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HomeMy WebLinkAbout005-95 Virginia Square (SP) - Backfile (2)- . -d - -d I rNJ n - . - . - . - . - . A S 0 0 5 0 W S C0__NV --N-.-- NC, C_ _N_ GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform oil work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage sholl be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve ail cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base. installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Bunting of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 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 contractor's responsibility to have the meter box installed correctly. 5. The Frederick County 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. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. 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. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Adminis and VOSH Rules & Regulations. 3. 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 floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. 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. 6. 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. 7. 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. 8, The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way 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. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. 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. 11. 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 adequate design can be determined 12. Ali undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. 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. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. 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. 16, 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. 17. 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. u , MRlmnl MENICI x9re r' } - 1. f .�A• e 'G'i f \ ®h1 o ; f L• _ � j , 1. ' .-t`�' _ �; � �,�. � c' 1• - tineQ ,_ 3��7`l.YZng 'l.. ! � -. �' � ` �, � /,`_ ` � t ` ( . C' I •. �,'°.. �� ` �i.✓ J � 1 r3 .�;°r.�" ,f _ rdi To , 1� aN 95p < 94a c Radi ToNtar' -ems' ' �Dir_, 4J 'r 11 S/ o 'r 8 l o S Coun 0 { , i :,N4ifish(�h _ k r 7ri ' fj •M irby Sy 85 i�:. _',,��, '9 r r T�� u. ° � ° , • d f' �'r r ,�= m �� • • s 9'"° . , ;, c ,! t °••., n,rWm S n , r % o :. 'k 976 s tl• •59,� -� ae -�. c /Jo 0 .. Q f j 1 e °?r�,�*� yo sp 'n9 , Jr n liecr V'CCh y Map SCALE 1" = 2000' SET "TEMBIER 20, 1995 Gilbert W. Clifford & Associates, nc. Engineers - Land Planners - Surveyors 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (7Q3) 898-2115 (703) 667-2139 VIRGIl°vTIA ,anEET NDEA' 1 COVER SHEET 2 SITE GEOMETRIC PLAN 3 - SITE GRADING PLAN 4 OFF -SITE' SEXIER PLAN & PROFILE 5 - OFF -SITE SEWER PLAN & PROFILE 6 PUMP STATION PLAN 7 EROSION CONTROL & LANDSCAPE PLAN g DRAINAGE PLAN 9 STANDARD DETAILS 10 STANDARD DETAILS 11 STANDARD DETAILS EXISTING GRADE PROPOSED GRADE PROPOSED PROPERTY LINES PROPOSED EASEMENT AREA PROPOSED SAN. SEWER & MANHOLE U=- PROPOSED FORCE MAIN - F PROPOSED CURB & GUTTER PROPOSED ASPHALT AREA aF r noWED BY ZONING ADMINISTRATOR DATFE FARMERS LIVESTOCK EXCHANGE P.O. BOX 2696 WINCHESTER, VIRGINIA 22604 (540) 667-1023 ��V�LOP�R BAUSERMAN OIL COMPANY 2609 PAPERMIILL ROAD WINCHESTER, VIRGINIA 22601 (540) 662-494:4 Phi H pF ®k���® d O C C,E. MADD❑X, JR. Z o CERTIFICATE NO, � v 7091 I' Job 1� }�� umber. --..--.------- REGISTERED PROFESSIONAL ENGINEER Sheet Number- Of i 5004••-COV.dwo" - RAILROAD SPIKE IN POWER POLE #N39047 ELEV.=809.73 22.5' R 25.00' 27.08' 00' 1 1/2" SM-2A ASPHALT CONC. 6" BM-2 ASPHALT CONIC. 8" 21-B 12' 24' 12, /SAW CUT a I 50' 4.7 ­4 1- 1' REGRADE EX. MEDIAN I DITCH TO 4' BOTTOM TRAP & PROVIDE EC-2 J 15' DRAINAGE W/ GRASS COVER. 06 3 EASEMENT —I U SECTION "A -A" WEST BOUND DEC'EL LANE & MEDIAN RELOCATION PAVEMENT. o ll`j 60' 2 C 26.89' �, zz, R� �' o. SID I- S 51 QJ I 5 R R A a "U �, 60 1 1 2" SM-2A 1 1 2" SM-2A 30'" I..,-_ / 6" BM-2 / 2'." SM-2A 46.5' R q_4' 3" BM-2 8" 21-A 8" 21-A ,R f 0 M �rl 0 V l C M 0 --A M z T M GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CLASS I NEW PAVEMENT WITHIN RTE. 50 RIGHT-OF-WAY CLASS II NEW PAVEMENT WITHfN WARD AVE. RIGHT-OF-WAY TYPICAL PAVEMENT DESIGN PROJECT SUMMARY a CLASS III NEW PAVEMENT PARKING LOT & ALL OTHER PAVEMENT AREAS ZONING: RURAL AREA (RA) - NO PROFFERS N C.U.P.# 11-95 CURRENT USE: AUTO SERVICE STATION PROPOSED USE: MOBIL OIL/ HARDEE'S CONVENIENCE CENTER LOT AREA: 1.0727 AC. (46,728 SOFT) TAX ID NUMBER: 53B-3-1, 53B-3-2, 53B-3-3, 53B-3-4 -4k&Ut4 b-Z tv-V,4�f) Lai - MAGISTERIAL DISTRICT: BACK CREEK TOTAL SITE DISTURBED AREA: 1.0727 AC. (46,728 SOFT) SETBACKS: REQUIRED PROVIDED G FRONT 60' 61.26' ✓� SIDE 50' 56.70' REAR 50' 52.78' FLOOR AREA: 3996 SOFT FAR ALLOWED: 1.0 FAR PROVIDED: 0.085 uF BUILDING HEIGHT ALLOWED: 35' BUILDING HEIGHT: 16'2" PARKING SPACES: REQUIRED PROVIDED TOTAL 33 34 HANDICAP 2 2 LOADING 1 1 PARKING SURFACE AREA: 30,196 SOFT LANDSCAPING REQUIRED ( 5%): 1510 SOFT LANDSCAPING PROVIDED: (6.4%) 1940 SOFT PARKING LOT PERIMETER: 760' TREES REQIRED (1 PER 40') : 19 TREES REQUIRED (1 PER 10 SPACES): 4 TOTAL TREES REQUIRED: 23 TOTAL TREES PROVIDED: 23 CONDITIONAL USE PERMIT #11-95 APPROVED OCT. 25, 1995 C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN WITH THE FOLLOWING CONDITIONS... -SITE. PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION -ANY CHANGE OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. -WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE, APPLICANT MUST INSURE ADEQUATE WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. -THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPR1OVALS. REVISIONS JOB NO./DWG. NAME: '5004-SPl.dwg" H �Q� QF L 0� � F C.E. MADDOX, JR., Z, ❑ CERTIFICATE NO. 7091 JN REGISTERED PROFESSIONAL ENGINEER Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Mde Greenwich Dr. 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 g� g (540) 898-2115 (540) 667-2139 HARDEFS "j MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER SITE GEOMETRIC PLAN FREDERICK COUNTY, VIRGIN A, scale 1 - 20' no. date description by ekd. DATE: SEPT. moo, 1995 SHEET 2 OF 11 DESIGNED BY: C,E•M, DRAWN BY: D.S.F. APPROVED BY: C.E.M. r„-eo�.ao rj 1 w W M Ld Ulf W Z j J U Q 1/ 8+00 9+00 F _ _ _ Bt? 10+00 ! fig--_ __ � � . _ 4� r —--- --- F — . FOR � -- FORCE - AtP.9 , up *r� 1 .- .r am _x g + 8._ Bc..�. 1 _A1R RELEASE VALVE on^ LUrifro; i Box - _- - -- 7 rDO -_ - - - - r -- _ - - - - - - _ _ _ - - - - - = _. -- - -- _ - ._ -- : _- _ - - _..___ __ -_- — -_ _ _ _ _ . _ _ - - - --- _ _ .-. - }gn -- _ 1 } QO - _ ._.. - -- -- - - - 1 - - -- _ err .. JACK &I)PORED - - --• - ROADCROSSINGr� j /S+9na _ $13 — J 13+ Light 'pole/ h ' - _ _ Sir � Si - - - -- -- _ a�2As BENCHMARK--Fks Hydran! 12 �B � r - - - _ - _ -.__ � _ - - _ - w ,Pad Centro! Panel 1 4+Op - r ea -- - ` off on flange ev F- -- - -- — — JACK & BORED `` - - - - - 8L8 - - " _ - \\. - f _ $PO / ~� X ap- ta�a,27 a v }70AD x CROSSING *~ _ — -- - - - _ - i -.- - , s -_yC �= �4 'rgn _ _ - _I 1. _ _ w ---- _ _ ` -- -_ AVEMEN P �6M�NT P►+ P T _ E L m �- p�1 0 PEN CUT OS ING 1-AIR RELEASE VALVE ' _ _ _ �05.3 Heodwa7l---_�- _.� - '�-- —� -- _Tea_� - " eta 5' a W. owe f` 1-AIR RELEASE VALVE Inv iy GRAPHIC SCALE Romp ` 30 0 15 30 6C 120 �` 4` _ ►nm�sonxi EX = 03.77' ' / MH our-d0.! 73 Fr N /F McDONALO'S CORP. ( [N FEET ) 1 inch = 30 ft r 820 820 _..- -- - - i J O r Z Q O O O 00 � X II I w � I 81 810 EXISTING GRADE MIN. 36" COVER BACKFILL WITH 21-A i PAVEMENT REPLACEMENT � F F F— F f F F OPEN CUT CROSSING � f 501f - 14" SW C .25"Thk F F ..• JACK & BORE ROAD F - --- -- ---- ---- F _ VDOT MET DS iF / I FpRCE ONM f CONTRACTORN OBTAIN VDOT UST APPROVAL FM INV=804.25 OR 0 BENCH 4 CORIF USE EKOR-N EALDRILL NEW N, ADAPTOR � / f - 800 800 ---- ----- F f 5511' - 14" SWCC .25"Thk Uj JACK & BORED ? > J > ROAD CROSSING BY VDOT METHODSLi Uj CONTRACTOR MUST 3 OBTAIN VDOT APPROVAL 00 w w M � > J WUj O L' Q Lr M7 00 Q Q Q > w w O Q w J w 0' L M 00 00 O cJ CJ rn O h O 00 ! O 00 � Q O 00 O O 00 O co O 00 O 00 p 00 O a0 O oD O 00 O 00 r 0o N _ a0 O _ 00 Q O O 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 REVISIONS SOB NO./DWG. NAME: 5004-SPl.dwg T H o� p O�� jf� � C.E. MADD❑X, JR, Z o CERTIFICATE N❑. `' 7091 D REGISTERED PROFESSIONAL ENGINEER Gilbert W . Clifford Engineers 150-C ❑lde Greenwich Dr, Fredericksburg, Virginia 22401 g� 9 Land and Associates, Inc . Planners Surveyors 200 North Cameron St. Winchester, Virginia 22601 9 RTE. HARDEE'S N MOBIL OIL 50 WEST CONVENIENCE CENTER OFF -SITE SEWER PLAN scale ' = 30' no. date description by ekd. — DATE: SEPT. 20, 1995 1 12 18 95 REVISED PER F.C. S.A. COMMENTS dsf CEM SHEET 5 OF 11 DESIGNED BY: C.E.M. _ DRAWN BY: D.S.F. APPROVED BY: C.E.M. (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA 2' 4'> 5,C REII' CO 8" Dia m BLOCKOU (typ. of two requ 4" GALV. VENT- w/SCREENED MUSHROOM CAP HALLIDAY S1 R-30 ACCESS HATCH O N PLAN VIEvv • vNOTES: 1. NEMA 3R DUPLEX CONTROL PANEL SUPPLIED FOR ON -SITE INSTALLATION AND ELECTRICAL HOOK UP BY THE CONTRACTOR. NEMA 4 X JUNCTION BOX REQUIRED. 2. ALL CONTROLS TO BE INSTALLED IN NEMA 3R CONTROL ENCLOSURE. 3. WET WELL SHIPPED IN SECTIONS, HEAVIEST LIFT WEIGHING APPROXIMATELY 18,000 Ibs. VALVE VAULT SHIPPED IN ONE PIECE WEIGHING APPROXIMATELY 14,000 LBS. 4. 4" DUCTILE IRON PIPING AND CAST IRON FITTINGS REQUIRED IN THE WET WELL WITH PLAIN END STUB OUTS 1 FT. OUTSIDE THE STRUCTURE. 5. EACH PUMP SHALL BE FURNISHED WITH A RUNNING TIME METER. MEASUREMENT TO BE IN HOURS. 6, THERE SHALL BE NO ELECTRIC BOXES OR SPLICES INSIDE THE WETWELL. 7. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 8. PUMP LIFT HOIST TO BE HALLIDAY PRODUCTS MODEL # D1A24B WITH FLOOR MOUNTED S.S. SOCKET. 9. TWO PUMPS AS SPECIFIED TO BE MOUNTED IN THE WET WELL. A THIRD PUMP SHALL BE PROVIDED TO THE OWNER IN ITS SHIPPING CONTAINER. HALLIDAY S 1 R-3030 ACCESS HATCH 1 2" GALVANIZED LIFTING CHAIN REQUIRED BUT NOT SHOWN J ALARM •' LAG PUMP LEAD PUMP tV ---------------- ALUMINUM ,-­ ACCESS LADDER OL&W CHECK VALVE GATE wfVALVE STEEL PIPE -JO SUPPORTS 2" PVC VAULT DRAIN LINE WITH BACKWATER STOP PROVIDED FOR INSTALLATON BY CONTRACTOR 6" GRAVEL BASE SECTION VIEW PUMP 0/8ICE1 Model Rpm Motor BHP Voltage/phase required Impeller Code GPM actual TDH actual (f t) Pump height (in) 4" GALV. VENT w/SCREENED MUSHROOM CAP 1 2" FLYGT (submersible) CP-3127 1750 10,0 208V/30 484 H.H. 200 59.24 24,5 I H OF 0 C.E. MADDOX, JR. Z o CERTIFICATE NO, v 7091 D - circuit breaker to panel load side of meter Hain disconnect transfer -tight overcurrent s I c protection recePPlIlacle auto-d�ler (ins'Ide enclosure) ground per N.E.L. telephone line code ELE TRICAL PANEL ENCLOSURE alarm wring to (in separate conduit) generator receptacle control v alarm gh water pane/aiarmhc Ugh110 and horn ontacts (with manual on/of f switch) PUW STATIDN OVERALL WIRING high water (wet well) pump #1 failure ADAS telenetering pump #2 failure i dialer 3 phase power monitor � mctacs J 7' 120telephone wat Nv ( hqqh sesor or ocal el,)tand horn l TELEMETERING ALARM SEWER PUMA STATION TYPICAL WIRING DIAGRAMS Figure 20 weatherproof light Single fixture 100 watt hps Moulted on exfention arm 2' above and 1' in front of enclosure, weatherproof vibratone horn enclosure mounted on post elect�ic �1' me er socket for underground power to pump Concrete Station 18' dia, We • 6'x 6' pressure -- treated posts 4' _ SECTION PAGE C•3127 C 14A SUPERSEDES ISSUED 4/86 FAMILY OF PERFORMANCE CURVES 12 10 -- 3 1 Y 8 _ 2 3 a 6 a 4 O O 100 90 30 80 10 60 50 W 4 W U. S ste a 3o W Head Cure 20 O 3 2 a 10 0 0 100 200 300 400 500 600 700 800 900 FLOW GPM NOTE FAMILY PERFORMANCE CURVES - FOR PRESELECTION ONLY V3IL . FLYGT CORPORATION SEE INDIVIDUAL CURVES IN THIS SECTION FOR FINAL SELECTION U9 GLOVER AVE NORWALK CT 06856 El CURVE IMPELLER PHASE CODE 1 481 30 2 483 30 3 484 30 4 485 30 3' Notes osure constructions 0 to meet NENA 3R standards I) 4'-0' (W) x 4'-0' (H) x 1'-0' (D) 12 ga olvarbzed steel �) double doors with+ 1) heavy duty hinges ) heavy duty 3 point latching mechoNsm heavy duty hasp (for padlock) �) dr' shield f) back panel (of 12 uaq a steel) to provide a mind oT 5/8' ctearence Following. items are to be bunted In enclosure+ a) double throw transfer switch b) circuit breaker panel c) 110 v outlet d) ADAS I#olog outodialer e) phone jack atrols to be in their own enclosures and counted inside panel enclosure. ode 110 v outlet to be on separate circuit erheod Iig�1t to be on separate circuit and lave on/ f switch Inside enclosure. ;rm light and horn to have manual on/off ;witch inside control enclosure. aerator hookup shall be Russellstoll .atal no.7334-72 firm It t and horn shall be Federal .lect 'c model 350w (weatherproof vibratone horn with light in weatherproof )nclosure), SEVER PLJF STATION CONTROL ENCLER Figure 19 Pump Station Design DESIGN FLOWS: 3' Notes osure constructions 0 to meet NENA 3R standards I) 4'-0' (W) x 4'-0' (H) x 1'-0' (D) 12 ga olvarbzed steel �) double doors with+ 1) heavy duty hinges ) heavy duty 3 point latching mechoNsm heavy duty hasp (for padlock) �) dr' shield f) back panel (of 12 uaq a steel) to provide a mind oT 5/8' ctearence Following. items are to be bunted In enclosure+ a) double throw transfer switch b) circuit breaker panel c) 110 v outlet d) ADAS I#olog outodialer e) phone jack atrols to be in their own enclosures and counted inside panel enclosure. ode 110 v outlet to be on separate circuit erheod Iig�1t to be on separate circuit and lave on/ f switch Inside enclosure. ;rm light and horn to have manual on/off ;witch inside control enclosure. aerator hookup shall be Russellstoll .atal no.7334-72 firm It t and horn shall be Federal .lect 'c model 350w (weatherproof vibratone horn with light in weatherproof )nclosure), SEVER PLJF STATION CONTROL ENCLER Figure 19 Pump Station Design DESIGN FLOWS: Fast Food Restaurant No, of Seats - 50 Flow per day per seat - 180 gal Restaurant Flow per day - M gal Service Station: Vehicles served per day - 11000 Flow per day per vehicle served - 10 gal Service station flow per day - 1fD000 gal Gravity Service Area Additional area draining to pump station - 50 ac Flow per day per acre served - 11750 gal Residential flow per day - 8175M gal Sewerage flow per day to pump station - 1*500 gal Average flow to pump station - 71% gpm Peak flow to pump station '185 factor = 2.5 At F.N. Dia (in) = 44.00 F.N. Velocity (fps) _ 4.72 Wet Well Volume Required fart minute off cycle (cuft) = 25 Wet Well Diameter (ft) = 6 1 depth vol =2826 (tuft) Required Working Depth (ft) = 0.81 XS169 EI£ANTS Low water level 792.75 Force main discharge elevation 809.00 Static Head (ft) 1625 Force main diameter (in) 4 Design pump rate (gpm) 1185 Length of force main (ft) 11185 Fitting and other losses (ft) 1135 Force main equivalent length (ft) 13320 Head Loss (f t/100f t) 3„140 Total friction losses (f0 31721 Total Dynamic Head (ft) 5)3.46 At Initial loading time from pump off to pump on (min) = 24 Total Dynamic Head Determinations discharge - 809 FM. D(in.)= 4 low water level - 792,75 C= 120 L(ft,)=1185 gpm static head friction loss Fitt' loss vet. heaId TDH Velocity int - 10 (ft.) (ft.) (ftJ (ft.) (ftJ (fps) 0 1625 O.M 170 0,0000 16.25 0,00 10 1625 0.1678 170 0.0004 1&42 026 20 1625 0,6050 170 0,0016 16.86 0.51 30 1625 1.2808 170 0,0035 17.53 0.77 40 1625 2.1809 170 0,0063 18.44 1,02 50 1625 12955 170 0,0098 1956 1.28 60 1625 46174 170 0.0142 20.88 1.53 70 1625 6.1412 170 0,0193 22,41 1.79 80 1625 T%21 170 0.0252 24.14 2.04 90 16.25 9.1762 170 0,0319 26.06 2,30 100 1625 11.8801 170 0.0394 28.17 255 110 1625 14.1109 110 0.0477 30,47 2.81 120 1625 16.6458 170 0.0%7 32.95 3.06 130 1625 19,3026 170 0.�66 35,62 3.32 140 1625 22,1390 170 0,0772 38.47 3.57 150 1625 25-1530 170 0,0886 41.49 3.83 160 1625 28,3428 170 0.1008 44.69 40 170 1625 31.7067 170 01138 48,07 4.34 180 1625 352431 170 0,1276 51L2 4b0 185 1625 37,0756 170 0,1348 53.46 4.72 190 1625 3895% 170 0,1422 55,34 4.85 200 1625 42,8278 170 0.1576 59.24 5a1 210 16.25 46,6134 170 0.1737 63,30 5.36 220 1625 51MI 170 0.1906 67.53 W 230 16.25 55.4647 170 0.2084 71,92 5.87 Fitting Quantity Eq, unit len.(ft) Eq, ten. (ft) 90' 6 3 17 51 22 112' el 6 9 54 branch tee 1 29 29 check valve 1 26 26 valve 2 2 4 Equiv length of fittings -164 use 170 12" REGISTERED ENGINEER_ 5 i f �-�t• st �� � 1 CO \t 00 OOOF , — • c7D -- y A ID ��- ,r Nm•cx. �0 _J19 - - o iE �\ '_ 0 1 1106 - 6' FENCE HC SIGN, t k r n a \�4 r p , F �1 SILT FENCE CULVERT INLET PROTECTION EIOWALI --------- --------- ---- -�--------'-------- ---- � ` --- 7-' TOE Of FILL i Cl%"t I I I I 1 ----------------r------1-- _.— _....___--- ---- TOE Of Flu SILT FENCE i DISTANCE IS 4' MNMAUM IF ROW 5 NM TOWARD EMDAMENT FLOW i OPTIONAL STONE COMBINA TION it 1 La LB• i FLOW I CLASS, RIPRAP ADOT 13, 1357 OR /S COARSE AGGR-.GATE TO REPLACE SAT FENCE IN' HORSESHOE - WHEN HIGH VELOCITY OF FLOW IS EXPECTED GRAVEL CURB INLET . SEDIMENT FILTER SILT FENCE .DROP INLET PROTECTION z % 4' WOOD FRAME D" INLET TWITH GRATE 151 MAX FRAME 3*:MIN. I I I I GA TNER EXCESS AT Copwas PERSPECTIVE VIEWS sTA%c FABRIC I' MIN ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A I i SPECIFIC APPLICAITION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AIREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C F S ) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENITRATED FLOWS. SUCH AS {ia IN STREET OR HIGHWAY MEDIANS PIPE OUTLET �CON'DITIONS�� A A \ 1 t - I PIPE OUTLET TO FLAT AREA WITH NO DEFINED + )< — 1 3 ` �' PLAN VIEW CHANNEL ULUJ o 1� 1 �� 1 PROPOSED YARD cRAVEI FILTER' 1 - DTI i SECTION A A Ner u+ a -am RecoMMaDeD POR eNnwr PERIMETER LIGHT (TYP.) t >d�%Ig RUNorr WATER —'z {' rureR cwrN l WIRE MESS+ i tfk , - I F'l f Ip Q T, FILTERED WATER i A f1f� �,� O p V1 � ( 13 PROPOSED WELL + ; A 9d° (MIN ) ldo I LOCATION 0, S • i _-- PIPE OUTLET TO WELL. SEDIMENT tt `, I e DEFINED CHANNEL c� PLAN VIEW CONCRETE GUTTER tz- II CJ) I - '" I 5 Q \� AcuRB Iron -- L e o+ 3PEC_;FIC APPLICATION d 10- — I I f� THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS SECTION A -A GO <^ WHERE PONDINC IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE ; FILTER CLOTH KEY IN A" -g RLCOMMENDGD TOR ENTIRE PERIMETER INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED 'I NOTES I APRON USING MAY BE RIPRAP. GROUTED RIPRAP. GABION AREAS � BASKET, OR CONCRETE S 2 1& IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED GRAVEL SHALL BE VDOT /3, 195r OR S COARSE AGGREGATE {P USING PLATES 3.18-3 AND 3 IS-4 O 3 d 1 S TIMES THE MAXIMUM STONE DIAMETER. BIUT NOT THAN 6 INCHES. LESS C CSF) 0 II .�.. "m.... ` _ xIT RMA- CONSTRUCTION OF A SJL T FENCE o ? \ (WITHOUT WIRE SUPPORT) f'•' AREA. I SET r 2 ACRES OR LESS OF DRAINAGE �Y t HE STAKES. E ' ET.'1[CAVATE A 4"X 4" TRENCH -- - t W LWTM t UIPSLOPE ALONG THE LINE OF a©g - 01 KT t t ___ — _— MAKES, IP 1 O 1 1 / O � y I FILTER CL07N 3 (OPTIONAL) (DOWNSTREAM VIEW) r/i % / -�- lVI C..!✓ IAGGREGATE7L01I COARSE// / F•C�/ �� _ - - — /� __ 6 •. � \ .. � vD0 � � •-- I --_ II FLOW -y DUMPSTER PAD •: _ T- -" 3. STAPLE FILTER MATERIAL SEE DETAIL SHEET 11 _ �£R \ TO STAKES AND EXTEND 4 BALCKFILL AND COMPACT IT INTO THE TRENCH. THIE EXCAVATED SOIL- . 2-10 ACRES OF DRAINAGE AREA. SF loll fly fLOII FILTER CLOTH 3• % (OPTIONAL) s SHEET FLOW INSTALLATIOIN III (DOWNSTREAM VIEW) (PERSPECTIVE VIEW) S 19'45'00" W ` 240.00' VDOT NI I I COARSE AGGREGATE: -� I prow A FLAW ? / i B /a a\\ s^ \ POINTS A cuss t RIPRAP R FCD I SHOULD BE HIGHER THAN P•O1NT B D RAINAGEWAY 1NSTAW.•ATIOM! SF ( \ RFCD i IQ• NIX PAVEMENT FRONT ELEVATION) PAVEMMENEN T ,.► I=Ug= SHOIC I = (23 TOTAL) SO +r M7M. 7G o' � N V iL' V iION �� FILTER CLH WN. A MOUNTABLE BERM J MIN OT RFCD N ROCK � COCK DM ' ' (OP„ / ` SIDE ELEVATION r MIN / ` 1 `�i EXISTING fitOUMD FILTER CLOTH J SECTION A -A �`I � � � \1 ry ���'f RY MIN. '_�— �P N wrlar SON , 6 -, SF SF —SILT FENCE ` t B VASiMAEK N - 1 , � cpFTTDIAU .. ` l `, �"• EXISTING / 0N CULV= 1NLERT PROTacrION CE N CONSTRUCTION ENTRANCL \ SPACE \ 7- GE 1 VWT .I I POSITIVE DRAINAGE to, MN SECTION B—B \ COURSE AGGREGATE B TO :.CDINENT tRAP'I[NG OEVM MOST INGRESS FULL WISS ' STONE CONSTRUCTION ENTRANCE Or PAWNS AMID EGRESS PLAN VIEW OPERITWX REVISIONS � JOB NO./DWG. NAME: 5004-SPl.dwg P I H HARDEE'S MOBIL OIL ISc�IeLo, no. date description b ckd. — L �� N DATE: SEPT. 2O, 1995 z� r� Gilbert W. Clifford and Associates Inc. SHEET ------------------ -- --- RTE. 50 WEST CONVENIENCE CENTER ----- -- - ---- i 7 DESIGNED BY: C.E.M. � C.E. MADDDX, JR, Z o CERTIFIC709 TE No. D EROSION CONTROL & LANDSCAPE PLAN OF DRAWN BY: D.S.F. Engineers Land Planners Surveyors REGISTERED 150-C Clde Greenwich Dr, 800 North Cameron St, PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 1 1 ----- --- - APPROVED BY: C.E.M. (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA 9 f a l 0 08 J I / 7 Ar _ t c� ' DA 1)- 2.6 AL Ile --� - > - _ x _ f fox 0 Jr lit, -/ i _ _ 1 x 804- / _ -- - 905 2 t �✓ / / ` I j;, f >< ' T,c3fie installed by VDOT C-bf XC-1 -- -- -- Q "All y ml A I I*A 24 All x03 5 x� 812 4 i 3 l Parki ng Area 9gAMs cR ti t`, ! / A�AT '� 16 A; . 5 I i . EE�Iri / 803 x 829 D A2 . �- 8Ac. // ,tpr# +p' 4. ,� f `�,i_ x . " ,ram /� 'on � r x x 84`8.5 WL S \\__ �� \ x x --- _ -- 514.5 GRAPHIC SCALE 869. J x . i l ' - \ 826 _ 1 1.. Ste._ a..Lt ._ _ r __. �.► % � 200 0 100 200 400 PLAN VIEW � SCALE t" = 200IN FEET ) 1 inch = 200 ft. DA "A" = 24 AC. DA "Al" = 16 AC EH =840 tc = 10 min. EL -803 00 = 5.5 in/hr E =37' Ceff = 0.35 L =1400' Q10 = 0.35 x 5.5 x 16 tc = 10 min. = 30.80 HO 5.5 in/hr Use 30" or 38"x24" RCPA Ceff = 0.35 Q10=0.35x5.5x24 = 46.20 Use 36" ® 0.9% or 42"x27" RCPA DA "B" = 0.9 AC. DA "C" = 1.0 AC. tc 10 min. tc = 5 min. 00 = 5.5 in/hr i10 = 6.7 in/hr Ceff = 0.35 Ceff = 0.75 Q10=0.35x5.5x0.9 Q10=0.75x6.7x1.0 = 1.7 = 5.0 Use 15" or equivalent Discharge at 2 points equal plan, or 2.5 cfs RE` IONS DO. data- description DA "A2" = 8 AC. tc = 10 min. 00 = 5.5 in/hr Ceff = 0.35 Q10=0.35x5.5x8 _ 15.40 Use 24,or equivalent DA "D" = 2.6 AC. tc - 10 min. 00 = 5.5 in/hr Ceff = 0.5 Q10=0.5x5.5x2.6 7.15 x0./DWG. NAME: "5004-SP1,dwg" by ckd. DATE. SEPT. 20, 1995 _ DESIGN. Y:,. DRAWN BY D.S.F. APPROVED BY: C.E.M. PL'(N E C E MADDOX, JR. Z 0 CERTIFICATE NO. -- U 7091 b l REGISTERED PROFESSIONAL _ ENGINEER _^(.f) CULVERT DESIGN Culvert -- - - ----- Design Size Type From To Q10 Scope (%) Q-full Notes C-1 30X19 RCPE Z 1 1 22.1 0.57 23.0 C-2 30X19 RCPE 3 2 19.6 0.5 20.0 C-3 1511 RCP 5 3 1.7 1.25 7.5 C-4 30X19 RCPE 4 3 15.4 0.54 22.0 C-5 38X24 RCPE NA NA 38.2 1.2 40.0 Hw/D=1.5 C-6 38X24 RCPE NA NA 31 0.8 32.0 Hw/D=1.3 ------- --- INLET COMPS ------_ Type Q10 Slot/Size/Type Str. 1 DI-1 2.0 Std. Grate - - Str. 2 DI-3C 2.5 4' Slot Str. 3 DI-3B 2.5 4' Slot Str. 4 DI-7 2.0 Type - Grate _- Str. 5 HN-1 2.7 Std. EW-1 DI-t Steps are t0 M provided when H is 4•-0ror greater NOTES For details see Sid.ST-t. j•-----4'-2`:::::�J 2.7` -ev 3-(pia weep fide Mmrrmum depth (M to M q'. For gleOle, depict ux m Standard DI -IA 12`mn. Plans the invert I- ro he shopea cost of Q e When specified m v in accordance with Standard Pion IS- I. The cost of "' n m N • ��th furnishing and placing ill motenals incidental to Ihe H iv A A e c ( I N 8,07 t,or shaping is to be included in the price bid for the drop + N n ' IZ•. 12951S`-gbe 24" mkt complete. v . This item may the precosi or cast m place L All cos, Dconcrete robe Class A3 For precast � See Sheet 103t 103.03 !- - LF ir The "H"dimension shown on the Standards and specified on the plans will be measured from the,nvert of the out - SECTION A -A foil Pipe to it* by of the structure Plan "H "dimensions are approximate onty for estimating purposes and the --� }---2'-7"--i 9� ocwl dimensions shall be determined blithe Contractor 4-2"- from field conditions h the event the Invert of the oulfd pipe a thorn PLAN e4xB'"SmoothDowels r opadj tit CONCRETE QUANTITIES FOR MIN DEPTH 'sj' (Grate Removed) C-C to W placed it 0l1 areas adjacent me baltarrn of the slruCtve, the invert d the sk.eMe 1K to abutl' concrete to prevent 12 conc pope - 1 440 Cu Yda Concrete rill be shaped with cement mortar to prevent standing *Weep hole with 12'•xva ze she of wire, en 15"core. pope- 1528 Cu. Yds. Concrete a of water n the structraa The cast for tbth u•' mesh or galvanized steel win, settlement Isa^d�q minimum wire did. 0.03 inch, number 4 in lieu of dowels 2"x4"notch may be 18" conc. pipe - 1620 Cu. Yds Concrete invert N+optg shall be included in the price bid far mesh hardware cloth anchored firmly to provided. SN Standlord T-DI.3, 4 24" cant pipe - LO17 Cu. Yds Concrete the siruclurs outside of structureohernote design. Add 0, 469 Cu Yda per additional foot cof depth. SECTION STEEL SECTION CAST IRON 2'-6"----- �NOTES 1-2�s2f. 2-7" I -4" long.-_ f _3#" Lips to be Oneeesd wcost with collar lam'_ WOWall connectors Io collar #.4- Stud Shear Optional OO C HUHHHUHUH H Arty titernote methods of a Engineer, C Q meeting the opprovol of the Engineer, maybe Substituted for Me cost iron rep `l_- j�(}00 N lug! Of shown MnOn. Brace Ribs U list Jlxl}94" lugs li-+� 1-' „ 2r connector! __ 4 I" -i- rO1 SECTION C-C s T12f-4 APPROXIMATE WEIGHT SECTION B-B DIMENSIONS FOR CAST IRON ONLY cast Iron Gras 363 118 Ibis DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SPECIFICATION REFERENCE 121-24 PIPE MAXIMUM DEPTH(H)=10' 233 VIRGINIA DEPARTMENT 302 104,0I T�AUCDfrD TATI/W 4 3.61bs. 66t 3 lbs Including Including atx,� kq. STEEL CAST IRON TYPICAL ROAD INLET DETA►JL Mot to Selo EC- 2 �-12"-Max f I 4.1 or flotter 6---Max steeper than 4:1 NOTES Approximately 200 staples required per 4'x 225' roll -j t Anchor Slots, Junction Slots a Center row may be eliminated Check Slots to be buried 6" to 12' 1 1 1 1 /when slope is less than 4.1 9 vanoble 1 1 1 1 1 1 -,--i T-T 1 1 1 5' Mox 4 1 or flotter 1 3' Max steeper than 4.1 1-1 - I 1 1 • }( Edge and end taints to be 1 overtopped 2"minimum. 1 1 1 1 1 1 1 , M Junction Sllot Check Slot Terminal Fold ( ! t 1 Lop Joint 2" Mtn i t 1 1 1 1 1 1 1 Combine third row of staples from 1 1 1 s s l 1 1 each strip in lap with alternate ''] - 9" Max spacing -------------- t w- von -.�+-- von Junction Slot Ancha, Star Anchor Slot Junction Slot .� 0'-0" Mox romp Soil Firmly 1 Tamp Soil Firmly i rJ-t"W2" Terminal IFold Tomp Soil Firmly Max Spacing _ 6° Mn / 4 c_ c Check Slots 1 1 to 2 100' slope 4% or less 50' slope steeper -- than 4 % No II hem Nape wire 6"to8"min .'� Tomp Soil Firmly- j,i L.-. vor vo, +! Stap es formed PLAN VIEW from nlol t3 steel wire 8" staple minimum length for STAPLING DIAGRAM 6'-sdtople rmimmum length for SOIL RETENTION MAT JUTE MESH other Sail GENERAL NOTES Basis of payment to be Sq Yds of protective covering complete in place Protective covering is Jute Mesh or Soil Retention Mat in accordance with the Specifications may be to be located as indicated on the plans in accordance with the dimensions specified on typlcol used at the option of the contractor section Width of material may vary from min dimension by increments of 4 or 5 feet " T-Top stoples or other manufacturers design approved by the Engineer may be substituted for the staples shown PROTECTIVE COVERING INSTALL' ATION CRITERIA SREFERENCIEN VIRGINIA DEPARTMENT 244 of 114.02 TRANSPORTATION Gilbert We Clifford and Associates, Inc. Engineers _- _-- E, red f'la;atYiers ----- -- Survevors t ^ ?"10 NOr t h ra.rnP r On S t. L_9�.0 _ C �tde r ;.,reenw�ch� �,r ' Fredericksburg, Virginia 22401 `w'inchester, /iriginia c2601 (540) 898-2115 (540) 667-.2139 rf�RDL,L'S ,, 1d0UiL 0':I. RTE. 50 WEST CONVENIENCE CENTER DRAINAGE YAP REC)ER'ICK C:r' VIRGINIA SHEET 8 OF 11 A q for % casin� pipe or carrier pipe spacers - 3 sets bricked tunne liner per pipe length, I up ends Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers SIZES REQUIRED CARRIER PIPE CASING PIPE WALL - -- DIA. (') THICKNESS (') 4 14 '250 6 16 .250 8 18 ,375 HIGHWAY CROSSING manhole frame & cover ( if for water - lid labeled water ) S` L - °: � C$ � c c All; E E M manhole cone section Ali i lOdle w� t� 16' ip threads 44 J -s B'x 8'x 16' solid block 1:..:::_: ... ° 6' � r 16 1 0 SECTION 'I water petal L1 or braci i sewer valve ball vale corp. sop - Mp X IMp) m A { �rnpp5e - If - - 1TE standard rT stone bedding COMBINATION AIR RELEASE AND AIR VACUUM VALVE Figure ll s' mrwlnum o l machiM ecava•arr oink him board t s ' � 1 ; � - • ' L banrn bottom u pate valve a boxes a gar verve a box urduaxbed earth sane befldirp TYPICAL SECTION TEE_ WYE- OR Pt uG In lieu of wood 1011"Ing trim htorg may be wrapped wt, wdenotos hard eololivalon polyetnefene, and TO (nrlcrete poured to 001"Imp, roarmurd •a• . 12" min. for 10' and wnallor pipe the fit" and sprint undisturbed ed. The beafvp ,ownrsgns Ir . I Ir min. for 12* Ihru 20' pipe eprrior undisarbed sod bhas romaw r Shown use dtart balm for A, B. C ormensona CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe DIs. Plugs, lyye• A Twos 11 1/4" and 22 112" Boftds 46" and 90' Bonds - A 8 C A 8 C A B C 6- V 0' O'-9• V-3• O'-9• V-G' 1 0•-9' V3" T-W 1'-9• r 1'-3" 01-9• V-9• -F-3- 0'-ir 0'-9• o'-9• r-r 0'-9' 7-3• 10 , 6• fr 9" r o• tr•9 + 1 -3' 1-9' a-9• r e" 12• 1'-9' 1'-0' 7-0• 1' 3• 1 0• t'g• 7.0' 1' 0' 7-0' 14" 7.0' V-0• 3'-0" 1'•3• 1'-0• ' 1 •-6• 7 6• 1'-0' 4'-0" 16- 7-3- V-0• 3'•6' 1'�" 1'-0- T-0' 7-9• 1'-0" 4'-6" is- I 7.6• 1 V-3" 3'-9• 1' 6• 1 •-3- 7-0' 7 0' 1'•3' 4'-W 20- 7.9• 1•-W 4•-0• 1 1 -9• 1 1 •.6• 7-0• 3' 3.1 1'-0" s-0' poor. f1too ow 6nigs and ewWedded In ammen d•twt boodle Flrnrtxa "U" FICID S,7, NORODS FImEl) F'NT >•... Ir a LESS e 2 30- 6 ; 14' - 2M @ 2 3S Concrete - VERTICALVEFJTICAL BENDS FITTING VOLUME OF THRUST BLOCK IN CU. YD. iltornOeddNq SIZE 11.1/4° 1 22-1 46- J90° 6" 1.3 ir 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10" 1.8 3.7 1 UP BENDS SHALL BE THE SAME Z" 1.2 2.8 5.5 AS FOR HORIZONTAL BENDS 11' 0.5 1.7 3.9 7.6 16' 0.9 2.3 5.1 ie, 1.4 3.2 6.3 20• 2.2 4.5 7.8 CONCRETE THRUST BLOCKING Figure 2 CG-12 8" concrete O.D. 8' 24" carefully compacted backtie . t QCI�Q iiSi� w •' 1. W-W :. .. r ��ftllfbtsy�•. ♦ ► i ► Il •: / - 6" Stone aggregate STANDARD repave to 1-1/2 times saw Pitt to be made at original thickness -� j time of replacement. O.D. 8" - - j3• 1, nA - entire trench to be compacted 21-A r- V,D,Q.