discrepancies between actual field conditions and the approved plan. via. v-•DT Standard CD and vD u:ide:t:gins shut: be installed INDICATES THE NUMBER OF TYPICAL PARKING SPACES WINGH ES Efz, A . ZZhoZ n' where indicated on these pia-.: and further where T �/ determined necessary by v> - spector. TEST PIT LOCATION TOTAL AREA: o. 37 AGF2- E 22. Controlled fills shall be compacted to 957 of maximum density as determined by method 'A„ per standard proctor AASHTO-T99, ASTM-D698, or -ne installation of any er.i:a-=es and ma::boxes within VTM-1 as apllicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement Vls. PROJECT AREA: Is,19as SQ- FT. any dedicated street right -, way shall r.eet VDOT DISTURBED A4^ W construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. r:nimum design, standards a:� _s the deve:o er's AREA: Ir7 �85, ejQ . F'T. � responsibility. HANDICAP PARKING HNC CURRENT ZONING: P3- Z F- t Y g y proposed g g / 1 g v16. If required by the local VX-7. kesidency G:! ice, copies CURRENT UK-_ VAGA NT Q � 23. Contractors shall notify operators who maintain underground utility lines in the area of ro osed excavating or blasting at least two 2 working c_ all invoices for mater:a_s within any dedicated 0 , days, but not more tan ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the street right-of-way must bt r: vided to the VDOT VEHICLES PER DAY COUNT 100 PROPOSED ZON-dNG: E5- Z - Inspector prior to acceptance of work. Unit and total PROPOSED USE: RESTAURANT operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. prices may be obscured. PROPOSED BUILDING ENTRANCE SIG, GvDE 5a V17. Prior to acceptance by VIC7 r. any streets. any , Water/Sewer: Gity of VUirlGlneyfer (540) 66�- 151 S required street signage and pavement markings must SETBACKS: FRONT: 50 be installed by the deve:ore_ or , at VDC': a EXISTING STREET LIGHT 1;E SIDE: a' Phone: Bell Atlantic (301) 954-6282 discretion, by VDOT on ar. a:-_ ac receivat:e basis. , Power: Allegheny Power 1-800-654-3317 MISS UTILITY 1-800-257-7777 PROPOSED STREET LIGHT REAR: o Gas: Shenandoah Gas Co. (540) 869-1111 MAX, 13LDG35• HEIGHT : PROPOSED STREET NAME SIGN -�- ENVIRONMENTAL FEATURES PROPOSED SANITARY LATERAL CLEANOUT - i EXISTING PROPOSED PERCENT FEATURE ACREAGE DISTURBED ACREAGE DISTURBED Q SANITARY MANHOLE INDIENTIFIER 12 FLOODPLAINS 0 � o LAKES do PONDS O GIi �f W In�he�fer - f ubll� Ufl I I �Ics STORM DRAIN STRUCTURE IDENTIFIER 18 o WETLANDS >1 AC o a Y SINKHOLES O IS Nor-tl� Ggwterovl �ifrc�{- � � EASEMENT LINE NATURAL S.W. o DETENTION AREAS O a n o e s t o r Ala . z Z (� o f CENTERLINE STEEP SLOPES Q LIMITS OF CLEARING AND GRADING >15% o Be I I A + I q v1 + I'G EXISTING SPOT ELEVATION 12.0 WOODLANDS O VEHI,G�E `TRIP C7ATA from �Vte�f Zoe mot-) I+i 610rc, KAa Z I -Z 7 PROPOSED SPOT ELEVA1ION 12 5 F.A.R. CALCULATIONS PARKING CALCULATIONS I T I- EXISTING TREE DRIP LINE HIGH TUT=-NoVEF2- re -ANT 03Z t2EQlJIRED _ I.o - �n AI " PROVIDED - 165� IS9t35 - o. to U�iE: tzEGZ'D. PP-oY. vU I e g e vt / Power~ EXISTING TREE 15 OAK Po. l ox 19 58 AVEPzAGE VEHICLE 7F2AP ENDS v5. logo S. F. G0RE13TAtU FzA NT G rai!-,P�f IF L-� A P-E A = l 6�, OAK LANDSCAPE /OPEN -iPAGE 7AE5. (IPErt I-iGz.FT.� Ha�crSfovvn Md . Z (7-1- I A TR- O'R V P D = Zoo. 8 PE l 000 PROPOSED TREE V-Ea L4 I iZ E D = I S 0/- D VPD = 1. C�S� ZpO. g) / PP42VIDED= Z-} 78 15�85 _ IS. 5'lc GF iS FL AF2-EA = I(�•(o Z�f' Anil luul � VPD 333 HANDI-GA A PEl I Q ��l�renandoah Gels Go- = O P o. I�x Z4ao O WIv�G�tes+-er-, �%cl. ZZ6o9- CO VER SHEET Q LT Lf I WAFFLE HaUsE FAF2K1tilG ME5oL � 0 ARK D. SMITH � -- --- ---------- ------ Project Name: Project Number: 4:1:' a NUMBER of SPACE FOFz- (NDIV(PLJAL BAIL " N0. 002009 WAFFLE HOUci E tRESTA U IZA NT p 003- 't!�77 -TOTAL AcGUMULATCD PAP -KING `-OUNT 0 01,(1''ll l( �� -- -- - ---- - - Sv`��.� Magisterial District: Da e of Plan: (Month, Day, Year) TONAL E� SHAWNEE DISTRICT - FIZEDEIZIGK CCUN-T-( VIRGIN IA ANUAP-'( 13, I1�)�-7 W A E F- L- E HOUSE S I G N ATU K E 3 L_nC K PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No. DELGo DEVELoPhfEN-T Go. Of: WitGHESTEF- I7o DELI PLAZA WINCH STEF2t VA. ZZ6oZ DATE: JAt4. 13, 1�'�'7 THESE PLANS ARE IN CONFORMANCE WITH CS�f-o� % & Z - (:, 7 7 8 FREDERICK COUNTY STANDARDS AND ------------ - ---- ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. SCALE: AS NeeJTE D SIGNATURE DATE IN THESE PLANS SHALL BE APPROVED BY A . Z 3 11 Z No1zTH LAKE FooDS , INC. 1341-7 WooDt3lzIAR PzIDGE M(DLaTH1AN, THE ZONING ADMINtSTP-AToR PWoil-To GoNsTt�JGTroN. - - -- C8O`f) 744- 76a`� - DESIGNED BY: MD�i PRINT TITLE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOBNO. GIZEENWAY ENGINEERING 15( WINDY HILL LANE WINGH ES-TI-F2- ,\/A. ZzioZ (' 4, 7- 4 1 8 S SHEET I OF 9