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 Toper curb hetght down $ c 0 d this port h ior g �, corffnue d full height o ' - . _ _ - - - where apphcoDle Manhole Frame &Cover M�dde 45po0 Cunt ll Pa* t be f rnish d (labeled sewer meter) witY1 �eaier onclr�herrnostcc, e, an) Mounted in a weatherproof, lockable cabinet, It shall be ya -- - o o o�Vor 3' Min. mounted under the pump station control panel. �»= o rpr ""' width sidewalk p - or Sidewalk Spoce.01 Waterproof Penetration Manhole ' Cone Section '1 s �r- 8'x 8'x 16' 30' Solid Block T Bad�qer Ultraso ''c F101t� Mod�I - C -tan�'c 45011' Fabricoted�od Piece P 6f 4' force -- ...,... Main..u....�.,..........L.....,...>_.......�...._.,...�.,.....,..., Sewage Meter Pit ((lot to Scale) REVISIONS no. date description 1 12/18/95 REVISED PER F.C.S.A. COMMENTS --� �e p+o.o�o+ono o•oo:o - •o•o !� _,. - all. p+ • � $ 6 -0 ` -- �- TYPICAL. ALTERNATE RADIAL PLAN CG-7 F2ADIAL PLAN FOR USE AT APPLICABLE STREET Far Commercial Entr1Y,Ce CONNECTIONS AND COMMERCIAL fHenvy Truck Traffic Ariicipaled) A ENTRANCES. see Standard CG-13 sheel 203 In 00,11'6 -� Sidewofk or oo o d- S,dewaik o o I �o • p. o' o� P o0.O• p O O, O, Sp oce 6., o.o o �',o. .o o:o � •p: p•o•p•o.p'p•p'p• o�'0 00 0�00 •O p: V•O: o•�, p•O �•p, 0•,O:p+pOp.Op•p Tr X C ble in getaoic �onduit � p'ppoo p .\ • , p Op pp p to Control Unit, 'p'p•p'�'� A TANGENT PLAN y slope t2 t Maximum Standard e''a' ISOMETRIC Stone Bedding 7" where Sl'd CG-3 CG-7 is used. y VIEW 7'-1" is the mir"murn Sid walk A - D I - 3A - 38 - 3C I 14 ■ 8- Snioosh Dow lseioppro,.12••GC to be placed m all atom adjacent G•l•O1rse 004 sobs arm Shoat 2 of 2 lortbulhrp concrete to prevent senlement. an on on" of 6e130' aid tole L2i■111+14- beanellaredwish i•s4•okWohm Galvon,led cMowctor! welded k bad claim Expansion Joint Eirowaan Jaw of 2`c_C DI- 3A- 38- 3C C- `M�--Fgw615offN•'r,eww•gc , TABLE OF QUANTITIES 1 am • r•y^t f cot 9t'd. Ic-2. a - _ Y arch F • e.wi..• w d is . - 1 ; a ,•..,, 1;,.. A T,,. e L AREA CON_ REINFORCING ;STEEL r=•' - j} }}} I 4.. s"� Nwd...w.r« TYPE SLOT CRETE BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT 117 I •i-7.-� 1-3�• a f d -- .«er. t. 1,_,j__`• •• "�` -�1=4 tip {+'NOSE DETAILS Ft. S¢ Ft CuYrfs. No. Lin. Ft.' NO. Lin, Ft.' NO. Lin, Ft.' N0. Lin. Fta NO.�. Lin. Ff.' No. Lin. Ft.' Na. Lin. Ft.` lbs. _- li am A rse, of cieb Ae«•Wt•wIW DI - 3A 2'-6" 1.15 2.26 - - I 5'-T 3 3' 2" - - 6 1'-0' 22 h n ►� II I I ,,,,, p Crock Copilot •lofrt cow r swrp.d"I A 4' 1.83 2.59 5 1'-6* 2 V-71o6'-10 3 5'-7" 3 3'-2_" 4 1'-6" 3 1'-6' 4 1'-0' 6_4 c`°" c°NO Is � 6' 2.75 3.02 5 S-6' 6 6-?%V--- 3 5'-r 3 V-2" 4 V-6' 3 1'-6" 4 I' -Or -I It Net ■ ftwrweelN Y Maas walla or with IrttyrM Cure, aWle is to 1s oerllN.11es shield -�, -- PLAN •tdYt. 8` 3.67 3.46 5 5-6 10 -T'lo6 3 5-7 -3 3-2 4 W-6 3 I-6 4 1-0 158 eMON :alI woo Mary onlyNfo � of bob analw`guna "QO "fO1 t0`"s -'e° e«s E I Or 4.58 3.90 5_ T'-6' 14-iM6'-V 3 5'-7" 3 3'-2" 4 T -6' 3 Is- 6■ 4 ('-O' 204 r~ ' e' ! r D I - 3B 12' 5.50 4.34 5 9'-6" 18 T"to0-l0" 3 5'-7" 3 3'-2" 4 9'-6" 3 I`- 6" 4 I'-0" 2 5 1 or V-111.1j If -�'•�' 0•- j SECTION B-B 14' 6.42 4.78 5 11!-6' 22=Tto0-l0" 3 V-7" 3 3'-2" 4 II'-6' 3 1' -6' 4 I'-0■ 298 _16' 7.33 5.22 5 IN-6' 26 7106-10' 3 5'-7" 3 S-2" 4 IS-6"_ 3 1'-6" 4 1'-0" 345 + _ _ _ _ _ _ _ _ _ _ _ _ _ _. - - _ _ _ - _ _ _ ✓' wl"d CO1s"I0f"' ° Aeeserwh erw 18' 8.25 5.66 5 15 =6" 30 6-71oV-KT 3 V- T" 3 V-2" 4 IS'-6" 3 1'-6" 4 I'-0' 3 9 1 •. (- -"- - - - - - .1 rerrw Grolier ,- ■ , ■ i ,- r f ■ •{ 20 9.17 6.09 5 t -6 34 �7"1o�rlo` 3 5 T 3 3-2 4 I%6 3 1 6 4 I -0 438 low 1 so r e'"p,e'e,», •� E e =• 14 Type A x-so delol know be Noel a- i:.-f - i .s,rer•.. 6' 2.75 3.01 10 1- 9' 4 Ill 5_ 5'-7" 3 3`- 2" 8 I`-9r 6 1'-6" 2 1'-O' 1 1 1 1 w.e• rife with CG-3 a CG - 7 St• fro ds 2• _ j- jail,,,, r - r r r -■ r ?- I r -- ■ f FRONT ELEVATION T e Mu dGMI shall be mod Ale, --' - .reef He's _ 8 3.67_ 3.45 10 2-9 8 6'�To6'-10- 5 5 -7 3 3-2 8 2-9 _ 6 Is- 6 2 1-0 1 58 --� lawn« neend) .fM w-2 a cG-6 standards w • ' ,w. Hrdwr. Soar 10' 4.58 3.89 10 3'-9" 12 5710 _ 5 5'-7" 3 3'-2' 8 3'-9" 6 I'-6" 2 1=0" 205 '! 3.OIorMte' wepMH to N bcoNd D - , , ■ t : r ■ f • r A toOroH,•"bbes"I"to) wets 12 5.50 4.33 10 4-9 16 C-71oe- 5 5'-7" 3 3-2' 8 4- 9 6 1-6 2 1-0" 252 M Me skuC IM invrl °r Pill 4 sibr ch i N I e man the bottom •r'"o, +o "• D I - 3 C al tM slnx lv,rM rlewl of ey eMuctve y»h De anaptd wish cemerw boo waif 12 ". 12 plastic nwdwart - o„,„d,d ,,,,,,,"�, -__... -_ _-.-. _ -.__ -../ M _--. _.._. --. - - - NO4,1 Standard rx Is mW ia• k werenl abardt n a pafMlg of wale n lM sfrueeure. TM CIS 1/.'mesh or gulvotut•s steel - • • r 0• a • " ' " ' " '- M ' ' nayacon,bucnawdnconc.n • tltaq 14 6.42 4.77 !0 5-9 20 alo6 5 $-7 3 3-2 8 5-9 6 I-6 2 I-0 298 Co5I tar duvet Shop" whop be Included in 1M W Ice lad for the awitCklis wire as 0.03 inch, n.mb•r4 -11, �.- • - Poi top d•1o1h .a _ � _.__ _ .__._ _ _._; _ .- __ __. _ _.-_�. ..__ - block ", occoreoncs with ftw ataa Mown an MINroq clash onch«•d fbml It .-1--i-r---i !• 16 7.33 5.21 10 6-9" 24 alofrl0' S 5'-T" 3 3'-2" 8 6'-9" 6 I'- 6' 2 1'-O" 345 standard D strong of -Me y all eT-i. For "Samoa" and etraerwise ash fdrewn eel ~1 t of 2 eeloide N otilw1wo. --^�• _ - ■ -` --- - --- -- i - ■ - ■ -- s -: - 1 ■ f 1 a-3A DI-3e - 01-3C - SECTION A -A is, 8_.25 5.65 10 7_9 28 64%V-Ky" 5_ 5_-7_ 3 9-24 8_ _T-_S 6 I -6 2 1-_0 392 20' 9. 17 6.09 10 8'-9" 32 94"b6'-10" 5 5'-7" 3 3'-2" 8 8'-9a- -6 I'-6" 2 I'-O" 439 T • -1 W iE Denotes lengthof one(1)bar •1 i 1 Lam----------------+. .�-----+ 1 ; l " ' I + Notes All reinforcing bars to be No, 50 0_,I I " l rim claw -Eb" 1. i I - -/� All cost in place concrete to be Class A3. For occeptable alternate see Precast Standard Designs. 1 L L a d. rr we In wawa Concrete quantities shown are for depth (H)of 5 2" without pipes. The amount displaced by pipes mush F. .vet M •woe, wank e/d" to be sy■wt•kical •t..-;-�-.� be deducted to obtain true quantities. For tNets of different depths odd or subtract 032 cu. who. Ip•alwd wi OWN ft We" r a N skewed r eearde"a ilk yds of concrete for each foot of difference in depth Lwhwd pftt tlrt. The cIs al k""r+e•e end I+sM ee eiw•r,r, Length of Iron os shown on Sheel I is to be L f 16"9 4.10 lbs. per ft. The •M •dknension sloven on me ,lorword, and Nrrdwww w w.. rw•sa,s ■ M I. ere,oa " fne eri• W M M e.p hilt ewees•ie DETAIL WHEN u•EO n9 Angle specified on Ind prom vela a ADJACENT TO CUR! meo,ured Iron tM Invert of the out soft pips to the lop of IM Structure pion "- Leiyrn M wive ILL Witt, w ewly coo, N sne.r M pMM dimensions We OpplOnmats only for estimating pvrposes and IM actual dimension, WITHOUT GUTTER Short be dN«min4d by the cOnlrOcrur from held condltwns, Wt- itdot '. wed r 4'-d wedhe, beck of b"f is i• a •kte•e 1• teeler- wit" W."eed ..4, Th. n•m may M o-or « coo J. Hoc,. Sheet I of 2 SPECIFICATION SPECIFICATION STANDARD CURBMADROPIINLET - t REFERENCE REFERENCE ��z --- 233 Notes "H"may be reduced until "X"reaches a minimum of 4" where endwaV Headwall to be beveled in as areas except where a conflict with EW-1,1A would protrude above shoulder line. In no case shall top of end- invert or wingwalls occut. wall project above fill slope, ditch slope, or shoulder. Bevel edge is required on the himadwa@ at the inlet and of the This item may be precast or cost in place. cuwert I where the now antes the culvert !. All cost in place concrete b be Glass A3. Far precast See Sheet 10102 This standard to be used with straight crossings and all skews (O° to46w). Headwall at the outlet end of the cuIvan may be either square edge or bevel edge. �- -- -- ----- L -- --- - - -� Sher to be beveled _ - with mortar . S 3W Cherrow •hap be 0 an a@ exp xsed • , Plow, ,� H / FRONT _ � c _ as not b. rim r,vert ELEVATION Note: On shallow fills, where erldwalls oro I' ar less below shoulder litre, the END ELEVATION top of the endwall shall be constructed porollef to the grode of the rood. e = 1.2s ± foot diameter b = 1' / foot diameter EW-I -_ EW-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21"ar 24" 2Tbr 3 3rbr36 -A B (J6"_- r 0'-�I _.-0'_Be n I`-1 0'-9" n II-3 Oc-11" Is-O" -- , -N I-9 1'- 0" - --- - 2' O" -•_ - I'-6" C - I'- 4� 1'-7e. _ - I'-9_f'_ 2 21i 2'-0" 2-60 2'-9" 0 I`- O" 1'-3" I' -a' 2� 6" F H U-6_"_ -3* 4'-0" 0'-8" O'-8" 0'-9" U-9" 0'-9" 2' 11" 5,__ O" 3'-2" 6' 0" 0'-2 1/21 3� 9" a -ON 4c-3" Id-0" 4�9" 12=0" L 03' D' 4' 0'-4 1/r b 0'-i t/1' 0'-1 ua• or-1 1/2' o'-r 0'-2 117 o•-3- CU, YDS. CONCRETE 19 47 GMT 0.2�41�60.492? 2 0739 1.398 2.98 3.945 a 855 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"xl4" 3d'x 19" 34"x22" 38"x24" 42"x27" 45"x2gr 4$x32" • _ A 0'- B"_ if-2 " O' 9" 1'-5"_ OLIO" 1'-6 " 0'-_ 11" 11-80_ a'- I I" I'- 0" t- 0" (-Go B 1`-9"- _ -low I'-IIS 1'-1 " C 11- 'r I'-11' 2'- I" 2L4" 2--5" _I' 7" 2'-8" 2-8" 0 1'-2" 1'-7" I'-t0" 2-0" V-3" 2f-5" 2f-86 2LiON F 0'-8" 0'-8" 0'-9" 0'-9" O-9" 0'-9" OI N i Ha 2- 10 3'-3" 7'- 2" 2=6N_ 0'-3' -33'-7"_ 3'-9" 4'-0" 4-2" 4L5" '-7" L 5'- 5" 8-_6_" 2'-10_" 0'•d' 9� 2" 3'-2"_ 10-2" 3f-6" 0'-4 1/2' IO'-I I" 3-9" 0'-4 1/r 4'-1" 0'-5 1/r 4'r3" 0r-6 t/r S I'-11' a 0'-2 11/r -o'-a' b 0'-1 1/r 0 •r 0 -z 1/2' 0•-2 1/2• 0�-3' 0•-3' 0'-3 1/2' 0'-3 ter CU. YDS. CONCRETE Ca>c 05 Ije 1 236 t 500 1.811 2101 2.512 2.801 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE - 105.04 VIRGINIA DEPARTMENT 302 d TRANSPORTATION t01.01 �711 5 M J A'A. o .A A ' • _L The bottom of the curb and / - _ _-- - ------ - - - gutter may be constructed parallel to the slope of sub- 7 surface courses provided a " =t 2'-0' minimum depth of 7" is mointoined �' -'- requ'remerl to (with or ,rthout buffer strip) ochieve a 12.1 slope NOTES This area may be concrete St'd CG-2 - ---- ---- - T-4"--- -- -- ---_� Curb romp to p De close A-3 Contrasts with exposed oggregde iniah of the option of the contractor-� p lindowed S iece to b or CG-6 - ---- _ _ -T--� -4•• - _- 8.33■ ""�`' Romp aholl not exceed a maximum slope of 12.1 This shall be design When mountable hl urnished I� >�an ed ends. C_ --�- - Curb romps ore'to be located °s shown on the plans or oar directed by curb used when combination curb and (gutter s Flanged to _ _. tha Er str They are to be Provided d irdersections wherever an occessrbb route ® within the rgy,t-of-way of a highway locitity crosses o speed is greater than 40 MPH on used, the Slandord Entrance Gulters or Standard couplin adapters cwb re gordless of whether sidewalk is existing, proposed or nonexistent. They from Qhtlroys and 45 MPH in Rural highways Connection f01 Sheet Intersections ore t0 have the mountable curb conhgurotion incorporated provided at both pipe connections SECTION A -A This item m be ay may be offset pedestrlon crosswalks as shown an plops or as directed by the Engineer, but should not be located behind veMcte stop lines. developed Urban and Suburban Standard Stone Bedding precast Or Cast in place Existing fight poles, fire hydrants. drop inlets, do will also offect placement. or'Sas. Curb romps will be measured and paid for of the contract unit prices When this standard is to be tied into existing for Exposed oggregule sidewalk, complete -in- ploce barrier curb, the transthon is to be mode within ' Slope 12:1 Maximum Curb/curb and goner slope lr anslions adjacent to curb romps are included in payment for curb/curb and queer. 10' or the change in standards mode of regular '"On�a •`3��'. o.aio:- When used in conjunction with Stondord CG-3 or CG--7 the curb tote on Opelmlg5 -- ------ - -' '-' - this Standard is to be adjusted to match the mountable •curb corifigwdion. • Treatment where width of sidewalk or sidewalk space is less lhon 7-4- SECTION B-B ® Accessible route is defined os a continuous unobslructed, sloble, firm and o•o. Limes d Exposed a sidewalk slip resistont path connect+n all occessible elements d a focility, tho! con P aggregate be approached. erdered and used by persons with mobility impoirmerds CURB RAMP �� (PERSONS WITH MOBILITY IMPAIRMENTS) sot 203.09 VIRGINIA OEPARTWNT OF TRANSPORTA" 504 201.04 ,JOB NO./DWG. NAME: r'5004-DET dwrg' � H a by ckd. �p L F L Note: Comb curb 8 gutter having a radius of 300'or less (olong face of curb) sholl be paid for as radial combination curb 8 gutter COMBINATiON Ott CURB & GUTTER VIRGINIA DEPARTMENT TRANSPORTATION Isf CEM DATE: SEPT. 20, 1995 0� p Gilbert We Clifford DESIGNED BY: C.E.M. C.E. MADDOX, JR. z C3 CERTIFICATE NO, DRAWN BY: D.S.F. `' 7091 � Engineers - Land Planners - REGISTERED 150-C ❑!Cie Greenwich Dr. PROFESSIONAL Fre�ericksbur , Virginia 22401 APPROVED BY: C.E.M. ENGINEER g 9 (540) 898-2115 This item may be precast or cost in place Concrete to be Class A3 if cast in place, PSI- a000 If precast In the event Ili w4wt of the autfall Pipe 's Ngtrer than me bottom Of stye shuCkWo, the in- vrt of the structure shall be shaped wen or m.m ma•tor to pevem STANDARD CURB DROP INLET 12'--30° PIPE MAXIMUM DEPTH (H) =8 VIRGINIA DEPARTMENT TRANSPORTATION 104.10 tp walme 1 structure. watr m 1M atructwe - � A•4'-4i12=ilea M�e1 s-3`-o'D2=ss'P1pe1 PLAN A-4'-10'142'Rpe) Steps ant (COVER REMOVED) AL 4 b1 provided e•J selorPlre) when 'H is 4 - 0 or Greater. Fa step details as Sold ST-1 . Cox cow, - (Foe rktoib sM slael 20121 ■ 3* & so ar wasp hits vdle 12 • •...� >� ti1Z plastic flordwen cldh IAt• Insist, o g°Ivanirod steel 5sv wire, rainirrean wie ft 0.05 .....e hen, `or"fiai cloth anchored t to atftsids of strucMs. 1..x.a ( 04•dep0t oligno se x. 06e,»r6,arwe i i .•ti I I . 6" weft,. SECTION CAST IN PLACE FOR USE WITH 12 roar PIPE s Claim A•3 come% k be Need. MMW#M do& 1110 tobell s P6"uil 12' IS' Ill' 24, 30' 3s• ♦2' _awe+_ _k_ x•a r3t� r-r;l� s'-r r-7� t.r .'-y Co. 947 1045 1143 133! ls3a 1.731 1827 DI - 7.7A . 70 PLAN weep No10 !COVER REMOVED) rekperedt� IFS eMods see sadst 2N2t Litt Mmit, . --.Weep Hole H s-■r fps reQufred) o-UR tam. a I For details of Precast Of-7 nwl Hawn hot -son see Precast Unit Assembly Diagriam, paps 103.07, Precast General Notes, page 103.02 and Applicable Precast Baer, Raser and Top Details, pages 103,07 thru 1013.12. RECOMMENDED MW4*AJM - HEIGHT CHART ME H alillEt4.10N -firtr _ir �_ x -fir r-tr it •r W r-r r•r 2r V-10 IN r ar -ar r� fie• _ r• valrr 4••tr InCr•etenr ptr teal fir odalnad ewe a 3624e Ida.+1trso"Pipal w0410 c".rse N.-Pipe) Rardorcing concrete tooting may be precut or cart in place. Two 1.•AJT liking houks of fabricators design to be provided in paces, looting, of -7 - No gutty ---- GENERAL NOTESbraemenU rhown ore b Inters without p+pare. Pipe OIIPMsilSI•ill•f•1N►bil q-7A - $w,qk gutty strap Mop rikl a on ° graft. When spacrtNrd an plan IN u,verf a to be stomped inaaordoAce wish Sit drdvcled to abloin true tfum,tinit p-7B -- Distills gutsy tdriln trap tdf r a eoq ttetwew two podq. I Posed dhahee are so be tlaraltawd k mess Will !•Rr N !dew In nil.. Pei. Safety Stabs are to be provided at & minbm■n sere 12' mexhnum TN lyPo of elk! dNaded tlerili to N constn c1,,d will Nat IM oplion of fa details of caaoeet tour, col or and graft, and method of plosrrg appsa4r vertical intervals and are lu be opecW eo as not to confect with air conlracla. - - gutlw see sneer 2 012. openings or pipe as directed by the Engineer. SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLIET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATIOIN r-- Sheet I of 2 104.22 C4-s �4■� 'R 4 ' r �' • A' , A , in A . Y : A : : 4 a .'- • e ,. .A . •gyp., ,. ••, ��:; '.I: .•,� ♦ �' ', ' Ai'The bottom of the curb and -- - gutter rnoy be construed parallel to the slope of sub- surface courses provided a minimum depth of 7" is This area may be concrete maintained. 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 f3 suburban areas. Note: (Comb. turd 9 gutter having a ro*A of 300' or Ins (along face of orb) shah be paid for as radial combination curb 8 gutter. This item may be precast or tout in place. Concrete to be Class A3 If cost in place, 4000 PSI if precast. SPECIFICATION SPEGIt Ik:AtIVI4 /� QQ REFERENCE REFERENCE COMBINATION 611 CURB �.7f GUITTER 105 105 VIRGINIA DEPARTMENT 502 502 and Associates, "'c- 0 TRANSPORTATION HARDEFS r,-j MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER Surveyors STANDARD DETAILS 200 North Cameron St, Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA 2011.03 afse�ra� scale SHEET 9 OF 11 _ --- ------ i. TOP OFF G(. WC.• �' F' 1../ T O *, ' RAP NIA �+W_Ap * /1 IY1fr- ACCE�'!!� PL"4.Tf" 1 t I � IIt • TO 5e, L,J591P \V 61 elki f I I � Pi � � 5P^. G I h.1 Gr •. 6 l • � /2" M�'1'�t- d � . 4' _N 1 4 FU P`, �.J D I E Gv►N p41'�'.T-- , Q To/ PROM P�w�— ►J !+ �t • � . h 4?' ' o 1 ,'I was Lea �,�,,,�GT. �ONQhJIT z'a �� r f _ ' J ,� • .. -- ! v I`J T 3tE 51TC.I4 1� f _ ► 1 ' 'Y/a r�D L. I H T P& ; to). Ll P.L I T C�TA I O 2. 4 O IZr N -1 � ` '�i C-•"II 1 T' /:.�i-=�J\'✓hE /� �'f�,lr►I� '$IGN ,I�NCr•Ipi.. F' _ - I J f'UF..I�c�Icl._ �I(i %'I ,'-E- i �' /',.1. �!�ri/-/t'. .✓r74•16Z•� I -C) /I!I-IFIF'�;i \V/ 141.L-4� �tE U • J tN •' _ PIP ,511,"0�'T' ! �JPYLIF_P P3Y,p 51�.tJ POLL •J MFAW, F,M 7� iti iK�l,►' Tr.�a�' i�Ci�:.P o. .01.— 'TIO►y -I 4/a.5C PLAT �'-OI15Q. TS 12XZ4X,2.50 f' • DY ,�IGrN WIFGh+• �R T p IJMIC-04T :30 1ENTGF�, �,xIT, T Dati1vc THF,u ► oKi-5PNIN50LI"15 1A DIP�E,LTOI~-y P4OUT �FOUP% I'b/•r" x 4'•G ; 0�D E �:. - TNA.N K You • v " L. W � u , A-T 1 v N L•CF"T FIN. GP'�Ci.G�E RP,0JF.C7-1 49t,4 '' "• � -�' 4 i 4to LONG, Z.&. �Wra) iE4 2' O 01 �T •R D I /�, Ivl G"i-�.1�4 • FOUND/"r1ONJ wN on ' �,~r�. N • &j C. �IC�N 3r �,I p��\/I��V �OQRD "IT9 Cr I- 11,_ F 'P. f':.'t' 1 ti ..-T.h.It, wHT �i1..OW x iG•�� l.c)f V, FQUt+ 0A" >> >> 7 ► ON F�/A . L�"n QN .5 SIGN B 6 —mow REVISIONS JOB NO./DWG. NAME: "5004-SPl.dwg" 1 H of no. date description by ckd. �Q DATE: SEPT. 20, 1995 0� c DESIGNED BY: C.E.M. x C,E. MADDOX, JR, z o CERTIFICATE NO. . DRAWN BY: D.S.F. 7091 REGISTERED PROFESSIONAL APPROVED BY: CIA, ENGINEER SeE - Pe TA Flog, f;0u t4c SO I� t4 I'5 460 iiAt LIS�'� L.-UMIt�AIR� � Mv�JI•17'IrIGj HI(A ME%L1RF_ F xTUWe 'TALI- To iU,vMINATF- 1V1Ar4C-AKR- M E-TAL NALA cam• (M N) F IK--5JF4',) TO ILLLJMj W TN M N I L1 �! �I LL GIE Ghl A,�JAGEt,J"j E RT1E1�1 - TH i,, bllOfRK" c.)�4A LL OfF -Try r KE•',;F�1 [:�I UTY ::�F- -ME I �T- aw i t4 car;-r Tc .. T H 15 TO ECDONE AT N I C;HT. J1 [f. • ✓ , v6l FY "AT 8 c► T� AJIT�4 rLArl, YAEP Ll NT FLg�V�A10�s_ i oT To 2 ��=4LF H• , Tf:-, 5 1 f.�1•,1 t� AS e 5o 0vi,t if fMDPJ .t el10 ,,- 60, _ Z_ 16 .51l_ 141+1;lt4) l V e TM hi U �E•P�V lt:,� _...;.� � -.� �• =J -r:. � `,. i��� � =� "IFa�1. ' ►' Ili r� . I 31� I S4 SIGN "A+ to Gilbert W. Clifford Engineers 150-C Olde Greenwich Dr, Fredericksburg, Virginia 22401 (540> 898�2�15,,,t SDR 35 spigot SDR 35 spigot by gasketed SDR 21 gasketed I I ? I bell 450 bendbeg adqxer IOCatOr Pao -1 t tL .�A Q "I r •=e. '-` Ali •:jry. • °`H `£:. i:i+' 6y''�'s� . i!tei • 3_—_ q. ' . • ' n ' f: :s:oS' ,Y'i.3:Ek1•N'izi i°"x' rg, '�i 'i >a lid i�°;`i�iis:x:,: E i� :,.>:•rs .:;:!ej:;::iN g i" ki�l� �l,V,,:;•3'f°• E;rf E: rninkminn i SCH 40 I solvent SDR 35 8"x 4" _SDR 21 gasketed weld cap gasketed bell wye pipe and fi tngs property line 1 1" 36" rnin. cover GRAVITY SEWER SERVICE LATERAL Figure 15 I r I, 0 N I `1I I Q C� r.EC IrILLZD Z517EEL PIPE - 4' 415JVa �I�o✓f�l�. 2'- (-" C5tCL0"V. Pt- I"-T 4' with ed green e and Associates, Inc. Land Planners Surveyors 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY 5 7 L top of manhole at grade in pavemem areas unless otherwise directed 1'-6" top shag be set Is' min. above grade in easement areas square slid pad 6" thick— contractor to grout manhole cover in place 4 Dohs (314" dia ) adjustment rings (11max) concrete A5TMC-t 50 j12' 4000 psi or 16- (typ ) �}' pioneer 301 mastic applied between joints and on exterior We of joints prns are to be sealed with 'O' ring gasket -- Z- variable 4'•0• LD —pipe to manhole connection to be by flexible sleeve invert channel to provides 3'-0' rtun. smooth transition in to out, for all connections 4'-0" max z 0" max. _ grout bottom of manhole r.v::.• top of bench -wag :; to form channel r ; r5ri::•:; :'' :',; • same alev as ``..'`. !'•:,+::j.:it;ti:• top of pipe W bedding stone — -.--+ ;r4 f �M ; fY��L. �•} ti.�. �}ti.� 1 +, , }� !' i. NOTES 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation 2. n adjustment elevation exceeds two Enctws use concrete adjustment rings with a exterior coating of bitumastnc water proofing. 3. Final slope adjustment of manhole frame may be I by shims and non -shrink grout. 4. Skid pad to be placed around manholes located im shoulders of roads, S. Flat top casting shall be used on shallow manhole (6 ft. or less) installations sanitary _ sewer main STANDARD MANIHOLE Figure 12 ji cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") finished orade Panella Model PA6SV-CSK IV) l___ square concrete skid pad 1 20"x 20"x 12" deep i aggregate base ( depth 3" } cleanout pipe —SDR 21 45° bend wye 6" stone bedding NOTE, Where length of service latteral to exceeds 75' a cleanout assembly shall' be furnished at the property line SEWER CLEA►NOUT r HARDEE'S rj MOBIL OIL RITE. 50 WEST CONVENIENCE CENTER scale 1" = 20' SHEET to OF 11 VIRGINIA :. .����� III► - I L ! G II�� II II II , 11�---,•—...• --- ---------mil - — - - MET.&` --ZAa'TEt, ' ! � � I I ! I) { REG •Y�OG=.L..OT� i { t CC)NC(�TE F�',r-,T ►..,, -, -- �I I I y I• - -- -- �{ I �� I I I I ► 0, 4Tt_P0:4TS-EYtEDEL �'- 0, ! I I IN lEj" CnWCRETaE FrC)_nNc� ► T c 6-n C-4T 4P 4 94s_ H C,pT F _DNT EL 77 no. I date l� I (I� _ll �I �AA Om T THIS PCR'TION 11 OF \V,6LL W H E44 I ptJMPgTER�`� � I ►�► ��af!`A�Jl.ir.D I I� i etc WW IN-T II II c u ' i u M `SEE �iTE f�LL►�. .:,-li 10-0 4 10 '- 4 2 2-IIt, FOR CC�NFICy��R.aT�l�ry QF PIPE C OL.UMCy �.a-rR- c,d-rQ i• �v'Gi" '. STANDARD DLJM1-DnTER/1_JFILITY PL'/_\�� "f- IN/ cl:PT!(>N41-17UMp�TEF� 2 WHEN SCE i L -0 Of-J C�7vEh SHEET' REVISIONS JOB NO./DWG. NAME: "5004 -SPl . d wg) H description by ckd. - Px �F r DATE: SEPT. 20, 1995 o c DESIGNED BY: C.E.M. i C,E MADDOX, JR. Z M CERTIFICATE NO, •-. DRAWN BY: D.S.F. L) 7091 A REGISTERED PROFESSIONAL APPROVED BY: C.E.M. ENGINEER I X It T4 <i t;tI OIN4 Fn � C n►�F Ic, ., �ATI�JN 51DE- ELF-\./ATICN C-,� N f , I~I~L \VHITS 5'4 ' '' i,- "4` 7.4 r i�tF3i C1l,rQ,S�� t CX��1N�1 ' Z Zx4 PLATS — �L )46 FA�CIo4 004RD ;C,- r'L_,tvF ^ IxBt=,c�cla �c�iFD IxB�/�5C14 r.C�at�.PCToT'EP�) I ToP>"�►r�) -� tFI".K4�.d}5 oPa I�jr-ys P., I X 15 _T :::)iDiNG — 2x4�FuKr2, ►.1C-, i ZIT TAL H w `4 01.9 1'�'FE1LT- el '`'' FENCE 15'FELT IIJ�FCT x` AFTER :)C"F_IJ V E. JT ZX4 ,-,TQP cL t�Cs T�'C, �IGI►.lc, X F� Lam► R 1 Y t6oL L S� �5ECTI0�\J Y I X 54 C% .R D _ ALUM, F4ASttlt�t,C, n _ IX1�'F4:�IC, N 2 X 4 f' LQT7< Vrk 4, KA . r txa T6_% 2X4 ::57uQ EXTER-IDIti PLY rt CC, 1= RC N T N,,4 L. L viz Ekpz , _A lnu i' '- / It! :-4 i �o l.._.F.FT 51i F RCiHT 50P 3 �E710N r ,�-EcTI ON S E C:. 710 S 01impf)TEJ;;/lJTi Gilbert W. Clifford Engineers 150-C Olale Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 A 34 ea(A T !� M I Zx4 caul ZdA kJEI I 4,5 • Ih �rsf �5E_G RE LJ17. Z �� 3i MP_1�_0N METAL '_NG- W-) K L, 3 5 td?> M 3'Tl, p ZX47R6 _r" SOLE P LAT E. \►/� II s w i H n I, r' )L_ �. _ . . . . . . . . . . . ...... 4 and Associates, Inc. Land Planners HARDEE'S r,.-4 MOBIL OIL RTE. 50 WEST CONVENIENCE CENTER STANDARD DETAILS Surveyors 200 North Cameron St, Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA scale 1 " = -)0' SHEET I OF 11 3ox 8 • Mt. Jackson, Virginia 22842 January 4, 2000 County of Frederick Department of Planning & Development Attn: Michael T. Ruddy Zoning Administrator 107 North Kent Street Winchester, VA 22601 Re: Change of use at First Virginia Square 1525 Martinsburg Pike, Winchester, VA Dear Mr. Ruddy: This is a follow-up of our conversation this morning. Enclosed is sheet #2 of the original construction drawings with the Project Site Development and Zoning Summary on the right hand side of the plan. The original design was for office space with one parking space for every 250 square feet of floor space. The building has 1,922 square feet, requiring eight parking spaces. You indicated this morning that we need one parking space for every 200 square feet of floor space. Therefore we would need nine parking spaces. The site has a total of 95 parking spaces provided and only 64 were required when the site was designed in 1994. I believe we have plenty of parking spaces available. I am faxing you a copy of this letter so you can release the construction permits and I will be mailing the original letter along with a copy of the original site plan. Thank you for your help and cooperation in this matter. If you have any questions or require additional information, please call me at 540-477-3131. Sincerely, Holtzman Equipment & Construction Gary Lantz Enclosure A DIVISION OF HOLTZMAN CORP. IT Phone 540.477.31 31 Contractor Lic #, 2701 033964A Fax 540.477.3094 At y -' ... .. ;, «'•_� -� i� L�ar.Mi4� i�?1..:1,J'�,�4 } :��.. .ith'r'�' `J7 IG�l - r"fir County l - . : r . _ �°o 0 lvti .1%11111�111 Fire Lane Location - �\ .6 z O Qn PAUL D. NULDOWNEY, .t d \11 49\ / _ -(\\\ 1 1 ZONED: M-1 USE: MANUFACTURING \ meat �to $QU 6 \ \ \ � 23. store Prolect Site DeveloRment and ZQ�y Summan, 17'4'xl2'8' BRICK TRASH 3gg. y \ `�` Zoning. Business General -2 No ENCLOSURE (SEE DETAIL) �4 \ �r I— Current Use: Vacant Proffers 10' ; �_ Proposed Use: Burger King Restaurant AmOOoa 'R A—, 80 General Service Station Offices A \ G7 Drive-Thru Car Wash 27' ` i Lot Area: 2.049 Acres (89,254,44 Sq. Ft.) Burger King � � 30.0' Tax lb Number. 43-(pyo Speaker Menu o p2 00 E / / o CAR o \_- 50.5' (.A To Magisterial District: Gahiosboro High -Rise N 5 % o WASH -----_---- r "�'* " $ Total Site Disturbed Area: 2 04fl Acres (89,254.44 Sq. Ft BL K AMOCO / �/ 6' Conc. Apron _+ 30.0' -- 5 \� �0 r - 35'39 Building_Rtguirtments N s�3�i�Required ffii N/F w ns on One) 45' ---- 12.5'R \ \a ft- y . • _ Front PAIR. D. MUIDOKNEY, .t d BZA VARIANCE CA ' '� Q �/ � � Z �, �, ZONED: " ' NO'S 016, 0161017d 01 �� 20' 4%,'p USE MANUFACTURING j \ - Side O' .8' — o Rear p' _ r iT Floor Area: 8,934 Sq f� 54.38. 'S 15.6' �' I FAR Allowed: 1.0 4.1 I ' , ` \ - 28' FAR Provided:. t0 IRE e - 30. 310' i Building Heights ABowed: 35 Ft. C140' \ b - 1.43' Building Heigh: 6' h4 Q GER t 18 10' I ",' Burger King Restaurant 15,80 N F 2 V --r - i in Han dica Ra Amoco Service Statist l e' Row / C 0 R K ^ // ♦�\\�� ," : : : — HC Ramp yp) P I Contractor t }'1 Stu General Offices 12' AND SEAL ^p'-�„-i z M-, 15' 24' extsting ower - ^ Drive-Thru Car Wash 16' USE: vuwnt / a IN tters , s R e I DOW A SC7ttn Rea - B-2 to M-1 G� K G l"e.. � 5'i� R 24 I � i11i�tIi�13I1! _ - Buffer Distance Required: Type 'A' Buffer h / BUR;. _ Handicap Romp emoveable Temporary -�- Ii ce \ \ r _ 28' \ Buffer Distano9 Provided;:10' landscape easement area. 6' landscape ' easement as oncrete Type orrocade ' - �8' 8` �, _ 7der -- -- -- I I Screen Required: t a perScrMarch 1, 1995 Planning Commission approval. R ✓�,5 .-. .. - - - / 24• i �� .. W18' 10' i i ; Handlc�p Ramp j \� \ � Screen Provided: Landscaped vegetative screen as r March 1 1995 _— Q (\ \ l o' Planning commission approval / `%sue /j 18 / 5' � �' '' �--� ptrktna and _Loadinn � Q30' aAq��. � - � � IJ6 7 � 9 18 "E"--'--- ��� Provided o /I� dc� 'Qarn J Required \ - I 'Parking Spaces 64 95 11 3 y p Easement Requ} — 50 Pair Burled Tele Cable o r y -,-Strip ed Pavement -- -•- - - - - - - - - - — - _ - — - "' Handicap Spaces 4 4 PPArea S i� - - ._ .. _ _ .a ®..... , 9 �... _ ®� ` - \L - j ` Load ing 0 0 1 � o / \� \ Amoco: 3 Spaces pert Service Bay plus Retail Service Area a� 0.74' - -- -_--I I A / Sidewalks shall be 4" Ihlck .Portland Cement C ate t I ---�- �_' - ----- i 7 (yP) \ I Retail Senikae Area .120 SF �-- 32,0' ,� s I 11 \ N _-_ —`` Service Bays - 3 r.�_- �, Total aces for Amoco - 15 Spaces ( � j --- N r ---coo--r' `' ----- \ 20 ? Ell j I � '` I 5 _ I Burger King: 1.4 Spaces 100 SF r I 10' 20 1 I PAVED I Burger King - 3,612 SF Lli 0 o I I PARKING �""'1 r - - -i' "� Total otal for Burger Kin . 37 S ! - cL -- --- I I I LOT 1 L...-i I r9 aces 9 P 26' 33' ---+• j 12' -- ZE I I 1 1 I 20 - 9 Office: 1 per 250 SF / z AM OCO I AM000 Letters I I I _ _ EXISTING _ _ I - - -- 4-r Office - t,9n SF ti 41 t® ---rr-\1 STORY BRICK' / _ �, / 24,Total I I I 1�BANK � 1 I � Drive Thru Car -Wash: 1oSOff�e . 8 Spaces f; i 9 (40 I I I _ pa per Employee o l t t - ; I I r BUILDING - I I# \ Car Wash - 4 EmployeesZ�i plo'' w 1 ' i - - - 1 #1521 G 1 9' Total Spaces for Car Wash - 4 28. --- i --- I I i FF- 705.93 TOTAL NUMBER OF SPACES REQUIRED: 64 FH '20------� � T— T- ------ � I }- - - - - -I• - - r- - - •.. _. � 5'R tripped `_ _-------- ----- �gvement I N / F . 65' P CROWN CORK --- �.'• —I-— .. __-_ __ AND s E A L '� \AMOCO Letters I I -1 PAVED Area f J 35' Front Setback _ EX �� SIDEWALK 26.3' t ZONED: M-, 5,R T ' �T' A —r — T -� PARKING 5,R} 15,R / / / O usE v�„e 14' S'R LOT 3 R 10.. 1 I 11, 49.73' 'R i/f;l I �� GENERAL NOTES f .J 20' Low -Rise 1) ALL CURB & GUTTER DIMENSIONS ARE TO THE FACE Ld BURGER KING I I BANK ECATED TING 22' / �OhhO OF CURB (FC) UNLESS OTHERWISE NOTED. i L -Rlse 11 SI 5' A OCO Sign 11- - --- 5®_ -�\ �♦ i I �_ocn--_- i 5 i IR 175.68' r� - �\\ S 67'44'31" W 396.33' 1I 37.44'� -EX 200 Pair Teleph*0 Cable .� _.�._-v_—o` 1� u In Curb _r \ 2' C _Tel -`}���� t \ c` , d VIBE `- \ ---- - --- Tole ------ - Tale----- - ---- ----Tell------i------Tde- ------------ r a'- - le -- - -- —T - -- -- --Tsl� �yc i EX 50 Polr B�rle�ef�e. Rev Ised per WO Commenn 3 fw RQgT IQ \� no date description _ _ — — - -- REVISIONS --- -- 26.5'25: '17 R' Toper w q First Virginia Square 1214' 14 12' /' T4 - - Ex 10' Offset�Ex C4•G 14' 12' \ o Site & Dimensional Plan U EDGE OF PAVEME T a Frederick County, Virginia SIGHT DISTANCE 510' to CL RTE.661 Relocate Curb do Gutter as Shown ti M _ _ - -- ------ --- -------------------------------_-- ----- __- ---- - ----_ _.._ -_-. .__ ____ _ __ -_.---------- _ --- ---------------- ---- -- •- -_.__ - _ _ - _ - - __ _ -. . _ --- - __ _ __ _ _ _ .. - ___ -__ _ --- °� � wg. no.�3121.dw ` jo�no: 3121----- U. S. ROUTE 11 VA ROUTE 37 MARTINSBURG PIKE - «"�..�. drown by. twp date: November, 1994 SHEET 2 0F15 ENTRANCE -APPROVED BY VARIANCE OF PLANNING-£OMMISSI4N -4F- - -- - -- -.._ ___ _ _ - ---- --- -- ... _. _._ -- _-- -- - - - •,„ ..._.r„'°"a uam approved by. CEM scale: 1 "=30' iJl °l' °Sii{i x .ly il� f i J4 t 3` YIl M, HOLTZMAN is £: •.P,11 .,ic::-:_ _4., r I.'_y �.�t^ y '+ i t,parlrcl; pit of PlanpiIrJc, & De .'elop flo"I Ruddy 1J'lt AdoIuistrot A,'ii ,;hestei, VA 1'601 1 i.°h�mc; oi'tt e at First Virginia Square N'lartinsbur- Pike. Winchester, VA fhi, :s a fcil low -up cat our CODvel:sation this niarning. Enclosed is sheet 4eof the`or g'Inat onstnic:cio drawings-w th th I'r*Ject Site Develop-niew and Zoning St. rnmaty oft the right hid If: of"the t�lan. The original , gri was f6r office space with one parking space f4eve<y ; 50 :> fcYet o filoor, space. The 1milsti_t�g has I.92' sgwire feet, rc�quirix eight aarlcic maces. oil t tJ .E.Sted this niorrJing that we need one parking space for eery 200 square fact of floor -► iierefore we would 1teed route parrking space. Thc, site has a total ©T 95 parking ids y fro- 6and only 64 were required wti.etl die site way' designed in 1994. I believe- we WViplenty :rtri txx,tng yc�a a copy , c7l'this letter so v'ou can release ttie constructicm pormits and I wilt W or'giJia l lertcr aloe; with a copy' of the original site plaf. yoru for your help and -cooperation in this matter. it you have any questions 1 i :nil ini.i0rrnatic n, please t'al l i�te .it 5+4 471-313 i . �~ Holtzman F,,quiprnent cYc C�ttstru�iictt, . I r. Er - �ry Enclosure _`L'. NiA v 4 '_ERR. t s • .. _ - Div; C7 E N%A L N OTF-S /Cl/�� PLANT L ST 1, MULCH AROUND ALL FLAWTS t ��; KEY NO. COMMCON NINIME E30TANIC.AL NAME StZFE 2. ALL PLANT MATEQ IA LS (TEES/SiflZJSSN �D 8E CuA RANTEE-D FQQ A PF-K1 bD DF ►-`(EaR. `� FQCM AMER►CNARS0rVIAE T6 'aOccident-115 4-5T � ����� ''EMERAL.D" j• NOTIFY LANDSCAPE ARCHITECT P�IDR. �•O ANC PLANTING '7©3-5dD- 1425. ��2�� �J�2�/ ✓ AUTUMN Fr_AME M,4PLE(...(acev rubru,�"AUTUMN 4. (5t1gS7ITUTIDNS ALLOWED ONL`f DN kPPIZpVAL OF LANDSCAPE APCNITEGT, A;zISTOC PEAKZ f-Irus�ca.Heri co)rA_ 21jCAL. 5, NURSER`{ CONTRA,CTCiK E)HALL FURNISH ALL 1"DDLS, SLIPPLIcS,LQUIPMENT, 71-ANT MATERIALS G!-� �-� �—�MAPLC-)✓ REDSP r- 7 CO M PLCTE LY I N ST/S.LL ALL N U 2SE1~-� STOC.k., ( COL02ADO �LLJE 5PV-UCF- Ficec, Funyens WAX • 5 �� , O � � � ' I'' KEDfetJD FOREST PANS`r"r-EKc-15 C21n�crsls -7 Cv. ALL FEES � SHRU8S EXCEPT THE SEEN RAM-tNGs} SMALL BE HAND P Ax T?J \�y(a G� % l J " 4E' -rC UTILITY Qes LINES, Q�p.\y� �o ` ��a>=��� FOREST PaNsY" �� R �-,. ✓ !` J ICWA►�sAN HERtz�' Qrunccs �errkla��-7 IJTIL;T`! '�NIP4NIGS SHALL fir_ Nam; �'_� Fr-) TD F,LAN-nJG �� � `14NANsAn" • O� INLET \ P C S� �, �.� �,� MpPi£]✓ S` / I % I I�jQRwt\--f 5• Eu—E .. Pi er. o-bles GI ��� i2Y TOC' -{ \ (CDs R C o s ✓ 3 OCTOSEI; GLORY MAPLE Ace►- Yvb YVM 2 CA 1� sTDRMD (�I N� R?GNIOOD CornuS r lc r�'cic� 5� R^I N z� ✓ I VAR, ry i� " �GQ,��N ✓ �� N v AUSTRIAN PINE emus P ; RE D5 PI RC PEAR PYrus cct"Ilcroan,:� I �, -t � � ✓ r1�. u � i J ✓ H� LS O RED SUNSET MAPLE Acee �.uj�rvrv+ 2CA:. -lox�\ r,� l /� 1 Z �, it S�►NSET� D �/ M�TE� \ / UNIP C, i' SWEET G►UM Lic�uicbwb�►- 3timc'��I►,� '� i PC1 )F DU 3 % 7 I I RO ESU STA, JU N I PEA Sun I pervs chinexsrs 5 ,- u ,J I Q �'EDF�uO C'rc15 cQnadcnsls G C. '�Q �" LLD �` 0� ` ✓' (DO6Woc)t��1 p 3 WHITE FL4WF-ZNGw COrnUs Flo,-td4 rt AP i q ,���:�"' `�, � ,� ✓ �� ✓ � `cam Zit t rJ - --- tv cue PARK. t_c�T�. .�' ;' P✓; S>� { BUTTEP��Y BUSH Buddeil4 da.uc�dli 3��A� a�r� ✓ ,� �,�'t'2�' C COMPACT FSURMIN4 SUSu Euo r►,vs ak -+vs -!E Ca j ��' �+^� /,.t 5 I ! F� 120GK CCT0NEA5T=2 Co+ohokstelb-i✓. f - ---- -- - -----_ - --� J j CONG 1hi.�LK (DZc,6fl h zonficzll s �' EA I QMEQICAK AiLBo�VITAE Zhv,ja occide►+talls 4-�� It E M E>`A.L V„ GOLD MOP CYPRESS Cha macpa{Gspi s4fnr, I9-2g C'� ' uc �,, n E1 �Q 9� 1✓ �2�D>3 t��✓ HG NENRi GIQKUETT 7-tea-vIv ,Y1I:� Ig-Z4 s HEN EETSQII;E. R`( GAIENEIT I (iuw I P�IZ) WAT E CONTRACTLITTLw 4Tj E PRINCESS SPIi~AEA Spl✓ Japortcc� 3G/�trMETES ✓ �--,l I�E'i \ � 1� lut �_ Mt uUHo PINE pl►'{Us ►tituaho � Ig-z4 � J I C (MRPLE) ' I YAK• Pun,'Iho �ApLr) ✓ ► `� T C --b ✓ � , P ND HEavEN L`S Bi:M��J Ntz c�dln� L4v nes+cs C ��Q i n J Rcv3U�� '-~ -:_ MpPLc ✓ M6,4cR1 N5 0 N EST Sp{~v c� Able a ' l I �rr�is' FEE EE NYD>rA N � EA H dran ea n(eulG-TTr Ig-24 .,,� � Q._ � ,% celoc�c,� `�` MaPL.E ✓ 1 ✓(D Md �� (NE: r, --- ,r`ypRvC�� L�.3AN(<.. I E ✓ \ P� �i PI J ✓ ❑� I PRO GUM r,�E►.is suNIPCR un• procur>^�ns 3-GAL ) - ✓ _ It mna =�62RED 5.A;gEV-TY Berber, s thvnbe►� i IgN" hOW�LL YDANA �crcn(UNtEN cca var. Ign-24 ;�✓,/ -'C�( 51 -rkLiNTON `(E.W TcLxvs Y�iZ, IS-24 ✓�i1 ✓ y ,✓ EtTkUNTON ' I� sz I I SARG, E NT I I JUM PER Juhi Pervs Gh�nemig (,At_, ✓I' I t C `� S�� `"` ✓ ( ✓ °° VAR,"5ARGCHTI i r SIGN (9 V �'7t- bt�✓ G� a� I q RT, ii /P-T. 37 M ARTI nSBURG PAGE OL A& 0 -�ORRE:�t�s`s 12!7 =; Izlii - 6'- T9EE� NA YE.D -TO v1EN1 Lan scap� flan SCALE: = — BY: DRAWN BY Goo. H.RDSF- DATE: /3-95 L.AND5CAPI- A A RGI+ I TE.C.T _ First VA. Square FOR DRAWING NUMBER WILLIAM HOLTZ.A-N/ Wn1295A Y December 26, 1995 County of Frederick Department of Planning & Development 107 N. Kent Street Winchester, Va. 22601 ATTENTION: Mr. Evan A. Wyatt, Planner II Dear Evan: Enclosed are two copies of the final revised Landscape Plan for the First Virginia Square, Route 37, Martinsburg Pike, for your files. I moved several trees around as directed and changed species as you requested in your December 21 letter. I also revised the plant listing for trees and shrubs to update the numbers of plant materials. I greatly appreciated the opportunity to meet and work with you. I am so impressed with your thoroughness and suggestions for improving the product we were trying to produce. I will send copies of the plans to Mr. Holtzman and the General Contractor as directed. Thank you for your advice and very good direction. Sincerely, 'H V// eorge H. Rose Landscape Architect 75 Perry St. Harrisonburg, Va. 22801-2713 Enclosures GEHE-RAL NOTFS PLA�1T LIST 1, MULCH AROUND ALL PLANTS 2, ALL PLANT MATERIALS (TWEES/SH'RUgS) 70 BE GUARANTEE-D FOV- A PERIOD JF 1-YEAR- FIzOM PLANTED RATE-- 3. NOTIF�C LANDSCAPE ARCWTECT PRIOR- 70 ANC PLANTING, 103-540- 1425, 4., 15UgS7ITU710NS ALLOWED 0t4L`f ON APP1Z01v'AL OF LANDSCAPE Azctg1T4`GT. q� 5, NURSEfzY CONTRACTOR. SI-IA! L FURNISH ALL TOOLS SLIPPLIES,EQUIPMENT; 71-ANT MATER!hL�� TO COMPLETELY INST/S,L_L AL-L STOC-K-, �N �A A E S � SHRUBS F-xCEPT THE Gc-�EEN PLANTINGS SHALL BE HAND PLANT5D Co . A L L �(R E � � �N -PUF TO UTILITY LINES, 7. UTIL IT"( COMPANIF-S SHALL. tE N07,fIE0 PP40R TO PLAt\J-D (G �v�� - INLET OF 1�NY :i ZSEQY <ZTOC',-. I CAR cc. \ RS WAS P. 1 N. N I. C. i U. S. PT. 1i / PT 67 M AQTI NSBURG PIKE j I T-2 EIF— S_ ,cog ?I Amc-RI,�:ANARI_';OI`VITAE -T1)Uj4 Qecidc,ft-I!5 4_� "EMERALD" AT 5 AUTUMN FLAME MXFLE Acev rubrulv) "AUTUMN (� " FLAIM E\1 AP 17 AI7,ISTOC9/17 PEAK PYruS CLLHer� �hC4- p1ICAL. "IZED5PIr-E 1 85 �-- .�.�(-O�DO F�1�.1F SP�U�E P�cC'4 PUl7�Fn5 IAR•rjI Iat,cc, FP ,7j REDBIJD FOREST PANSY CEKcu5 ca.nac?e"511; (,--7 "FOREST PWNsY KC �i KWANSAN ._NF><�'Y P►ur.�s �crYkiai4 -7 IKW�tNSAN" 1�A t�iO�wAY SPi;UCE PI�eK abler i G 0Gr ? i OCTOBEP- GLORY MAPLE Ace►- Y�jb,-v►'-, 2"OL "OC-TOS Z 6-LOC"Y PD 3 I P(N� R7GVVWL7 CorruS Icricici 5� I VAR. rLI b ►-� PN ! AUSTRIAN ;>INE Pirlus ri15�::. 51 KR 3 2E D5 PI RE PEAR PYYvs CQJIF-?an':� (o-� "RE OSPI cz E FRS Z I RED 5U► SE.T MAPLE Aczr Vu6rvw1 2."CAL RED SUNSET 5G -y III S WEE' Gl1M L►�uicl�r+lxY �"yrac�'i� 2" c, R7 I M RO 9U S TA JU N I FEZ perils chlnehsrs 51 "RDgUSTA G2EE.N u cc 9 f F,ED4UD C-erCls cana(4cnsls 2C. wiD 3 WHITE FLOWERING C ornus Id4 G\ —WD i I ' 1 DOG k/00 D MP i SH RU B�� — RP i gR �% BUTTEf_FLY gUSH Buddel14 dauad; i 3-6Ai. C g 4 j COMPACT FLURI`AING SUSu nynousaia� Euo��� cvs //{ "W rk c I Jb — wC ! �µ 1 7 ROGK COIONEASTFR C0+0hegste ib-18 I horIzoil toIIs t P EA I AMERICArN ARBORVITAE Thv,j4 occldeMtefis 4-5� ! E M E.re%lL p" -- I<C. GM '�� GOLD MOP CYPRESS Char„�CPQrIs pts4�c u 18-Z4 �--CC HU tp i HEKR`( GAKWET7 Itea vIrglhIc, 1S-Z4 5 WEETSPIF-E "HENR`� GArNETT LP 43 I LITTLE. F"RINCESS 5P(P-AEA '5PWAa-- Japoh'cc,- 3GAL �C- mp 7 MaGHO PINE ply')us rnugho 18-24 VAiz, Pur„'Iho MY 2� I MYE�S `(EW Tccxus cus(�ida+� 3�O„ ►— PU " MYERs'' " EXIST, �eTRR ND 1 I i HEAyEN L`S BAI�a' -7) NtzI-)d Ina �iome5+fc4 '.& o�c NS �� ! (VEST Sp'I~uc� 4.{�Ies "Nicllfprrnls � 12-16 P(� 9 i PEE GEE rIYDZA N6E..A Hydra"Tm F-t:;znccuV-714, 18-24 i ! IGy-aMd4-Icrci" 4 PRO CUM P ENS nINIPER Tun.If�� ►�ns 3-GAL, R g I Z 5 RED 5AR9-EZvY Berbers thvnbe►q" 18� 24" -- C, SN w 3t4OWEALL HYDRANGEA cvr, N-�dren ca ct u SN� w 3 ►� Ll... 7`( TAUNTON YEw Ta-xvs �r�tz, 18-Z4�I I'TAUNTON" l S T I I SARI E N T 1 i TuNI PE R JUh'I PervS Ghi nenyi5 3-GAL, V," jARci E ►4TS I AV- 7- 114 Ar-CDVT% Yet/DEFT. PLAN. � DEWLGP. -CQRKE<�IQr. Z/? �, i2A1 -,TKEE5 MOYED -to VIEW W G E H ERAL NOTF'�-- PLAT DINT N T 1, MULCH AROUND ALL PLANTS, 2, ALL PLANT MATEQIALS (FEES/S4IZC1gS> TO BE CUARANTE.ED FOV- A PEKIdD OF I-)EAfZ FIZOM PLANTED DATr- 3. NOTIFY LANDS. -APE AR,CNITECT PiZ►DP, 70 ANC PLANT►N�-703-5d0- 1425. 4, SUgSTITUTIONS ALLDWED ONLY CAN APP12OVAL OF I,ANDSC?JPE AP-CtNITEC-T. 5, NURSERY CONTKACT0P SHALL FURNISH ALL TOOLS, SaPPLIES, EQUIPMENT, 71-ANT MATERi,kt✓� TO COMPLETELY IN(5T-AL ALL NURSEPZ' STOCIL, ONE Cv, ALL -TEES � SHRW3S F-XCEPT THE'�;C-i<EEN PLANTINGS-) SHALL BE HAND PLAN7t:D 7Urm- -TO U7lLIT`l LINES, QL� P DPP '; UTILITY rpMPANIE.S SHALL gr- N07) WIE0 f P40R TO PLAN��G � �j�� E INLET i S OU�CC RE, E � \ j NON C� WAS N_ �� µ '71 AMERICA N ABt?$ZVITAE TlujaOccldcxr--115 4->j �IEMEKALL)" A 5 AUTUMN FLAME MAPLE Ao�-ubrum"AUTIMN F L AM E" AF 17 AtzISTOCRAT PE&P, Peru callery�n� 2` CAL. "REDSPIr- as n COLOPADO PIGe4 Ft,;O�Pn5 VAr-• � S FP REDF-'�UD "rrDRE57 'PANSY CEKC15 CQnader51s ,3 FOREST PANSY' KC KWANSAN Prkrc,s -5zrekla-ir, 0-7' PA NQP-WAY 5?l;u: E P�ceti ables G 0C; OCTOBEQ GLORY MAPLE Ace►- YubYv►" PD 3 I PINS Poc: VOOG CornUS �Icricic 5� j YAR,'i'vb►-mac. PK AUSTRIAN KF> 3 fZEDS PI RE PEAR PYYvs cr�ller�an� (o-� "REDSPtQE RS 2 RED SUNSET MAPLE Acer i2CAL "RED SUNSET l 5G L SWEET GUM C, - i R�' I RO BU STA SfJ N I PEA Sun i pert/s chinexs�s 5 1 "RDgUsTA GPr E.N CC 9 KF-ve>u D CerclS C0.nadcn5is u 2 C. I WA 3 WHITE FLOWEZNG, Cornus -Flol, {d4 6� —FP i S15 5 BUTTERFLY BUSH —l- DuddeII da-vad, —3-6AL C 13 44 COMPACT SUi2NIN4 SUSu +sc-la4us Eu/�o�^n11�tlr-v Iifl81 _4 1 'I WII'y�T c I U Jp — wC GI-4 7 FOCK COTONEASTEV- Co+r,hekster " {`,-iei h or I zontoI I s -_F.-- FA i AMERICAN ARBOQVITAE. Thv,ja. orcide►t-des I 4-5 — KG GM ' GOLD MOP CYPRESS Chamcicpot r,s pls4�c IA24 ` I -��I�Scrci HU r GAK�IETT -24 s wE-TSPt7-E "NENR`( GA -ME -TT LP 43 i LITTLE. PRINCESS 5P(i?AEA '5piYAP-- Japohicr, -SGAL OC, 1 MP 7 MUGHO PINE P„')us rxugho IS' 24 VAR• Pur,'il�a j'Ex IsT, No I domes-1cr' 'Mo M�TCR c�c N5 �� NEST SP�Uc� At71�S "iU�cii rr+ris' 12-16 pG 9 PEE GEE NYDZA NGE-A HydranTe" P6nceuV--Tr' 18-24 i6►-aMCI i�I pro" Px 4 PR0CUM5F-Ns ?UNIPER Sin• Procuw+F�gns 3-GAL• p 4,Z RED 5AK6EV- F�� Berbe.r ,s thvnbe►y'i I$- 2q" -- GC SH 13NOW6ALL HYDRANGEA H� clravl cca vctr. I5"-24! li SN�w3►�Ut_ TAUNTON YEW Ta xvs M12, u 18-24 Ilk- �' TAIJ N T ON " StT I I SARI E IVT 1 Jl1Nl PER Juh'I Pews Chinen715 3-AL, V,"nARc E►WTI i AV- C. -- -- -- — C0KRECTlU�1S Z/�� �\ '' '� -� - {ri AcrOV, P. W/DEPT. I''LANELOP. CORKE�a iQr! , IZ/7 �, i2/f l - C�- TKEES M�vED to vtEry BIDCs. U. S. RT, it Z R7. 37 M ARTI NSBURG PIKE y' .A61 all os ti 0�XN4a 7.,o JNV 8i e - - L= 2 _ GENERAL CONSTRUCTION NOTES.- 1. The contractor shall furnish all materials, labor and equipment and perform a// work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with opplicab/e Standards and Construction Specifications of The Virginia Deportment of Transportation, Virginia Deportment of Health, Frederick County Sanitation Authority and the contract documents. c existing ehowever, 2 The engineer has attempted to locate ex st ng subsurface utilities; such may exist that are not shown. The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5 All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by the Virginia Deportment of Transportation. 8. All fill, base and subsurface material shall be compacted to 959 of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 2X of optimum moisture for the full width of any dedicated right—of—way. Compaction in other areas to be 909. 9. Access for emergency vehicles must be maintained at all times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not to be impeded at anytime by construction materials, parked cars etc.. 10. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing proud elevations of centerline of utility, structure or road, and offset hub elevation. 71. VDOT approval of this Site Plan expires 3 years from dote of approval. 12. It is the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of Virginia (Overhead High Voltage Lines Safety Act) 13. Frederick County Approval of this Site Plan expires 5 years from date of approval. DEVELOPER HOLTZMAN OIL CORP. P.O. BOX 8 MOUNT JACKSON, VIRGINIA 22842 PHONE: (703) 477-3131 OWNER BANK OF FREDERICK COUNTY c/o First Virginia Bank P.O. BOX 389 WOODSTOCK, VIRGINIA 22664 PHONE: (703) 477-3131 76E 9 eft rM('#�5a 4 o j IR11 EkG NGE,8 j boo Vicinitv Mcap Scale 1"= 2000' NOVEMBER, 1994 FREDERICK COUNTY, VIRGINIA GAINESBORO MAGISTERIAL DISTRICT Plan prepared by gilbert w. clifford & associates, Engineers — Land Planners — Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 150—C 01de Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 lv. SHEET INDEX 1 COVER SHEET 2 SITE & DIMENSIONAL PLAN 3 SITE GRADING PLAN 4 LANDSCAPING & EROSION CONTROL PLAN 5 SITE UTILITY PLAN 6 7 8 i STORM SEWER PROFILES WATER & SANITARY SEWER PROFILES DRAINAGE PLAN 9 ROUTE 11 CROSSOVER PLAN & PROFILE 10 STANDARD DETAILS 11 STANDARD DETAILS 12 STANDARD DETAILS 13 STANDARD DETAILS 14 SIGN DETAILS 15 SIGN DETAILS Surveyor's Certificate I hereby certify that the boundary information shown on this plat Is based on an actual field survey made under my supervision and there are no encroachments or visible easements unless shown. Scot W. Marsh, L.S. APPROVAL SL OCK o f REDERICK DUN ZO ING ADMINISTRATOR DATE eF/ 171:93 1 tC V t.�LU JP1 C 4 b G, 5,�9, l3 n lJvl1C�8 P6 a7 lli lifillGt`0 9 :7 1, vvr '110CIVI \ I Fire Lane Location o \ .6 Project Site Development and Zoning Summary d \ ,� y N Zoning: Business General (B-2) No Proffers N/"F / Current Use: Vacant Proposed Use: Burger King Restaurant PAUL D. MUtDOWNEY, st d ZONED: o �, o Amoco Service Station U MANUFACTURING N 6' General Offices t Drive-Thru Car Wash f COTMecr- •taco Lot Area: 2.049 Acres (89,254.44 Sq. Ft.) \ \ 20 400 Ex%s Tax ID Number: 43-((3))-D BRICK TRASH 3996p � 23' Magisterial District: Gainesboro ENCLDSURE (SEE DETAIL) Total Site Disturbed Area: 2.049 Acres (89,254.44 Sq. Ft.) 3'R �� Building Requirements / 12' - \ 'R \ 1 g0Setbacks �fiLed Provided 0.46 125.65' 'R Front 50' 50' 16.0' - Side 0' 8' Burger King E CAR P 20 Rear I, o Rear 0' 17' Speaker Menu 50,p2 p0 # WASH 'R \ \ / ! �+ Floor Area: 8,934 Sq. Ft. 14 32A' o FAR Allowed: 1.0 / 12' Conn ron _ � . - 35.39' FAR Provided: .10 PAUL D. MID 12' \ ND = Building Heights Allowed: 35 Ft. ZONNED::N-1 W �t al 12' •v 24' ♦a Sn a, Z Building Height: USE: MANUFACTURING f`SR / ;.•�24tlE Burger King Restaurant 15' 8" a. ac nc ' \ t r Amoco Service Station 16' 6 54.3 rn in 15.6' 's General Offices 12' CIR 0 WN�'SF C 0 RR( i :3• 20� 18' 10' Drive-Thru Car Wash 16' A N D E A L1 IRS 24,R / 8�p' I �• , . 28' / Buffer & Screen Requirements - B-2 to M-1 ZONED: M—, .� I I USE-- vaoaM Ilt on 18ce \ '� �` \ 31A' Buffer Distance Required: Type "A" Buffer �Sign 1.43Buffer Distance Provided: 10' landscape easement area. 6' landscape 6 RG�R I pc �c 10 \ N,easement as per March 1, 1995 Planning Commission approval. 8 v ` Handicap '•�, `t j a n aR, R Screen Required: Full Screen Removeable Temporary HC Rnnp (typ) / \ Contractor t . i' sturb Screen Provided: Landscaped vegetative screen as per March 1, 1995 Con ate T e Bo ocode � v���' -'�\ -- \ KING fetters ' gR 30 I �"� 24 existing Plower 5IR 8 ^ Planning commission approval 15' URGER e4o' \ 5'tt 24 \ i Parking and Loading Requirements ReQuired gg �, tih nd 6 \ HandicapRam + \ \ 28\' P Provided 8 RGERISKING/AMOCO Pt0 goo l8' \ P -j \ Parking Spaces 73 87 Sign (Two gns o One) Zoe oQ\ , v� I I T� I Handicap Spaces 4 4 (BZ VARI CE C SE /Q \ l� 24' / / in i I 18 10 - \ -- -i �'Ol ,/016, 17 do 18-94) - •. Hondkbp Ramp Loading Spaces 1 1 y'R \ 10 8' r , / 1-y — i- Amoco. 3 Spaces per Service Bay plus Retail Service Area Q�r // �•. •.:, .. • • 5 •.;. r..., - .• � . ••• ..•. •.�• N/F Retail Service Area = 120 SF 8' S' ..� �� SURGMUSTMS5 NC Service Bays - 3 30' N67*59'18'E 183. 78' ST ZONED: 0-2 k USE TACO BELL FAST FOOD Total Spaces for Amoco = 10Spaces y- � gyp' � �\ Easement Required \ Burger King: 1.4 Spaces per 100 SF / 3 - - � - - - - -- - - - - 7�# 50 Pair Burled Tole Coble \ Burger King = 3,612 SF 0 r� Stripped Pavement ----m =_-®-�-®- 10, ® � e` \ j t m Total Spaces for Burger King - 51 Spaces I / •5 Office: 1 per 250 SF 0.74' I ®// Sidewalks shall be 4' Mick Portland Cement C ate (t)p) I Office = 1,922 SF o 32,0' Total Spaces for Office = 8 Spaces r - o° ® ® z 1 ( .vm-==�,@��„� �`�"� c�V. � -y 20' Drive Thru Car -Wash: 1 Space per Employee (� 0 20' 1 I PAVED /� 1 dy5 \ --{ I Car Wash = 4 Employees CCU 10' 25' w 1 I I �• j Total Spaces for Car Wash = 4 o I PARKING f ' ", �- - - - -i' W - -- �' — - g 1I LOT L_-____ , �- \ I r 26' 34 14' I I I I Y 20' TOTAL NUMBER OF SPACES REQUIRED: 73 v z AMOCO AMOCO Letters I I EXISTING 7-1 p 1 1 I I 1\ 1 STORY BRICK / 1 I I 1 24' Z o $ 9' t I t ---(T—t)P) BANK --� J t1 0o `II III t FINAL SITE PLAN Q #1521 o 1J u 9' APR ED 0 L� ® I 1 i FF= 705. 93 — — — p N - ---- T -- --� V I 1 1 I �' 50' Front Setback L Xtftl AT I I ' ti 1 jj 50' Front Setback -- = ! i �"'----T--(•-----""'+� 20' 51R trlppedph`he o > C R O W N/ C 0 R K AMOCO Letters J L---- PC on t ey _ �5'R_ � �--'- I-1 � PAVED Area A N D S E A L 15.60' ✓ /J EX. SIDEWALK 26.3 us�E a,,i i ` 5'R / 7--T PARKING ,R - 15'RGENERAL NOTES:,,I I I I I( /� I I ) LOT 10 I 1) ALL CURB dr GLITTER DIMENSIONS ARE TO THE FACE _j o 8 15.73 Low-R! I 14' 1 1 1 �// J I 11 5 R z OF CURB (FC) UNLESS OTHERWISE NOTED. J I 11' --- 50' �YR - - --BURGER KING S! n J �! I �// I#a \ 20' B 20,fib@ 2) LfGHTING STANDARD LOCATIONS TO BE AS DIRECTED (LJ 9' ♦� I ANKCSIGN E TISI ATED N2' / 5' p�,o0 BY POTOMAC EDfSON CO. L ow -Rise -- A OCO Sign 11'-- �♦ I I ocn4) _ 5 -- --- — 183,79' ' IR '� - � � \ S 67'44'31 ' W 396. 33' ; ®# 37. 44' `-EX 200 Parr Telcphi ne Cable 175.68' Cut Tole- --- --Tale- h ♦ T _—�-- Tare----- - -- Y WIRE - - -- - - -- -- --- - --- - - - -- T - f EX 50 Pair Burl a (Me. _Der irners ommens i \ \� c om s -- - - - -- cam_ ommen aWo Wo 50 N \N 1 16 95 Revised per VDOT Comments twP T R- 1 % \� no date description_ by ckd 10 - --- --- - -- - -- -- --- -- Z� ti REVISIONS 36' Taper 0.o First Virginia Square 14' � - - •' 12 14' 12' ' �.� - �Ex CetG r4' \ °� Site & Dimensional Plan � 12' Ex. 10' offset 12' � � � --- ----------- � - EDGE C1F PAVE T 'V 9GHT DISTANCE 510' to CL RTE 661 �s Relocate Curb k Gutter as Shown r M Frederick County, Virginia - ------ ----- - - ---- - - -- - - a� cowg. no-"3121.dw no: 3121 t U. S. ROUTE 11 /VA ROUTE 37 MARTINSBURG PIKE r p SHEET 2 of 15 ENTRANCE APPROVED RY VARtANCE OF PLANNING £f)wfMISS14N OF - --- -_ ,, , ,sac OW. a..nrn nn» drawn b . tw date: November 1994 approved b . CEM scale: 1'=30' � 2' SM-2 \ 14' — 8. 21B Aggregate z w 2' PAUL D. MULDOWNEY. at d \ 0000, '.�. ZONED M-I� \ \ p. 1-1/2• SM-2A ... ..... •• USE MANUFACTURING \ 4 BM-2 CC-6 -� 8' 21B Aggregate Ex. EOP Cut Smooth - - PARKING LOT SECTION �� :•: Not to Scale 399 00 - +1 706 _— SECTION "A -A" \ Not to Scale I \ \ o. E WAR N 50.p2'o t d p A W PAUL D. MULDOWNEY• at al m ZONED: M—t �, �'•�•y. I USE MANUFACTURING Z��- \ \ n� I • ' - UE \\tag r IN I�/ I R 0 WNI C0R AND SEAL ZONED: M-1\ \ �. ••� - USE Vocont - - 707 - - 703 ! ` EXISTING EN ANCE CMP NOTE _-- - _ _ — ! '• - _ 7 /� - ., jd When removing Existing 18" CMP's, BacAfll Trenches under Pavement with 21A Pat4h/a /D r 1 I , •` \ \ Trenches with 4' RM-2 & Overlay Entire Entrance with 7.5' SM-24, t1c x702-04 X O \ \ \ , _ 07 �. a \ N/F 701.81 \ \ 705 ` }'1 4� �•� 9URGERBUS7ERSJNC x �� _� ZONED: EI-2 7n, 4.5 N67' 18'E \ 183.78' USE; TACO BELL FASTbD ---------.�_.�.-- � Tele �3cb/a � x 700.98 e 20 Drahage Easement 1 \e \ ���, �\ 70i.31 t, I PAVER / / 1 0 —� ` tic (14 1 PARKING �' - i i - _ _ �- +_ I 1 _ _ 702.28x LST z AMOCO hog S 1 --- 1 EXIS77NG ® _ -T I 1 STORY BRICK i 1 F.F.-705,00 - I o I I \\ BANK \ / 0 o - \ i \ t I BUILDING !# x Q #1521 di ?00.6 ; 0 - I _ _ T FF= 705.93 r / Cn -- 1 --#-- x �' � 'la3 ^ ® I M I - 1 1 % / N t \ 27 700.E I -- 71 -_ 1 o I I }' 700.1 I -�! --- 1 M I-----r--r---- - / 1 °tee ,o •-'L N / F " C R O W N C 0 R K/ 704 \ 1'\ �------""1 I------ PAVED A N D S E A L! SI EX \I\ r . r 1 DE`,fALK PARKING ZONED: M-1 I I �� `._1 1n� .1•t / �. j- USE LOT / �\\ 700.E -1 2' SW-2A V 1 - - - - — Z-1 4' BM-2 \ �p3 i / 8' 218 Aggregate \ 1 `'� �. C.)r � 1 i 175.68' r _ \ - 396.33' - -- -- — / �� 7p 1.6 X t IRF / / \ S 6744'3i' W '`---� (/�. 37.44� �� 200 Pair Telephone Gabs Tdid--� 700.6 \ �- ds--- ---- e----------T-----..._ ._--- � \ �Sd �UY WIRE _-, � ' Ter er —Tare - ------ - _ _ - of � ♦ ems' a /'� /' / �� ,� '� �o� /�/ ♦ �\ e or Owner's men s �OHEADWALL\ e per o Comments- _ EX, C[TNC. g s. a qa►c omman aWD AW 702 / - i INV.=69@.'9 1 1 16 95 evlsed er V�OT"�ommenis - t � %�x' description by ckd on REVISIONS -- • 0 First Virginia Square Site Grading & Paving Plan -- I s 703.47 701.55 701.63 70L74 70L71 701.73 ]1R[1P NLET 70263 70265 701.61 U RIM-701 46 +' O Frederick County, Virginia - -- - -- ----•----- ---- ------ -. --- -- -_-- - _ � � dra by. twp g date: November, 1994i e _ '0 .37 01.4' 701.63 U. S. R"TE 11/VA ROUTE 37 MARTITNSBURG PIKE a0� 9 . �� w . no: �_aw no:3121 _� sxEET3 OF 15 x x 703 lM-2113 approved by. CEM scale. 1 30 — -7nn =------------------- ---- -----. �® �, 2) hQo� Little Prin, 36"-40", 5'oc yVim --Dwarf Burring Bush, 15-18", 5'oc 4 American Arborvitae Nigro, 4-5', 5'oc (Callery Peor,2" Caliper every 5th Tree) m o 0 l NOTE: Landscape Screen (6' Landscaped Area) Approved ® 10' by Planning Commission on March 1,1995 a Wi LANDSCAPED SCREEN DETAIL ..j 6' ! ►- N F C�R0WN� C 0 R A N D S E A L ZONED: M-1 USE: (Vacant i z ti 0 z I I I I N / F CROWN C O R K A N D S E A L I ZONED M-1 USE: vocont 41- � IRP TOW - IRF 0. 0 AM OCO 1,'5.68' - Tele N/F PAUL D. MULDOMMEY, of d ZONED: M-1 USE MANUFACTURING n REQUIRED PLANTING LEGEND REQUIRED PARKING LOT TREES = 46 PROVIDED PARKING LOT TREES = 46 (Callery Pear Trees) LANDSCAPED SCREEN----. (SEE DETAIL ABOVE) MAJ - . F01170MA oo- \ \ IpF O d \ z 1J N/F .P: PAUL D. AfULDOM?IEY, .t of ZONED: M-1 p USE: MANUFACTURING 99 60' \ 3 CAR WASH \: �. _ \ rn o i / I Tel N67• '187E P 183.78' a} 7 50 Po/r Burled Tele Goble -477 �_'% r - 20' Drainage Easement � ,\o EE PAVED PARKING II Lar EXISTING I rT---'�-----r, ----- -� v I I I 1 1 STORY BRICK / i I I0 I�--- BANK ,� I -it BUILDING I 1521 L.LLT 91 5.93 1 1 ti �I P N z- PAVED it 41, 1-Tole- - - M � - EX. SIDEWALK / �T - -1- - f j - -I- - r PARKING --- % LOT — SF _ \ S 6 7 4431 ' W 396.33' tt % 37 _ Tole- ------Tels--- -- _Te/e- -e -- ----- -T - - _TeJt— e1 �T EX 50 Pair Burled �fele. C� - CE SLAM .d, U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG PIKE 0 w 0 0 IRp UE 4Z LANDSCAPING GENERAL CONSTRUCTION NOTES: 1. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve /own conditions. 2. Vegetation plan: All gross areas to be seeded with a mixture of Marion Kentucky Bluegrass at a rote of 2-3 lbs. per 1,000 square feet and Annual Rye of a rote of 1 lb. per 1, 000 square feet. New/v seeded areas shall be mulched at a rate of 70 - 120 lbs. per 1, 000 square feet. Adequate watering and fertilization are required to aid the emergence of new gross. Gross cover is required to satisfy the requirement of this project. EROSION CONTROL GENERAL CONSTRUCTION NOTES: 1. All erosion control structures shown or as requirwo' during construction shall be continuous/y maintained throughout the period in which areas ore denuded. Areas shown to be surfaced ore to have stone base installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 30 calendar days when consfructlon /s not in progress. 2. Temporary and permanent erosion control structures and methods to be /n accordance with the Virginia Erosion Control Gu/defines and local ordinances and to be ut/l/ied dung the construction period. J. The Contractor /s responsible for installation of any additional erosion control measures to prevent erosion sedimentaion as determ/ned by the E & S inspector. 4. The Contractor shall inspect all erosion control measures pen'odicall'y and after each runoff producing rainfall event. Any necessary repairs or clean-up shall be made Immediately. 5. Intofiction of a// Erosion Control Measures must be approved by Frederick County Engineer O (70,3)655-5643 EROSION CONTROL LEGEND " BUROERgUTSERSJNC ED Construction Entrance ZONED: 8-2 USE TACO BELL FAST FOOD —SF— Slit Fence IP Inlet Protection R9 Rip —Rap, EC-1 Required r- Landscaping Requirements - I o Landscaped Area Required: 15% or 13,388 Sq. Ft. LJJ -- Landscaped Area Provided: 15.80% or 14,140 Sq. Ft. Parking Surface Area: 61,460 Sq. Ft. Parking Area Landscaped Required : .05% or 3,073 Sq. Ft. 2 Parking Area Landscaped Provided : .07% or 4,320 Sq. Ft. Parking Lot Perimeter: 1,450 Ft. Q Parking Lot Perimeter Trees Required: 36 - 1 per 40 Ft. O \ Parking Spaces Provided: 89 Parking Space Trees Required: 10 1 - per 10 spaces "@d Total Trees Required: 46 Total Trees Provided: 46 / \ Landscape Screen Required: 6 Ft. Landscaped Area. O (03/01/1995 Planning commission approval) Landscape Screen Provided: 6 Ft. Landscaped Area J BZA VARIANCE CASE NO'S 015, 016, 0178 018-94 -EX 200 Pair Tetepl % a Cable i no date ---- _ description _ REVISIONS by I ckd b o f rha,..a_ wo xtdo, `'~' �� - First Virginia Square c Landscaping & Erosion Control Plan U � 0 Frederick County, Virginia � ---�- _ wg. no: 3121- - .dw fob no: 3121 �— 10M $ '� ,.� aw. o..n.M onY. `°' ""' drawn by. twp date: Novem�199SHEET 4OF1r5�� m3)n-ri a proved b . CEM scale:1 = Invc701.25 (Taco Datum) IpF GENERAL CONSTRUCTION NOTES.' UTILITY LEGEND o Inv--699.86 (FVS Datum \11 z 14 y \ Slope Inlet N/F ` \ 1. Water and sewer lines are to be constructed in accordance with these p/ens - W - Existing Water Line PAUL D. AIULDOwt+EY, .t oI \ t0 Drain � _ o and shall additionally meet all requirements of the Frederick County ED: zONw-i \ Inv.702x50 Sanitation Authori The contractor shall coordinate with, and arras e New Water Line USE: MANUFACTURING '� \ \ '/ 4- New Pump for inspection, the Authority. g -- G - Existing Gas Line \ A Station 2. Temporary termination of sewer lines shall be plugged watertight. The --NGM-- New Gas Line \ (by others) end of the line shall be marked with a treated 2 inch x 4 inch post �- New Sanitary Sewer Main \ '\ \ ` extending at least 18 inches above the ground. The top 6 inches shall \ ' be palnted green, and the cut depth to the line invert shall be shown. Existing Storm Pipe 399.60 i� EW- 1I/ J. Contractor to clean up and restore disturbed areas immediately upon completion o New Storm Pipe ---I I of p/pe-laying in the affected area. �s Existing Power Line - /� �\ 4. The Sanitation Authority maintenance deportment is responsible for the installation of water meters. Before a permanent meter is set, they requiro; 1) the from& and ---UG-- Existing Underground Electric / 1 cover to be properly aligned with its meter box and }rake bon, � �" Sfarm A' .• 2) the frame and cover to be set to the .'ins/ grade of the lot the distance between ® New Water Meter Location 78'-1 P O 1,4059 the top of the cover and the yoke bar to be between 18 and 21 inches; and 4) ol/ CAR components of the meter box assembly to be in proper working order. It is the CAR I I developer's,!controctor's responsibility to have the meter box assembly installed correctly. N 50-02'p0"� WASH \ 5. Sanitary Sewer Laterals shall be SDR-35. 6. Exoct locations of water and sewer services on new lines are to be coordinated with .• the Authority s Inspector. N/ o I LO 7. The Son1tation Authority shall install all water and sewer services that connect as = to existing lines. Tire location of the tap and the termination point of the lateral PAUL D. 1ONLD: M-1 of al //�'/ , � Lai 5�S I -I f'fl are to be coordinated with the Authority's assistant engineer. ZONED: N-1 •�'* I I New 1 112' 8. The Sanitation Authority shall fop a// existing water lines. They will fumish USE: MANUFACIVRINC �. `'Q�(� Water Meter Z jUE the materio/s for and moke the top. The contractor must make application for and pay the cost of this work. 9. The contractor shall tie-in a new line to an existing manhole by New Fire core dri/ling the manhole. ran e/ �« / ( Hy 10. Developer Contractor to install new water N I�/' F i� R O W NC O R CSlB Not! /ire and meter box assembly. After water and sewer lines accepted, the deve/per C� I �� i I A N D S E A L / Is to connect new service to Banks existing line. (Abandon City Service). FCSA will install mots ZONED. M-t IRF �� G(e , ' Ater Lai 11. Contractor to provide Pump d' Haul Sewage Disposal Services for Bank USE-- vacant Ey�terj°� until Sewer is complete and available. R Q Trap 12. Fire Hydrant to be shared with Taco Bel/ to the East of this Site. D =704 Q0 \ I New �l Met I 13. Contractor to disconnect existing Water per Note 10 above at Water BVRNG c •: I /I os'� I X� InovJi (In) 18'=� I I I Main along Wellfown Rood. 20' S / / 0 / Inv<0ut)24'=70 0 \ ti•. FXIS77NG ENTRANCE CMP NOTE: 1-1/2' W Met /� /�k / \ tfr° I I When removing Existing 18" CMP's, Backrrll Trenches under Pavement with 21A. Patch / \ ' Trenches with 4' BM-2 Oven'sy Entire Entrance with 1.5' SM-2A. 6+67 12' Gote Valve (Meialuged- to Both Sides) I J+43' of Pi 1 Jold lrxr Tie 3+1 I n e ., '• '. � -/ \ � 12' Watl�•• � I 12' C (Met uged) ffffff \ Inv (3 ! - �r WV 6+25'-701.41 - -- \ 1 �F►re kydran� Ass'y - .. • - - r , .: .. ,.• • \ , _-. \ i N/F wi�•. ' _ L _ _ . `A • �� _ SURGERBUSTMSJNC -- -- / ,VTR. M4 183.78' ; ZONED: 0-2 _ 6' San L t N67' 18'E 2 S O 1.00X �SIO,p � �'1" DI-3B UM. TACO BELL FAST FOOD 1(3' � � Tom, 703.00 / - I �R O - - m - Inov IN*fi99.21 Pak Burled Tole. Cable I c \ \ I 0 1 Meter 1 • Tap � � < I� ' d o - Drainage` r o ra 5 --�- $5 20 Easement + � 1 terol � 50 ;A / � \♦ � �; \ I ; , �� ri r, I I ` Q, Trench Drari S�qr� � RCp -- � ��/ �� {� � °m - � •..� e ! r-- T• - �� �-' 3° ? Top=704.80 -� - - Locate Ex Ban,�9Q� �pry��ea�� Trench Inv=70380 $ I I PAVED O Connect�l6w lateral as shown. NExleting Water Lateral I oo I Trench Inv=702.30 DI-33 w I I ..I Contractor to locate) I • IRF L=8 0 1 I PARKING - -- Top=70 0 01 1 } LOT I L------J i __ _- \ 1 I I 1 1 I y 2+1' T InvCln � 4� z AMOCO Inv<INLot 2 11 EXISTING - _ p ---- _ \ Inv<Out 698 7 i T - - - - ` - -T _ _ _ \ 1 STORY BRICK 1 (I New Nee' to 1 I { I > _ 1 BANK I '� I 1' Meter o DI- B 1► I I I, BUILDING • L= s 1 I I 1 i #1521 I I 1 0 LI---- To 703.00 -- I T FF=705.93 Con la to locate Ex. Water p n�i $ 1 i O.6 � � I j I 1 Lotertl do Connect with New Water I N I I Later dr Meter as shown. II S N i F I � 1 i �------T•--�-----� � I � C R O W N C O R K -�/,I--------� L-----{ PAVED AND SEAL I / I 1 -- us�E�v ocuont i DI-3B / �- S (- A T PARKLJG � I , o1J Top=703.25 , e e I - Inv<Iut)i M 0.40X - -�/ ( E I �/j�1 �� I � }� ' • j �, Inv(Out)=697.7.72 / 2�. RCF t 110 ----- 183.74_- Ti- - S 67'44'31' W 396.33' i / 37.44'i _ EX I�F 175. 68' / Proposed 2- Fot ♦ In �` C- - -Tel& - -Togo - i- o ele - - - - --Tele Teie by Q-S4.(CvPPedrCut !n �i►'Taker-,� UY WIRE � Td�-- \ X. GAS LINE Ex ' O 5o Pair 9uiii - // ------ -- - str, a6 �♦ DI-411 (Shnllor NorwTtb \0 L=8' DI- 4B (Shallow 01 "Ith) EX. cnNC. HEADWALL V Top-701,75 (To be removed) L=8, \♦ INV.-698.79 InvcOut)=69714 EX, HH Top'°70136 \® InvQ 697.66 \® New Invert M 4= InvCI t�)--RIM=702 48 697 24 Inv(Out)=697.56 In 697.98 YGh .ge EX IB' CMP1To beremorlrr� •G - _-- EX, 1W, CMP (7o be renovg \ 10;inn k . ie• - - - / 120'-42 z2T RCEP O 0.29X 11 42'x27' RCEP O 0.2 -� 110-42 x2 RCEP O 0.29 �.-----------„d (Class 5) /� \EX. CONC. HEADWALL (q SEam Man 5j---------- --- - -697.81 (Gloss Stared End - _ - -- Section ln�-696.80/ X. DROP INLET (To be removed) RIM-701.36 ---- ------ -----INV.=698.61 U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG PIKE _ ao Remove Existing City Water Service after FCSA Ex H ! o L►J Metier Box Water Service is connected R (Disconnect at Main) ' orJ140o (E - -- doter tql�w mooted coca (x ti ) EX 2 P.A GAS MAIN V Q O Wet Top by FCSA x L 12' Water Main 1 l WV .�. j J ? ' W 200 Pair Telephone Cable \\ II I I RevTsed per Owner- s Comm ent* ao _date __ description _- by 1ekd REnSIONS .a o°� w tth-ty wy.b 22M r� First Virginia Square Site Utility Plan v V m Frederick County, Virginia a� m rs wg. no: '3121.dw ' - drown by. Job no:---121 - dote: November, 199 --- - :-" �� ,eo-o a.. ...,... err. "",; 0 ` Mot _top SHEET OF 5 15 ap roved by. CEM scale: 1 "_30' 00 0000 ^NONp NOr) t0 LOr"n ^ O N - O r0 N cp t� vi h 00 . .06 00 00 I ►o . 0) O+ � 0 r0 c. ' C o. c N �.� . o 709 0 o �> 09 Iv—C7 Existing Grade / 70,6 �.. 0 0 0 -a o -- Match Crowns ! v r- Proposed Grade 3 706 EC-1 °p �' (R1 Ra 703 6' Son Lot to Bank I ° j . . 700 4 —------- - -- — — -- - I ---------- - - --- _� 8" Son. Sew Main 700 w EC-1 (Rip -Rap) j r I v 697 m m o m 3'697 LLJ I > > p CL 12" Water Main > j �' N 110'— III II i ��C®47 '5'24�" �' "24" RCP ® 0.40% 77'— 24" RCP ® 0.407 8RP 0.097— 24RCP ® 2.03� 78— 18RCP ® 1.057 SJ .tom r\ �►' � � �' - -- ---. - . O - --01 ----- -- 0+00 1+00 2+00 3+00 4+00 5+00 Storm Main " A )7 Scale: 1 "-30'H, 1 "-3'V 00 000 N Lq n cD O� t0 w) r- 000 Ap :d' 04 a0 co �o �o 0) ^0)� d io ! n o -7 06 706 O o 706 ! O C C V U . Proposed Grade. Existing Grade �� . m Trench Dnoln . . c� v 2ME c , -� 703 -- - - - -- - --- —-- --- ---- - - -- _--- - - ---- -- 7 0 3 _ _ i 03 4 p See Sheet 12 of 15 for . Trench Drain Detail . . i v C Q ('r] 700 700 �, -- -� 700 � 1 I �`Le o5 --m -° 7 - --- I S\oQ II w 697 -- I 6. 7 . t . . . S Storm -Lateral " 1A" o N — — — C --- 9 ° p Scale: ]"=30'H, ]'-3'V + 6 9 7 ' N —7C®2N 4 s s o T gn ency ommen s120-42"x" ' " " ' " " w evse rrwp II II II II �,, III II + rComments o c r r� p no date description by Ad 694 + + REVISIONS 0 00 1+00 2+00 3+00 �" 22M j /70 /195 First Virginia Square » » Storm Sewer Profiles Storm Main B �5 Frederick County, V Scale: 1 —.30 H, - 0 wg-no: J, d- '?jo�na --- Virginia -- - I- r - ir- -9 drawn by. twp-date. November, 1994 SHEET 6 OF 1 5 epai 45 c,.s.,r"ew¢ -o-1- 2a4m .- .2,„ approved bw CEM scale: 1"=30'H,1"=3'Vi 709 1709 . .3 Proposed Grade o Existing Grade 703 i _I703 - --- - -- / � -- - ------ —Bank San. Lateral Q O. . O New 6" AMOCO San. Later ¢. ---. 24' Storm Sewer 36" (min) Clear 00 I —L Ground Cover Required tolBak Water Lateral c 700 :— . . . . . . . . . . . . . . . 18" (mirl)Separation Req'd 1j 697 m New 12" SDR-21 Water Main _ 1697 m ^ N ex - - V x I N 40' DI w w 12" x 12 Tapping I Pipe o Slee.ve & Valve. it . . I II ' . . . . . co �. �. 694' o + 694 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 Water Main Profile Scale: 1 "-30'H, 1 "-3'V 0 00 I d- O cp O i . I. .� . Top=706.7± Proposed Grade. o .i o . O II II II 7 0 6 706 . t Existing Grade . ,Q 7 0 6 F- v ,c O i 1 Joint of Pips 36" (min) Clear. 703 G ound Cover Required 703 703 Inv In Thls Datum-_699.86 24 Storm Sewer Inv In Taco Datum=701.25 (T=q: I. . . . . . . 7,—•8�� D.I. San. Sewer Main ®• 0.507- Siope . .Lateral ® 1 of 29 150' _ 6" •San. m �00 12 Water Ma n lA. O 0 12" Water Main 0 0 c I. o. m C........... ............................... ...... ... o w . m 3\F 4' Lateral to New v 6 91 o m 697 E Shen Tel Building 4' Lateral to New Car Wash — -- p - - -- - - -- - _ - _ --- 697 . z Revised per aff & AqencyComments II II 11 II-1: Revised per 5, 11 II - O 1 1116195 Revised per VDD Comments ---- - ----- tw C N (0 ao OI o) no date ---- - - -. description by ckd 694 + 6 9 4 +' +---------------- -- - to to----+106 --- --- ��- ----- ------ -- N se..� REVISIONS 6+00 7+00 d `M67-21First Virginia Square Water Main Profile Sanitary Sewer Profile water & Quni ar Sewer Profile Scale: 1 "-30'H, 1 "-3'V Scale: 1 "=30'H, 1 "-3'V t e � m J Frederick County, Virginia M dwg. no: 312 wi d job no: 121-- ------ $ drawn by. twp date: November, 199 SHEET — 7 OF 15 �� ` 70* SM-�„ ="Of approved by, CE1W scale: 1'=30'H 1'=3'V Hn)RAULIC COMPUTA17ONS dAf6N1 11Y S 0 C� V. d/d.l V,. NotW d,d 1.1tA 1b td t 6.1 4N 8.0 11'C>w M. p 2, o, 1 M t 4 7 4 6 .0 5.0 RCP 1 4 t:J 040 12 7.tli: 1t,9 .49 i .... 4 5 FIJ Q40 94 f4 .8 81 6.2 Ac' R tk .040 ;'4 140 44 .91 6 i B rY j� 1 i 7• 0. 8, 4 7.3 1if2' - 4 Nvtfom - -flu AI Trapezoid Ditch -Croy Lined `4� r(tlj..) 4101 1.3 .A 50 1:6_ ' I PREDICTED STORM FLOWS A WA 22 C 9 CA .2 to 5.5 1.1 B ... C _.- .o .._ 19 .77 9 .9 ~9 .2 .7 10 10 5.5 5.5 .9 _ _.18 .3 10 3.5 1.4 E__ 30 .9 S 10 5.5 1.5 F� .10 .9 .1 10 5.5 .5 G_Y .17 9 .1 10 5.5 .8 OFFSit_f "A 15.2 .8 9.1 20 4.0 36.5 0FF511E 6_ Z 0 .6 1.2 15 4.6 5.5 OFFSfTE C ?.7 _`6_ 1_6_. 15 4_6_. 75 0FF5TTF ,.A" WDE� ACCUMULATED DESIGN FLOWS FIRST 4IRg1NIQ {SANK pl / 1. - lm A CA p1e ` 10 5.5 2.0 1.2 6.6 �� \ 4 1 i0 _s T T. Y 11,5 j ZO 3 9 - 16.0 14 36.7 12.0 43.6 V / -4" �1• / .7 17 t� f- OFFSIT y „ PLA D' INDUSTRIAL III I CSS AD 8Y B VDOT I I A f All '70 10 J Jos s3 t Q\ 01( a � rr • t 11 la . 1. It It \JL7 tt o J/ SITE A>„� _ D 41 - / � �,�•' h _ter._ •ice ♦ n / �..'-'_ ��....�--------•-...�_ -_�Rew ED Pa2 4G,Sw.-1 GMs OM.NT7 ----- 'Mp tGBM �- 3-1�•!S REvt EL _9 R_ G>�SrY _ CMBI1614 S T`wp--",M. no date ---description b ckd i --- RSVISIDNS a.aM7-111. � First Virginia Square Drainage Plan U � Frederick County, _ Virg mia wg. no: -J12wg job n0: 1 .1 arc a.. a..,.,,, om. drawn by. twp date: November, 1994 SHEET $ OF (5 �'d 5 ""'"r"`,'e'° u'O1 approved by. COW scale 1'=100 H�L' O Ow • 88.8 cfs ~ .. . EX..GRAQE O .DITCH- . . . . . . . . . . . . . . . . . . . . . . . cc . L o. 697 - 697 j - -- - _ ---- -- ce .......... ..... �....;...... Section "P_$» NEW DITCH INVERT PROFILE . . . . . . . . . . . .SLOPE = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I., . . 694 a . � . , , 694 Scale: 1 "=30'H, 1 "=3'V • � - z$ Z' 0t 1 . .u. , min 3 . t'z. .� z . 691 , N2a 691 CL Profile (Off site Ditch) Scale: 1 "= 30'H, I" =3'V . .......�....... r t ' at �o► l of a - -- —1- -697 - no� __-date _1 __------__ --description_ ---- - —-----1-by I ckd REVISIONS 200 N.rlh aan... M.t ".5 ; First Virginia Square MRoute 11 Crossover Plan & Profile � y U 5 Frederick County,_ Virginia Adwg. no: "3121.0dwg" Job no: 3121 $ „P c ow. w—.m, oo. drawn by. twp !date: November, 1994 SHEET 9 QF 1 5 approved by. CEM I sco/e:-- -1'-30 4 LB/FT 'U• — — - CHANNEL (GALVANIZED) s ;o U m o m 1 1/4' 1 3 1/2' 1 POST SECTION SIDEWALK N.T. OR F*. (;LADE SIGN NUT AND LOOK WASHER O4CETE 5/18' MACHINE SCREW OR BOLT V� PARKING ONLY VAN ACCESSIBLE POST MOLNTING PARTIAL ELEVATION SIGN POST W ACCESSIBILITY SY{BCt_N.T.S. N.T.S. SIGN POST WITH N.T.S. & 'VAN ACCESSIBLE• SIGN ... o ACCESSIBILITY SYMBOL MOUNTED BELOW INTERIOR ?Q; FACE OF WALK RAMP . SEE OR CURB DETAIL 10 \ / NATIONAL STANDARD ALTERNATE ACCESSIBILITY EXTERIOR ( SYMBOL RAMP. SEE PAINTED ON DETAIL O PAVEMENT. (BLUE REFLECTIVE) � 4' PAINTED STRIP)NIG �, 1' _6 ' O.C. AT 45 IN FRONT OF RAMP N o (BLUE REFLECTIVE) g PAVEMENT MAXIMUM SLOPE 22 IN ALL DIRECTIONS. 196- MIN. PER AD/� 98' 98' MIN. PER A0 " —ZTI PEH MIN. PER A.D.A. OR PER LOCAL CODE LOCAL CODE PARKING STALL FOR THE PYSICALLY CHALLENGED i GAS METER 1300 CF14 ZAP. 2-1/2' GAS LINE THRU WALL GAS PRESSURE REGULATOR WITH INTERNAL- RELIEF 25.0 PSIG INLET PRESSURE 7' WC OUTLET PF>ESSU E 1300 CFH CAPACITY —T TEE WITH BUSHING b 3/8' PLUG ® INSULATED UNION SEDIMENT TRAP PLUGGED TEE WITH �•�4• BUSHING & X8' DEEP C3/8' PLUG CDC. PAD - GA3 (Xl(X FINISH GRADE SERVICE LINE 1-1/4' NOTE: GAS LINE SHALL WAVE INTSI"TED WRAPPING LP TO 6' ABOVE GARDE. GAS METER & REGULATOR DETAIL A NON-SKID COVER XO O O m O S O PARTIAL VIEW OF COVER 1 1 71 1 p;�... ...�........... ........ ..\ nEM i i i — ------------- q 4 °' CIP I I — — 5' CIP INLET 1 ! n TRAFFIC GRADE MANHOLE 'C' COVER PLAN VIEW U.S. FU_WRY N9.310 PAVED CONDITION GRASSEDND.4 AT CONDITION �R;EIW . 9' 0/C (TEMP. TOP BARS) BRICK LEVELING COLASES FLOW LINE L 4' 4 EXTRA NO.5 BARS CIP AROUND OPENINGS J INLET 4 SECTION 1, 3' 101-01 NOTES ' 4'X4' 4/4 W.W.F. m 1. BRASS CAP CHAINED TO COVER IS SCREWED TO DRAW -OFF `o PIPE WEN HOSE IS NDT USED FOR DRAWING OFF GREASE. PROVIDE VENT AS RED'D BY LOCAL. CODE — NO.5 AT e'0/C (BOTTOM BARS) —7 / ---5" MIN. CIP OUTLET 2-NO.5 -(ALL. AROU D ) 1200 GAL. CAPACITY 2. MINIMUM HEIGHT OF 13' REQUIRED FROM TOP OF 1. PRECAST UNITS ARE APPROVED FOR USE PER ABOVE DESIGN INTT04CEPTOR TO BOTTOM OF FI0LIRE TO ASSURE SECTION 'A -A" AND DIMENSIONS. PROPER CHAMBER EVACUATION. — Bt7TT01 ANO ALL SIDES 3. J)SAM JiX-5 SERIES COATED CAST IRON RECESSED TYPE WITH 35 GPM RATING AND 70 LBS. GREASE CAPACITY. INTERIOR GREASE TRAP DETAIL E GTS REFERENCE NO. RE85R3FD 4"x 4" Cut 3/4" DIA. BOLTS MANHOLE FRAME &COVER Out for Pipe (4 EA.) MANUFACTURED QUALITY WATER PRODUCTSS,, RAC. 24 MANHOLE GRADE END VIEW ADJUSTMENT RING (MIN. 6" HEIGHT) ROADWAY BOX I I >.• ,•.-.-.•.•.: •: :..:... 0 SUPPORT BLOCKS 2" Water Service REQUIRED AT THESE Vault +► 44" MIN, LOCATIONS, 4 EA, I( 24" DOUBLE O O CHECK VALVE ASSEMBLY 15' Ball Valve Curb Stop with ,A'�'��ti}•{•{i{�{�i iti ti{ ?Y{++'i;' �i`} FUP ends, with 2" Oate Va1YIe Operating Nut 2" Meter Setting - Ford Custom Setter Catalog VAULT RESTS ON 2 TIERS OF Saddle with No. VFH 77Bx15x17, FRP SOLID BLOCK THAT ARE IN & OUT; with PW; with BE MORTARED IN PLACE Corporation 4�T'Type K Copper Tubing & Stop LExpansion Loop (Continuous from Main to Meter without WATER Joints). MAIN * IN NON-TRAFFUC AREA - Use Top Section of 1 ,000 Gallon Septic Tank Manufactured by Winchester Building Supply Co., Inc. IN TRAFFIC AREA - Use Top Section of Utility Vault Model 860 CUS j Manufactured by Smith -Midland Corp At IdW0117 NO 3 j { JILY, I"I DETAIL Of 2- WATER CONNECTION WITH BACKf LOW PREVENT DEVICE 2. BITUASTIC COATING CN (EXTERIOR ONLY). 3. LOCAL STANDARD CODE SHALL APPLY IF WOUIRFEENTS EXCEED THIS STANDARD DETAIL. GREASE INTERCEPTOR DETAIL METER BOX HARDWARE PIPING METER SIZE YOKE • METER BOX I PETER SOX COVER DIA,-IN DIA -N FORD NOWT AFFIC FORD C32 3/4" 1 5 GPM Y502 18 in. TRAFFIC FORD C32H 1" ISGPM FORD 24in. FORD NO. 30 MONITOR .2 Y504 COVER V/ICI-12TOPLD 1 25 GPM FORD 241A. FORD No. 3o MONITOR *2 Y504 COVER W/ RK-12 TOP LID 1 " 40GPn FORD 24in. FORD NO, 30 MONITOR •2 Y504 COVER v/ RK-t 2 TOP LID I IN NONTRAFFIC AREAS - 1 /2- THICK POLVETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS '2 IN TRAFFIC AREAS - 3/4" x 30- x 30-STEEL PLATE WITH 22- DIA CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED 6ETWEEN LID & REINFORCED CONCRETE BOX TREATED 2' X 4' WITH TOP 6- PANTED BLUE METER COVER SET 2' , ABOVE T VARIES AS REWIRED —� t ,INTO GRADE PRIOR I$- \TO SMONG :I 3" STONE BEDD NG METER BY F C S A METER Box slxRRotNDwc Box -j- 30' DEEP C(IRPORATRkI STOP I ��� j 36" MN. .�L MINGLE CHECK VAL WITH DRAW VALVE 45° B MN YOKE VALVE CR I•PE _ 6 Mw. r .. Li WATER MAN - TYPE -K- COPPER TUBING CONTINJOUS 6" STONE BEDONG --/ WITNROUT JOINTS FROM MAN TO METER METER SETTING: PARTS rw NOTE EXACTLOCATINOFMETERBoxASSEMBLY TO BE APPROVED PRIOR To 94ST ALL AT ION 6" OF STONE UNDER BLOCKS 3/4- & 1- WATER CONNECTION DkTAIL W-6 LINE ANGLE ANGLE CHECK EXPANSION S VE YOKE YOKE VALVE VALVE - WHEEL /4- Y562 j A - H7A94-323D EC-23 1" Y504 AY94-4MW HHA91-344 EC-1 — VFTH CI4-44 n_o_1 date ----descriplUon - - -- by I ckd REVISIONS 2 • 4' WOOD FRANC STAKE D(t� 1tILt: t AW 3' MIN A*W --�� 'GAINER I Eucss At CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION 11 KIN Ilill � 1 ,'nl DETAIL A THIS METHOD OF'.INLET PROTECTION IS APPLICABLE WHERE THF, INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET CR OVERLAND FLOWS (NOT EXCEEDING I C F S.) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLAWS, SUCH AS IN STREET OR HIGHWA" MEDIANS INLET PROTECTION DETAIL Pow F•alc CO P_•a Beam \ %IOU CONSTRUCTION OF A SILT FENCE NSTRLLGTICN OF A SILT FENCE I Sot posts and ex avets a 4' x 4' ►arrh upelop• •long ew Yrls 2. Staple wva Ism" 10 M posts 3. Attach to f9m ta0rlc 10 he Are tsr10e and "U d It into tM tr603,. 4 BadM and mmpea ale aaaaveted wi Fp• L _f"N POW a 'A' ar» ad be tWWW nun palm V' ELEVAT!t]N PROPER PLACfhMJV7 OF A AL TER "AMER W A DRAJAIAOE WAY SILT FENCE FENCE DETAIL STONE CONSTRUCTION ENTRANCE ILO' ION. "LITUf, — -- M VE)EIIT A y xt FILTER C11ITN r im. A towAILE BERM COPTIONAU SIDE ELEVATION EMSTIJAG GROUND ?a MIN. i B V/ASa@/lCN Ir 1{M tAn P 1 _ �u' I •�� Iz' Nix Ir Lela EXISTING tiYw II 1~ PAVEIElII L._ 1 y �- VDOT at ~\ PgIITIWE O2A1NA(i tr IRN FeerkGeola� CISURSC AGGREGATE A I TO SEDIMENT N SECTION 8-B MUST ExTErrO FULL WIDTH TRAKIG BE VIGL Of INGRESS AND EGRESS PL AN LAN VIEW • Um Typcd Swht ,torn on Pima w mina we ow.. twiiom width, and 4ANN& W Alas• . eiKA or noiwbt prpund Y Irl. r hm O•a•na• latrtc io D• M1011a4 under bN rb•lm Curry rbM n QCCaoor�r FILTER CLOTH �ththe apecit.cpfion, SECTION A —A MIN. DEPTH Dry Rip Rap Rip Rap Cisu1 2', Gas 1 —3' — EC-1(RIP-RAP) DETAIL a' rust 1 PLAN FCCA APOWWAD Da'aoHta e(fetl� a N 4/K.v.A ►rtr a 1LslaAataA EFYt•JRAMi van AL ROOD u- MAX I Fwntrea Pal __i_ r-c- q.. c• 2' m%. - s-..wC. BARE VNE VRAPM AROIIO VALVE toll 10 OMRI'E ftSllAlID u' atrl caPPER vB1E 7 oa R reY. 'S Stan• SCREW TYPE I r ADJl15TABlF VALVE BOX 4- 1r . --- i 4' r - / •, - P MJ. Oaa Va1v str'aMd .' 4 llr i'1•Yt 1 - F411 Mllrrt r RI{l tttr.d red a ►. staetraa _ r1•91 r ter a•aa/. 1.' FIRE HYDRANT DETAIL RE twos - 1 0 11 LWt, 1 l I DRA4N SPACE SECTION B—B CONSTRUCTION ENTRANCE DETAIL no date description by ckd REVISIONS Q �'«' �� First Virginia Square w Standard Details U +' O g Frederick County, Virginia A � Y dog no: 3121.dw�_ job no: 3121 y a ,ao--c ow. u<—~ D,,,. drawn by. twp date: November, 199 SHEET 11 OF 1 ej U. 5 Fl•••rlroary Vvsnla 214D, ,abzlt, — ...-- approved by CEk scale: None GRATE ELEVS . 4YER TO THIS POINT PAVEMENT SUWACE C . C . Q WOO P.S.I. Caw . ------ SLOPE TO BOTTOM CF PIPE. FOR CEvATICH SEE OWING PLAN PREFABRICATED TYPE V TRENCH FRAME I M A49WI VITH GRATED COVER. IWIFACTUU) BY NEIJM MANLEACT I.NG COMPANY. OUTLET PIPE - SIOE b BOTTOW AVAILABLE TO STOW SEVER OR SOAKABE PIT TRENCH DRAIN DETAIL • - •" ].ro..1 w.wNw«.•t' u r •. w.•a . r r..• «Ir •^� ..••« aa. » r r. r ••o•• •1 M• 34 -.. .]{ .a j . t b u..nw ...a.r rle••a1 •.wl...a. r..Ar.•.ar+ .4. 0000, cr•a.re. •..»cr• .01k I. arlolw a.. • t�i Ha K-2 -- - •. I + a..c O•,-ti t • I � I - _ - • • � •.r Err • ir• • 1 Lf - N r r � . fr .1 cro A- — j [ ...• rro.... -tw• rr•r A,r W a �w•e1•• r I.A. 4r. r .II. -a'�, a.rr r » r rwwall•• ea.1a Y+ -� •� y. PLAN �"- ---�I/.,'-. •.-� Rril•: T.r .•« r1 r rr.r rra «« rr r.••••.1 I•I.r-QM ' -L 1► ail .ol..* M aN r M a« MM l-...rY•- Iles. N' S1C710N Fi A I i1 r .e wr cca • cc.. s.w.., r I rar.� FRONT ELEVATION I+. o •.» r.« w r «.• •» . trr..».....r.r..r.. l j . A n r• •.r• r w.r1 r r stir •w• . ray..». w. ar a.. �• A-- �.... r r •r.w v}»w•rrr Me •w•r. war •rr.•..w rr..0 r+. -"` I'.I •» -..• r.w .r .. wr.. Sw.a .r.. .. r a•n1/.r»e rw .rV••r s » r•.•nr •N./ . or•r.E r •..w w N •ww[v.1M w� 1/. -.r• w ••r•r1•• .rr • . •Q. e.r ••.�4 .� Y .�� Y� « c� Y• rrrl Y.o� Meii M EWr w M rr• W rr r •w+c w •. r 00] wa.,rrb.. rM A "`• �.•• •+ •iweOww••6-r• .•r.•.I..Mr.WItlrr1» T �I--a�r-�a• MR4 14r ar...r.. ••a rrrrw r rw. «. w41 it ] '^•r''r •"'a'�• �• SECTION A -A of-�e -- �••.q la.ar•r r. �. w w•••r •r—r� � .r.Ir.• r w. r ar•r• ti ua Ir .•w r rrr»v « r..•.r r .w.+ . r ..r... r •..rr.• •• r w r r .. w ._ D( IA. rill W[.O .. r ...w....... w ...........r .«I r»....» wr... E� AaucotT TO cw « r•r r •....r a •r ee.r r4• r.r y a 1...r.ar•.M •N' .Y r w KI .w...w1 w.. r w.. r .r. M ITNOUT WTT0 .»r•ar .• I�r.+e. r.� ► •rl.rr4 NN«. W .•e ..r141raa•1M• •-.• r•.w..r• .• ...r r a.r�.• ►r s...rw 1••. aw A.aalrl•w. »r.. «.. .... r ......... ,..r.. DI-3B _DETAIL SW ARE SKI) ► AD 6 •TH ICr. CONCRETE ASTM C- I!-, 4000 PSI JOINTS ARE TO BE SE •v.III WrTN "O- RNO OAWaT NVFRT CHANNEL TO PROv M A SMOOTH TRANNT KIN N To OUT FOR ALL COWECT IONS GROUT BOTTOM OF MAN•10LE TO FORM CHANNEL -- 6' BEDOPC QF MsI STONE I� TOP OF MAN K)LE AT ORADE N PAVD-ENT AREAS. LUM OTHERWISE DRECTED. TOP SHALL K SET tI" MN ABOVE RADE N EASEME NT AREAS • E', CONTRACTOR TO OROVT MANHOLE N Pt. Act. �. 4 9OI.T1 (i/{• DIA.) • .•). _2b• — - • ,+1D.MTMEKY RHOS ( I 1 _ MAXJ 1 1 • S• MAK BET ECCENTRIC COKE ► •' c..'.:• COMER E ORECTLY •.'�. /P►OSM M DOVE .: iTIIEAM N:VIERR t 1 a. 4T)•' C� S� 20 PIONEER SO I MAST APPIL SD -BETVEEN JOINTS AND ON EKTER= SU OF .ANT. -PPE TO MANHOLE CONNECT ON TO N: SVFI• au SLUW 3'-0' MN 4'-0' MAR TOP OF RENCH- WALL SAFE El" AS TOP OF P!E NOTES: 1, mvowia s"ts-s titan haw aA axtornal eaattn3 of approved 61tV &sM water preeftnq prlar to btstaRatlon. $. CoAa►ott a4}Ystrlronl ryes wont be •%od if a4JltrVnant oMvatton axooado two tnehes. They !than nave an rxtorfr oaatbq of ►Nutnutlo water Proof" S. Nolr-Shr%* Pwt wNh SKIRW a" be "" far fbAI sl•po ad)ustawnt. ♦. Ski/ pad to be plaoo4 ara•od aaas/lolos le••tN b% Alo kl rs of roots. 3. r0t WF •4V",9 stall be +rod on o1Wbw fmNlole (6 A. or to i) Valanatiom, PRE —CAST MANHOLE DETAIL wo,A .• w u rwla« NOTE 3 _- _ ._ i i• " S'O. r.N re+• 11.— seoo.. of 4 r .) for V •ar "P.r .n• 3•rdwa 01-IA _ -- F�K _wKlfl.tl M pblOW-- n MCW*u rn SrQwp.a ry„ 1s 1 TM calof "!r r x - 4• o«x" AOV vn•Iag od.mc6ro m nra.rru. nu "w w 1. A pf N a ( •6S T4,. •r[o.q 1. 1] b 1M.doe �n Its a [• WO ter It. YoY tttl'-1b'al 24' •S1rwim ,nol-Owl. lti n T� A. u.r. •w/ b pr•<gl a co.l m pb<• MNtY_rl r �.t�- 1 rr• • -- _ _ _ • Atl Ca•I n a•C ro r Cw•. A! fp pr ceN 3r• 3r•r O]O! L Tl. ll' arwn• r1Y11 .ro.n a. ti 3.>'riro• rw .O.. u.•. r ee eM (bl• b m•.•r« I�Dm 1M �nwrl d M Out SECTION A -A ral as. b ti 1•► a eM •ruely r,w'N ew»r•w•r a• appraraa ale, tb ••a.r61p glr[a.•• ara its o+ �7-7'-- -1 9{ r:6rl 4.r.err. M•116e a•wr.w« A rM Cerr.clo. .,_r_p•.. .. __ rr.. Hold cMpww.. PLAN .. •rSeera Ow•r I aloes. 1=' r ar so" a. Yr I of ...•Ito r». r r" owl I GroP Arro..�� C4 Mr oaxrn ri w. motor CC+:I RETE QUANTITIES FOR MIN DEPTH .» yr. e1 a. •!wire•a.••.l a W. •rc•n • »re Mr rn i2 .IY pw0" �+.0.0• b 0-0*aoral• 1. o1a•r• 13*1- rs.- I.oOC.n]. Caroe•e r.lo b M6• be w.rrlr aTh..e.rl .vslE D.16 "' -.h a yarrYr I\••', r�r•. .0"aa am 13't at a/. - lSb A71r. fs.[w. a •lint! a .a.r M W. .r1.cr.. Th. cot 1s Incr, �w.w Dw 4 nw.•/a...r. 2i4'a••rr_, b !!'t rr' L120Cx Y111CUrx«M w ar r •xarr• w aw l.k. tea Yn n..✓, novas. 3 wr..ec o« I. , a P..,y< «St.dr4 ra-s.4 PI We m'.oW- Lai? .A ant. rrra• a •N.co.•. ado 0.440C. N tr.W. P. oaaNlarr 1oI0 of •.set• ---�ESECTIOM STEEL-----jjs.CilCN CAT MW 1.1•tl. A. 'a'Q T U IUl r OpInn11 r� 4. K' S a• ara•• ALE. .I.Wy irsl.."l . cart ,_. aaraas.I uo. st EEL 0 CI5' j Aj. J 1ii 4..4, ;.4' 3" 3rr - - �: f� c.. -a "v -"�4 1 ji :l SECTION !+ a DAWNt1oM3 MR CAST 1140" ONLY I-*- - " SECTION :-C APPROXIMATE WEIGHT Co.. wen w- S65 1 1a1r DETAILS OF AR AND GRATE DI-1 DETAIL NOTES Arq al•Ir�.el• r..�nwo pl a uo+ea• .».Ewa M •ro•we. 1 1M HEM»P rest r I»Iurr•. Ir its cwI ., ..a....ro.n 6v.en Slop@ and Width ---- —6 as Indicated S 1i4':1'—► 4� 2' R ,,/•/' /, -t+•t• 4•.i: :i:: l I• ;1 •�' '�i 6' SIopB t' t 1. . aA3, 3.000 PSI Air % gar Gss r Entrained Concreta !"'S .•r .ir 1 '• V No. 8 Aggregate Grading A Nattual Sand •• ' �• w �-- Compacted Subgfade wt CG-6 DETAIL CLASS -B' Irefully Compacted S*60 ickfill M a 1 u11t AGGR E G ATE TYPICAL BEDDING DETAIL .'t. vemer'4 3.000 PSIt;oncrete no l _ date description py I ekd REVISIONS o p E40 floolliv Canrar.n Sol .gib ' First Virginia Square a Standard Details �o m Frederick County, Virginia A ai € $ 71b-C a» cfwg.- ro 21.dw drown by, twp job no:- date: November, 1994 SHEET 1 2 0F1 5 a..& -am 'ao ai 5 -ee- rla° ».d• 3t,m (ro.5) 60 2113 ro ved b approved Y � scale: Ncne 01R4FWILL 2-1n•12-1l2'SR. in' 0� _ Jj•.p•� IaR. WE7I. z• uE SrVRFM S>Am --- �Y T4 Y11I t 1-c-- --f o VX 21 1/4' ts. ` I I TIE 1a DALE. t. - 7-ln•a z-tn• i "' 3J4• LAS nT 1"Rm sA YIN 4. U.. WBD 1H DETAIL s.m1 GATE FAME ALL wlo r �. WYE Am" p SIL 2 1/2" 12' E.S. a 4• N �L 2 W1E1 (>ff O I �y W1f WB7SO4 t `5 ewV- //// ILLJJI r SR. (Alt PUT — 4 CDAC, FILLED AIDALL g p ID IN ET& 24• tlli3. ane•x Ir E.G. I �� _, — t-Io•X1s' S:. ( VELD) - - s1AV GATE ATE PLYID -. _--- AU ARUM `- r ou. Q INSIDE Av t TYP. 9YR1 PST e• M. 7TJIAAE ! - I t . - P10VIDE DIiT ^ All FCLP .-•'f_� PM FILM N CDC. f DR9� TO W101 BNOIA6 , IM y17 7D' LG 1 GVDEPL IiIP� - "'�i 5'-O. ACE l/! AT EACH IL NoIEW Nt Dam w) � �' DETAIL 1W► IF f-A! - I I SAD U ODROLM 2-1n' 8111M Rt. OF SYMC11.lE M.Rm. WIN• WE PROVIDE 01WP Rm 3+47 DATE F%K WV aD• LOB AT EAD4 DAIS DIAS. IIMCDO Wt . PI.M • lwt =wAE DEl - ONE w" cm AS 4' 9C, CAP WtAMa),1I)liE � -� .- LM %LL MR-O. Alva.y"_.. FILL DILLS AErw -IC10 m CMFWS j t/ W[. L .4 VW. vOTES' l AT z•-E• i oxG IMOI FAM TO WTW &nlDIW •4 D04L SEE W101 'A -A' FOI 01141.5 e.O. e• awC AD Ht/e71' R.WL2.D t.t.f. - TV TALL FTC. WD•YTe' a• CDrt. a' to W. IEDE. - 31C, Alw V'4 iM16 !Q' - Y, . SEE *AMAU ga to DF PAo11� in W1W of } F' .-,,`...• •' '. •� "` All so FQ am Is 1G 4-- — - E nlri170 Is TIN �Rtw -5 -,L-44 AID, aw Mt IRls ,ec, •IW1sMIF ,� i I BRICK TRASH ENCLOSURE DETAIL FED PARAPET LIGHT SHEET METAL CAP BAND . SEE DETAIL •3 SHT. A-3 - /CONT, (TYPICAL) 15'-8' TOP OF PARAPET LIGHT BAND (ADD 3' IF BARREL TILE IS USED.) -- — ----- - - 12 1 TYP.1 WO FASCIA (TYP.) 4 o/ • ) STING ES (TYP.) --lpaASS_ I nil II n Ic I MAIN ENTRANCE ELEVATION 70 5' -0'X5' -0•SIiFACE MDJHTID RICER KING LOGO(N.I.C.) FOR BRIOUVOCO CUMCTION SEE DETAIL BELOW. DIACONAL SIDING (SEE SPECS.) TYP. FACE BRICK (TYPICJL) BOTTOM TRIM TO BE P.T (TYPIGL) SPECIFICATIONS A. LAMP - 4001 METAL HALIDE. - LAMP SHALL BE INCLUDED. i S. LUMINAIRE- i i ONE PIECE NON -CORROSIVE METAL WITH BAKED -ON POWDER COATING. COLOR: BRCNZE ANODIZED. - LLNINAIRE SHALL HAVE BACKLIGHT SHIELDS PROVIDED j TO CONTROL. LIGHT SPILLAGE BEYOND PROPERTY LINES. i C. POLES 18'-0' HIGH WITH 18• DIA. RIM OR SOUAFIE BASE FOR 20'-0' STANDARD MOUNTING HEIGHT. PU-E,FIXTLFE AND BASE AS AN ASSEMBLY SKULL MEET WIND LOADING REQUIREMENTS OF ALL LOCAL CODES AND OfDINR4CES. ALL MOIMING HAMIARE AND BASE PLATE COVER TO BE SUPPLIED BY MANUFACTURER. D. ILLUMINATION LEVELS PAWING AREA: 2 FOOTCANDLE MIN. WAINTAINEII AT A HEIGHT OF 36• ABOVE SURFACE. SIDEWALKS: 3 FOOTCANDLES WIN. ENTRANCES: 5 FOOTCMDLES MIN. - AVERAGE LIGHT LEVEL: 12 FOOTCANDLES REAR CUT-OFF PATTERN REWIRED. LIGHTING FIXTURE MANMFACTLFER/SLPPLIEA TO PROVIDE COMPUTER DESIGNED LAYOUTS. E. ELECTRICAL REQUIREMENTS MULTI -TAP (120v-208v) LOW TEMPERATURE START BALLAST. POLE GDLFO: 1. PROVIDE A 5/8' x 8'-0' LONG COPPER CLAD DRIVEN GROIPD ROD WITH WIRE CLAMP ON BUILDING SIDE OF EACH POLE BASE. 2. CAST A SINGLE •8 COPPER GRIM CONDUCTOR IN CONCRETE BASE. PROVIDE 5' OF SLACK AT EACH END. I 3. TIE LLMINAIRE GiCUNO AND POLE GROM CONDUCTORS TO POLE (3aW LUG AND POLE CONDUCTOR TO DRIVEN GRIM ROD. ..fl 0 AU FLOW AFFINS FEVERSE SOLID YELIAI REFI-EOCTIVE FOR OPPOSITE ARROVS TRAFFIC PAINT AS DIRECTION OF PER OIIENSIOW ASM. FLOV, i i PAINTED TRAFFIC ARROWS DETAIL POLE CONFIGURATION 11:1 1H SINGLE OU BLE 90' PARALLEL TRIPLE 90' OJAD DOLBIE 90• 180• 14 15 STTF 16 REFERENCE � NACER 18 19 HAND HOLE W/ BLANK COVER (W.P. ) 4 EA. AN(N(i) BOLTS W/ LEVELING NJTS (SIZE AS REO'D. FOR WIND LOAD CONDITION) 16 BARE COPPER GROIRD FINISH GRADE 3/4' DIA. ELECT. CONDUIT FROM B.DG I APPROVED SITE LIGHTING MANUFACTURERS MANUFACTURER LUMINAIRE MIODEL A POLE LIGHTING SYSTEM INC. CLASSIC CLM-FT-400►H- F-208/240V-BRZ-NO P.0. BOX 42728 4S0-S11G- CINCINNIATI.CH. 42542 18-BRZ f£-FT-4001M{_ (513) 793-32DO (800) 782-3202 HERITAGE F-208/24OV-BRZ-NO POTTER -VEIL COMPANY 2434 W. F-ETCHER STREET kT-PHILLIPS P1840-S/D/T/(r- SP-1844 CHICAOO. IL. 00618 DEL-RIO DEL-40OW-15 (312) 528-6800 (800) M-9345 RUID LIGHTING INC. 9201 VASHINGTON AVE:. RACINE, VI. 53406 CUT-OFF CF3440-40OW PS4S2OC- (') BZ (414) 886-19DO (B00) 558-78M SECURITY LIGHTING 3477 W. TOIHY AVE. LINWLNWOID . IL. 80645 WEDGE MH WL-400-DO-MT SSP-I8-DB(') (312) 674-7100 (800) 544-4848 WHITEVAY TRIU►PH TH-400 Z08/240V-RBA 1736 DREMAN AVEN.E 18 SOS 411 LR-400-W- CINCINNATI. OH. 45223 (513) 541-3488 LE BARQH 208/24OV-DBA STU3-LP 12 ABOVE TOP OF FIG. 4 •7 RODS VERT . 8/ •3 TIES AT 11•D 12' D.C. SITE LIGHTING DETAIL 8' X 5/8'0 G10ROD N 1 4- 4- Rclrts¢ umPS76RL D I no date _ descrlpt_ioI REVISIONS Uh_a ` 7-ram o First Vie 0 d 41 U c Stands ti m Frederick County, — wg- no: 3121.dwejA no_ Fi r FEE: /�OV1r SITE ;: AGp " ADP NEBV GA61 NET ti 16' - o" (0, jr, Mo��� t6: -0„ 1i2„ .��G.L-L) sQ. EXISii��Gi , I Tue>E I , �18 x10"x 1' STL, PLATE WEE _r AbovE -- No-r - o 5('ALE) - ti , A5 O.P. OF +' 6oT`TOn. PI PE , "f`(PIGAL "E�ISYINt," 57D�laIIJCa C�ETAIL-N,T,S, IA 4A - /7o s� ErcISTIIJCri 30" 0, D, PIPE 1/4 iH K, �TL. PLAT 4 3" O \ C) -Ea VIA, ,- Z 1It 4a'' 21I 1/2" STL, p21LL PLATE- 4 " -TA L_ L X.�J" F02 2/4 \NEEDED ANC -Ho 2 (4 >319L.T5 (4) , FLA E � WeL 6Y— �xls rlt�� �� 1; A A O, D, PIPE EX15-(Ir1G, , �1T L 6(_1 H E PL-I L.E Fo K EXIS-(ING-1 FOLIIJ PAo T'ICKA (o, -AP"o'P EA, 1=A&E -nl ,5, 11, �1 o P�AR.S 85%' LONG, x 2 i4' DiA. ANGHc;L 13OL-S 4-o x 4-0 X 3Yq"54'UARE (4REQ'D)• 3 NU15/50LT• PLATE, � �� NoN-SHRINKlf�uT, — 1_on q E 2'-O 2 G I �G•i•� ITS •120V //0 r_ 0 a ExISTiNG 18'-o'I (� �ouNDATIor� LaNv pl/+�ErJ6Io►,1 N•T• �. SNnrZ-j Df/tiENslo►J OF FOUDAiIOtf 8'_pIl it4G NIGH P-15E 51GN NOTE- BURGER KING/AMMOCO HIGH RISE SIGN TO REACH NAXIMUM HEIGHT OF 1 10'-0" PER BZA APPROVAL OF (CAse No : 6 15 016,/ dr 7) 619 - i944-} 6'0.0. PIPE -1'HRU CAF>INET. PAt F L , rl' 4 Y, is p.31VE iD" K iG 10" 14 FMONT VIEW "u ?'Ili v ( 1w)-r To ';c.AL.E) r o. o s F+T - L - r • S _ l ' "I I I 1 �,— �3" D E�= F ��-•...'NET AN To WHIGf1ro� 0 i 4 L"DLTS 6,ee_--1sIcr(g7-0;AL, �— '� HE,x:,z_ (oIx � )(7-tiI' -0►vG U 1"1 tZE/Ao./E-EIrD-r�lEGc .i p�oI -T Tc� •: 130L.-j -T'H RLl (IN�i c7` Ga:3wC"j's) -."►+Ru NSIPE Nu/ - ALS L t-1 — - \VALL Or= gII uP;:�IbH7 Ft'9T"-5, RE�c lz ( 4-, 3/$" E3,1_-T5 EA. S►tvE/ 8-To Tt,,L EP toil _—� --- c R...AC-i-1 CAP�I ►JET) , GG( P l9. cal (t L�;D ��^ 10 IU � - 9. )S,t(I - - — AA 14" K 2 o" X J-" STL • FL_A-TE W9LbE D To ' (o" -/, 0" -TU13eG 4 SEcL-Ksp (t ajEiT7) -ro 1�gll (illQ� II a � • IN �9'1�ll . °' �4 -a � III lt�l ti : AIM � On 4 - (T(P) d d 6 X`}I-C7 ° LoNG ANG�1oR, Q e ° P>oL-fS a M- REQ'b EALN NO L5_ ), I— it 81J I L."I M C. wlo wt wfi, L 51� ki ' Ar��r _� --- r _ r _ C ^n I date descrtption Dy REVISIONS ° 0 �"� b First Virginia Square 13 •� � s Sign Details J_ yg i 0 Frederick County, VLrElnta _ n 310 21.Q!9 o: a..o..... �».. drown by twp dote: November, 1994 SHEET1 4 OF 15 wDromd b✓. CEAI scale: None t 12 1/4' SPEAKER BOX ASSEMBLY - 1/4-20 BOLT (2) HEO'D. u 1/4' PLATE W/ THREADED HOLES 11WING POST W/ PLATES WELDED TOP A 9CT7CN CONDUIT SHOWN INSIDE 60JNTING POST I TOP VIEW II POST COVER ASSEMBLY BASE PLATE IIOINTIN' POST BRONZE ANODIZED ANODIZE ALUMINUM EXTRJSI0 - 1/2'-13 HAS (12) REO'D. II 4 USED AS LEVELING NITS FIN.GR. OF DRIVEWAY i I II II 8CONC. CIRRB II I 1 II SVCE --/ ALD I0 TO MEN BOARD 1/2'-13 ANCHOR BOLTS, 18' LONG W/ 8' BENDS. (4) REQUIRED NOTE: BASE WILL VARY W/ SITE CODITIONS 6 DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. SIDE ELEVATION SCALE 11'-1'-0' POST NOTE: USE (8) NUTS TO ATTACH ANCHOR BOLTS TO TEMPLATE AND SECURE IN CaUf-TE. 3'0 PIPE 4'0 PIPE A(RYLIC-P.V.C. FACE CAM Off ° CLEARANCE 8 o -8.. RED BACKGROUND WHITE LETTERS AND BORDER 3'0 PIPE PAINTED DIIEPDX 71-313 DARK BRONZE. FINISH GRADE D/T LANE NOTE BASE AS REQUIRED BY SITE CONDITIONS. DESIGN RESPO•SIBILITY OF SL IBCO(TRACTOR . CLEARANCE SIGN (NON -ILLUMINATED) NOT TO SCALE t�W�� E1 © 0 0 0 IDN. -rmmm rVff No 0HN 4'L_-'JWtIV OW on NORM OL�17 C K07 �Ila� ENTM E6 E7 0 E9 1� NOTES: SIGN FACES 1. V MESSAGE/SY►BOL BOTH SIDES 2. ALL AUXILLIARY SIGN FACES TO BE CONSTRUCTED OF INEX 5" (EASTMAN QfLICAL). 3' 0' 11 1 EMBOSSED FACES TYP. 2 SEPARATE DR. FACES EA. SIDE D 083 ALUM. CABINET SEE ABOVE FOR DIFF. FACES DLRFPDX CONC. BASE 71 313 DARK RIGHT FACE ORANGE REO'D. WHEN BRONZE BA(KGUM W/WRITE SIGN IS NOT COPY PROTECTED LEFT FACE BY CURBED 4 FED BACKGROUND W/ ISLAND. WHITE COPY (EJ•ESIAL. C(NTRACTOR TO PROVIDE 04 ALUM. PYLON COVER ELECTRICAL FINISHED IN 71-313 STUB -LP — - DARK BRONZE N FIN.GR.-SEE NT.4 SHT.0 1 1/2' 0; I I I I; I NOTE: I ELECT. I I ' 11 ( BASE AS I CODUIT REQUIRED BY—���- SITE CODITIONS o = �-� THE DESIGN IS T��' J I THE NESPONSIBI - - - LITY OF THE SUB _ _ _ _ - _! CONTRACTOR. 24' OIA. METAL SIGN CABINET (ILLUMINATED) NOT TO SCALE 4' SCH.40 PIPE PAINTED DUREPDX 71-313 DK. BR7. INSERT 3-1/2' SCH.40 PIPE. (4) 1' PLUG WELD (90 SPACING). 3/8' MOUNTING PLATE - y COVER PLATE 3'X3' SUPPORT TUBES 1/2' MOVING PLATE I FIN.(RADE -�� TO SPEAKER POST 24' ANCHOR 8CLTS t Tot FRONT ELEVATION SCALE:3/8'-1'-0' FIN.GIADE (SEE H 4 ON SHEET C-1) LEVELING NUTS RE SIDE ELEVATION SCALEI3/8'-1'-0' 3 PANEL BILLBOARD ORDER STATION SIGN FACES NOTES: D 2 Dln( ,y%�o�MF� 1. N1 LONGER TO BE 2X CEDAR u `� v U tl D CONSTi�1CTI(1N, (X.FAR GRADE. 2. ALL SIGNACE TO BE STAINED FOR DMICR 115E WITH OLYMPIC SEMI -TRANSPARENT j� M �% n 'fig CEDAR. Il 0U V U (JJ S. BEFORSIME TO I PRE -ASSEMBLED D-4 BEFORE SHIFPINq TO JOB SITE. ENTER CAR ONLY CX � U ONLY No Ex � y D-8 ONE MAY ONLY MESSAGE/SYMBOL BOTH SIDES SUPPLIERS: 1. SANSCO INTERIOR DECOR 215 WASHINGTON ST. WEST WARWICK, RI 02B93 COLOR SCHEDULE (401)828-5600 LETTER= ROMAN •102 FIRE RED 2. THE SENTINEL. GROUP, INC. DIRECTIONAL: ROMAN •134 U.S.HVY. 150 WEST O{jq£ YELLOW ADVANCE, NC 27008 BURGER KING LOGO: (919)998-BO88 OR BUN - ROAN '134 C ROE YELLOW (800)334-9350 LETTER - ROMAN '102 FIRE RED 3. WOOLSMQTHS SIGN SYSTEMS 2525 WEST EVANS DENVER. CO 80219 30'.36' OR 42' (303)934-T768 OR SIGN BOARD (800)821-0968 FOR SIGN FACES FRONT - SIGN BOARD - SIGN BOARD BACK 30' 36' OR 42' SIGN FACE SIZE REFER TO SIGN FACE DETAIL FOR MESSAGE/SYMBOL -� 2X4 FRAME 4X4 POST- GR.-SEE NT.4 C-1 I I I I I I I I I I I I I I I I I ism i I POSTS IN TIN I I I I WHERE IN CONTACT W/ I CONC. FOOTINGS I I I I I I I I L _ J L _ J FRONT ELEVATION N.T.S. 3' LAG ALLEN HEAD SCREWS SIGN BOARD 7(4 WD FRAME �� 04 WD POST CM. DETAIL N.T.S. 3' LAG ALLEN HEAD SCREWS (RECESSED TO BE FLUSH). b1 II AS AN OPTION) C11TDO(R LIGHT y� �{ t) FIXTURE BY APPROVED MANF I . (SEE SHT. C-6). LOC. TO BE VERIFIED IN FIELD BY G.C. WOOD SIGN CABINET (NON-ILLumiNATED) NOT TO SCALE SCOPE OF WORK 1 . 0049AL CONRiACTCR LOCATES t OF SIGN AND STUBS LP CONDUIT AS 9-M. 2. SIGN INSTALLER EXCAVATES (BY HAND) FOUNDATION AROUND CONDUIT, SETS 8' SOI.NRE TIRE OVER CONDUIT. POURS CONCRETE FOUNDATION TO BOTTOM OF CONC. BASE. 3. GENERAL CONTRACTOR POLRS CONC. BASE. PURLS WIRE IN CONDUIT. 4. SIGN INSTALLER RETUfirS, SETS SIGN, CONNECTS TIRES TO SIGN FIRES. WELDS SIGN BASE, INSTALLS SHEET METAL INSET. 5. GENERAL CONTRACTOR GROU1TS/( t.KS AROUND INSET MERE IT CONTACTS CONCRETE BASE TOP. LA'vau' � . 3'-11 7/8' IXTFiI.DED ALUM. CABINET W/ RADIUS CORNERS. HINGED TO' RETAINERS WHITE BACKGROUND - FORMED o WO PQ.YCAFBOgTE FACES CiaAN(E BUN, PMIS 137 EMBOSSED rz o �0M RED LETTERS, AS 3485 EMBOSSED Uv FACES TO BE DISTORTION S(REENED ti ALL RETAINERS d FILLER TO BE o DARK BRONZE (FNTARI 1000A III ORANGE BU.N, PMIS 137 EMBOSSED )III 2' IA.3�. MARK - SPRAYLAT FEDSHEET METAL INSET COUtTE BASE BY GENERAL CONTRACTOR 6' SO. .375 THICK STEEL SQUARE TUBE 6 CONC. FOUNDATION �- CONDUIT W/ 20 AMP CIRCUT WIRING INSIDE OF SIGN MTG. TUBE BY (FT1. (X]NTRACT(R. FRONT ELEVATION SCALE) 3/8'-1'-0' 10' FIN. GRADE (TYP) SIDE ELEVATION ,V.&E, 1/4'-l'-O' ALTERNATE MONUMENT SIGN FIN. GRADE G.C. TO PROV. ELSD -UP - --- I I NOTE:BASE AS — I IREQUIRED BY -- SITE CONDITIONS.THE IGN IS no date THE RRESSP`MIBILITY -- --- OF THE SLECONTRACTOR I warms... Y.W1. n.m O C70M 007-2136 W SIDE ELEVATION ° 0 1 N.T.S. W .2 0 >5 a� m w-w" on.. F..*Od b w vrdnr 22W1 M►-2116 3' PIGTAIL 4' SCL AFE STEEL TUBE OUT BOTTOM OF SIGN - FIELD WELD 6' SOUAFE I STEEL TUBE CONDUIT ----___-- ----_._REVISIONS First Virginia Square Sign Details Frederick County, Virginia . no., 3121.dwrd—�l no: _ - . - — - Irown by, - twp er-November, 1m SHEET 1 50F (5 ipproved by, . CQ1 'scale: Naha ft rx. _ V ri; 0� i� �Y..l, �F J _ 1 ills pr-0� HST g N .:..:: c.ww..:v..+.w....:::...._.m.. ,,,...,. ti i "r t�...—.. :. � ..... _.__... _.....—. __... __ �fw �� ► , , is � "'� .. � �QED ,�` � .; •: � � ►t ; A �� - i ' f .� _..._v-___..._.______ , �roH-[ �tl�,� 6, t , ,�; _ _1 _ � _� ��1.1� 9 s� �VN I �I• � ! . �y� � �� : 0 Amp Nov To 410 (A,1 a ` To 6` t= ;r 1.0, tl ' ,;/0" \VI LIB ,y 1 i I Al� O,P, OF �y e' 6vTtoin PIPE , �� TYPI(,AL. "F15TIN� ,)1461 KI6 D E Ta 1 L jAr8A - 17d E�c15T►ti 30" o, c'), (:I2" OVA I DIA, � 4611 �7 1t �7 n� '41 Sit, DRILL PLATE (auSgET; }TOLES 4"-TA LL )C8`' WELf7ED ,r��"o wL-_ 02 64 RZeQ'D), f3v L--i-S (4) , FLA-1"E � 61_Kvl�1ET->✓K15_rWL/q T, S . } r TueE E5 ' ��= A3.0.�] 18" x18"x 1" 511- PLATE (_ WELDED — ,T Above -may: VIEW SIoE VIE\V Noi -Ta SGAI.._E ) �x►5-("IrJG-, , � fir✓ L �N E DU L_E �c � EXIs�fING-, FOL.If�Jp©,-�'AOf� • 11, Flo r3A�.s 12 f 4,5 %z" LONG, X 4-0" X4LD"-� 2%4' DtA, ANGHotZ EwL-S X :3 STL, 54UAfzE�(4REQ'D)• 3 NuT5/polj, LATE NoN-5HRJKAA (SR -OUT, 1 11 Iff t-lei 1'- oil le- (�6 �d .I.4 �• e'., � d 151I 1 t I7L ;S l 74 � ExIsTING LaN�, i71/+�E►�lSlo►�l N.T, �. ,:�HORJ DI/kr=Wl loQ OF FOU12A71OKI ; 0'-0Al, 1i- .+R► kit* HIGH PtSIE,I NOTE: BURGER KING/AMMOCO HIGH RISE SIGN . TO REACH MAYIMUM HEIGHT OF 1 10'-0" PER BZA APPROVAL OF 12-20- 1994 . (CAse No _ d i. - 0/6617) 018 -- tg94-} //0'_ 0„ YX t< -r-�_ 5'-ryAl p�l� No/. I M_A1G5 FF rjG'.�.EC7 L 4 1, , f yI`LvN6 IZE/h�VE El"."D FiE:6-. Z 60t--T To 1,4 "I'S wAwr _Pvv r.u-m ✓ ; INS. Ll rl f:zG�t ►vt~ C % : FIOL- a r G% -.l ®-i AL-> . 1�116,t ! C.�5.f3t ti ; 1''pt.T '1 H Ria F'R_A , 0 ►JSIpp- WALL 0r lA`'X 4�'t UPP I16P1 j' n9gr, . 02. SAC-H CAPA NET) , 14" x 2.01I X 1" STI_, �l A'fE (?`{t') WeLC7E'a Ta ' toil -A S't J1.lE3ES A.NGHO ' L�oL"f'G (4) EAG44 51DE III (4 R5q'b 5-Ae,0 140 L5 ), e6; -- I date 0 description REVISIONS 0- I `� b First Virginia Square w d 1 ..r Zvi Q$ ns Frederick County, dw9-nO J121.dw r - ,w drown by firp 0L1 ay [J 5 R+MbM�� uVpnb 2I.M1 nn,t �r_ria _ ""' !=Droved by CEU4 Sign Details ckd Virginia - Novamber i99 SHEFTI 4 OF 1c5 e: None \v rL P--- 1r7 1- 0 11 6 p -011 '1)101-�77 V Lot I TUBE Is"" Yd 6")( J." bTL. PLATE \VELPEtD \Jle\\/ slop- 141e\v AS 0, D. OF Pi- JAMA = 170 !iI F (-i/?- lt WA I 3" o a G) - A. 46" 4) L 0 24 01 D. p1m 611_1�I e Dlj Le Fort, --n � (al C­ "/Z" Lo w & K VIA, PNC-Hc7r' , F�OLTS tJOARe V //o ,- o " 157L, 151 ,T DRILL t 7 flaLes 4'TA LL Y_ �NPuZ.AJ'tr f IZs p_ 2- �/ W r:: L17e D NGNO{Z(4 V5_0'D), FOU NI �A7 10 N T. G. al" GjNOflT DI/K 4 OF FoLJL7A7ioKj Aimme) e- _bjuo�� _l( kimG H16H PcISE 'S --N NOTE, BURGER KING/AMMOCO HIGH RISE SIGN TO REACH MAXIMUM HEIGHT OF I 10`0" PER BZA APPROVAL OF iz-2c - 1994 (CAse No -_ 6 15- _W4, 617 ot( - 1994- (o"0,0 PIPE Z T_ ;;,A,At —A <---FLAj Al -TAINE. 1,40-T TO C� k_ 6 11 (iIF) ...... 26.A S 6 To 60lt-:-;z "Y C:I/e' a0L_7S ci 1 LONG P-E//,O\/ e - Et­4 D Pf E C_Z. 13,0 L__-r 'ro L A )'I:- WAV E" _P ET U2 r. UT5 (./L. I N 1;, I G; H -r Fo5rT, 5, 1 V, E:-: (INS D cAv5lNt:-:-re,) ­;-tw,w lwslpe VALL. OF (p-'X_D" UPF16H7 4-, -Vo " Pa--1 5 R A - S i uIP_: / ?5 To TA L -4crz. spqA, cAiaiwe-_T), No� e,^4,qo 14" Y, 2-0 11 X 111 SI-L. _F1�7'F_- (T F) We X) e TO , (o ll)C 011 Tu D e s 4 (Da:TEED) -ro aot-TS (4) 'EACH 15,15)e 6 O 16� O SKIS iI�JL'i. � � TUBE ' 10 x18"x 1' 5TL, PLATE WELD V1EW SINE VIE\v NOT To SCALE ) AS 0, P, OF � + I eMoin PI FIE, IL- RATE `���_ • "fYPiGAL "E�.ISTI►J� S�AGINC� DE -TAIL A {70 E K 15`(I 1J (1/2" OVA I -TH STL. PL 46 2i't pFZILL PLQT�' GuSSE'T5 }TOLES 4"-(ALL X-8" „ FnP-- 2 WELDED A.NGHO�/q (4 IzeQ'D). 1:,!,oL_TS (4) PLATE � �u�ET— Exls-rII�G H,T.S. �II D, D � PIPE EkIS'j-ING-, FOLIl�) p[�,�'IOt.I • 0 8 , ��• �a�s , 12'' o. �, (ouO.D. PIPE TNRU; I c.ALbIWET. PP 4K�xi" I sn, 1114 ", � _ _ C 51 A'3lvE q' ---1.0" x iG VELow aI' 3uc, T J AE ©11 t�4 i. //Ol_ 0„ ?)5 %Z LONG, X 011 2i4' PIA, ANGHos2 6oLTS X 3yq" (4 STL, \ 54'uARE�REGj'D). ?, IJuT5/5ol.-(•. j'LATE , �,��,,� NoN-SNR.I N� GrinuT, ti5i1 I !'y 2 G 17_!_t l ITS 12OV x k d ej. 2'_pu � � ExISTINU 1S'-oil �ouN�ATiDtJ LO1JC� t)I/^ENIS1014 • N.T S. 5Ho2T Dt;�EtJS1o�.1 OF A Yi 111Rf--K+wg H)GH OSE INN NOTE. BURGER KING/AMMOCO HIGH RISE SIGN, TO REACH MAXIMUM HEIGHT OF 1 10'-0" PER BZA APPROVAL OF 12--20- 1994 (CAs1r No _ 6 r5 014, of 7) ()ie, -1794-� Fm 4' =-0 1 / P V TA L To Cc��J =,x 'r o , bKoo Of 4— 7 Q1 6" IZE/1�oVE Et,.D PIEC-Z .; gv�-T rn ry yl(a�J ��..r'�,51 N FFF 13OL:T -rH R-U (INS tO� ca:�INc-i's� -:►+ INSIDe lo "\VAL1.- Or- (011KE5'1 UPF16H7 d�tiLr-`fZ ( 4 , 3/$" Ea'r%i�`7�7 EA. SIVP_ TOTAL = AC�i G4i31 NET j pit � ,� GG P'`( 9• ) 5",a FI _ Im 2LA cts !o'iXQ1n ' / C-1 n 14" x 2o11 X J-11 STL. T't,A-rr-_ tNf ) \V�LC7ED Ta ' 1011 �; Su �-lE3Es -ro 1811 A N GH 0a-OL-TS ('`}) FAC. i S i be it I a d'• 4�' e Q d dMp) 1/gt71A. � a Q �j s s X 4,_ o It d LvNCa d AN��r7R., Q P>�L`f5 v a (4 P-5q'b EA64I }AO L5- ), �'— o It A IW -/ f -date C7 A (M) W7 21M ma k 13r w --- — w I �stj� ti q) i_escripU.on REVISIONS First Virginia Square Sign Details Frederick County, Virginia dwg. n 312 e,ir�. rto: 3T�_ ___ -_----------------- -- -_- drawn by twp data. November, 1994 SHEET1 4 aF 1 5 oonroved b r. C£AI scale: None E I� E-RAL NoTFS 1, MULCP AROUND ALL pLAKT5 , 2, ALL PLANT MATEI;1A LS (T ES�S+fP-L135� -T0 S CUA RANTS- D FOP, A PERIOD D I-iEaP� F IZOM PLAN7E-D DAT`_ 3. NOTIr=Y LANDSCAPE ARCHITECT PRiC>P- -To ANC PLANTING ?03-5d0- I4Z 7. 4,-Ua57ITUTl0NS ALLOKED ONL`s' ON kPPPOVA"I OF IANDSC�,PE aRCNITEGT. 5, NURSER` CONTR,&,CTM SHALL FURNISH ALL T'ODLS, SLIPPLIEyCQUIPME.NT, 76-ANT MATERIALS �v1a S- TO CQ M PLETE'L Y t N S T A,LL ALL N v cs`R"; STOCt;, CAN �` P l FREES �. SHRUeS ZlXCEPT TrtE Sc-iz PLANIIN�s SH!.LL BE HAND Pt.I,�: ~JF- 70 UTtLIT`C LlN`S, 'A' uy INLET j S Cc Y 5G A. F— SCE Ns — to SS— D ur^ =YE t` U.S. QT, iL / R7.57 MAQTINISBURG :,DIVE Ai✓ 5 PANT LIST AA 71 Mctzl%AN ail �vlrA� Thy j� Occtdcji I!5 4_5 ''EMEizA l..D'' Ar- J? 1I AUTUMN Fi-AME., MA PL` Acee rubrurn "AUTUMN I 1 it FLAMEI, aP 2� AIzlSTo:.a;aT f'E�aIZ P-�►-vs cail�ryar,:,,. „ 2 CAL. "REDSPI��" BS 3 COLQRADO F,'-jE= SPV-iUC` ' ` Qicer, Fun�ens YAK • 5 FP n REDBVD "FOREST PANSY CERuS Cct,n=��lers�s �-7 "F-OZEST PaNsY" KC KWAKISAN HERKT Prunes rrklaf4 IC KWANSAN" PA! (o ht Q NlAY 5 "E U C E P, c e=• o-b i e s 1 a ` pC- O(:T0E3EP- GLOfRY MAPLE Ayer Yv6 ,wei 25 I `:OGToBEe c.LORY` PZ) 3 PINS E:)oGwCoJ::> Corpus sicricic� 5� j LIAR."rvn�-�. " PN j AUSTRIAN PINE P,pus nigac:i_ 5 KP 3 E 2E D5 P► RE pE AiZ Pyr E RS I j RED 5UNsET MAPLE Ace►- I "RED SUNSET SWEET rU1,4 -- R7 I i .RO SU ST4, SU N I PEA Jun, perils ch,nensrs 51 I , ` RDgUSTA GIZE.E.N CC 7 cDF�UD erC,5 Cav)aC4ems,s u C- C. wo 3 }}' WHITE FLOW`.:ZN Cw-nus-llo►-Id-t —�� i 4 DOGI,I/OC)D M`� 5HRUE3=�:' -- - — ,P F. { -.� { BUTTERFLY BUSH l3uddei,q da_vc.d i j 3-CGAL C L3 COMPACT FsURI IN"-, SUSu G.uohjr-ius o-ia+vs [ ; " COYr Ft c T US" C C:H 7 ROB:-K CC-T0NEASTFQ- Co+oheaste Ib-ice h o►-, zontoI IS —p� EA ! AMERIC ri ARB,-VVITAE Zhu Io- occideMtrlis 4-5 MEX-AL p„ —KC GM GOLD MOP C`rPRESS Ghamccpctr,s ptss�c 18 2{ �1I1-'Grf. CC HG r'p I HEE.IRX G,AKE,IE:T swEETS�'I>'E "NENFZ l-7AK4E'T7 LP 4-6 LI-TTLE PRINCESS 5Pi>?AEA 5p►rae,;. ,apor„C,:, -SEAL Gam, MP i MLIGHO PINE. P,r�us nivgho I8-24 VAiz. Pu r~,', Igo MY 19 + M`(ERS `Csw Taxu5 Cusrid4+r. 3�„ —P-, %ExtsT. ND i { ! };EAti'Et`; L`S E31�ht!'�OJ Nt�rd,n� CIOmes-f Cr' 'S6 I ! t`;ES"r S?�UCE_ 4{�,cs "N,clifrn,is' I2-I� — WD PC, i PEE GEE riYDZA NGEA Hydran�m pan ICULTc , 18-24 'l6raHi, �I pro ! 4 ='uni`Frocur+ih►�ns 3-GAS M m Rg (Z G RED 5AKSEV- �' Berbers thvnbe►G', �$'.� —`u'- f SH (o � 5N0WEbALL HYDI;ANGEA H-{drecnJccG var.~ IS`I-24� i { t' SNOW3ALL ' 71( !, 'TA UNTON YEw Ta-xvs yY 'I �'TAt1NTON" SzJ I I I SARI E fV'(i �Tt1Nl PER 3urh') peevs Ghinen'115 j � VA�.•'��IRGE►�Ti i -CORKEC;� \C?►QS 1Z/7 Izli1 - E ITgEE:; ..►v+70 VIEW 3L •, I T Fire Lone Location \ 6 w PAUL D. NULDONMEY, st of \\ 'A It � \ �� O ZONED A USE MAN UFACTURING URING Trench Drain \to I \ 20\ 6 u' \ \ A� Ex1s Brick Trash 3g9' 23 Enclosure (See Detail) _ _O \ e� 5'R __ ,R \ 1 g0, ' 0.46 12�! _ 125.65' f _ •R Burger King Speaker Menu 5 0 p2 00 R E -�Apron w / 12' Conc. A 32.0' 35.39' Freezer N/F P \ �' 12 O B-5 Sign -� PAUL D. ZONED: WM-1 et m �� O 12' '. •s 24' ♦� \ \ tj, v 'T'j ZONED: M-1 •. USE MANUFACTURING .� .; '�a R1 B-4 Sign 0 UE i '6.� / N F ' /�1i 54.3' in in 20 15.6', CIR 0 W N� C 0 R ,�� ,3 i8 1 10 A N D S E A L TRF' ZO'R / �� / 8a DI I... -i I 28' ' ZONED: M--, .t. 4506—,4- 1 USE: vacant i sign I oadln S ce \ / 310' I �40' t 1 I � e 9 p j 1.43, 6' R A. '' ;. •. Concrete SIvb cc fl 18 10' B- \ ^^ (K L 90) gvRNG--•---- in Tn I i Handlcv Rv 1 +' :. "• . HC Ramp Removeable Temporary o ,3 6 0 I (t ) / Contractor t t�', sturb Concrete T e By code ll �l B ��•" Yp ♦■ \ existing war _ � � g1 S�9 gq0 rro 5,�'R 30' --- I 24' � 24, o✓ � s'R 8 15, �, o ""� Relocate Ex. GuyMrs HighRise -�` -�' round _ ' J \ Handicap Ramp 28' BURGER KINGIAMOCO P10 den - 1$' `V p M Sign Two Igns o One) t �~ � (BZ VARI CE C SE \/ I (19 ,f016, 17 k 18-94)\ R \ r 10 \r \\1� ✓ 8'\r\ 24 ,� - -L- 18, 8-1 - 10 . - J / :• • Handlc p Romp 5 . _ 30' �`C'\"J\ 8 ... ..rLi� ' r� ' • �' 8URC+"USTERSJNC ,R ' 10'� N6759'18"E 183.78'1 1 USE: TACO EBELL FAST FOOD B-7 Sig _ % 010.5' Easement Required 50 Pair Buried Tole. Coble rn 10' � �� �� Underground Storage — --- '�------------------ ��'----\\1 I ( - Sidewalks shall be 4" ltrlck Portland Cement Co�ilc to (typ)10 ---- 1 i I --- 20' i o Tank Vault b r � 10' o 9' (t1PJ I 1 I PAVFli - - _ �/ ` o 7— -- -1 0 1 I PARKING ', r _�. '� 1 \ • 1 I LOT— lj - 26' - 34 14' I I 1 j 1 I 20 AMOCO-- - i 1 I rr---� EXISTING- J — 25' ------ I �' 1 I I I n 1\ l STORY BRICK BANK 24, C5 t BUILDING / — -- 1 ' T FF= 705.93 50, Front Setba 1' i ii W VI Sip T �m c w ( T"lf A--0GtZ ua4TF S T3 ►4ck 4' 4 < i I ran a ac / 4 --- - - - � 1 I +------7--I------� 20' D 5'R tripped pho17e Z - ~ it M I _ _ vement "' F J L---- Ar 1 O c R o W N C O R K A-1 Sign (AMOCO Letters) ^ A-1 SIDEWALK PAVED 2. GENERAL NOTES: AND SEAL �—' — USE: Vacant 15.60' �O 5'R -- R I / PARKI 'R___ -- 01' 1 R / >` f T Ex t--F--T� o 15.7 B-5 �I n owfgR! I I I I 1 I 1 5'R 1) ALL CURB & GUTTER DIMENSIONS ARE TO THE FACE li ollJ 8 50' Ij g I 1 I (// f I 1 1 ' / OF CURB (FC) UNLESS OTHERWISE N07EDD. I 5'R Burger 1n Sign / -- - % r Imo-10. Cob I (//) I 6�@ 2) UGH7ING STANDARD LOCATIONS TO BE AS DIRECTED I (lf - 20 ( �. / rx g BY POTOMAC EDISON CO. A-3 Sign (Lo -Rise �� 9' `" 2 I I RELOCATED B TING ��g`�' 3) �- INDICATES UGHT STANDARD AMOC Sign) 11' i --------- -- - --- _ �� I I BANK SIGN (�l t°cnte) -- - - 5 5 1 50 S 674431 " W 396.33' i �# 37.44' EX 200 Pair Teleph a Cable 10 ♦\ f�._._.____re / -2' Cut In - -- ---tale- - __-- ----- � T - - --- Tele ---- Tel —Tele - ---- ----Tole—- ----Tale------- e--- T ` \� �Tde� � Y WIRE � � EX 50 Palr Burie��ele. Co -Tole---��--- t I \\ R 0� - N \�� 1 1116195 - Revised er MOT Commen s wCEW date description b ckd w/ — ----- --1- - - - -- ---- - ---- --- -- ----- -- 9 Z \ REVISIONS 26.5 25 �i' \\/� ^ 136' Taper b o c-ram W dnb 22lM �� R w p First Virginia Square ----- - ------ _ 12' 14 14' 12' ;� 14T-- 12' Ex. 10' offset �Ex C&G 14' 12' \`\ ai Site & Dimensional Plan - - EDGE OF PAVEME TSIGHT 'V Frederick County, Virginia DISTANCE 510 to CL RTE. 661 - Relocate Curb Gutter as Shown m 9 F do _ _ _- - ._ .--------- ----------- -------------------- ----- --------------------------------------------- ----- _--__----------- - -- ------.-------------------------__..-.-_�.-_- . ..._-----_ _ _.._-----.._.—.. A � � !'c7wg. no: 3121.d� 7o no: 3121 U. S. ROUTE 111VA ROUTE 37 MAR TINSBURG PIKE o ,eaca�a.a,. ~ao. !drown by. - twp - date: November, 1994 SHEET 2 OF 15 - ---- --- -- eA aS (70) a . -4I Yr,. b 224M ' r eoo vv d b y. CEM scale: 1 = 30 -A -V,,q, eL C. �11� ey�y�O� �.�:� ,�- 0 Fire Lane Location o o •6 PAUL D. MULDOWNEY, of al ` ` P, I - \ O ZONED: N—, \ 'A p USE: MANUFACTURING '1':` \ 1 Trench Drain - r \ �e \ \� \ \ \ -► Conn{` a ToC° 20 �e U' \ r Ex�s Brick Trash 399•6 � '23' Enclosure (See Detail) _ 1 I 0.46 1 ? �- - — - 125.65' 'R _ I / 16.0' -- -- •'�---TAT _ Burger King _ - ro 20' \\ q � o Speaker Menu J2,100 E ��� o I.� \ i N 5032.0' - \ 12' Conc. Apron�' 35.39' Freezer I = ' \ 12' \ O ' N/F �--�B-5 Sign ' PAUL D. ZONED! M-1 .t al 12' •:. i I 24' ♦e ` \ •cr ZONED M-, Eu y — USE: MANUFACTURING / /� ✓ • �Q• \\ / / B-4 Sign N F �i' /✓� 54.3' N N - I / I, 201 15.6' A N D N1S EAR i!C 0 [/ - ' ' �' 1�^` I i� • �. Ike 2pR - " ZONED: U-1 t , 45, ,i' ' .•� i 1-_._J �, USE-- 40' --- OadMQ Sp Ce j 1.43' Concrete Slab t �� sue, 18 \ �^ 6' - -� 10' -� B-� Logo) • . ; _ -- / � �i __ o Hondlcap\ Ra � � � Removeable Temporary o• 3 (BK 1�� '; HC Ramp �- (typ) i- \ Contractor t t`' sturb Con rete Type Bo acade , �' / B' Si9r' o� • , �., I ♦� � � existing P wer 5'R �, - g-18410 "� �'R 30' ---� 24' 24' 8 \ g o 1'` '� Relocate Ex. Guy Wire � j High Rise `2 �\ / ro d y/ ,r Handicap Ram j ( \ 28\ g -_ r un 1 P p 1 T 1- BURGER KINGIAMOCO = PIay9 � �6' \ .4 D c - - prey �%- `� � /� I I Sign (Two �igns o One) ��;�� Aa �\ Sig VARI CE C SE k; „ ` L - _ _�_ ,{!01 #016.17 dt 18-94)\ LI \ R \ 10"\ 8 ��` "�� f 1 ; i46 Handlcbp \ amp / II � —J \ � - 6 � \ 8, �' ; �. I � • ' �� ' �� � - J BURGERBusTERs,INc 30' �R �'' l0'R N6?59'18"E 783.78' -:_--''SCR 'uNED: is s USE: TACC SELL FAST FOOD B- 7 Sign o 10.5Easement Required, - {� 50 Pate Buried Tel,& Cable m C+ O, \ rs \EGG 1 '✓— — `- � (3 G Underground Storage v 0.74' ,IG rank vault i 20' `Sidewalks shall be 4• Thick Portland Cement Co�lete (t)p) 20' ct rt OD 9' (t➢P) j I I PAVED ' — I 1 I PARKING F 1 - - - - f" 1 I - - — I `- -- \ I < W _ _._ II LOT I L 26' - -- 34 14'---� 1 l I I I 20' 9' z AMOCO EXISTING � �—--- J 24 P— OBICK - j 25" a v BANK ' r��-- jj f I f BUILDING I -0 'IE—-- 1 ' LL--- I #1521 I — 9' 1 I FF= 705.93 II N — --- --- 11 1 I I 4 ( n��bacV, ^ jI I 50' Front Set 1 50' Froba p 20' s'R trl ed hO�s Z I cn 1 T r pp p N , F -----1 1 I v�ernen t ea I F ---- L-----i Ar 0 c R o w N c o R R_ A-1 Slgn (AMOCO Letters) ( I EX, r, _SIDEWALK PAVED 26 3' / GENERAL NOTES AND SEAL ZONED: M—, 15.60' / 5,R -�� i- �- T -� PARKING ,R OI 15'R / f'-- usE: vacant14D _ _ o �7 I 5'R `, I I�,J I I LOT 1O 5�R 1) All CURB GUTTER DIMENSIONS ARE TO 7HE FACE J 71"_ °1( 8, 50 o I 15.731 B-5 51gn l ow► ISO I ; ' OF CURB (FC) UNLESS OTHERWISE NOTED. I �o r 51R Burger Kin sign) i / �•--- - -- �o --J 10.5' C 20_ �-.-I �` (11i � � } / �@ 2) LIGHTING STANDARD LOCATIONS TO BE AS DIREC ED J1f I I� 7---_ I O�hg BY POTOMAC EDISON CO. A-3 Sign (Lo -Rise44I 91 20' I I RELOCATED E TlNG 22 h S K SI�%N/ ' 3) - INDICATES LIGHT STANDARD AMOC Sign) 11, L -- ---- — - �# I I BANK SIGN <R tocate) 5 `' 5 -- --- _>----- --- ---- --- - --- 183.79-- ---- -- - ----- ram=- - __� 7175.68' tea_;\ S 67'4431' W 396.33' /0. 37.44'� EX 200 Pair Teleph a Cable j -- - - - -� D 2' Cut In --- Tde-- -- _ _ Tole— Ta Tale - --- Telr-- `�' Teis --- - TeI Tale- �--- 1 _ __\� �` -�Td Y WIRE r- T TRevrsed Sh ns er count_ ammon - - - -- -Ti- --- wp �� �t�- 9 �-FFevlsed er �wner s �Ommenis -- --- - �w EX 50 Poir Burled�e. CTele- \e Se DQr Wner s OMMen s 95 ReStaff & Agency Comments t GEM I 50' -- f i \`� 1 1 16 95 Reels_ MOT Convents ommen a-------- ----- _- --- w� no]____dateP description b ckd Q qD ''> i--- - -- ---- -- - -- -- - - -- - -- --y -1 - - \ -. REVISIONS 26.5 25 wwn..., v.yow zaeo, U Taper "�'"'-Z" First Virginia Square 36' o A 12 14' 12' /� 14 12' Ex. 10, offset �Ex C6cG 14' 12' C Site & Dimensional Plan EDGE OF PAVEME SIGHT DISTANCE 510' to CL RTE. 661 Relocate Curb k Gutter as Shown 3 Frederick County, Virginia --- - --- -------------------------------------- _________ _ _ _ __ __ � � € dwg.-no�3121.d� J�o 3121 - ---- -- O so- c ow. a .. as rn. U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG F'iKE �� 1,��b ,wbr_ twp--date: Noyember,I 1994 SHEET 2 of 15 NUL PPRDD'E��?`-YAR1ANff Pt - - _ __ _ -- _- ,a, ,,, r„ ",approved ed by. CEM scale. 1 30 GENERAL CONSTRUCTION NOTES' 1. The contractor shall furnish a// materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for a// work to be in accordance with opplicab/e Standards and Construction Specifications of The Vrg/n/a Deportment of Transportation, KIrginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify o// utility companies 72 hours prior to construction. Coll Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for oil construction stakeout. All dimensions, elevations and locations shall be verified in the f/e/d by each contractor prior to beg/nn/ng the work. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed offsite /s the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithful/y adhere to the permit conditions imposed. 7. Design features re/oting to construct/on or to regulot/on, control and safety of traffic may be subject to change as deemed necessary by the Virginia Deportment of Transportation. 8. All fill, base and subsurface material shall be compacted to 95Z of theoretics/ maximum density as determined by AASHO T-99 method A, within plus or minus 2� of opt/mum moisture for the full width of any dedicated right—of—way. Compaction in other areas to be 90Z. 9. Access for emergency vehicles must be maintained at afl times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not to be impeded at anytime by construction materials, parked cars etc.. 10. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing groud elevations of centerline of utility, structure or road, and offset hub elevation. 11. VDOT approval of this Site Plan expires ,3 years from dote of approval. 12. it /s the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of Vrginio (Overhead High Voltage tines Safety Act) 1,3. Frederick County Approval of this Site Plan expires 5 years from date of approval. DEVELOPER HOLTZMAN OIL CORP. P.O. BOX 8 MOUNT JACKSON, VIRGINIA 22842 PHONE: (703) 477-3131 (540)- 4-7-73� -1 e 0� OWNER BANK OF FREDERICK COUNTY c/o First Virginia Bank P.O. BOX 389 WOODSTOCK, VIRGINIA 22664 PHONE: (703) 477-3131 low 764 70Y 1. I .z �n o - .¢(• 1 f� ..ry��� ? ,• �.� ,�� -._ � J ! 6 __ , .:.off, Y i0 e• • ° �, t �` �+ z•• -p IP3TERC IVGEr82 • .�. 6� 37 ..( _,1 �,: � ♦♦�� �,ir � X � �-�' bat � ° liSCfl f � ? � =_�` G � q A _ �S , • s JQO �' '-{ � ��. j /� V i' V .. C. Vicinity Scale 1'— 2000' NOVEMBER, 1994 FREDERICK COUNTY, VIRGINIA GAINESBORO MAGISTERIAL DISTRICT Plan prepared by ilbert w. elif ®rd Sa associates, Engineers — Land Planner — ,Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 SHEET INDEX 1 COVER SHEET 2 SITE & DIMENSIONAL PLAN 3 SITE GRADING PLAN 4 LANDSCAPING & ERO`SION CONTROL PLAN 5 SITE UTILITY PLAN 6 STORM SEWER PROFILES WATER & SANITARY SEWER PROFILES 7 8 DRAINAGE PLAN 9 ROUTE 11 CROSSOVER PLAN & PROFILE 10 STANDARD DETAILS 11 STANDARD DETAILS 12 STANDARD DETAILS 13 STANDARD DETAILS 14 SIGN DETAILS 15 SIGN DETAILS Surveyor's Certificate I hereby certify that the boundary information shown on this plat is based on an actual field survey made under my supervision and there are no encroachments or visible easements unless shown. Inc. ® � a t o R A Scot W. Marsh, L.S. T APPROVAL BLOCK j V s FREDERICK C UNTY ZONING ADNIINISTRAT D TE 4/19/96 REVISED SHEETS 2,3,4,E & 13 PER OWNER'S COMMENTS TWP \ I .� Flro Lane Locution .6 Project Site Develoament and Zoning Summary \ 14\-0- w Zoning: Business General (B-2) No Proffers N/fv Current Use: Vacant ��\' Proposed Use: Burger King Restaurant PAUL D. MUIDOWNEY, et of '\ ZONED: "-1 `q ���D o, Amoco Service Station USE: YANUfAC'URING General Offices \ 'r 6Ct m4W Bek piste Drive-Thru Car Wash 20 \ tta9 ' ,Co Lot Area: 2.049 Acres (89,254." Sq. Ft.) \ r� E,d5 Tax ID Number: 43-((3))-D BRICK TRASH 3g9 60 Y 23' Magisterial District: Gainesboro ENCLOSURE (SEE DETAIL) \. Total Site Disturbed Area: 2.049 Acres (89,254.44 Sq. Ft.) _ 5'R er \ Building Reauirements 180. Setbacks RKUired Provided 0.46' 121 R 125.65' 'R Front 50, 50, 20, ' : I Side 0' .8' Burger King 000, E CAR Q % Rear 0' 17' Speaker Menu p2 00 o \ j CA o Floor Area: 8,934 Sq. Ft. 50' WASH 'R / N 32 0' 35.39' FAR Allowed: 1.0 N/F 12 Coro. A ran 12' t,n FAR Provided: .10 ' = Building Heights Allowed: 35 Ft. PAUL D. ONLD:W —1 .t of _ 12' •. y 24, ♦� \ \ to a, n Building Height: „ ZONED; N-1 USE MANUFACTJRING I�j'. _ •\ �6. j / R ••� \ UE Burger King Restaurant 168" Amoco Service Station 16' / tf' 54.3' / th 15.6 . 6' r General Offices 12' I / i !] R o WN�s c o R I K 20 18 10' AND E A L IRF �, ', \ Drive-Thru Car Wash 16' 1 1 28 Buffer & Screen Reuirements - B-2 to M-1 2o'R / 8�� ..:•: a ZONED: M-1 b -- "M v°owt / w I oa Space f f I ox \ j 31.0' I Buffer Distance Required: Type "A" Buffer `z 40' j t �Sry, 181 \ 1 4j' Buffer Distance Provided: 10' landscape easement area. 6' landscape 6' vR�ER f0' �\ easement as per March 1, 1995 Planning Commission approval. ; . ` HC Ramp Hond/coR Ro Screen Required: Full Screen RemC• oveoble Temporary (typ) i Contractor t sturb Screen Provided: Landscaped vegetative screen as per March 1, 1995 CoJRIse ate T e Bo acode / - ' ♦e \ 24, existing Power 5' Planning commission approval b 15' 4 B 6� K1013 Bap g� 5,�5'R 30' --� 24' _� \ \ R 8 I Parking and Loading Reauirements Hig �� ~ nd UR Handicap Romp + 2 i f3eouired �� BURGER KING/AM000 �� Pta� 18� f0 \ Parking Spaces 73 87 Sin Two ns o One �' NC o / /�: g( g ) led I Handicap Spaces 4 4 IA CE C SE 2 �, N 18' 10' - I Loading Spaces 1 1 (BZ VAR /Q \ \ r 24 ,01 �/016, 17 dr 18-94) 5,R 10' 8 Hondic Ramp Amoco: 3 Spares per Service Bay plus Retail Service Area ...� .. N/f Retail Service Area - 120 SF 8' S �. I: f� BURGERSUS"S,INC / 30' N67rJ9'18"E 183.78' S'R ZONED: Service Bays = 3 UM, rAco Bal FAST fooD Total Spaces P aces for Amoco = 10S aces � � Easement Required 1 \ Burger King: 1.4 Spaces per 100 SF y �Stripped Pavement ma=� # 50 Pair Burled Tel& Coble �\ � � Burger' King = 3,612 SF �-�mm®�==-4®�0� 0 10' rJ Area �� ^ - - -� - - - �� Total Spaces for Burger King = 51 Spaces Office: 1 per 250 SF 0.74' �/ Sidewalks shall be 4" "lck Portiand Cement C ete t \\ (yp) � I � I Office = 1,922 S F Q 32.0' - ��/ \\` N \ Total Spaces for Office = 8 SpacesFH r- °o _ Z I r 20• Drive Thru Car -Wash: 1 Space per Employee (0 rr Na `a 20' I 1 PAVED / r I o 5 \ Car Wash = 4 Employees (0 10' 25' w I I PARKING I I 1 I \ Total Spaces for Car Wash = 4 j-- o 1 1- - - - -f' r*� - - �- o II LOT I L--1----J o z AMOCO 26' 34 14' Letters I --_ I EXISTING I --- I \20' TOTAL NUMBER OF SPACES REQUIRED: 73 c ti Of o:10�_�AMOCO - I I j I STORY BRICK / I I I I 24 Z BANK o o �' j 1 9' ft>�) # I i I r-} BUILDING -t ---j I {k \ Lj #1521 _-.i_j 11 9'INAC �1T_ PLAN ® ® 1 i FF= 705.93 i- 1 u N {-- cr I _ - - _ ro 11 I I 50' Front Se a _ p DAT_ r`� I I I � - 50' Front Setback - 1 I }•-----T--I------� 20' 5'R tripped hO�e pe Z _ _ _ _ _ _ j rernen t d CROWN / CORK AMOCO Lettero I 1 J SIDEWALK PAVED 26.3' O AND SEAL -_ PARKING zoNED: w-, 15.60' � — . � 1 �- T - -- --ftt- -�- - T --� � �k � `�.� GENERAL NOTES: USE: v000nt ��� 51 I 1 5�R I I 1 I �/� 1 I LOT R 10 ( 15'R 1) ALL CURB & GUTTER DIMENSIONS ARE TO THE FACE 8• 15.73' Low -RI 14' I I / 5'R _1 50' I / ! I I 1 OF CURB (FC) UNLESS OTHERWISE NOTED. J I 11' T �5"R BURGR �ING SI j \ 2) UGH71NG STANDARD LOCATIONS TO BE AS DIRECTED (.LJ 20' T i Lo -Rise 9' 20' ♦a 11 ( // ( BANKCATE E TING 22' 5' g0�h01 \ BY POTOMAC EDISON CO. A OCO Sign I- ---- - �o,oca> 5 I 5 — ^— 183,79' - -� - , IR 175.68' r�� S 6 T44 31 " W 396.33' \®# 3�i t�-`T �-EX 200 Pair Teleph�ne Cable Y WE ---- t i \•, s s \v om en s \� c _ ommen s ________ 1 16 5 Revised er VDOT ---1 _ Commen+s no date description by ckd REVISIONS ------ - -- --- _ C 9 , \ Q ,P 36' Toper 'd 6 X r � _ � b 2�eo, op w 0 ; First Virginia Square 12' 14' 14, 12' / 14r - - - — ; - - - - � - --� Ex CMG 14' m 12 Ex. 10Oflaet 12' Site & Dimensional Plan 0 FL EDGE 1 F PAVEMEI T 'v SIGHT DISTANCE 510' to CL R7F 661 Relocate Curb do Gutter as Shown IM 3 Frederick County, Virginia - - --- --- ---- a� M wg. no: 3121. dw jo n�o.� 3121 U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG PIKE 1C - - ' ENTRANCE APPROVED BY VARIANCE of PLANNI114f - EBMMI�m - - - ,� W . V, VVIr. a,,. drown by. twp date: November, 1994 SHEET 2 OF 5 - �� `� �"'1;a `1"'° �1r1O1 approved b . CEM scale: 1'=30' IpF 2' SM-2 \ 14' - e' 216 Aggregate o z . - PAUL D. MUIDOWNM et d \':\ �\ ,p\ -0- • • • :•:• ZONED: M-1 p 1-112" SM-2A : • • • USE: MANUFACTURING 'O'lc` CG-6 8' 218 Aggregate • • • r \ Ex. > OP Cut Smooth PARKING LOT SECTION 60 _ \ \ Not to Scale 399 �O +7 7 706 000 SECTION "A —A" Not to Scale , CAR 5o.p2 00 5 w1�u F.F.s�1 .50 \ o ! `4< N�— PAUL D. MULDOWNEY, et al I •• . ,- , , z ZONED: M-1 m ,- \ � USE MANUFACTURING ! \ \ ^� ' • . �_ / HE C�R 0 W NI C O R[ AND SEAL - ZONED: M-1 �\ I \ . USE Vacant I A i \ \ 703 1 I f' ` EXISTING ENTRANCE CMP NOTE: When removing Existing 78" CMP's, Backri/l Trenches under Pavement with 21A Potghl / \ _7 / • •. \ \ Trenches with 4" BM-2 & Overlay Entire Entrance with 1.5" SM-24. t1C X70204 705 t • .♦ \\ NSF 701.81 Q \ / \ • ' ~ L - _ '�� . BURGERBUSTEItSJNC x / \ N67' 18 "E\ 183.78' ZONED: 8-2 Q 745 USE TACO 8EU FAST / \ 704 1 \\ -- / 705 \'/ � 703----�- - {k = 59 Ral`�8trr1� Tde.'Cable \ i x 700.98 / 3t_20' ,o° - �� / Dralnvge Easement ��\\\�,,\. 701.31 Ito \, �\ \ �g \ I 700.9 700.82 t c EH PAVED - - - - - _" �`•� oiI-� -�---J _ - - , tc PARKING �0 �, f i _ , l 702.28x LLJ RF i i o� I �"' i f 1 / � ,y� z AMOCO II rT- — — ' EXISTING — — — �� N F.F-7000 ® 1 1 STORY BRICK \ 1\ BANK SUII DING -F 4_1 I A �! x '� ` I/ 1521 \ 1 I I p \ 700.6 Q ®� FF= 705.93 1 N ® �� M I , I 1 / i ` " I -- y I - 1 I ► �,�. 7oc.s x I C R O W N C 0 R K/ \ \ `_— ,r'1 PAVED AND S E A L l; I -- \>C / - �� d \ EX. it SIDEWALK PARKIN(; ZONED: . / LQT / •�'., r usE: i aaant � A # � - / �" I � � I ` j I � �;,I I ! � - I � 11 700. s -1 LLJ / �r2-SW-2A 4' BM-2 \ �p3 8' 21B Aggregate \ ` ` ` . `—^ ---- 183-79_ - - -= -r- / `� 37.44. - � � ` EX '200 p ' 1.6 - .. -- / S 67 44 3f W _ 396.33' / / vlr Telephone Cobl0 _Tole- ---- ---Tda Td / d \-Td�- - - - - - d �° -- �S��J UY �rTRE Ta 7 .i �L.-T- - - ----- -- - --- �1_ ds------- - s pair Burled %6. Ca -�- i �\ Re DerOwner'sComments WD EX. CONC. HFADVALL ` evl er o enc Comments - - - - - - - - 703 - - - _ 702 J \ �rOT__ _ _mend ommen s \ � /. i �j�� �\,� INV: 696.79 \ � 1 1 16 95 Re Der MOT Comments - - two AV r�✓ RIM�7oE a8 no date description by ckd REVISIONS zoo Nwu, 929W c� �. +W09. � zoo, - - ---------- -- - ----- ---- - _ i7oo 0 First Virginia Square -7 % ,- Site Grading & Paving Plan 3 701.47 701.55 70163 70L74 70L71 70L73 DRAP INLET 70� 701b5 701.61 U RIM-?01,36 0 Frederick County, - — Virginia -- - - --- - — L'J'Jr-698.61 In 121 10.37 71.4- -- 3 Ue Se ATE 11/VA ROUTE 37 MARTINSBURG PIKE �� ,j.'%0 __� T� sxEET3 oF15 x 701.63 drawn b . twp date: November, 199 p 1e0-C af0. 4M11•IC11 IkM � --' - - -. ZIS o proved by. CEM scale: 1 =30 - inn =--'_'------------ --------- - �... �' g® (90-.—Little 93 b Prin. 36"-40", 5'oc —Dwarf Burning Bush, 15-18", 5'oc American Arborvitae Nigro, 4-5', 5'oc m� (Callery Peor,2" Caliper every 5th Tree) o � -d NOTE: Landscape Screen (6' Landscaped Area) Approved ® 10, by Planning Commission on March 1,1995 a�m -� LANDSCAPED SCREEN DETAIL N I�' F ROWN NI CDR[ A N D S E A L ZONED: M-1 USE: Vacant I N/F C R 0 W N C 0 R K A N D S E A L ZONED: M-1 USE: Vacant I - -Tale I N/F PAUL D. MULDOWNEY, et d ZONED: M-1 USE MANUFACTURING IRF �j AMOCO -Tele- - — 11 BURGGR KEN 1 is REQUIRED PLANTING LEGEND REQUIRED PARKING LOT TREES = 46 PROVIDED PARKING LOT TREES = 46 (Callery Pear Trees) LANDSCAPED SCREEN---� \ (SEE DETAIL ABOVE) N 50'02' 00 / / / CE K N/F PAUL D. MULDOWNEY, at d \ ZONED: M-1 USE: MANUFACTURING \ 399.60 0 \ 1 , N6759'18"E 'P 183.78' 50 Pair Burled Tole cob te j \' 20' Drotnage Easement \� • 11 PAVED I o PARKING �"' — i F- 11 LOT I---1----- --- 11 EXISTING I \ i i f -J.\� 1 STORY BRICK , I II 1BANK 1 � I fF --t-� 13UILO NG ~t � #1521 FF=705.93 - - --i� I 1 I I I f! N 1 I II 1� �----J r�L-----I PAVED II _ I EX. _ SIDEWALK I 1- T � �t— T - PARKING r//,I I I I LOT 396 33' % 37 4.4' - B9 CAR J\' WASH SF S 674431 W i Tole IRE — -�T IRE I E7( 50 Palr Burled arele. Ca � U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG PIKE Ip p UE LANDSCAPING GENERAL CONSTRUCTION NOTES: 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a good town quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 2. Vegetation plan: All gross areas to be seeded with o mixture of Morion Kentucky Bluegrass at a rote of 2-3 lbs. per 1,000 square feet and Annual Rye at a rote of 1 lb. per 1,000 square feet. Newly seeded areas shall be mulched at a rote of 70 - 720 ibs. per 7,000 square feet, Adequate watering and fertilization ore required to old the emergence of new grass. Gross cover is required to satisfy the requirement of this project. EROSION CONTROL GENNERAL CONSTRUCTION NOTES - All erosion control structures shown or as required during construction shall be continuous/y maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. ;Vo area is to remain denuded for more than 30 calendar days when construction is not in progress. 2. Temporary and permanent erosion control structures and methods to be in accordance with the trrginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. J. The Contractor is responsible for installation of on additional erosion control measures to prevent erosion sedimentaion as determined by the E & S Inspector. 4. The Contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or clean-up shall be made immediately. 5. Installation of ail Erosion Control Measures must be approved by Frederick County Engineer O (703J665-5643. EROSION CONTROL LEGEND N/F C Construction Entrance 9URGEJWSTMSJNC ZONED: B-2 USE TACO BELL FAST FOOD —SF— Silt Fence IP Inlet Protection R� Rip —Rap, EC-1 Required r� 0 LandscalL9 Requirements Landscaped Area Required: 15% or 13,388 Sq. Ft. W Landscaped Area Provided: 15.8%or 14,140 Sq. Ft. Parking Surface Area: 61,460 Sq. Ft. Parking Area Landscaped Required : .05% or 3,073 Sq. Ft. Z Parking Area Landscaped Provided : .07% or 4,320 Sq. Ft. [] Parking Lot Perimeter: 1,450 Ft. Q Parking Lot Perimeter Trees Required: 36 - 1 per 40 Ft. 0 Parking Spaces Provided: 89 Parking Space Trees Required: 10 - 1 per 10 spaces Total Trees Required: 46 e I ea Total Trees Provided: 46 Landscape Screen Required: 6 Ft. Landscaped Area. O (03/01/1995 Planning commission approval) �y Landscape Screen Provided: 6 Ft. Landscaped Area G\ i BZA VARIANCE CASE NO'S 015, 016, 0178 018-94 Lit 200 Pair Telephone Cable i 1 16 94 T Revised Der WOT Comments no date �_ description REVISIONS by I ekd U %w .W-�Mr0 zaa w First, Virginia Square Landscaping & Erosion Control Plan i U € M Frederick County, Virginia rdwg. no 3121.dw job no: 3121 ,00-c ao an.nd.n an,. I drawn by. twp date. November, 199 SHEET 4 of 15 404 5 F"— V"bb "'a' ; a proved by. CEM scale: 1 --30 Inv--699. 5 (Taco Datum) Ipr GENERAL CONSTRUCTION NOTES. - UTILITY LEGEND o \ Inv=699.86 (Fvs Datum . ` z Slope Inlet N/F 1. Woter and sewer lines are to be constructed in accordance with these plans - �� -- Existing Water Line PAUL D. NULDOWNEY, et a\ ` to Drain ' / o and sho// additionally meet o// req4/1i>?n7ents of the Frederick County ZONED: w-i Inv.702x50 Sanitation Authori The contractor shall coordinate with, and arrange New Water Line USE; MANUFACTURING 0� .. � � ty g New Pump for inspection, the Authority. Existing Gas Line ` \ Station 2. Temporary termination of sewer lines shall be plugged watertight. The 1 -NGti� New Gas Line (by others) end of the Ine shall be marked with a treated 2 inch x 4 inch post l New Sanitary Sewer Main \ extending of least 18 inches above the ground. The top 6 inches shall y 60 i� be painted green, and the out depth to the line invert shall be shown. = Existing Storm Pipe 399. - \ EW-1I / J. Contractor to clean up and restore disturbed areas lmmediatoly upon completion o New Storm Pipe of pipe -laying in the affected area. \ �i -N CQs Existing Power Line - 4. The Sanitation Authority maintenance deportment is responsible for the installation of water meters. Before a permanent meter is set, they requ/ro• 1) the frame and -UG - Existing Underground Electric count to be properly aligned with its meter box and yoke bar, / 2) the from* and cover to be set to the final grade of the lot; 3) the distance between ® New Water Meter Location /// _-- A• !: the top of the cover and the )rake bar to be between 18 and 21 inches; and 4) a// /� / 78-1 0 1 �: components of the meter box assembly to be /n proper working order. It 4the . E '/jam CAR I o developer's, loon tractor's responsiblbPy to have the meter box assembly installed correctly. 5p'OZ 00 / WASH \ C+ 5. Sanitary Sewer Laterals shall be SDR-35. - \ ) 6. Exact locations of water and sewer services on new lines are to be coordinated with 0000 the Authority's Inspecuthoritor. N/F / \ N 7. 715e Sonitofion Authority shall instal/ oN water and sewer services that connect / , = to existing lines. The location of the top and the termination point of the lateral PAUL D. MULDOWNEY, •t ui 000000, Lat 4jOs \ • • are to be coordinated with the Authority's assistant engineer. ZONED: N-1 �� • ••� •° r I ( New k-1/2' ',, ',I': Z 8. The Sanitation Authority shall top a// exlsting water lines. They will famish USE: MANUFACTURING ♦. `� `(� Water Meter /- .•�� � I the materials for and make the top. Tire contractor must make application � for and pay the cost of this work. / e`a / v ('- 9. The contractor shall tie-in o new line to an exlsting manhole by core dr!l/ing the manhole. New Fire I �L 70. Deve%per,'Contractor to instal/ new water dI N / F % I I Hydrant me and meter box assembly. After water and sewer lines accepted, the deve/per -1 R O W N� C O R �( II i (See Note A N D S E A L / �' I I I /s to connect new service to Banks exlsting /ine.(Abondon City Service). FCS4 w/// install mete ZONED u-i IRF / (re er L t i It. Contractor to provide Pump & Haul Sewage Disposal Services for Bank USE-- vacant E et L 9� I until Sewer /s complete and avollob/e. O R Trap I bbb /nLo \ I 12. Fire Hydrant to be shared with Taco Bo// to the East of this Site. rt ' D 704 0 \ Ne \1 we I 1•i. Contractor to disconnect ex/sting Water per Nots 10 above at Water U V o� \ Ma/n along We//town Rood. �� •,If" . + I I / I �'j'N I ,I' Invl (In> �8•�7 • / ���� - :.. 20' S��Y , 0 : / Inv<0ut>24'-7 0 \ t \ I ! EXISTING ENLRANCE CMP NOTE 1-112' W Met ' 1/gyp \ \,\ \ ° I I When removing Existing 18' CMP's, Backfill Trenches under Pavement with 21A. Patch `s0 I Trenches with 4' 80-2 de Overlay Ent/re Entrance with 1.5' S"-2A. 16+67=� 12' Gate Valve (me g di Lat �- / I 1 to Both Sides) 1 Joln of Pie :• - 12' Wa I e� fY� t« 3+1 i f J 12' Ind - 12" C(ip (Met aged) -e t Inv( C3 e 1 Fire and Ass'y - / .• -- - T ... • tv \ I N/F -"- �i�� - • • - . �� • • .�� II 9UROER3US1ERSJNC 6' San L t N67' 187E / STR. #4 183.78' �- -- ZONED' 8-2 .y--- 2 5 0 1.0Of. �1 � / .f�1 / DL� B �� USE: TACO BEI1 FAST FOOD ! O Top=703.00 m �- 1 3 1 Meter I 1 Tap 1- �� _ _ a _ Inv<In*6g9.2\1 50 Pa/r Buried Tele• Cable \ o / S 20 Drainage Easement g-12 T Trench Drain S�grfi P ry Top=704.80 a z - Locate Ex. Ban�,�99.. ��� a �� q J I 1 30 -� & Connect w lateral as shown. Trench Inv=708.80 �1 �': I I PAVED \Existing Water Lateral - - - - DT e B -- o I PARKING � �, - - - - Contractor to locate I -- t Trench Inv=702.30 cN ) I Remove Existing City LLB IR/ 1 Top=70 50 I I LOT I I- •� J I \ ' y+J0,,1. T Water Sewlce offer FCSA 1 I I Inv<in>- I I I I - - - I 0 - I Ex Meter Box Water Service is connected z AMOCO Inv<In)Lat 26 ; 'f II --- EXISTING Ctf Inv<Out -698 7i 11 r T % -T'1 _ _ - -- \-- - \ -_ --. - Disconnect at Main i' ti I I 1 STORY BRICK y I 11 New see Nob 10 ( ) 11 ,-, n I w I I _ I BANK / I a I 1' Meter ^,=3140 ►yoteir Lot 4'J' i 171 DI- B I I I I I + BUILDING E\ -- L' 11 1 I I/ #1521 ► I h o \ Ea 2' PLA GAS MAIN J / Q � To703.00 � FF=7U5.93 Conf�ctor to locate Ex. Water ! l EH Inv In>=698.36 I 11 I p ' - X Wet Top by FCSA Inv do ut)=698.26 p I I Loterlii Connect with New Water 1 o j I I Later l do Meter as shown. N/ F it I I `p I J I----- CROWN CORK 11 ~ PA'II 6 AND SEAL I --I PAVED I ram.-- /' I --- I EX, _SIDEWALK 1 vo 12" Water MOfn 0 ZONEv «n„i � 'r � I� -� j- � � T' � PARKING � 7 _ USE:�� L=e I I I I I I 1/' LOT I j o ".) Top=703.25 �� ' I I I I I //� I - Inv<Inr697.82 ! �pffn 0 0 40 -� / Inv(Out)=697.72 i � R� �6 �QO r' .- - 11Q�2 4I I II �Or�S 5 -� 183,79' IRE 175.68' / r ; S 6T44'31' W 396.33' I /# 37.44'� 7EX 200 Pair Teleph a Cable epos*\ 2 Fo ce _- _--Te/e-----------Tale- --------•-i-- e -To/&-- �edTale. \�d ��`GU�Y WIRE GLt in Toile -Re %_. \ - -- - I - i T�-4-4"rIrtEX.OpS LINE EX 50r BurlCommentsGEM tS r, >B6 \ e er enc a Comments twp CUP �- --- t� � ---- --------- DI-4B CShnllow 0 e er c o Comments L=8' DI-4B (Shallow �oUth) EX, CONC. HEADWALL eye \ K / Top=701.75 (To be removed) Lab' 0 -- - - \ TNv.=698.'9wer Inv(Out297.14 EX, MH Top-701'36 \N New Invert no date description b akd Inv(I Y 697.24 RIM=702 48 Inv(I0=69746 )------__1 ---- _---- p - _-_-- In 697.98 \ _ - Inv(Out)=697.56 - REVISIONS Stem Mall �. EX. 38' CMP7To be remor+rl� v.-6 EX, 18' CMP (To be remo $✓�0/111 Mah �- 18' - - - � wn.a.a.. v►rw s»a • . U (7" eel -ray 120'-42'x27' RCEP O 0.29X _ 11 42-x27- CEP 0 0.2 wo 1 First Virginia Square --- _ o (Class 5) /� EX CL7tvC. HEADWALL CEP (Goss 5� -, _. m o ••• •- _ e _ - �- - -� Storm Main 'B w Site �;'----- - - - - -� (Class 5) ai f I Sit@ Utility Plan �ec4ion lnv-696. DRi7P INLET (To be removed)RTM-70L36 �. mCounty,I FYderlak Virginia - - - -- - ---- ----INv.=698,61 ---_- _- _ M �dwgno: 3121.dw 3121 no: --� U. S. ROUTE 11 /VA ROUTE 37 MAR PIKE ~ d - -- _~ SHEET 5 OF 15 lw_c o.. o.r,.a. on» drown by. twp date: November, 199 - - - -- 40� Fl"""""" r"'° ="01 approved by. CEM scale. 1 =30 1 70 6 1 703 1 700 1 697 1 694 Q CN U-) CN OR r-, N 00 C! o) CD M 0 C C: Ca n .0 0+00 (0 0 (z r, � c r, r, — 1 8 F4 0ol C> Co t;j ; CN 0 n (0 U) r-, r-, 0 O 1p N r-j c6 . . . . . . . . . of C) M 0) * o6o6 . . . . . . . . 0 0) 0) rs C� - 0, a CF) . . . . . . . . . . . . . . . . . . . . . . . N, . . . (0 r" (0 N Coco F, cz If II 11 11 -S 11 if if 0 if IIell; . . . . . . . . . . . . . . . . ip IV_ 170(9, I C 0 < > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > Existing Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposed Grade Match Crowns EC-1 (Rlp-Rap` . . . .. . / . . . . . . . .. . . . . . . . . . . . . 706 . . . I . . . . . . . . . . . . . � . . . . . . . . ........................... . . . . . . . . 6' San Lct to Bank 703 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8' Son. SewMc 700 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ............ 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -7 69 Z3 C) CL 12 Water Main + V) C) V) 110'— 24" RCP 0 0.40% 11 77'— 24' RCP 0 0.40% 11 if 85'— 24" RCP 0 0.40% 11 9 7'— 2 4" RCP 0 2.03% 78'— 18" RCP 0 1.05% . . . . . . . . 0) . . . . . . . . . . . . . . . . . . . . . . . co . . . . . . . . . . n - — 0)CII + 0) 1* + + + +I IN 1 694 +1 1+00 2+00 3+00 4+00 5+00 Storm Main A" - Scale: I " = 3 O'H, 11 " =,3'V r- 00 U.) (0 W CID 00 to U) M C'� Lq n . . . . . . . . rn C�j 0) 0) C> 0) 0) (0 (0 co (0 toM r" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :3 > 70 :3 0 0 CL 4-1 706 0 .0 0 > > C > . . . . . . . . . . . . . . . . . . jr—. Proposed Grade. Existing Grade . . . . . . . . . . . . . . .3. . . . . . Trench DFoln . . . . 4) . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . .c o. . . . . . ... . . .. C -703 0 703 1 $1: See Sheet 12 of 1,5 for Trench Drain Detail . . . . . . . . . . . . . . . . . . . . . . . . . . D. _j -C IM . . . 7 . . . . 700 700 1 . . . . . . . . . . . . . . . . . . . . .............. .................. ........... 697 . . . . . . . . . . . . . rz 120'-42" x 27" RCEP 0 0.29% to 110'-42" x 27" RCEP 0 0.29% . . . . . (CL,45S -5) . . . . . . 694 + ------- C�L 0+00 1+_400 1+00 Storm Main B". Scale: I "=JO'H, I '171 _j'V' 697 112'-420 X 27" RCEP 0 0.297. - CLASS 5) . . . . .cv + 694 3+00 706 �703- 700 C_�\011 II c . . . . . 2, StormScale:Lateral 1AC4 . . . . . . 1E + 1'=3'V 0 1+ 697 .2 _#. + V) 04 f MAY-1sed Pery agency ommen s -TWF_ 1116195 sed Der YDOT Comments Revipo two I CJEW no date description by ekd + 0 REVISIONS o 2M RWO C� '_b SV..& First Virginia Square 04-00 Storm Sewer Profiles S. M Frederick County, Virginia TWi,_no:'jf2_i_W9 .� no: 31 1 -5 IW-C Ckl. W­kf� DAN (drawn by. t*p idate. November, 1994 SHEET 60F15 tlho.d F—.W%Mb,.*;Wj7 (,A.,'—'japproed by. COW scale: 1*=JO'Hl = V1 1 709 706 703 /00,� a !c� 697 __,A11d m i^ II 12" x 12" Tapping Sleeve & Valve. 694 o 0 + 0+00 1+00 Proposed Grade ----- . . . . .......... ........... ............................. ............... ...� ......................... .......... .. .. .... ........ ................ i . . /`: . _ Bank Son. Lateral O. . O New >AMOCO"�Sam Later 36" (min) Clear 24" Storm Sewer xisting Water Lateral Ground Cover Required Bank ' 18` (mi; eparotion Req'd m , New 12" SDR-21 Water Main o j Il RX 40' DI -- - N Pipe ao + + + 2+00 3+00 4+00 5+00 Water Main Profile Scare: 1 "=30'H, 1 "=3'V Cn `. M . to Top=706.7± Proposed Grade � t Exlsting' Grade 706 706 1 Joint of Pip i I _ 36" (min) ear. . IT I . ,f 703 ound Cover Required 703 Inv o In(Thls Datum)=699.86 24 Storm Sewer Inv In Taco Datum=701.25 Slope . 0 297'-8 D•1- San. Sewer Main' C� 0.50% p I U 12 Water M'* . . . . . . v . . . . . . . . . . . . ,,001 Q 700 _ o s.� A .... ............. ............ J + V m > \ N 4` Lateral to New 7 o C. 0.� a ShenTe( Building 6 9/ v 0 6 9 7 E 4' Lateral to New Car Wash a a>. X. v I e r., N r\ t\ ,n. cc> 00 0 694, - -- _�_1 �694 +i. 6+00 7+00 Water Main Profile Sanitary Sewer Profile Scale: 1 "=3D'H, 1 "=3'�' Scale: 1 "=30'H, 1 "--3'V 7091 ME 6971 694 6+00 v a� _ 0 d O I tp O aLo O j IQ c . II C706 PI . - ----- -- 703 6„ San. Lateral ® 1.001. . . . . . 150' 12" Water Main 700 rm ................mi. m C 0. U - ----- ------ - ---- - - _ - - ---- ------ Q 697 m Z ewse er a encCommen s II1116195- -- - " 1 Revised Der VD Comments t III CEM rn no date description by ckd cv REVISIONS `�First Virginia Square ' Pater & Sanitary Sewer Profile i .cl v U o Frederick County, Virginia A wg. no: 3—' 121.d .T nor -3UN — - --- - — ,so--c a» ...,wm PMm drawn by. _twp date: November, 199 SHEET 7 0 F cj 40� `*"' � i `�` "'01 approved by. CE1W scale: 1'= 'H 1 =3 V HYDRAULIC COMPUTATIONS SEGhlENT 1-2 _ Q� S 11.86 D 18 Qw 14.3 V. &1 - d/d. Va Notes RCP 6.6 .49 8.0 --�- 1-4 -3-4 9.9 2.03 18 14.3 -- 4.6 .65, 5.0 RCP _ 1.3 0.40 ---12 2.25 2.9 .49 2.9 4-5 11.5 0.40 24 14.3 4.6 .82 5.2 RCP RCP _ 5-6 - 11.0 0.40 _- 24 - 14 3 4.6 .61 6.6 6-8 10.8 1.17 24 62.0 6.4 .82 7.3 RCP 7-8 36.7 0.29 42x27 35.9 5.1 .81 10.5 RCEP 8-9 45.6 0+_84'3 Bottom - - 1.6 3.1 Trapezold Ditch -Gross !Jnod RCP - --.� 46.2 30 46.8 5.2 1.0 9.5 ACCUMULATED DESIGN FLOWS - Pt / 1 2 3 - is 10 12 5 -- -T__ 1 to 5.5 5.2 6.7 A 2.0 2.8 0.22 CA 1.2 1.9 0.2 2.3 010 6.6 9.9 1.3 11.5 4- 13- 5.0-t3.2 _ 5 15 4.6 3.3 2.4 11.0 6 17 4.3- 16 �.l 70.8 7 20 3.9 16.0 9.4 36.7 8 21 3.8 19.6 12.0 1 45.6 9 _ 2b_ 3.4 - 22,3 13. --- 46.2 --- PREDICTED STORM FLOWS ----- AREA (�) C CA to 1p (a A) A .22 .9 2 10 5.5 1.1 B - C - - .19 .9 .2 10 5.5 .9 .77 .9 .7 1 10 5.5 3.8 0 .29 .9 .s 110 5.5 1.4 E .30 .9 .3 10 5.5 1.5 F .10 .9 .1 10 5.5 .5 - G .17 .9 .1 10 5.5 .8 OFF. TE "A" 15.2 .6 9.1 20 4.0 36.5 OFF& TE TO 2.0 .6 1.2 15 14.6 5.5 OFFSITE C 2.7 .6 1.6 15 4.6 7.5 FSRST 4I(2,20WA BANK N , 1 * -e 15 / .. \ ,i / OFFSIT _ _ 1 SITE A T Cjif LAND_INDUSTRIAL B �P' C SS AD BY VDOT I i A► f - ti now 0 t v�' a t v v 10 { 05 95 ft>rv�s» PAR A"ZIMnKy _GoMM.aNrs -- *.TwP ;GSM 3 1a__9S --- R_ wt �d2 _PAR A �Y_S�ms� - ! TAP _.crm_ ao -date _ description I by I ckd REVISIONS CMS) rn-n�i.�t First Virginia Square w s Drainage Plan 3 � a "~ v U � ►' J Frederick County, Virr.nla F. m - - P M wq. no: Jf713wg Jo no: 3121 drawn by. twp dote: November, 1994 S11EET 8 OF 15 �°� (703) approved by. CEM scale: 1'=100 _ —�r ........... ......... .................. I ............................................ .. ............ ... ................. tIng Grade 700 id 697 Cx NEW DITCH INVERT PROFU Section 7'B-B'9 E-V . 1-7— �695 VOT Cor�ments First Virginia Square M; Route 11 Crossover 691 Plan & Profile CL Profile (Off site Ditch.) 4) m i idwg. n *-j-121-.d-wq" job no.- 3121 date: S r- SIDEWALK OR FIN. GRADE - CONCRETE 4 LB/FT 'U' CHiAMEL (GALVANIZED) m 1 1/4' L 3 1/2' POST SECTION N.T. SIGN NUT AND LOOK WASHER 5/16" MACHINE SCREW OR BOLT MOUNTING V PARKING ONLY VAN ACCESSIBLE PARTIAL ELEVATION SIGN POST W ACCESSIBILITY SYMBOL SIGN POST WITH & 'VAN ACCESSIBLE' SIGN ACCESSIBILITY SYMBOL YOUINTED BELOW -------------------- INTERIOR; FACE OF WALK RAMP. SEEOR CURB DETAIL 10 \ / NATIONAL STANDARD ALTERNATE ACCESSIBILITY EXTERIOR i SYMBOL RAMP. SEE PAINTED ON DETAIL O PAVEMENT. (BLUE REFLECTIVE) 4- PAINTED STRIPjNG j i' 8' O.C. AT 45 IN FRONT OF RAMP n (BLUE REFLECTIVE) PAVEME7)AkXI"] SLOPE ALL DI YIN. PER AO 96' L96- YIN. PER A0 LJH TILH YIN. PER A.D.A. OR PER LOCAL CODE LOCAL CODE PARKING STALL FOR THE PYSICALLY CHALLENGED GAS PRESSURE FIE:O.LATOR WITH INTS44AL RELIEF GAS METER 25.0 PSIG INET PRESSURE 1300 CFHI•CAP. 7' WC OUTLET PREP 13DO CFH CAPACITY —1 TEE WITH Bl15HtIN3 & 3/0, PLUG 2-1/2' GAS LIN_ TH RU WALL INSULATED UNION PLUSEDIMENT TRAP TEE WED TEE WITH BUSHING & 36'X24' 3/8' PLUG X8' DEEP COW PAD - 6A3 COCK FINISH UWE SERVICE LINE 1-1/4' 1 NOTE: GAS LINE SHALL HAVE INSULATED WRAPPING UP TO 6' ABOVE GRADE. GAS METER & REGULATOR DETAIL I I W IAL VIEW OF COVER FLEXIBLE HOSE THREADED I LOW AIR GREASE INLET PRESSURE RELIEF DRAW -OFF CHAMBER VALVE 3' PIPE GASKET STATIC THREADED a WATER OUTLET LINE E BAFFLES DRAW- (TYP) TIFF PIPING SECTION NOTES: 1. BRASS CAP CHAINED TO COVER IS SCREWED TO DRAW -OFF PIPE WHEN HOSE IS NOT USED FOR DRAWING OFF (SASE. 2. MINI" HEIGHT OF 13' FECUIRED FROM TOP OF IW84CEPTOR TO BOTTOM OF FIXTURE TO ASSURE PROPER CHAMBER EVACUATION. 3. JOSAM M-5 SERIES COATED CAST IRON RECESSED TYPE WITH 35 URM RATING AND 70 TES. GREASE CAPACITY. INTERIOR GREASE TRAP DETAIL 4 (-T3 7EFERENCE NO. RE85R3FD 4"x 4" Cut BOLT3/4" DIA. MANHOLE FRAME & COVER Out for Pipe 9.. BOLTS MAiiUFACTURED BY QUALITY (4 EA.)" �W•.TER PRODUCTS, WC. VARIES VARIES 24 MANHOLE GRADE END VIEW AT PROPERTY LINE ADJUSTMENT RING A .x (MIN. 6" HEIGHT) ROADWAY BOX I :.. :.:•.:•.:..;.'....: r�,J: i 36"-38" <?G?t 0 SUPPORT BLOCKS 2" Water Service 44" IN. REQUIRED AT THESE Vault LOCATIONS, 4 EA. - ~} 24" DOUBLE 0 0 CHECK VALVE I ASSEMBLY gall Valve Curb Stop with FIP ends, with 2" Gate f Valve Operating Nut. 2" Meter Setting - Ford Custom Setter Catalog VAULT RESTS ON 2 TIERS OF No. VFH 77Bx15x17, FIP Saddle with SOLID BLOCK THAT ARE Corporation 45 IN & OUT; with PW; with BE MORTARED IN PLACE P Type K Copper Tubing & Stop Expansion Loop (Continuous from rain to Meter without WATER Joints). MAIN * IN NON -TRAFFIC AREA - Use Top Section of i ,000 Gallon Septic Tank Manufactured by Winchester Building Supply Co., Inc. IN TRAFFIC AREA - Use Top Section of Utility Vault Model 860 CUS Manufactured by Smith -Midland Corp. AMlo&* T NO .3 Jay, l"l DETAIL. OF 2- WATER CONNECTION WiTH 6ACKFLOW PREVENT DEVICE W-7 - 6" OF STONE UNDER BLOCKS q 4' I 5' CIP CIP ( I i — — i OUTLET INLET i PROVIDE o VENT AS REO'0 BY LOCAL CODE � TRAFFIC MADE N).5 AT 8'0/C uANIaE C. �vFA PLAN VIEW (BOTTOM �) i U.S. FOUNDRY NO.310 i PAVED MASSED Ni AT 9' O/C (TEMP. CON)ITIOJ CONDITION REIN=. TOP BARS) BRICK LEVEL ING COURSES o FLOW LINE " 4' 4 EXTRA W.5 BARS — 5' MIN. CIP AR0.r0 OPENINGS CIP INLETOUTLET q 2-N0.5 n (ALL ARBII�O) 3' 3• 1200 GAL. 4'X4' 4/4 M.W.F. m CAPACITY NOTES 1. PRECAST UNITS ARE APPROVED FOR USE PER ABOVE DESIGN SECTION 'A -A" AND DIMENSIONS. ES 2. BITLMASTIC COATING ON BOTTOM AND ALL SID (EXTERIOR OILY) . 3. LOCAL STANDARD CODE SHW1 APPLY IF REOUIREiENTS EXCEED THIS STANDARD DETAIL. GREASE INTERCEPTOR DETAIL METER BOX HARDWARE SERVICE PIPING METER SIZE YOKE • METER BOX * I METER BOX COVER DIA -w DIA -IN FORD NON -TRAFFIC FORD C32 3/4' _ i 5 GPM Y.502 18 in TRAFFIC FORD C32H I " i S GPM FORD 241 n FORD NO. 30 MDNlTOR *2 Y504 COVER V/ RM-12 TOP LID 1 " 25 GPM FORD 24 in FORD No 30 MONITOR •2 Y504 COVER W / Ill TOP LID 1 " 40 GPM FORD 24 tn. FORD NO, 30 MONITOR *2 Y504 COVER V / RM-t 2 TOP LD .1 IN NONTRAF FIC AREAS - 1 /2' THICK POLY ETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3- THICK WALLS 12 IN TRAFFIC AREAS - 3/4' x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID A REINFORCED CONCRETE BOX TREATED 2" x 4- WITH TOP 6" PANTED BLUE METER COVER (TO 2'. ABOVE T VARIES AS REQUIRED [ Fw, BRADS PRIOR IB" ro s000wG 3" STONE BEDDING -METER BY F C.S A METER BOX CORPORATION STOP SIAtROUNDwG BOX \y 30'. DEEP j 36- MIN ANGLE CHECK VVALVE ALVE WITH DRAW vALVE 45' B MrA E YOKE VANE . 6' MwCRIMPED . W ATER MAIN V4 Pill CONTINUOUS 6" STONE BEDDING VIT IOIIT JOINTS FROM MAIN TO METER METER SETTING PARTS NOTE EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO wST ALL AT IONSIZE 3/4- & 1--WATER CONNECTION DETAIL W-6 LEE ANGLE ANOLFCFECK EXPANSION YOKE YOKE VALVE VALVE WHEEL 4^ YS02 NHA94-323D EC-23 I^ Y504 AV94-M4W F#iA91-344 EC-4 WITH C84-44 2 x 4' VOOD FRA41E DROF 14-LT AM( 3' NIN ~r,ATl4CR I �1_ EXCESS AT CORtt RS PERSPECTIVE VIEWS r I� 1' MIN ELEVATION OF STAKE ANU--= FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF.INL.ET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET CR OVERLAND FLOWS (NOT EXCEEDING I C F S ) ARE TYPIC'A1. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH A IN STREET OR HIGHWA' WEDIANS INLET PROTECTION -NAIL Fos, Faanx \ POW Com p•asa kf.O.Y\ — T_ 1 4 CONSTRUCTION OF A SRT FENCE CnN$TH -LION OF SILT FENCE 1 Set posts and asclovas a 4' x 4' taKh upol" along M 4ns 2 Stapls wile lenorp 10 to Post. 9. Much to NW Isom to to Watts W0111 and OXWO It 111b Q1s 11`041a,. 4 Badrill and COI to eaCavatll sal. Fto• , i PLAN Po"s 'A' o,! N6 De r" 1/1r11 pon 'S' ELEVAT:,DN PROPER PLACEYSAIT OF A RL TER WARBLER YV A DUMAOf WAY SILT FENCE DETAIL ra04k SECTION A -A oeolem" Fslrk SECTION 8-0 a uu T)VKcl Secnon IAove, on plans a no#" Wo lao", Dellom •,dlA, and dyM Of tl1immil1, dilct, o1 noiurol VOo 4 Uso4r+ M fNrk io Do x•tallyd undff IOU slow, cmlr,ll 00114 n —. 1)O1Y4 moth the 4paC,IKO, ion. MIN. DEPTH Dry Rip Rap Rip Rap sus l 7 — Class N —7 — EC--1 (RIP —BAP) DETAIL 121 12' 6- mi I PLAN FCS A APPROVED DirreUm of Bspy to M aWw" prior to hoUWMs Ef.tiRNff VAREC AS XQD &6 MAW(_ C4tleretWRAPM 2- mh. - V Mwt. WAEDAR1tAUGE �AT1DIF" PER vmado. s5 sun• SCREVADJUS • I IN4 rant TN • 4 Vn M441 ! For" boo, at Rs(d NrM; AN IYr•ad rod M M statalaa -- [lQEIistrel4► tar4sated. .E FIRE HYDRANT DETAIL, RED.. uw t D Ur1ERE I E I DRAIN WAU SECTION B-B CONSTRUCTION ENTRANCE DETAIL [no date description _ by ckd REVISIONS o `�~'-230 First., Virginia Square w Standard Details � s U � •� s~ � Frederick Count Virginia Y inia 00 f dwg. no: 73121.dRi _ _ fob no: I ; 1aD-� O..1A.•~ Dm. drawn by. twp dote: November, 199 SHEET 11 OF 1 5 y txo.d F,WrNnburp *16,10 224a1 ,D, ded 2115 o . ro ved b CEM _ scale: None GRATE ELEVS rtFEA TO THIS P0114' PAVE" - --- � WACE I 3000 P.S.1. cow. SLOPE TO BOT7011 OF PIPE. FOR ^ NATION SEE AW INS PLM TOP Of MANICkE AT GRADE N PAVEMENT AREAS SOUAK SKD PAD 6-TH*.. "�I UNLESS OTYiRWISE DRECTED. TOP SHALL BE SET 14" MN AWI'4 OIIADE N EASEMENT AREAS. ��y • I-, CONTRACTOR TO OROUT MANHOLE R PLACE. ►. 4 BOLTS (3/4' DIA.) 20' . TH100 RHOS (I I' MAX ) 1 1 . 1 • •' MAX SET ECCENTRIC COPE COWER IlI DRECTLY �•. OfOirtE THE DOH* +: RKAM SLYER CONCRETE ASTH C-IN). - _ 400DP'SI .. ! 12" OR 16'Ytyp) .• PF1EF AW I CA TEI1 TYPE W TFENCH FRIAIE WITH P PIONEER so (#iItTED • TTrM IC Fi498BA1 rITH J�ORRS COYEA . WKFACTUU) BY • AND ON D(TERIOR NED M YANFACTiAItdG /2'-0' JOINTS ARE TO RE SE A_Ull I SIDE OF JONT. 1. YfTll'V"RND OA6KFT _ - - VARIABLE 4'0LD ►E TO M.woLE BE CONNEryn" " 111 waFxBRt aLEEWE ffART CHANNEL TO PRO': GE A = S*100TH TRANSITION N TO OUT, ' FOR ALL CON NIrTONS • . ..• {'-0" HN. 4'-0' MAX - •�- �•r �•• \• �-• �� P _. .1 OROUT BOTTOM OF MANt)LE 4, �.�- TOP Of aotcH- . TO f0a{4 CNAIBEL -- - �{ - ; 17 i'.` : • ?n wALL SAFE U" AS TOP Of PIPE - rya &TON or .• • . • NOT15: I MW»l. /.olwl.s fM0 MYe w.xlwml w.tiM •F approved eHunastio .•br prsom4 prior I• YM.Mtim C� Oc n P W I LC PIPE - SIDE SIDE 2. Cwnrtte e4fustlMAt rtW NWPE be used f 4WNfbnowl *Iry A Tim tx•oo�S two Mlles 3 8H-T AYAII F TM.v Mtn lw� - txc«w «.tt1� of ►I unwtw wttw preefion. f. Now-8hr.I6, Sre.rt wft moh" a •••Y M use4 for f6,al slope ad}tt*m t- ♦- SN14 PM is 4• pl.ced ero,#W sAsaM.les 1e.41o4 to *W Id rs of r,o". TO STOM SE1ETi a net Wo 940vn :flan be vsa on omraw fT♦ mit (6 n or I., I) WWOUtiord OA SOAKAOE PIT TRENCH DRAIN DETAIL . , e fore•. e...•I.wiM...i' u r •. rM« .. roe Me.0 •w� wnl« P.m• N « •w r ..mar •1 M• 3q-.. .c1�M.:L b t•./1M eewele r l.e•.•r •err•rr M.4 .Yso- Too, rr/psr r u•••eT.. •1 M•. /..w. • C•.. f • �� s a K-i we 01. d i• 1_ I - ir« a rye• a Y.! ' n I I j , #.1 �i-}�}i-}�-�•' {Z-}�•I} 1Li'_.�L,..11��•_i w rr �...... >r , t( , �• 0 1 ' 1 I I tom--:• i-i-i- i+l �L-1-i-+•-o ,'4 it IOt 111[*A" 1 1 0.. • C..o Ca.otl ar ••.« C•.. r Orr ei � -Cos Cwr r4 . ■ W e rrw�.• \err Va r eYr rMtr Cw. o... M r « rrala.. err H• ♦ .Ne PLAN O _ _ o --1(♦1w••.-. or r T.I. pee owe ww,r r,ra core w •.I.Nr• Yr.p -' . 1b .M Mb r* . M or M w I! SECTION H e - - _-1: ,.e•• Cw� aim. •e• q.r+.� -------------- .,1----_-- ---r •, e+woo i ew: wt � i re 16.3 • CC .1..•w ' .. fNOPlT ELEVATION «..r r e.... .��.e CL-f aCG. pro..•.. • •,.o,� r +.re • r rMre hM . ryr _ N iw. ..•M« r.m+Nl�a..• � r `.•n.c:t46..m :r ..Mow ✓rr•e ... <...... Nrt et rN.m. ..�. epee +.. f...•w• uN er „r+w, MWwa rr p.a4r•e w w axe rr.wcv. -,a)1«n....«•'. rw T 4Q .r W • t'r r..•e....+ r •woo _ - .. ...r...r �. 3r.M.. .•e.nM 4iM Ww.r w.cr..•f.w.1N 1r'1--lees'-i .'IL eN R♦ t. i.aYi• w err.er• r rr.• .Mom 1 r 1 ••'•'•" ..non..• 1--+•vim SECTION A -A 01-30 --'` -».; port•.. ,...... eoI . • r- r-.-� r ...r.•rrw rw.,•.r......-..ter.. I,reY a R �. I ..•.•w• .. M•W �.r.i r •. ' n' e.rr.r rwrn r r r•ewe.e. •.r .reel ter « r •,ee• Ae4 .rower • a r ever .4• r r ey .4 r .r.ar•.Ip,. "x" l s. r -,to .r, . •r, «... « .epee .. roe. ADJACW T9 QM MITIIDUT 411TTID1 a...e.�... eeer..ose •4 r .elereMy .....«. -4 Too o.rtl weal•• .-r r•r ..r ew e.r.�e •. r ..r..ew I.e. fW ..efr... � . woow....�,. w.... r oo........................r. DI-3B DETAIL PRE -CAST MANHOLE DETAIL r/ Serep "; odo.• MOTE S Ma•. � rw . ---4 2"� For 40" w 3r•fT-e. r r--Z i'- _L- -- •! I -DI, Igtl r...e teem us Is so e0 Nor er•o1..•oen w _ •a E cooW -• 12'm.n Starer. 01-u 14t..� ,pcll.•. on prM 1M in..i N gMxgp•0 1n Siwror Pb, IS i per l _ _ • -4'4.0, ` - ^ WV e66 7D,a accw. a WS, CmI of fuM " DgfY�qq o11 n.ol•rmw •Kgenia q h ti e• i M A f I a N.4'- To t td..o.q b 1. erga,ded . w D 4 •Else for IN &.9 81 ­41"1• 1 TN, �,•m •rT 0• a• m a cool �n po<. t 44 cir w a.t Ga.[�•N q W . • 1 fq U� c.M ---- 5« 3,.tl •j, i• ., il. �I'w.re..Mr ,IO.n an h S4m.• oar .e.c i1N. n IM pbM .rY W rrN m w �m.r� d M •.� - SECTION A -A ia�.e.. ruepaw.eKn.•i4o•'n"..wNgn, W gpiroe epos Iv MIsoo, 4 Derr o..•, one IM wed r+ol� ►. arrmwe M eM Coerrcgr Ir om now =o.melx•n. n w •poor w rwl .r wow at. • W-oom PLAN •.. i Srean oo..r i w� 12' .. .4 000i, CI+w.FfVE QUANTITIES FOR MIN DEPTH h pyre of w.t.rcaee,w nr'1=(w,r �.w (Gr�PLAN .•ol rp• wtll..n"p-12' �2 -< or. aw 1 • W Cu ria Ca.oer per be raged .W caeos aa,s . plr-...nrq • r'..s a.le rn Il . iY W rK Naas 1O.nrP•m4 iexlole N Maoo eS',r. ep. - l!2• C.TdICow.rr a wmM of.e,. b. IN 0-1-T1r coo *I, trM IN' weed a t.p•Iv4stl ,1••I one, sotfrwrr. M'ron a.- 1a 20 C. rilCMLrMe p.Ae •I••MM rr i edrw r, h orke Tod1a eme.+,rre to oI. 0.03 bcn, wen. • ., W..1 Ertl•. 2-.,r os, 6. r m .:: Ti. Orrn,• •wcve Nhe*-w .IOIcWk -. .4 1.-, M pbew.P-Soo SladOF io T-3.4 aM OL440 C.N.W. as eeRNarr 1-0 d o004 ertlr, ei ever✓. 9"If seems, _ 3[CT_ STEEL--_---'JSECI ON CAST M0.1 .� MOTES `p ---Y{.i-_pool �j ivy f'3j - � Nero q e• cool .a par. � cam .era R - - .. Q ern aN.n.m.. m Inw, w .nchroe•. i [ � m«rn4 iM oqa Deal of eM EntmMa i , JI Y me, N .�p•ellu,•. b w cis uM l � _ Opigrol M I.q, a ,noon •peon .•r •lataa K• !roe aMxe lei 4rean a 42, STEEL U',' If- 4" T Y Sow 4. �• " �"i'� L -A SECTION iC T-1-2f APPROX!?AATE WEIGHT SECTION ri B 0,19.41160"s " C.0 von CAST " ONLY Gra• 163 . 1411b. DETAILS pF C IlAR AND GRATE DI-1 DETAIL Slope 8T%! Width 6----�4' as Indicabd Slope 114':1'-► 4 2' R -f ••%�!�,;' '•:'t� 4•a. ;1:• .epee• `.t.. 1;Y �,� 6. I '_Slope 1I, ". ', Class A3. 3,000 PSI A;r 12' ;j'' ',. .�:r-----••: Enaunod Concrete 4' No 8 Aggregate or /� • i ..'� t :•1.. / Grading A Natural Sard ;:� �• •�• '• �:... �: �- Compacted Subgrado CG-6 DETAIL CLASS '0' 7' :wefuliy Compaciod Sw1#0 lackfill 4" 4" 6" a I UE4E AGGREGATE TYPICAL BEDDING DETAIL pavement 3.000 PSI Cancrets no date descripoUon !- by I ckd REVISIONS 200 Nes" Cans. !trod l F`7-2r First Virginia Square a I Standard Details �c 4' 0 § Frederick County, Virginia .a U2 wg. no: 3121.dwg job no: f1i---- M .1% ,eo-c cad.4pbarrn wed. drown by,. twp dote: November, 199 SHEET 120F15 „]` RoeererYay r*a•mr 214.n r1(a31 •r-21te ODProved bY. CE't scole: None paEo-rALL ----_ 1-im¢-112• rn. 1/2' 1..:20-0 iiTo'2. AF_8F. _2• RK 67 Fwnoo SPACESIL 1 i TIE 0 r LsW� 1` 1 TIE to OtL 2-,n7 2-vz• • BUCW a STL 118E ��T WSEE MAIL — 8mc (AltFWAE Au Mbt/D it _ fA lW'E 21 rr tr lL. 4. N 2 6WB, In W GATE Fin '5 g,w YEAT ISO M 4 a EMPV.1 v SlaC6 � S' OIA. WLY. sn. a<tE Past 4 CDIC. FD1fD 90 } 4 t a 1 R - m' 6e Hn71-,n7 IFwD (Uw IN FTa. 2A• DEB. S/,67 12' Ls. )--O -,--WXe71ro' DATE FACING PAIB _..----- A1.L AX 12* 4 J6' IDE PLATE •� ---- PL'YWD. PIbW1bE Drop r CHA. ALL FaN Tw. am Prat 6• STL. F Dim TO WToI 81ILDIM 47 90' Lo cu*m (Tw) _t PIPE FULS if Dora:. AT EKK q WIIll ALL -- 5'-0' AHo1E L,8 at KLML ta'D EF iM - 1 1 ' (? -e' sePm@rtI A/UlO _ t..i 2-1n' 2i KW. IF SfliL"�Ii _ _ - �___...___-- o -Fnm. S1L.nbbi, rA'ar' MLL -F4OYIDE DW am Si17 a GAN FrYE r/ 3D' Lo0 AT EACU GAIT DIAL. lYCbB Am RAT • NTE _ Not cc, —_ --_-. _aw auo(. cm As 4° CDC_ CAP CA AS DWDE HALOES �_� am qy F&L BLS EE TW InFWS r/ rAc- 4 I OF RM A61D LOW CAP -4 00. >IOTES AT 2'-r' o.c. BAD( FROM /D IMTaH M LLDI c I 1 O/ A Cm, L= awl.ATA SEE BCTIEN 'A-A* rw WrA[L5. O.C. W' WC. IAj rz.ab2.9 V.I.F. cmr rvr FTr.. FEIw �vD Wrrs or. IEUF e' 13c mqoMS Wr, aAPLS a.[ sore WAK. A• • _ P, Rai YM Fbfl!® W41E1Es 1 I ALL FLOW AFOOTS TO BE REVERSE AFEM SfF aromas aAN- 4 Au URL FNswS ACEFOR To BE F%DM m NUO R �` ��'' I TTRAFIFIC PAINTfAf'tECTIVE AS DIFE OPPOSITE 46 Yen euFAaEs a e11LD1w'-.- ; #. �. w Fa aNEt Is 1D PER DIIENSIONS ABOVE. FLOW. ff Mar-wim TO rw -ItAw .5 -. -/ ---Y----�+ nl. aro• anY mats -'1---% AIC 'WWAfF R. i I BRICK TRASH ENCLOSURE DETAIL PAINTED TRAFFIC ARROWS DETAIL -- --- - - -- —-------- -- - - -- ---- -- --- - - - - — L— SPECIFICATIONS A. LAMP - 40OW METAL HALIDE. LAMP SHALL BE INCLUDED. B. LLMINAIRE - ONE PIECE NON -CORROSIVE METAL WITH BAKED -ON POWDER COATING. COLOR: BRONZE ANODIZED. LLMINAIRE SHALL HAVE BACKLIGHT SHIELDS PROVIDED TO CONTROL LIGHT SPILLAGE BEYOND PROPERTY LINES. C. POLES 18'-0' HIGH WITH 18' DIA. ROOD OR SQUARE BASE FOR 20'-0' STANDARD MOUNTING HEIGHT. POLE,FIXTLIRE AND BASE AS AN ASSEMBLY SHALL MEET WIND LOADING REQUIREMENTS OF ALL LOCAL CODES AND ORDINANCES. ALL MOUNTINIG HARDWARE AND BASE PLATE COVER TO BE SUPPLIED BY MANUFACTURER. D. ILLUMINATION LEVELS - PARKING AREA: 2 FOOTCANDLE MIN. MAINTAINED AT A FEIGHT OF 36° ABOVE SURFACE. - SIDEWALKS: 3 FOOTCANDLES MIN. ENTRANCES: 5 FOOTCANDLES MIN. AVERAGE LIGHT LEVEL.: 12 FOOTCANDLES READ CUT-OFF PATTERN REOUIRED. LIGHTING FIXTUE MANFACTUiEA/SUPPLIER TO PROVIDE COMPUTER DESIGNED LAYOUTS. E. ELECTRICAL REQUIREMENTS WULTI-TAP (120v-208v) LOW TEMPERATURE START BALLAST. POLE GROLM : 1. PROVIDE A 5/8' x 8'-0' LONG COPPER CLAD DRIVEN �i GFtONU ROD WITH WIRE C1AMP ON BUILDING SIDE OF EACH POLE BASE. 2. CAST A SINGLE '8 COPPER GUM CONDUCTOR IN CONCRETE BASE, PROVIDE 5' OF SLACK AT EACH END. 3. TIE LUMINAIRE GROUND AND POLE GROUND CONDUCTORS TO POLE GRDIW LUG AND POLE CONDUCTOR TO DRIVEN GROUND ROD. MAIN ENTRANCE ELEVATION POLE CONFIGURATION SINGLE DOUBLE 90' PARALLEL TRIPLE 90' QUAD DOUBLE 90' 180' 14 15 STTF 16 REFFFENCE 17 NMER 18 19 HAND HOLE W/ BLANK COVER (W.P.) 4 EA. ANCHOR BOLTS W/ LEVELING HILTS (SIZE AS REO'D. FOR WIND LOAD CONDITION) -8 BARE COPPER (;ROW FINISH GLADE 3/4' DIA. ELECT. CONDUIT FROM BLDG APPROVED SITE LIGHTING MANUFACTURERS MANUFACTURER LUMINAIRE MODEL POLE LIGHTING SYSTFII INC. CLASSIC CLM-FT-40OM4- F-208/24OV-BRZ-ND P.O. BOX 42728 4SQ-S1IG- CINICINNATI,CH. 42542 18-BRZ HE-FT-q�- (513) 793-3200 (800) 782-3202 HERITAGE F-208/24OV-BRZ-NO POTTER-WEIL COMPANY 2434 W. FLETCHER STREET XT-PHILLIPS P1840-S/D/T/O'- SP-1844 CHICAGO, IL. 60618 OFL RID MH DEL 40015 ( 312) 528-MW (BOO) 222-9345 RUUD LIGHTIN4G INC. 9201 WASHINGTON AVE. PS4S2OC- RACINE, WI. 53406 CUT-OFF CF3440-40WH (') BZ (414) 886-1900 (800) 558-7883 SECURITY LIGHTING 3477 W. TOUTY AVE. LINCOLNWOOD. IL. 60645 WEDGE WL-40OW-DB-MIT SSP-I8-DB(') (312) 674-7100 (800) 544-4848 WHITEWAY TRIUIMPH TH-/00-W- 208/240V-DBA 1736 DREMAN AVENUE 18-SUS-411 LR-400-kH- CINCI"TI, OH. 45223 (513) 541-3486 LE BARON 208/24OV-DBA STUB -UP 12 ABOVE TOP OF FTG. 4 17 RODS VERT. 8/ '3 TIES AT 12' O.C. 8' X 5/8°SITE LIGHTING DETAIL m GROUND HOD E f-7 I n 1 i S/Z"\VELp- y ';Ale E LE "&Y . u " WE a A5 O. D, OF l .may 5a-'7� oin PIPE , it PLATE TYPIGD,L 5"(AG 1 I,16 ETA I L - N, T, S , 5AISTIr.1G, 30" 0, p, P I PE (1/2" OVA L_ L) --- 1/4" "TNI',,'2TL. T7LATi✓ 4 v, / VO 413 2 i" i/2" S-TL, DRILL PL ATE G u S<3ET5 HOLES 4' -TA LL X8'i Foci_ 2./4 \Vl:LDED ANGNop. (4 V-ea,U)). 1301r-TTS (4) , PLATE � 6Ue E61_- EXIS_TIt 1Ca ,T,S. 16' -0" 1-0"Y GQ TUBE , 10 x16"x 1' sTI-. PLATE WELDED A 3ovE 14 1(�" o• D. PIP; czar.;- VIEW GOP- 141E\V - ---- --- No-T To SCALE) - 24" O, D , PI PE EXIG-i'InJG, , E X I S'r I N G't �OL.I1J p4,-T'10 ►�1 . o. C , //O�- O" LONG X " '� ' O" 2 y4 DIA. ANCHcrZ gooS -0 x 4-O - i( :3 STL, SgUARE�(4 REQ'b). 3 NUTSiBoLT. , NoN-SNrZ1Nl� GrZni.1�'. Pi.ATE , — ,3011 1-5" l :"T -- - 111III -rs S2ov Kgu 10I- o'' A,! e 2'-0n Z EXISTIIJCa �ouNDATIorJ �iNoR;,T DI��EN�Io�J OF FoU 12A-T I o N; 0'_p I I NOTE- BURGER KING/AMMOCO HIGH RISE SIGN TO REACH MAXIMUM HEIGHT OF 1 10'-0" PER BZA APPROVAL OF 1944_. CASE No _ a ! fl>`�, nl 7) C)18 - I? 91C (0"aC), PIPE 1n a►•L":�1' c Ae,IWET. PAI F �4",c4K2 G.r,,E s, u \` A3�vE l DSLow i0 XSG 7E. SQ. 7uw 4" j FmyN1 vie\✓ ( N07 To 5LAL F-) /O.0 s F ', lad lj i 5 I- 0 I- 47- Nu/ r ALS iZEd,G'� IZ. COPY s I E 3" / !�N F'P �11 P `- 'TA L00) 00 : G'� EVE _ �'o �o►J' =:� J i 5/13' eoi -Ts > N 1 (v' x x 7 CY I LoNG-. u=:•" — i I urn I<.ai�Z• Pc�-f, �`� : sI�E . El`T-T `rH F-U �I N�� t7: GA',3 I N C"rS� -;"�tRU I ►.1 S I Ge - - - WALL Or Up;;�'14H7 {�•frr 4- , 3/$" R%q_-r5 EA• S IPe1 ? 70TAL —� �c fz. � AC..i-i GAg I ►JET) , 14" A 2.011 x 1" S-TL , -PLAN (1- f F ) \VEL_t7Ell:> -("a ` (011 A S" 7u 13EG 11 SEGV K sp (Da jsv) To J_�8 p. N CH 0 ` L'oL_TG (4) EACH s 1 De I G b �iy P) a 71A, .. d a XC711 d 6 L.Of46A °-�°AP�o-TS �Q c (4 IzEq'b 5_k/N H0LE ), 3'- 0'I e +" AREA 1 date -J--_——_deecrtku-0n - _ -_ I by I ekd REVISIONS .a o `�°. First Virginia Square � — 6 Sign Details G G m s mt.�au u 1501,, N �g •' Frederick County, Virginia m ono 3121.0wq na-3Uf --- -- - — - --- — s 140-C o« a...r o.�. drawn by. twp date: November, 199 SHEETS 4 OF 5 CM3) am via opproved by. CEA1 scale: None SM'EJII(FA BOX ASSEMBLY -- 1/4-20 BOLT (2) REO'D. 1/4' PLATE W/ THREADED HOLES MOUNTING POST W/ PLATES WELDED TOP 8 BOTTOM CONDUIT SHOWN INSIDE MOUNTING POST TOP VIEW, II POST COVER ASSEMBLY _ BASE PLATE MOUNTING POST BRONZE ANODIZED ANODIZE ^' ALUMINUM EXTRUSION - - - 1/2'-13 NJTS (12) REDID. II 4 USED AS LEVELING NUTS FIN.SR. OF DRIVEWAY 8' CONC. am I II I II 'I---- - 1' —� SVCE ----- ALDIO TO MEN..BOAFD 1 /2'-13 ANCHICR BOLTS, 18' LONG W/ 6' BENDS, (4) REQUIRED NOTE, BASE WILL VARY W/ SITE CONDITIONS 8 DESIGN IS THE RESPONSIBILITY OF THE CONTRACTRR. SIDE ELEVATION SCALE 11 ' • 1 0' POST M17Kj NOTE USE (8) NUTS TO ATTACH ANCHOR BOLTS TO TEMPLATE AND SEQFE IN CONCRETE. 3'0 PIPE ACRYLIC-P.V.C. FACE RED BACKGROUND WHITE LETTERS AND BORDER 3'0 PIPE PAINTED DUiEPDX 71-313 DARK BRONZE. FINISH GRADE D/T LANE NOTE: BASE AS REQUIFED BY SITE CONDITIONS. DESIGN RESPONSIBILITY OF SUBCONTRACTOR. CLEARANCE SIGN (NON -ILLUMINATED) NOT TO SCALE 09NN THME 9I7 0 0 0 ® E5 C {04 �l0 OG�C WHY m mT UNL U EMY GMAT T mw MTm MV © E7 �8 E9 10 NOTES: SIGN FACES i. 'C_l MESSAGE/SYMBOL BOTH SIDES 2. ALL AUXILLIARY SI94 FACES TO BE CONSTRUCTED OF U U 5000 (EASTMAN CHEMICAL). 3'-0' 10' EMBOSSED FACES TYP. D SEPARATE R. FACES A. SIDE .083 ALUM. CABINET ABOVE FOR DIFF. FACES DIiEPDX COW. BASE 71-313 EAR( RIGHT FACE ORANGE REDID. WHEN �fZE BAD(GRRQ.ND W/WHITE SIGN IS NOT COPY PROTECTED LEFT FACE BY Q� 4 RED BACKGIUND W/ ISLAND. WHITE COPY G0EiRAL CONTRACTOR TO PROVIDE 04 ALUM. PYLON COVER ELECTRICAL FINISHED IN 71-313 STUB -UP DARK BRONZE N FIN.GRR.-SEE NT.4 SHT.C-1 --� 1/2•0 I ;I j I. ( NOTE: i ELECT. I I I I I I BASE AS I CONDUIT — REQUIRED BY —�✓'�- SITE CONDITIONS _ kk I THE DESIGN IS _ N J I THE RESPONSIBI - - - - LITY OF THE SUB - - - - - - CONTRACTOR. 24' DIA . CON METAL SIGN CABINET (ILLUMINATED) NOT TO SCALE 4'0 PIPE 4' SCH.40 PIPE PAINTED DLFIPDX M 71-313 F DK. BRZ. INSERT 3-1/2' SCH . 40 PIPE. (4) 1' PLUG MELD (90 SPACING). 89 1/4' SIDE ELEVATION SCALE 13/8 •1'-0• 3 PANEL BILLBOARD ORDER STATION SIGN FACES NOTES: 1. ALL LUMBER TO BE 2X CEDAR D 2 ID VTU Un'U OCNS•TRUCTIONR, CLEAR GRADE. 2. ALL SIQU(E TO BE STAINED FOR EXTERICR 115E WITH OLYMPIC SEMI -TRANSPARENT M9 CEDAR. D 4THANK Y 33 (EFO E SHIPPING TO PRE-ASSEMBLEDSIGNS TO BE U SITE. ENTER ONLY E U U ONLY NO EMT �R ONE KAY M � GHT TURN -10 000 NOT ENTER ONLY MESSAGE/SY►BOL BOTH SIDES SUPPLIERS 1 . SAHSCO INTERIOR DECOR 215 WASHINGTON ST. WEST WARWICK. RI 028M COLOR SCHEDULE (401)828-6800 LETTER, FO" '102 FIRE RED 2. THE SENTINEL OROLP, INC. DIRECTI(NAL1 RO W 0134 U.S.HFY. 168 WEST 04"E YELLOW ADVANCE, NC 27006 BURGER KING LOGO, (919)998-8088 OR BLN - RD" '134 CHROME YELLOW (800)934-91950 LETTER - R(NAN '102 FIRE RED 3. WO(ASMITHS SIGN SYSTEMS 2525 WEST EVANS DENVER. CO 80219 30',38' OR 42' (303)934-7788 OR SIGN BOARD (800)821-0958 FOR SIGN FACES FRONT SIGN BOARD - SIGN BOARD BACK 30' 38' OR 42' SIGN FACE SIZE REFER TO SIGN FACE DETAIL FOR / MESSAGE/SYMBOL 2X4 FRAMES 04 POST- FIN.SR.-SEE NT.4 SHT.C-1 3' LAG ALIEN HEAD SCREWS SIGN BOARD 2X4 WD FRAME 04 WD POST CONN. DETAIL N.T.S. 3' LAG ALLEN HEAD SCREWS (RECESSED TO BE FLUSH) . 7 ki II AS AN OPTION, OUTDOOR LIGHT yyyy II FIXTURE BY APPROVED MANY. (SEE SHT. C-6). ILILOC. TO BE VERIFIED IN FIELD BY G.Q. WRAP WOOD o POSTS IN TIN I I WHERE IN CONTACT W/ CONC. FOOTINGS I I I I I I I I _ L _ J L - J FRONT ELEVATION N.T.S. WOOD SIGN CABINET (NS4-m-LuiNATED) NOT TO SCALE SCOPE OF WORK 1. GENERAL CONIRRACTOR LOCATES It OF SIGN AND STUBS LP CONDUIT AS SHOWN. 2. SIGN INSTALLER EXCAVATES (BY HAND) FOUNDDATION AROUND CONDUIT. SETS 8' SOUAFE TUBE OVER CONDUIT, POURS CONCRETE FOUNDATION TO BOTTQI OF CONC. BASE. 3. GENERAL CONTRACTOR POURS CONC. BASE, PULLS FIRE IN CONDUIT. 4. SIGN INSTALLEii RETURNS. SETS SIGN. CONNECTS FIRES TO SIGN WIRES. WELDS SIGN BASE. INSTALLS SFM METAL INSET. 5. GENERAL CONTRACTOR GA(1UTS/CAU1KS AROUND INSET WERE E IT CONTACTS CON0;ETE BASE TOP. P,A 1(r 3' 11 (B'2-) -2') . I -. L' 10' FIN. GRADE (TYP) EXTRUDED ALUM. CABINET W/ RADIUS CORNEAS. HINGED TOP RETAINERS WHITE BACJ(SROUND - FORMED POLYCAFBGNATE FACES ORANGE BUN. PMS 137 EMBOSSED RED LETTERS. AS 3485 EMBOSSED FACES TO BE DISTORTION SC EENM ALL RETAINERS 8 FILUEA TO BE DARK BRONZE CENTARI 1000A (RANGE BUN, PMS 137 EMBOSSED 2' DIA. REG. MARL - SPRAYLAT RED A8 3466 SHEET METAL INSET CONCRETE BASE BY GENERAL CONTRACTS; 8• SO. 375 THICK STEEL Sa WFE TUBE 8 CONC. FOUNDATION CONDUIT W/ 20 AMP CIRClUT WIRING INSIDE OF SIGN MTG. TUBE BY (ETU. CONTRACTOR. FRONT ELEVATION SCALE, 3/8'-1'-0' iOi SIDE ELEVATION SCALE- 1/4'-1'-0' ALTERNATE MONUMENT SIGN FIN. GRADE G.C. TO PROV. ELECT STUB -UP (IF REO'D.) I I I NOTE: BASE AS REQUIRED BY �— 3' PIGTAIL 4' SOUAFE STEEL TUBE OUT BOTTOM OF SIGN - FIELD WELD 8' SQUARE I STEEL TUBE CONDUIT TTHE DESIGN ISS noONS. date desc!i�on -- by ckd REVISIONS THE FESPMIBILITY OF THE SUBCONTRACTOR 0 U 97 - '� , First Virginia Square ' w SIDE ELEVATION GF U � J Sign Details Frederiok County, Virginia N.T.S. Ai 00�3 Rag. rto: 3121.dMr� drawn by. hrp date: November, 19 SHEET 1 50F15 ------ - 15 Fft&M .Mft w.a• —1 eN-018 japproved b . CE1W 'scale: Norte GENERAL CONSTRUCTION NOTES.- I. The contractor shall furnish a// materials, labor and equipment and perform a// work including restoration for the completed installation of the utility systems and a// other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Krginio Department of Transportation, Krginio Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise core in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify a// utility companies 72 hours prior to construction. Coll "Miss Utility" 1-800-257-7777. J. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work shall be immedicte/y brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed offs/te is the Contractor's responsibility. 6. Contractor to obtain, at his expense, al/ permits required of this work and shall foithfuliy adhere to the permit conditions imposed. 7. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by the Virginia Department of Transportation, S. All fill, base and subsurface material shall be compacted to 95Z of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 23' of optimum moisture for the full width of any dedicated right—of—way. Compaction in other areas to be 909 9. Access for emergency vehicles must be maintained at al/ times. Temporary street signs muss be posted as construction begins. Access to fire hydrants is not to be impeded at an by construction materials, parked cars etc.. 10. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing groud elevations at centerline of utility, structure or road, and offset hub elevation. 11. VDOT approval of this Site Plan expires 3 years from dote of approval. 12. It is the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of Virginia (Overhead High Voltage Lines Safety Act) 13. Frederick County Approval of this Site Plan expires 5 years from dote of approval. .DEVELOPER HOLTZMAN OIL CORP. P.O. BOX 8 MOUNT JACKSON, VIRGINIA 22842 PHONE: (703) 477-3131 % W BANK OF FREDERICK COUNTY c/o First Virginia Bank P.O. BOX 389 WOODSTOCK, VIRGINIA 22664 PHONE: (703) 477-3131 Vicinity Ma� Scale 1 "= 2000' NOVEMBER, 1994 FREDERICK COUNTY, VIRGINIA GAINESBORO MAGISTERIAL DISTRICT Plan prepared by gilbert W. clifford & associates, Engineers — Land Planners — Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 SHEET INDEX 1 COVER SHEET 2 SITE & DIMENSIONAL PLAN 3 SITE GRADING PLAN 4 LANDSCAPING & EROSION CONTROL PLAN 5 SITE UTILITY PLAN 6 STORM SEWER PROFILES 7 WATER & SANITARY SEWER PROFILES 8 DRAINAGE PLAN 9 ROUTE 11 CROSSOVER PLAN & PROFILE 10 STANDARD DETAILS 11 STANDARD DETAILS 12 STANDARD DETAILS 13 STANDARD DETAILS 14 SIGN DETAILS 15 SIGN DETAILS Surveyor's Certificate I hereby certify that the boundary information shown on this plat is based on an actual field survey made under my supervision and there are no encroachments or visible easements unless shown. Scot W. Marsh, L.S. APPROVAL BLOCK A FREDER/CK IOUNTY ADMINIS TRA TOR DATE 4119195 REVISED SHEETS 2.3.4.5 & 13 PER OWNER'S COMMENTS TWP C'EM a I 6 Project Site alevelonment and Zoning Summary Fire Lone Location d O \ z Zoning: Business General (B-2) No Proffers Current Use: Vacant PAUL D. MULD NOWNEY, et cd �� \ / Proposed Use.- Burger King Restaurant ZONED. M-I \ ,� _ ) o Amoco Service Station E MANUFACTURINGUSANU:ACTURING \` '; �•LO General Offices A15te Drive-Thru Car Wash \ Cp°^e� Saco Lot Area: 2.049 Acres (89,254.44 Sq. Ft.) 20 r Eyast+ns Tax ID Number: 43-((3))-D BRICK TRASH 399.60 Y 23' Magisterial District: Gainesboro ENCLOSURE (SEE DETAIL) Total Site Disturbed Area: 2.049 Acres (89,254.44 Sq. Ft.) 5'R Buildina Requirements \ / -`�12' \ - ,R \'R 180, Setbacks Required Provided 0.46 125.65' Front 50' 50' / 16.0' 20, Side 0' .8' Burger King E ,. CAR Q ♦� - Rear 0' 17' Speaker Menu 50,p2'00 + WASH ro \ 'R \ Floor Area: 8,934 Sq. Ft. N 32.o' % 35.39' FAR Allowed: 1.0 00000 12 Conn ron 12' \ FAR Provided: .10 "� / Building Heights Allowed: 35 Ft. PAUL D. MN D: W -1 et ul r IS -+{ 12' ;. 2 i. 24' �� `,.,� V; a, rn Building Height: ZONED: M ' I Burger King Restaurant 15' 8" USE MANUFACTURING Q 6' �, Q r Amoco Service Station 16' 54.3' i 15.6//I General Offices 12' / ' NY F 20 18' 10' Drive-Thru Car Wash 16' N 0" SEAL IR o,R sit. I I • ;•�• + 28' / Buffer & Screen Requirements - B-2 to M-1 us�vo�t I I O4dlf s re \ j 3y0' Buffer Distance Required: Type "A" Buffer Q �1 Sipn a b ~f ! 143 .' Buffer Distance Provided: 10' landscape easement area. 6' landscape 6' R I oc 18 10, \ easement as per March 1, 1995 Planning Commission approval. ��RGE G m in I n Nondlcc� Ra Screen Required: Full Screen RemCoJRIse etobT Temporary % KEN H(typ) p i \ Contractor t sturb Screen Provided: Landscaped vegetative screen as per March 1, 1995 Coate T e 8a acade / *��'' -� - u, t{°� �'� 24' existing l;ower 5'R Planning commission approval \ 15' Q URGER KING 1-6 SAA, $' 5�1R 30' - �. 24' \\ 8 Parking and Loading Requirements i3 Handicap Ramp �♦ \ �� wired Provided HIy �' -� ~ ro°nd BURGER KING/AMOCO ` ` P►°� Le' �� ✓ � 28 Parking Spaces 73 87 / Sign (Two Igns o One) a� ✓ �: -laid I Handicap Spaces 4 4 (BZ VARIA CE C SE lQ 24, 24' �, n 18' f0' ; • b Loading Spaces 1 1 Nandfc p Ramp ,{01 1016, 17 do 18-94) Q y,R \ 10' Amoco: 3 Spaces per Service Bay plus Retail Service Area 5 •:� * •, . \ i N/F Retail Service Area = 120 SF ��%• ` BU QnwuSTFRs• NC I 30' '� 8 5 N677508eE +~ 183.78' 5'R -�-- - USE. TACO rsr FOOD Total aces fo3Amoco = 10S aces P P - I Burger King: 1.4 Spaces per 100 SF Easement Required - 50 Pair Burled Tole. Coble A g Burger King = 3,612 SF ~ Stripped Pavement ------ -- ---- ---�� _ _ t _. o ]0' rJ G Area / �� - - - - Total Spaces for Burger King - 51 Spaces P / / - 9 `� , I Office: 1 per 250 SF I 0.74' fy I / Sidewalks shall be 4' 7h1ck Portlond Cement Cto (t)p)�- Office 1,922 SF - ��' ��` N \ I Total Spaces for Office = 8 Spaces r-- o ® FH z p (- 20. I Drive Thru Car -Wash: 1 Space per Employee (0 0 20' {; I PAVED 9 a I o 5 \ Car Wash = 4 Employees (0 10 25• o I I PARKING �' -1 �- - - - —i 1 Total Spaces for Car Wash = 4 -- - - -- I LOT L--1----J LL 26' 34 14' - ZE 11 1 20' TOTAL NUMBER OF SPACES REQUIRED: 73 AMOCO Letters d 1 EXISTING _ _ m z AMOCO � I Fr----\ 1 STORY BRICK —7� u 24' \ c ti o - o 0 0 I i f 9' (tyP) # I I1 BANK - t BUILD NG t- I I \ INAL SITE FLAN r I -i _j 11 -- g' eA VIED 9 I FF— 705.93 �— 46 _ 40.0'N j I 1 I --- 50 Front Setba IL pAT RS I I I .. ;0 1 ---- -- ---- 20' 5'R tr! edp�O�e 50 Front Setback } ' T r' "� PP C R 0 W N/ C O R K AMOCO Letters 1 -J L__-- - plpvemen t d. A N D S E A L -- Y I }--- _ .— __ F-I PAVED Area GENERAL NOTES: 11 _EX, _ _S_IDENAL.K 26.3' 15.60' l PARKING USE: Vo cnt .G 5'R ' I ` 5,R \I 9 , r T @ I (//� I LOT ,R 10' 15'R 1) ALL CURB & GUTTER DIMENSIONS ARE TO 774E FACE 8 50, 15.73 �Low-Rlfj' 14' j I 5 R5'R BURGEKING SI n j i#f i��� 4 _ OF CURB (FC) UNLESS 0174ERW1SE NOTED. I ts) / �@ 2) UGH77NG STANDARD LOCA71ONS TO BE AS DIRECTED ♦� I I I�/'� I RELOCATED E TING22' ; 0��0. BY POTOMAC EDISON CO. Lo -Rise 9' 20 i BANK SIGN SIGN h \ AMOCO Sign 11 • -- - - - - - - e♦ I _ orate) 5 - - - - - - - ----- 183,79' IR II r� S 67'44'31" W 396.33' 1 /# 37.44� C-FX 200 Pair TeISPIlVne Cable 175.68' Q N\ .01,v------- \� _ �' `G 2' Cut in -Tele --Tale - -Tale- - ---- - --- -- - Tale ----- - 7ele------- ---Tels----Te(e ------ - � �T�� r UY WIRE - --- - - --� - - -Tale---- - - --� t t air Surl6a7#1. - - i 50' 26.5' 25'- / 9 36' Toper i4, l' �..... -- ---- ,sI 12' 14' 12' / -14' _ - - 12' Ex 10' offset Ex CAG 14' 12' —� EDGE OF PA T - --_SIGHT DISTANCE 510' to aR7E 661 Relocate Curb & Gutter as Shown U. S. ROUTE 11 VA ROUTE 37 MARTINSBURG PIKE ENTRA1vCE APPROVED fRY bARtANCE OF PLANlJM16-C-flMMI&SK)N OF-- —---___ 14' 8- 216 Aggregate PARKING LOT SECTION rO XXX ix - SECTION A-Xy Not to Scale CA 50-02 ZONED: m-i USE. Vacant 01 701.81 USE-. TACO 90-L FAST 700.82 700.9 PAVED t/C PARKING 702.28x Lij EXIS77NG 7-1 BANK I BUILDING —t < 104 0 EX CONC. HEADWALL ;Oency Comments 02 Rei Oar MT Comments MH RIM no date description h- ckid T REVISIONS �:�.-698.02 f-x-1 =�—j (703) W7-2130 First Virginia Square 701 I Site Grading & Paving Plan M Frederick County, Virginia j 701.47 701.63 U. so RPV TE 111VA ROUTE 37 MARTINSBURG PIKE 150-cold.01—wi !drown r4o-1 November, 199 SHEET,30F15 ' a 0® - -Little Prin. 36"-40", 5'oc ODwarf Burning Bush, i5-18 5'oc American Arborvitae Nigro, 4-5', 5'oc (Callery Pear,2" Caliper every 5th Tree) q c NOTE: Landscape Screen (6' Landscaped Area) Approved 10' by Planning Commission on March 1,1995 a v 0 LANDSCAPED SCREEN DETAIL - 6' - N III/ F CIR0WNI C 0 R A N D S E A L ZONED: M-1 USE., vacant -I z N o � IRF I AMOCO I I I I N / F CROWN C O R K A N D S E A L ZONED: an USE: vacant I N/F PAUL D. MULDOWNEY. et of ZONED: Y-1 USE MANUFACTURING n' :: so 1�F 175.68' -Tate-- REQUIRED PLANTING LEGEND REQUIRED PARKING LOT TREES = 46 PROVIDED PARKING LOT TREES = 46 (Callery Pear Trees) LANDSCAPED SCREEN — \ (SEE DETAIL ABOVE) / / / / I / rl" CE *E tN 5,Oi0�.2' d I PAUL D. MULDOWNEY, .t al \ ZONED: M-1 USE: MANUFACTURING yZ 399 60 z L.N 1 i W i • rn Z \ IAP UE b F 3 � rS9 / t.. 77 . N67 718 "E � 183.78' # - 50 Pair Burled Teie. Gable ---e e--e--- y{� 20' Drainage Easement PAVED • tl PARKING t l LOT I L------� I t EXIS77NC 1 STORY BRICK I BANK ' BUILDING—t—� #1521 FF=705.9.3 i — 1J p ti M I I 1 II I J EX. ! , SIDEWALK PAVED _ II -1- - fl' - -�- - T A PARKING LET 41 --- CAR ' WASH 0 SF S 67'44'31' w 396.33' l�n 37;44� - � �o �o -- --- U. S. ROUTE 11/VA ROUTE 37 MARTINSBURG PIKE LANDSCAPING GENERAL CONSTRUCTION NOTES: 1. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 2. vegetation plan.• All gross areas to be seeded with a mixture of Marion Kentucky Bluegrass at a rate of 2-J lbs. per 1,000 square feet and Annual Rye at a rote of 1 lb. per 1,000 square feet. Newly seeded areas shall be mulched of a rate of 70 - 120 lbs. per 1 000 square feet, Adequate watering and fertilization are required to aid the emergence of new grass. Gross cover is required to satisfy the requirement of this project. EROSION CONTROL GENERAL CONSTRUCTION NOTES: 1. All erasion control structures shown or as required during construction shall be contlnuous/, maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 30 calendar days when construction /s not In progress. 2. Temporary and permanent erosion control structures and methods to be in accordance with the VIrg/nia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. J. The Contractor is responsible for Installation of any additional erosion control measures to prevent erosion sed/mentaion as determined by the E & S Inspector: 4. The Contractor shall inspect al/ erosion control measures periodically and after each runoff produc/ng rainfall event. Any necessary repoirs or clean-up shall be made immediately. 5. Installation of al/ Erosion Control Measures must be approved by Frederick County Engineer O (70J)665-564,1 EROSION CONTROL LEGEND "ST C 9URGERBUSTF7tSJNC Construction Entrance ZONED: 0-2 USE TACO SELL FAST FOOD —sF— Silt Fence IP Inlet Protection R� Rip —Rap, EC-1 Required I i CD till i Landscaping Reguirements I c Landscaped Area Required: 15% or 13,388 Sq. Ft. Li Landscaped Area Provided: 15.8% or 14,140 Sq. Ft. Parking Surface Area: 61,460 Sq. Ft. Parking Area Landscaped Required : .05% or 3,073 Sq. Ft, Z Parking Area Landscaped Provided : .07% or 4,320 Sq. Ft. Parking Lot Perimeter: 1,450 Ft. Q Parking Lot Perimeter Trees Required: 36 - 1 per 40 Ft. O -- Parking Spaces Provided: 89 ilf Parking Space Trees Required: 10 - 1 per 10 spaces '� ph0jile \ act Total Trees Required: 46 Total Trees Provided: 46 Z i Landscape Screen Required: 6 Ft. Landscaped Area. O (03/01/1995 Planning commission approval) (-- Landscape Screen Provided: 6 Ft. Landscaped Area J � Li18 BZA VARIANCE CASE NO'S 015, 016, 017& 018-94 --EX 200 Pali Telephone Cable aol- date--- - --- - - description - ---- - _ by J ekd REVISIONS 0 a zoo kfh Cana, Sbl t `� `'-� First Virginia Square c Landscaping & Erosion Control � a Plan U 0 Frederick County, Virginia a) a' o sw-d ,6a-c a......W* ae.. drawn by. twp date: November, 19-4 SHEET 4 OF 1 r5 '5 (7 4) I approved by. CEM scale: 1 --30 �l NI{'F CIR 0 W NI C 0 R A N D S E A L ZONED: N-1 USE: vacant 16+67 12' Gate Valve (Mel to Both Sides) 1 Joint 0fPie 12' CCO (Met t uged) 1 Inv-701.25 (Taco Datum) IpF UTILITY LEGEND \ o \ Inv=699.86 (FVS Datum GENERAL CONSTRtICTION NOTES. z Slope Inlet N/F O '�� 1. Water and sewer lines arm to be constructed in accordance with these plans - W - ExistingWater Line \ O �- to Drain PAUL D. NULDOwNEY, et a and shall additiono/y meet al/ requirements of the Froderick County New Water Line ZONED: M-I A Inv.702x50 c Sanitation Authority. The contractor shall coordinate with, and arrange USE: MANUFACTURING ,// New Pump for inspection, the Authority. -- G - Existing Gas Line �\ \y Station 2. Temporary termination of sewer lines shall be plugged watertight. The -AGM- New Gas Line \ (by others) end of the line shall be marked with a treated 2 inch x 4 inch post New Sanitary ewer SMain \ extending at least 18 inches above the ground. fie top 6 inches shall 6p Y� ( \ , be polnted green, and the out depth to the line invert shall be shown. _ = � Existing Storm Pipe 399' EW-1I \ / J. Contractor to clean up and restore disturbed areas immediately upon completion 0 New Storm Pipe - of pipe -/crying in the affected area. 4. The Sanitation Authority maintenance department is responsible for the installation cQx Existin Power Line g0000,\ / of water meters. Before a permanent meter /s set, they require; 1) the frame and -UG-- Existing Underground Electric _ _ 1 cover to be properly aligned with its meter box and yvke bar, (D New Water Meter Location � rWASH 782) the frame and cover to be set to the final grade of the lot; J) the distance between '-1 P O 1,the top of the cover and the }rake bar to be between 18 and 21 inches; and 4) allm components of the meter box asseblyto be in proper working order. /t is the Rl \ I'' dewsloper''controctor's responsibility tly. to have the meter box assemblyinstalled correc'5. Sanitary Sewer Laterals shall be SDR-35. 5°ro2°° 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector N/F` 7. The Sanitation Authority shall install all water and sewer services that connect PAUL D. MULOOWNEY, of of / °� I 1� = to existing lines. The location of the tap and the term/nation point of the lateral .`Rtsl Lat 5 S m are to be coordinated with the Authority's assistant engineer. ZONED: N-i . a • t ' v New 1-112' B. The Sanitation Authority shall top all existing water lines. They will furnish USE MANUFACTURING / - !- Water Meter Z I the materials for and make the top. 77�e contractor must mold opp/icoUon UE for and pay the cost of this work. OOOOP /'\ r' 9. The contractor shall tie-in o new line to on ex/sting monho% by con dill/ing the manhole. / < { New !ti Hydrantant i 10. Developer Contractor to instal/ new wafer See Note 18i . I line and meter box ossemby. After water and sewer lines accepted the dove/per I is to connect new service to Banks existing /ine.(Abondon City Service). FC-SA will install mete ia r G1'ea i8 a er Lat` ''�• I I 11. Contractor to provide Pump & Haul Sewage Disposal Services for Bank O EXter �1 9� I cl until Sewer is complete and available. TtaP / i o I 12. Fire HVront to be shared with Taco Bell to the East of this Site. D NO 1. Mete • 1.j Contractor to disconnect existing Water per Note 10 above at Water =704' I Moln along Welltown Rood In(In) 8' 20' Inv<0ut)24.n7 t / EXISTING ENTRANCE CMP NOTE: �r Meth O I When removing Existing 18' CMP's, Bockfill Trenches under Pavement with 21A. Patch Trenches with 4' BM-2 Qr Overlay Entire t:ntronce with 1.5' SM-24. at L 3.143- bANIjGLEc'' • . 12 watej^ Mn d i2'x6' Too 3+14q I �` \ ne f�LR1FiFii- / Inv C3 a ;• Z• • �►d j - 701.41 6Fire Wydran Ass'y /'Ar-� . ,,� • , : .. N/F .: . W . .. �y •�� I j BUROERBUSTFRS,INC �- 6' Son L t I( N67'0 h'8 E/DI-3B 183. 78' {I ZONP a-2 USe TACO BELL FAST 2 O 1.00X FOOD rl / L=8- / Top=703,00 3 I' Meter 1' Tap f �� - - ®s Inv<In>=699.21 50 Pair Burled Tole. Gable I - - -- \ I m • 5 �5' / 20' Drainage Easement Trench Dinh a!If � R ,,,1 !s� ���•�' N ! I o ` \ - j •.� o r- Top=704.80 Z Locate Ex. Ban o Trench Inv=70380 � d ^' I I O Conneet)*w lotercl as shown. �; i PAVED ,Existing Water Lateral tl oo DI-39 i 1 Contractor to locate) Trench Inv=702,30 cN Remove Existing City LLf I,pF i Lags - o i I PARKING d m � - ` - - } - Top=70 so 2� 11 LOT i L....t----J I 9 y N w InvCIn2 98.#z I 1 I I , ----- 1 • TO,Ex Meter Box Water Servke Water Servfce after F SA l 1 InvCIn)Lat 2 69$$ 1 I EXISTING I ----I z AMOCO �. Inv<Out -698. 7, i �r--- -- - ?� ` -. (Disconnect at Main ' _f N E-Ji i i I I a \\ 1 STORY BRICK // > I I New a. ��. to - I ___ 1 • ) BANK oDi-1 11 I I - -0 - - BUILD NG F - t - -�- -� 1 • Meter _ ,�, -- f/4` khter oral Lot .. i I --- ----� ECG 2' PLA GAS MAIN a I I I/ 1521 I j \ I To 703.00 I L L - T FF= 705. 93 Con tLi to locate Ex. Water ' InvtIn)=698.36 � M I Ii N � C InvdOut)=698.26 j I 1 Lot&+l do Connect with New Water [I ,�, o Wet Top by FCSA I I I oki Later & Meter as shown.N F -n - y i C R O W N C O R K M I ~----J I --I L_----� PAVED II � 1 A N D S E A L I -- / _ ----- EX. SIDEWALK _- t `�C� 12' Water Main w 1 O uEV o ant�.fi// DI-3B �. - -SIDEWALK -,- --� PAWING --_._ # I / �\ � L=8'/ / o Top=703.2s / e 1 I I //� I ( 1 - - - �i --j I Inv<In)=697.82 Inv(Out)=697,72 i 0 0•*0x _ 1 o�Q@ I S� 67-44'31' W -- 396.33' -- - # 37.44i EX 200 Pair Teleph*o Cable kF 175.68' _ _ _ Tel a b��ed 2' Fo pin = - _ - %we - - Gas--74 Cut b►?,�rdgr \ -- - Tde -- s ode-- �. -- �aPped -- - --Tde -- Tole - ® _J�1 e� WIRE e sedPeiQwners_Commenfe-_ ___, . -Tole- - -- ----- -T - - -Tel \ e1 EX, OAS LTNE O EX 50 Pwr Burfs�eiele-�� - _ e s per ency a Comments rl 11I-0 (Shadow _tz ��• a per enc a o m L=8' DI-411 CShattow ^*eolith) EX. CONC. HEADWALL eels M a Top=701.75 (To be removed) L=8, \- --- -- --- -- t Inv<Out�69714 EX. MH ents Top-701.36 \0 INV.=698,79 Inv-697.24 Inv<In}-697.66 New Invert IIo date description by ekd -- - RItta, 02 48 Inv<Out�697.56 �, In 697.98 REVISIONS \ k Mob .Be EX. 10' CM TTo be remov_v�� - Nv�6 - EX, 18' CMP (To be remove-- Stellfl _ Iwa�..e., rrrnu.�o+ �� o�'-�' First Virginia Square -7 120'-42` 7- RCEP O 0.29% 11 4Z'xZT RCEP O 0.2 (Class 5) - - \ 110 -42 x2 RCEP O 0.29 - -s - ,-, - - - - - - - „�, / EX. CaNC. HEADWALL (Class 5} - - - - - -- - sto/m Moh _ . %jrj�J�/.�697.61 _ (Class 5) Site Utility Plan Inva696. DROP INLET (To be removed) R a RIMm701.36 ;.4 m J Frederick County, Virginia - - _ - INV.=6%.61 - - - -__ . 0 M � wg. no: '3121.dw '�� no: 1 1 - --------- U. S. ROUTE 11 /VA ROUTE 37 MAR TINSBURG PiKE ° °° s ,� �.�...� . drawn by. twp scae_November, 199 SHEET 5 OF 15 ------ -- - - --- _ ",6"'°"" u"°' approved by. CEM � scale: 1 "=30' 709 lowl, 703 700 EC-1 (Rip -Rap) 697 . I 694 cQp nt\ co cRo NOn . c^pU)n� O Nap � a0 .0p o0 op ao r'i . �! o � O rn � O O m 0' p' O cp cp f� rn CD 0)p>rn cp t\ co ^ I: cp r� � � I � � � 11 II III i II II c II II II g C O ' p C C p O N O c O c — c C c X. ............ ..........—I. ....... . . . . . . . . . . . . >. LLI co Co c Existing Grade — c�i O O o _j O Proposed Grade O Match Crowns I -- - 00 -- -- - --. o° . . . . . . . . . . . . . . . . . . . . . . . . . . . �. ® Q . . . . . . . . . . . . . . . �. . . . . . . . . tX (i" San Lvt to Bank .. �8" San. Sew Main Q N w - v CL 12' Water Main V v �+�110 24 RCP 00.40% 77 - 24" RCP ®0.409 00 85'- 24" RCP ® 0.40%� 97'- 24" RCP ® 2.03% N � 78 - 18 RCP ® 1.051 111 o I a • . . . . . . . . . . OI + + N M d �+ 0+00 1Go 2+00 3+00 4+00 5+00 Storm Main " A" Scale: 1 "=30'H, 1 "=3'V 709 706 703 700 697 1 694 O r, N Lq n ca O� — - c0 tto ^ ^ -- -- T� . Oa t- . . . . . . . . rn orn rn. . . . . . . . . . . . Io . . . . . . . 0 00 to cp cp cp to 11 If 0 0> o p> �� 706 o p � � � 706 > _ c . Proposed Grade. r Existing Grads ... I Trepoh DFaIh . m . . . . . . . . . . . . g . . J. . . . . . . _ �_- i art 703 ° 703703 ---------------- ---- . p o See Sheet 12 of 1 for - -- -- --_ . .� . Trench Drain D. -----------�_ -- --- ---_J— I o /00 FL 700 0 I w . . . . . . . . _ . . - . . . . . . . . . . . . . . . . . . . . . . . . , . . . . ` . Storm Lgteral " lA" ja . . . . . . . 697 c 697 1 m o+ ; Scale: 1"=30'H, 1'=3'V 1+ 697 r Cr I 120 -42 x 27 RCEP ®0.291 cn 110 -42 x 27 RCEP 00.29% N 112 -42 x 27 RCEP 00.29! w cn N erse_ Per aT 0 enc _- ommen s w O (CLASS .5j. o. .C�gSS 5) O [C�-ASS �� N i. o II no date 1116195 - N M v I o description by ckd + _� 21-- _ 6 9 4 - -L--- - - + - REVISIONS tzoo__ — — -- - - - -- - ---- - 1 +00 2 00 -- 3+00 - =0 "" �rotiw -0 i . . . . °+°° o. 1 First Virginia Square » » ° ( Storm Sewer Profiles �� Storm Main B „ , „ , 1. m Frederick County, _ Virginia c c e: 1 3 0 H, 1= 3 �� 'n 0 no 31y1. -iT11 n a: 3121 $ , ,drl awn by. hT 1 date. November, 199 SHEET 6 OF 1 j ~ approved b v CEM I scale. 1 "=30'N . . 709 1709 ,. ............... ...................................... 706 .----.------------.-- - + �.� �. �. 706 Proposed Grade -- - o Existing Grade r •i ao 703 A- 703 -- . -- . Bank San. Lateral �� • f-• -�' O. • U New 6" AMOC�San. Later '¢ 36" (min) Clear ( 24" Storm Sewer J - - - Ground Cover Required /Existing Water Lateral o O 700 E to Bank i�..................... ............. ....-. ........... 18" min)Seporotion Req'd x m I1 6.9.7 ,� m New 12" SDR-21 Water Main 697 ^ tx 40 DI -- - • w w 12" x 12 Tappin 9 . . N .� . . . . . . Pipe . II II o S Sleeve & �.al ve, II ii . 00 ^ — �0 M M 4 ----- - - - -- --- - -- -- - - - ----------- E-- -� -- - - - 694 0+00 1+00 2+00 3+00 4+00 5+00 6+00 Water Main Profile Sccie: 1 "=30'H, 1 "=3'V 0 00 vIIi rn f . / . �r o^ io i � co � � Top=706.7± Proposed GradeI 0 p I. r . 7 0 6 706 t Existing Grade ' j Inl''I � II • I O o — — — — i T------- - 1 Joint of Pip . . . � - — -- — . 36" (min) Clear 703 G ound Cover Required -7 O 3 ----- ----- - ------ __ _ 703 - Inv In (This Datum=699.86 24 Storm Sewer - _ - o In In Taco Datum=701.25 o . 297'-8" D.I. Sari. Sewer Main- ®• 0.507- Slope . 'Lateral 1.00 San 150' _ 6 S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 12; Water Mails " Q (0 700 12Water Main -700 - -- - _ i - -------4 - -- --- -- - --- ---- -. __ _.. - - - - - - -- --- --- -- -- - - -- - - - ----------- — C I J CD cri 4" Lateral o) o 3F N . . New . & U c rZ Shen Tel Building \ t 697 m ----� 0 6 9 7 \- 4` Lateral to New Car Wash d �7 tD N N 3 •'' I f � Z eves per a enc Comments w NRevised per II II `-� of 1 1116195 Revised per VDOT Comments tw CLV + I CO + + + no date description b ckd 694 L----- u, 6 9 4 -- ---- ------------- -- y - - - - - --- — -�---- --- of - - - - ----- -- - -- -- N SIONS Water Main Profile Sanitar Sewer Profile w `�"�'-�� First Virginia Square � Water &Sanitary Sewer Profile Scale: 1 "=30'H, 1 "=3'V Scale: 1 "=30'H i "-3'V ' 9 Frederick County, Virginia M wg. no- ji21.dwg lob no: 31 ----------- - 9 ,w.-c ow p,. ~ a,,. drawn by. twp date: Novwnber, 198 SHEET 7 OF 15 end 9 mo�b �, w% , ---- — ,m-Z15 approved by. CEY scale: 1 =30"H 1 =3'V HYDRAULIC COMPUTATIONS SEGMENT Q S (V D (in) V. Old. V, Notes RCP 1-2 6.6 1.88 - 18 14. 3 8.1 .49 8.0 _2_-4 3-4 9.9 2.03_- 2.9 .49 2.9 1.3 0.40 12 2.25 RCP - 4-5 11.5 a40 24 14.3 4.6 .82 5.2 RCP 5-8 11.0- 0.40 24 14.3 4.6 .61 6.6 RCP __- --6-8 24 62.0 6.4 .82 7.3 RCP - - - 7-8 36.7 0.29 42x27 35.9 5.1 .8f 0.5 RCEP 8-9 9-10{ex) 45.6 0.38 4' Bottom - 30 - - 1.6 J.1 Trapezoid Ditch -Grass Lined RCP -- 46.2 1.3 46.8 5.2 1.0 9.5 --- - __10 1 J i "A" 1NCWDES- RPST J1(Zc MA P,ANK S) ACCUMULATED DESIGN FLOWS PT �- 1 is 10 -'ro 5.5 A 2.0 2.8 0.22 CA 1.2 1.9 0.2 Qa I 6.6 9.9 1.3 11.5 3 5 13 15 6.7 5.0 4 5 3.2 2.3 4.6 3.3 2.4 11.0 6 17 4.3 6 2.7 70.8 7 20 3.9 16.0 9.4 36.7 - 8- 21 3.8 19.6 12.0 45.6 9 25 3.4 22.3 13. $ 46.2 PREDICTED STORM FLOWS A - AREA .22 C .9 CA .2 10 5.5 1.1 B f9 .9 .2 10 5.5 .9 C - .77 .9 .7 10 5.5 3.8 D .29 .9 .3 10 5.5 1.4 E .30 .9 .3 1D 5.5 1.5 F 10 .9 f f0 5.5 .5 G 17 .9 .1 10 555 .8 OFFSI TE "A" 15.2 .6 9.1 20 4.0 36.5 OFFSITE'8 2.0 .6 1.2 15 4.6 5.5 OFFS/TE C 2.7 .6 I 1.6 15 4.6 7.5 f ;oo / �P 04 4FFSIT SITE \.DIM PLAN D INDUSTRIAL I 1 1 PC SS AD BY VDOT I A _ q - - xo I _ _ D� .' . r �1 MIND, NOON ': andoom 19 +'�`-- ---- Now p 5 , • + _ -_� 10 70 . r 0 'V L M, �L_ ^OS'9S _ _ [2t vlSt'D PIES A6eNc (. GOMM3NT5 Gem - 4 _ - \ \ J - �' „ � 3-1t>•iS RE_v1`�&i2__�K_ %�¢��`i__S�N_►ME.L11T`�._-- Twp , L1iM. n- date _ description 11 ckd REVISIONS First Virginia Square s Drainage Plan U � ' J Frederick County, Virginia wg. no: wg )o no: T-1� drawn by twp jdate. November, 199 SHEET $ OF 15 bA°� `"",',~°"' 110i ap rp oved by. CEM scale: 1 =100 IRF 175.68' 7 '44 '37 396.33 EC-2 RequIred TWO—- T w- T*10' If, v(1n)-696.27 06 01� EX. CCNC. TOP of -Head 699_79_ Jam_ HE A ZE '-<EX. MH INV.=696.79 P11*m7M48 is# F. 1,35.56 Ar . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposed Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 703 703 _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ EOP 'U.S'. 'RT'E'll' SOUTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % 700 700 6; ....... ........ ....... ........... .. ................. =A*.HGL.0 Ow .Cfi i. r I. . . . . . . . . . 2.� .. . . . . . . . . . . . . EX.GRAVE 4 QL.DITCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 xj ---- 697 . . . . . . . . . . . . . 697 1: .......... .................... .......... \NEW D-ITCH. INVERT PROFILE ............. I ...................... Section B—B' **)L.L)Vt = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 694 69 69 1k 0) LLJ . . . . . . . . . . . . . . . . . . 69 691 Q01 2 1 CL Profile (Offsite Ditch.) Scale: I"=30'H, I"-3'V 2 1 �41QI95_ R6142w� Scale: I"-,30'H, I"-3'V 1 1 1)16195 t CEV -L. Op I no datedescription_ by I -ckd- PanwiONS 200 = O� 1b.A (703) W-MU 0 First Virginia Square 4.4 Route 11 Crossover Plan & Profile 0 m Frederick County. Virginia m W9. no: '.3121.dwg*,J0b no: 3121 T, 160,-C aid. 0—M. o,. drawn by. twp !date: November, 1994SHEET 9 OF15 40 d �9 —6�Mkb-% "M Z24M (70M we­xm"jappraved by, CEM Iscale: 1"--30' - 4 LB/FT 'U' CHANNEL (GALVANIZED) e m cP o m 1 1/4" C i " 1 3 POST SECTION SIDEWALK N.T. OR FIN. GRADE —T SIGN NIT AND CONCRETE LOCK WASH IR 5/18' MIA(}RINE SCREW OR BOLT PARKING' ONLY J VAN ACCESSIBLE POST MOUNTING PARTIAL ELEVATION SIGN POST W ACCESSIBILITY SYMBOL N.T.S. N.T.S. _ SIGN POST WITH N.T.S. & 'VAN ACCESSIBLE' SIGN o ACCESSIBILITY SYMBICL WOWED BELOW. INTERIOR; ' FACE OF WALK RAMP. SEE OR CLFRB DETAIL NATIONAL STANDARD ALTERNATE ACCESSIBILITY D MRIOR j SYMBOL RAMP. SEE PAINTED ON DETAIL O PAVEMENT. (BLUE_ FIEFIFCTIVE) 4- PAINTED STRIPjNG k, j 1' 8' O.C. AT 45 IN FRONT OF RAMP vP o (BLUE REPLECTIVE) $ IL PAVEMENT MAXIMUM SLOPE 2% IN ALL DIRECTIONS. I98' YIN. PER ADA 98' 96- WIN. PER ADA� " —LjH Pt:H _YIN. PER A.D.A. OR PER LOCAL CODE LOCAL CODE PARKING STALL FOR THE PYSICALLY CHALLENGED GALS PFRESSU E REGU ATC R WITH INTEii1AL RELIEF GAS METER 25.0 PSIG INLET PFESSIFE 13DO CFR CAP. — 7' WC OUTLET PFE5SiE 13M CFH CAPACITY I 2-1/2' GAS LINE THIIU WALL SEDIMENT TRAP 38'X24' X8' DEEP CONC. PAD ----\ FINISH UWE NOTE: GAS LIPS SHALL HAVE INSULATED WRAPPING UP TO 6' ABOVE URARE. SERVICE LIRE 1-1/4' 1 INSULATED UNION PLUGGED TEE WITH BUSHING b 3/8' PLUG A GAS METER & REGULATOR DETAIL i0 PARTIAL VIEW OF COVER FLE IBLE HOSE THREADED LOW AIR GREASE INLET PRESSLE RELIEF DRAW -OFF CHAMBER VALVE 3' PIPE GASKET STATIC THREADED m o WATER OUTLET LINE BAFFLES DRAW- (TYP) OFF PIPING SECTION NOTES: 1. BRASS CAP CHAINED TO COVER IS SCREWED TO DRAW-CFF PIPE *FEN HOSE IS NOT USED FIR DRRAWING OFF GREASE. 2. MIINIWUIW HEIGHT OF 13' RECUIRED FROM TOP OF INTERCEPTOR TO BOTTOM OF FIXTURE TO ASSU E PRCPER CHAMBER EVACUATION. 3. .IOSAY JD(-5 SERIES COATED CAST IRON RECESSED TYPE WITH 35 GPY RRATING AAO 70 LBS. GREASE CAPACITY. INTERIOR GREASE TRAP DETAIL E 3/4"DIA. GTS REFERENCE NO. RE85R3FD 4"x 4" Cut 9 BOLTS MANHOLE FRAME & COVER Ovt for Pipe (4 EA.)� MANUFACTURED QUALITY WATER PRODUCTS, INC. S 24 MANHOLE GRADE END'IIEW EE ADJUSTMENT RRNG • r +� (MIN. 6" HEIGHT) __ ROADWAY BOX :.• ..:••::•.;.:.... I I .'.: 0 SUPPORT BLOCKS 2" Water Service 44" MIN. REWIRED AT THESE Vault • LOCATIONS, 4 EA. 24" DOUBLE O O CHECK VALVE %•• ASSEMBLY � I Ma Ball Valve Curb Stop with `rti }��{ }�:{��?�+7 T' -� ti r r.ra • �. ti r• ti }rtr' r }4f{r{ FIP ends, with 2" Gate Vaivle Operating Nut. 2" Meter Setting - Ford Custom Setter Catalog VAULT RESTS ON 2 TIERS OF 6" OF STOPS No. VFH 77BxI5x17, FIP SOLIDBLOCK THAT ARE UNDER BLACKS Saddle with Corporation D 4 IN & OUT; with PW; with BE MORTARED IN PLACE Type K Copper Tubing & Stop Expansion Loop (Continuous from Main to Meter without lf�WATER Joints). MAIN * IN NON -TRAFFIC AREA - Use Top Section of 1 ,000 Gallon Septic Tank Manufactured by Winchester Building Supply Co., Inc. IN TRAFFIC AREA - Use Top Section of Utility Vault Model 860 CUS j i Manufactured by Smith -Midland Corp. I I A1VT NO, 3 JULY, I"I DETAI L OF 2- WATER CONNECTION WITH WKFLOW PREVENT DEVICE W-7 i 4- CIP INLET A ADE TRAFTIC COVER PLAN VIEW FOUNDRY0 PAVEDr- o� a 4" CIP INLET r5• CIP OUTLET A PROVIDE YLNT AS FEWD BY LOCAL CODE — NO.5 AT B•O/C (BOTTOM BARS) —7 4 EXTRA NO.5 BARS YIN. AROUND OPENINGS CIP OUTLET 4 2-NO.5 n (ALL AROUND) 10'-0' 3' Li 12(lo GAL. 4'X4' 4/4 W.W.F. o ;or CAPACITY NOTES: 1, PRECAST UNITS ARE APPROVED FOR USE PER ABOVE DESIGN SECTION 'A -A" AND DIMENSIONS. 2. BITUAASTIC COATING ON BOTTOM AND ALL SIDES (EXTERIOR ONLY). 3. LOCAL STANDARD CODE SHALL APPLY IF RE(IUIFEMENTS EXCEED THIS STANDARD DETAIL. GREASE INTERCEPTOR DETAIL METER BOX HARDWARE PIPING METER SIZE YOKE • METER BOX •I METER BOX COVER DIA.-N DIAL -IN FORD NON -TRAFFIC FORD C32 3/4'' I S GPM Y502 18 in TRAFFIC FORD C32H 1 " _ I S GPM FORD 24 to FORD NO. 30 MONITOR n Y504 COVER V/ RML-12 TOP LID 125 GPM FORD 24 i n FORD NO 30 MONITOR *2 Y504 COVER V / RML-12 TOP LD FORD FORD N0, 30 MONITOR •2 1 " 406PM Y504 24/n COVER V/RML-12 TOP LID I IN NONTRAFFIC AREAS - 112" THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS 12 IN TRAFFIC AREAS 3/4" x 30" x 30-STEEL PLATE WITH 22" DIA CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & REINFORCED CONCRETE BOX TREATED 2- X 4• WITH TOP 6"PANTED %UE METER COVER /SET 2" OVE ABj VARIES AS REQUIRED r FN.ORADEPRIOR is' \TO SODDING 3- STONE BEDDING -__ �\s"ETER BY F CS A. METER BOX CORPORAT KIN STOP SURROUNDING BOX y - 30" DEEP ANGLE CHECK VALVI 36"MIN_ ' � WITH DRAIN VALVE 45• B MIN HOLE YOKE VALVE rcotty J 6' Mp. 1 -WATER MAIN - CONTINUOUS 6STONE BEDDING Wrr"I3UT JOWS FROM MAIN TO METER METER SETTING PARTS NOTE. EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO NST ALL ATION 3/4- & L WATER CONNECTION DETAIL ---- — W - 6 L E ANGLE ANBLE CHECK EXPANSIONH S. YOKE YOKE VALVE VALVE WHEEL 4" Y502 I AV94-123V- WA94-323D EC-23 1" Y504 AV94-444V HHA91-344 WITH C94-44 EC-4 t z ) 4' VOOD FRANE STONE CONSTRUCTION ENTRANCE 001 W 0 STAKE AW GATHER EXCESS AT CORtERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC. ORIENTATION SPECIFIC APPLICATION I i I' MIN IIIII � � t \ 111 DETAIL A THIS METHOD OF.INL.ET PROTECTION IS APPLICABLE WHERE THE: INLET DRAINS A RELATIVELY FIAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET CR OVERLAND FLOWS (NOT EXCEEDING I C F.S ) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS, IN STREET OR HIGHWA" MEDIANS INLET PROTECTION DETAIL FAw F&am Cd Dwao M1satM CONSTRUCTION OF A SIL T FENCE �QN,STRUGTION OF A ELT FENCE: 1 Set poem and amcovaoe a 4" x 4' ►sect updope &" M kna 2. Staple Wtre lenarp Mo h poem. 3. Mom to Now labric 10 to owe Ier— a)d SA WO it into to tr*fWl 4. S&CkU ,,d oon VW f* saonrabd 6W. Ftp• i 1 PLAN Pow. -A- u,wa be ntplw tnon pO re' E F.at EV rreN PROPER PLACEMENT OF A FILTER YARRIER W A DRAINAOE WAY SILT FENCE DETAIL f stork SECTION A -A 0•GInrwe fabric SECTION B-8 ♦ UN T`pKO SoctK If- Wt pla,e W t, mw 610e rtop., GettOm .tdln, GAd 6900 a ±tea, dikA or nUt W01 qtG d 06•IeNle Fewtr to be-101104 unOl GU MONen [antral itwe n aC[a dar'A mob the rpevhca wl MIN. DEPTH Dry Alp Rap Rip Rap Clash I 2 Chia I Y — EC-1 ,RIP --RAP) DETAIL 6' mat EXISTING PAVOOIT MOUNTAILE TERN (pTII1N_) SIDE ELEVATION EXISTING GROUND 70• Mom. r WASHRAM to, Mehl CXISTLNG zv- t r r. 1 of COURSE EXTENDWST fULL WIDTH INGRESSOF r EGRESS OPERATION �rej • f� •I+�r�l •• FILTER CLOTH SECTION A —A W SECTION B—B UKAW WAt2 CONSTRUCTION ENTRANCE DETAIL I PLAN E[:SA APPROM H?'DRAIff Dtootlw of Betdq to be approved prior WFURAtka VANES AS READ ZK MAX - Cam -Ito Pad Y, 2- min. - 6' mw. HARE VIE VRAPM / AROIIO VALVE 9M 10 GAUGE NSILATED x' ^w COPPER VINE - --- -- --- --�--- 7 � n «rr. «s sew �� TYPE I -t.--- ADJUSTABLE VALVE BOOR Nydrant lot 4" :• --- no date description by �ckd •' '! - REVISIONS 14' e•• +'� •. • 6' MJ. as" Va1w et6pp•d i - Farm M� r �d 206 N .ren S16—k a►wr..er, vrgr�ar 12001 �� First Virginia Square Nr1A: AI tl►oad rod M M rtaYrLn 1,� tt•ol or tor ooab4. F Standard Details FIRE HYDRANT DETAIL M Frederick County, Virginia = dwg no: 3121.d� _ job no:f� _ G...a drawn by. twp date: November, 199 SHEET l 1 OF 15 no- �a z:40, ,oa aee•-z,,, — approved by, CEM ---- scale: None SQUARE SKV PAD d'THkt CONCRETE ASTM C It- - 4000 KI PFEF ABi ICATED PIPE V TRENCH FRAME WITH R4MA1 WITH GRATED COVER. WNF ACTIM BY (HATE ELEVS. REFER - NEWT MAN FACTIPING JORTS ARE To BE stA It, M THIS POINT COIPAW . WrT>t o ' RNO oASXE, _ - PAVEMENT — --- SMACE 2 -0 * -- - INERT CH ANEL TO PROv GE A • SP1OM TRANSRION N TO Oln,- FOR All CowdmT low C C C C\ C; C` C\ C` J �- `7 �. J '�-• Y j �•• J �• 7 v J �-• OROUT BOTTOM Of MANIOLF C C C Q C C C C C C To F01lP1 CNAHSEL —� _ "1111EDONO OF Asa ITONE 3000 P.S.I. CONC.- SLOPE TO BOTTOM OF PIPE. FOR ^ EVATION SEE AWING R-AN l ' I i i i I 1 M o!o► .•b H rw r sow M VIA_ oo .-� h•!- --- -------71:77�t I _..•; ...E � -� co-1 •cc....r sw�r ... Y110AIT ELEVATION t a r. CcCcI.r.r.r --� A --- ••r. h r.rr d .r. M.~iwaM . *pW .•.- h •.r l.n • • ,...•.• rwvl . h .r.r•w.•,N •r.r1 =.• r. � N•rrw..4.. [•w.ru •.r. •.r r1'r l .w.,. r. . ..-., >..,,,r..... r• r....•..• _ w Hr.-r+.•rf.7 ...M r ,.nrcn.• In• .r u•'rw. r«....•..rr r.r...s• •+ r •••r4 r� n u•1 Ir r,.•.r w.o.IS .•r r 1.6ww •r r orb. W ► .r w...vr w• r D071.a\over • r. 7•.-•r. D•rr•. Pa• .r•u•r• •M r[r.r• I-"iT . I. al..�l.r. ra ....•HM W rrr.r .r •n••r t d t •w,H• d •..r•.r. DI-s i--- -- OUTLET PIPE - SIDE 3 BOTTOM AVAIL AB F TO STOFW SEWER OR SOAKAGE PIT TRENCH DRAIN DETAIL • . a' f..•woo.r.rw....r."u .....cw . r r•r w.b «•� a•.b~ aor.oft r ar•..o .rr..r I•• 'rr Nlr.rlr •.r• r Y rr•rr•H• N V•.1I1.. r M /..A• w •, ....r .rw1 ..w rlN.l.y W M Ir.. r M r.a►r•.w.• "F' r•r N fr�� o+ r •.1Y1..Yy In.Nw• W r .l•/ `aa.lr• rrl w.�r�• •, r a�a.•... w. A•w •.Aald.rA r ...r. r w• r .row ti Ise tr rr . VM•. •. r-..v r rr+ c r.. r .W1 KI rI, . o•rl •«•. « rA......w DI-3B DETAJL �,.. Cir A.r a•r. • +r�r i• .ram .1 .r M I 1 �--.' SECTION A -A .IT.. WHEN vat. ADJACICKY TO CUM WITHOUT wETTO TOP Of MANHOLE AT ORADE N PAVEMENT AREAS �LN.ESS OTHERWISE DRECTED. TOP SHALL BE SET 1 I" M N ABL A OR ADE N E ASE?'"T ARE AS am�M 1•• MAX` :'� Ir'oR IcYtyp� s a•. 4'0' I.D X(TRACTOR TO OROIT MANNOLE YM N PLACE. 4 BOLTS (3/4' DIA ) DJLJSTMENT RIBS (I 1 . MAX) 1ET ECCD(TRC CONE �D CDM 6 DRECTLY • aPPNITE n d DOV* ' RRE AM aVEi/t t P KPLiR so � . MAST C APPL ED BETVQ,t JOKY ' ':. • . AND ON E%TTIt OR SIDE OF JOINT. r -I( -PIPE TO MANHOLE COP4 ECT04 TO N trVFLDCOU SLEEVE 3'-0' MN 210" MAX - - - -- - { -0- MAX n „ � 1� :,• TOP Of RO(CHr Q_ ! - WALL c • ; I ;, ;f:. AS TOP OF PIPE 7. •. - • ' .. • NOT": 1. I`Unhel. o-twn. aMR Aart an ml.rnal ••otbn of oppr.v.d Sltweastl• vat_ pr«fry pr sr I. 1Twtallatlon 2. CoerHo aa)ustm.nl rww Mrs( be %wtl tf Njrat mal olovatw" we"45 two v%WH d TTI•H OIaTI AavIt w.xtorlor waxy of SttlonaRto valor prop" X. No•-Slrtol, yrwl wft mI0~ May be Iasd for final slope 1Aju1tm•n1 d. Sklol pool to lo. plao.tl mwaW r.aMo1•s boated ti %iIWUWws •T ,.ads. i. FLt t7 ea•ttnq mall N rsN on •widow m&Vwlo (i A or less) IlWaR4t1om PRE —CAST MANHOLE DETAIL ww a. Ie o•r«w.1 Mr M.�OI I•�t .._�_j•� NOTES w aHrr W u..m f •_—r.T• 1-__ •w —_— --- T�'Sa- 1 t .6 (1 E - Elj _ Ij i'..n ^ �� Ole •r.N /•.N wove UM• W w «O' For p«w do.w ftorr.,. d-u. wtl•n •O.cNr•a on l•.1. M• pb. 111 b to Nao•a Slr,Oo.y Pp IS , tM �'� k - _ .. A' •••�^ Nf In wtwurc• WIN cwl al NNNY.p oN.-".o ,Arm ncb.nw W n t _ N J ( ltinpH I IY-d'- •'oa 2a- 1N,tlYH,p • 9.H'.M1 ,N,�,y H b b .Hy.e.a w .N px• oN Yx IM eroo 'nkl •onrHl. IY I. H•.r TNl 11.n nay In Ir•cwi i o cw1 n plec ty„•rr• p oa '. ro.• >) b �••co,r s.. sIW.I aiw L— i ��'Mwwn•wnonhS...vO.rww.cilne � - SECTION A -A on 1M •lHW «Y M n•su.0 Ire,- 1M ,n«r1 ul aH •ui .e, rill• b1 el IM s.u[Ius Plon'N'e.Mn.Ion• • vp—woo wo, la •~W-r19 Iw19-- 0/w IM ...r11l.lw. d-1 •I •wrw,1M. •'I' IM C.wH.a I'— Mw • .C. Y swn.torHwC.t,'ETE OLANnTIES FOR MW DEPTH LKA..NO .1rd.•.w A.rnmc•.n•w 1..w.w oawo. .M 4,-, ti +.Ix*n ti Iotl.. d Np•.w IG•lP• •.Ji C-wW paw w 1Cr Yd. C. w Mi.� comma, .e•.w.• .u+sN I,,1aI••O • W•.1 I,p..on 1Y•IY ►b.N wow• a cD1A1Yq e..G•1. 1. ►•.•+•• b'1u. ra •SIS C.To• C-- a sailor d W.I.r M Iti wmcN TM —1 Lr cwM ✓.'r•wN a a«..r.Ir •I•r rlr., «llwaM•I w •'Iv, a - 1•EO C. ria C•.cr... I.rI1 .arrly rV M 1ti� ti h .rE+ W ar aWA.r• r.• "o.0s 1•c.. •. a w W-1 d...1o.21l..xA WayM jj m ere• Is,? Cr Yp. Ctu.+WH —b.•rbtrsN •• "�•^ waM n•,•.•r. 'i w Mm+y . p.rw.d tb abo d•.. T-OF s, a Add O.SI C.. v" Two $to — 1— .1 •a.Wc .rr R .Inxu• a..IrT• olrW. ____--- _ — _. - -(7CcTION STEEL xcTldr CJIJT W" y_d• . gOTC$ clj-.iLJ-1�_ �.. ....•a 4T �r.Mwr —1 --T Opl.rrl w•a .a41•• fr•:7.y 8— Ma W :d1or� •ObII 11b1,rorO I !TEFL C+o' haIf. tl-.4; • L TD-1 SECTION n B CAST SECTION '.-C APPROXIMATE WEIGHT Coa Yo. u..r• ).7 , Itl iW DETAILS OF 1-1-.LAR AND GRITE DI— i DETAIL Ant dr•�rur• nor.W. �. � ttwAo�� r.wrwy iM .pywei oI 1M nt.n• rMy wM •u•.InN.e b IM twl ur qr0. .neon n•. •o• Slope and width ---2a' as Inficatod Sloe! 1/4''1'—+ 4 2' R t Slope 1* 1 Class A3, 3,000 PSI Air Entrairwd Concrete . �.: iy; iy' �H Ir , 7. 4' No. B Aggrapata a i. Grading ANatura IMI :.•::�;%�� •r• ��;i%''�i,: ��;:.;: ��: �— Compacted Sub9rade o CG-6 DETAIL CLASS 'B' :artfully Compacted S*11oc+ lackfill 4" 4" G" atunE AGGREGATE TYPICAL BEDDING DETAIL date -A _ description REVISIONS .000 PSI Concleto ckdI o A�703)~-b'' First Virginia Square ..• W Standard Details ti m Frederick County, Virginia Ar H % I&,-c dw (k..,.Id+ Dn» n..rsW. w9• no: 2� dwq ' no: J121— drown by. twp date.' November, 1994 — -- -- — - - --- - SHEET 1 2 OF 1 5', t1o�i r5 y vv ww u-m ;,w) NO -:,ID :opproved by. CEM scale: N#:•ne i Nma few 2-1n'X 2- IN nt wx1n• Mwla e" SAL TUE MWDO a7E FiME 12' m 3' DU. 9ALV. --- M. OIIE POET COO. FDAM APO 0 III 1-ir La. AL. A OFLD GATE FL PAIR ------ ILL ARRM OF,rr PLrfo. 111M TO w FDg91 - 1M NDL' IMD \ comAm 2-112' HOME Wv OF le SR.rden. L• vu PA TIDE DW Am 3r4'A GTE FAIOE O/ 30' UM AT EACH BAIE DIKw*r" vrt 0.AM . iLA FRVaE OFi. OE BRIO( Cn10E AS 4' CIX. GW M AS COK FMAWS 11-m wi INFPOAML Ip12Z. FBI CELLS R:DW.-AL1eM7[ t35 O/ Ole. O BLM MO Lwo CW - - - -4 IBM. NOTES AT zv' BAI'.X FACM m wlDl DAWIMc .. 1 .4 DOQ OM 4 CD7C. `am "�! . Ae T 2 -• SIX*MOO 'A -A* FUR DETAILS. O.C. e• cK IIA tro'm' 02.94Q.e I.O.F. 1TP, IWL Fa. 101Y1e' e• cw rrrs a1. 1E1f. _, ---�--y e' zw APRlt Wr•4 OYI ie H• • • 4 OX FDA %A! FDasho MOMS . { AU SIEIl FIMISES ME _ jz�i-•- tc K PADR® 10 wTOI AETAL IMAMM mum R' T I • ^_.^��� 46 NJ OD3 FOR SAM It TO �..�_ — - _ If '!N1-mlw TO rtm FIrOE 7 -- 3� OS'� ere' OALv RLTs A.[ir(uAAF 4r RQ srmfm 0 —4`A 2'X 1/4' M� ! rn. 13• LD. ! ! TM /0 WALL 3/4• LAS eliT 4• UL. eao Au m m 'p G1E F4T. 2 1rr '0 4 sm 4FRY47M AAL AMAC)SAW ALATF 4 DGME v OIL f' DIA. M1 F" +_ RM 3J4'1 ID' LS CIA66 ITva1 C AT EAM IWI 1" AU - SEE OETAIL 1LT OF >w- 1 1 New - U e IMTI.4AS_?Ia4 --r=iEFtF'--- -- BRICK TRASH ENCLOSURE DETAIL MAIN ENTRANCE ELEVATION 20: 0 12,.40 SEE 001". _C 2V=NK o GTE ILI M . 4 R T,P. am POn e• M. ►APE FILLM Ol WC. 5'11Asm' A�IE 1I6 i SPECIFICATIONS A. LAMP 400V METAL HALIDE. - LAMP SHALL BE INCLUDED. B. LL1MINAIRE ONE PIECE NON -CORROSIVE METAL 'WITH BAKED -ON POWDER COATING. COLOR: BRONZE ANODIZED. - LU/INAIR;E SHALL HAVE BWQ_IGTT SHIELDS PROVIDED TO CONTHOL LIGHT SPILLAGE BEYOND PROPERTY LINES. C. POLES 18'-0' HIGH WITH 18' DIA. ROUND OR SQUARE BASE FOR 20'-0' STANDARD MMOUNTING HEIGHT. POLE.FIXTU E AND BASE AS AN ASSEMBLY SHALL MEET WIND LOADING REQUIREMENTS OF ALL LOCAL CODES AND ORDINANCES. - ALL MIOU.NTING HARDWIRE AM BASE PLATE COVER TO BE SUPPLIED BY MANUFACTURER. D. ILLUMINATION LEVELS PARKING AREA: 2 FOOTCAPDLE MIN. MAINTAINED AT A HEIGHT OF 36' ABOVE SURFACE. SIDEIWALKS: 3 FOOTCANDLES MIN. ENTRANCES: 5 FOOTCANDLES MIN. AVERAGE LIGHT LEVEL 12 FOOTCANDLES FEAR CUT-OFF PATTERN REQUIRED. LIGHTING FIXTURE M #UACTIRER/SUPPPLIER TO PROVIDE COMPUTER DESIGNED LAYOUTS. E. ELECTRICAL REQUIREMENTS M.LTI-TAP (120v-208v) LOW TEMPERATURE START BALLAST. POE GUM 1 1. PROVIDE A 5/8' x 8'-0' LONG COPPER CLAD DRIVEN 93MM ROD WITH WIRE CLAMP ON BUILDING SIDE OF EACH POLE BASE. 2. CAST A SINGE •B COPPER GUM CONDUCTOR IN CONCFE_TE BASE. PROVIDE 5' OF SUCK AT EACH END. 3. TIE LURINAIR;E GROUND AND POLE GOM CONDUCTORS TO POLE GROUND LUG AND POLE CONDUCTOR TO DRIVEN G CUD ROD. 4 . •.1 0 ALL FLOW AWM TO BE SOLID Yai.OV fIEFLECTIVE TRAFFIC PAINT AS PEA DIMENSIONS ABOVE. RE ME ARFi(TW5 FOR OPPOSITE DIRECTION OF FLOW. PAINTED TRAFFIC ARROWS DETAIL POLE CONFIGURATION SINGE DOUBLE 90' PARALLEL) TRIPLE 90' QUAD DONE 90• 180 14 15 SITE 16 REFERENCE 17 RH R 18 19 HAND HOLE W/ BLANK COVE? (W.P. ) 4 EA. ANCHOR BOLTS W/ LEVELING NITS (SIZE AS REG-D. FOR WINO LOAD CONDITION) •8 BARE COPPER GTOM FINISH UWE 3/4' DIA. ELECT. CONDUIT FROM BLDG APPROVED SITE LIGHTING MANUFACTURERS MANUFACTURER LUAINAIRE MODEL " POLE LIGHTING SYSTEM INC. CLASSIC CLM-FT-4OOH_ F-208/240V-BRZ-NO P.O. BOX 42728 450-S11G- CINCINNTI.OH. 42542 18-BRZ HERITAGE HEFT400WH- (513) 793-32DO (800) 782-3202 F-208/24OV-BRZ-NO POTTER-WEIL COMPANY 2434 W. FLETQfA STREET ET-PHILLIPS P1840-S/D/T/Q' SP-1844 CHICAGO. IL. 80618 DEL RID DEL 400HM 15 (312) 528-BODO (800) 222-9345 RU.O LIGHTING INC. 9201 WASHINGTON AVE. PS4S2OC- RACINE. WI. 53406 CUT-OFF CF3440-40OMH (') BZ (414) 886-19M (B00) 558-7863 SECURITY LIGHTING 3477 W. TO HY AVE. LINCONWOOD. IL. 60645 WEDGE 1L-400MH-D8-MT SSP-I8-08(') (312) 674-7100 (BDO) 544-4848 TRILAPH TH-WHITEWAY 2084E 208/240V-DBA 1736 DREaAN AVETAF 18-SGS-4T1 LR--- CINCIN4ATI. 01. 45223 (513) 541-3486 LE BAROJ 208/24OV-DBA STUB -UP 12 ABOVE TOP OF FIG. 4 17 RODS VERT. W/ '3 TIES AT ROD G GROUd) 12' D.C. 8' X 5/8'♦ SITE LIGHTING DETAIL b 16' - o" uTE Co n ADP NE\J GA61 NET 1©'--n 50 - L, p 116� o,, LLAbIh! ----jI �.a xn.a urn. K\ 10" x10" x 1" 5TL. PLATE f` \VELDEb A°3ave V-0N i VIE\V Sloe VIE\v --- - ---- s/z"\vELD-- — -NOT To 5GAL.E ) ti SAIr-E LENG', ,J A5 O. D. OF �1 8 Oin PIPE, "4' i F 1_A-TE _ _-- '�— 24" O, D, PI PE 'i`(PIGAL 'IF�CISTIN�," ExIG-TIr1G , E�15T1�1 (1/2's \VA I 7IA3 o a�- . 46 O 1/V sn. DRILL PLATE Gu5WT5 HOLES t 4"-TALL X.8" Fo°z.2/4 WELDED ANGNOP__ (4 V-eQ'D). 0,9 LTS (4) , PLATE � (aL�ET-1;X15-tII.;C� N,T.S. G 9WV,f T� _- e Du L-e E X I S`r I ry C-t Fo L.I fJ D o.`('° O �1 • 11, Flo OAKS (� -5(o, 4E�AR_5,_ , 12 O, G, 8, �P>AR.S, 12"a.C, 85 "/2, LONG X 4'-6%' x 4 O'I 15 O Z y4' PIA, ANCHOR' BOLTS X 3Y4"�SgUaRE (4 REQ'D). 3 NUT5�1�oLT• pt,ATE ��II NoN-SHsZrNI� GrzAuT, - t t, �E it-oil L //O�-0" GoNvuIT�•?�_— (2GI�,,,s'Ts 1toV -- e-- { f I'-D°; ExISTING I _ 1S'-o'' PnuNDA710tJ 4 °j SNorZT plJ►�ErJSlo�l 14 d A, 4 :'d• l 4 O� FoLIDA�°o►.I; 8'—OBI, Aw viC --;, NIGH 215E SIGN NOTE: BURGER KING/AMMOCO HIGH RISE SIGN TO REACH MAXIMUM HEIGHT OF 1 10`0" PER BZA APPROVAL OF _1Z-26- 1994 (CASE No : o ! ; 0!4n, 71 0 f ;?44-) - i to' 0•D. PIPE ; `1„�,r•t,:er: 'TNRU —'1 s l.Ai�INET. PAI L 4u4KZ 1 6n. G wawer�(" 7• - � 5l A3�VE Q iD" K iG DGi.Ow SQ. Tubs T_ltiE. ' 10 FR.oNT VtE\� �riC� 4�IE�\+/ ( ),tn'?- TO SEAL) ?QI Ali )C) 10It °1l KEA,ovE-Et'D PlEt:�c.i god--T To 51(ar� t-� 3i N t30L-r -TH R -U �1N��D; GD.'31NC'j�S�—:"r}RL.� I►.1SID2 \VALL_ Or= (v•'X g'1 urw14H7 Fv'=,rr' . ( 4. V$rt D, 71`25� EA. SIDE1 870TAL— c rz- z_r-AC.4-i GAila i wET) , [AvrA-_ I2 14" A 2o" x 1" S -I P-A-r - (-r(Fl) \YF_X)erJ To (o"-AS'17LIDES 4SfrGV ��L�(E3aL'jED) -'o 1�8°� ,&NO-10 ` 9-OL:T'S (4) -EACH 51bE s O" ( P d S ) '4, ",4- Q Q d a d LoNC-i a. Q' a ° P>oL'f5 a 4 E 64A NO LE) , AL76A to _ description ckd REVISIONS o M�� First Virginia Square 1jLj1)(a(2 U 1 „ 6 Sign Details m s Frederick County, Virginia ' m dwq. no 21.dw' __-- .>�Urs+1 ;16ut1 �,: F I r �a SHEET „�� (drawn b. t date: November, 199 1 4 OF 1 5 �� rrw�w� . �� approved b y. CEAJ scale: None t 12 1/� SPEAKER BOX ASSEMBLY 1/4-20 BOLT (2) REO'D. 1/4' PLATE W/ TFFEADED HOLES MOUNTING POST W/ PLATES WELDED TGP i 807O1 CONDUIT SHOWN INSIDE MONTING POST TOP VIEW - II POST COVER ASSEMBLY BASE PLATE - - - ►MOUNTING POST W04ZE ANODIZED ANODIZE ALLWINMM EXTRUSION -- II 4/UJSED3AS LEVELING NUTS N FIN.GR. O DRIVEWAY 8' CONC. CURB SVCE ALOIO 10 HF?l,BOAFn 41/2'-13 ANCHOR BOLTS, 18' LONG W/ 8' BENDS, (4) REQUIRED NOTE BASE WILL VARY W/ SITE CONDITIONS 3 DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR. SIDE ELEVATION SCALE-1'-1'-0' POST NOTE - USE (8) NUTS TO ATTACH ANCHOR BOLTS TO TE111LATE AND SECURE IN CONCRETE. a m 3'o PIPE ACRYLIC-P.V.C. FACE 11'-0' 4'0 PIPE CAM ON a CLEARANCE E B o —801 RED BACKGROUND WHITE LETTERS AND BORDER 3'm PIPE PAINTED DGF;EPDX 71-313 DARK BRONZE. FINISH GRADE D/T LANE 8' z I I I I NOTE: I I I I BASE AS FEOUIRED BY SITE I I CONDITIONS. DESIGN \ I I I I RESPOSIBILITY OF \ %BCOITRACTOR. CLEARANCE SIGN (NON -ILLUMINATED) NOT TO SCALE OAHE Tmm� 19HYPH 40NJ you ONLY E1 © 0 �W�� uVO OUV� BM ICff Rm NOTES: SIGN FACES 1. klyMESSAGE/SYMBOL BOTH SIDES 2. ALL AUXILLIARY SIGN FACES TO BE CONSTRUCTED OF U1VEC 5000 (EASTMAN CEMICrAL). 3'-0. 10' EMBOSSED FACES TYP. 2 SEPARATE DR. FACES EA. SIDE ° 063 ALUM. CABINET — SEE ABOVE FOR DIFF. FACES DUFEPDX 71-313 DARK RIGHT FACE CRNNZ BACKGROUND W/WHITE BRONZE COPY LEFT FACE 4 FED BACKORQND W/ GENERAL WHITE COPY CONTRACTOR TO PROVIDE 04 ALUM. PYLON COVER ELECTRIC-- FINISHED IN 71-313 STUB -UP DARK B90NZE FIN.GR. SEE NT.4 SHT.C-1 _ 1/2'0 I ;; II ;� I NOTE: ELECT. BASE AS CODUIT REOIIRFD BY SITE T THE DESIGN GNISS N ; THE RESPONSIBI- LITY OF THE SUB - - - - - - - CONTRACTOR. METAL SIGN CABINET (ILLUMINATED) NOT TO SCALE COW. BASE REO'D. WHEN SIGN IS NOT PROTECTED BY CXIRBED ISLAND. u n N I I I I A I 24' DIA. 4' SCH.40 PIPE PAINTED DCiREPDX 71-313 DK. BRZ. INSERT 3-1/2' SCH . 40 PIPE. (4) 1' PLUG WELD (90 SPACING). 3/8' MOUNTING PLATE - COVER PLATE 3'X3' SUPPORT TUBES 1/2' MOVING PLATE FIN.GADE TO SPEAKER POST 24' ANCHOR BOLTS FRONT ELEVATION SCALEt3/8'-1'-O' FIN.GRADE (SEE NOTE 4 ON SHEET C-1) — LEVELING NUTS FEO'D. SIDE ELEVATION SCALE - 3 /8' -1 ' -0 ' 3 PANEL BILLBOARD ORDER STATION SIGN FACES NOTES: p p 3' LAG ALLEN D 2 D� 1\IJE-�T1;-IRU 1 N1 CONSTRUCTION. TO BE 2X CEDAR HEAD SCREWS v u UUDu COSTFYICTICN, CLEAR GRADE. 2. All. SIGTUGE TO BE STAINED SIGN B(IAFD FOR EXTERIOR USE WITH OLYIPIC SEMI -TRANSPARENT '709 CEDAR. r� n n n n ^ p n 3. SIGNS TO BE IN G ASSEMBLED 2X4 VD FRAME D-4 lul W Iunwl t J U BEFORE SHIPPING TO JOB SITE. 04 VD POST CONN. DETAIL N.T.S. ENTER ONLY EMT ONLY 30' 36' CR 42' SIGN FACE SIZE 3' LAG ALL.EN HEAD eo SCREWS (RECESSED TO BE FLUSH). REFER TO SIGN NO Ex � u O N M A Y FAGS DETAIL FOR a '� I I AS OPTI D-8 MESSAGE/SYMBOL OUFDOOR LIGHT yyyy fl FIXTURE BY �E I APPROVED MANIF. (SEE SHT. C-B). LOC. TO BE M �( �( M �j �( VERIFIED IN FIELD 11 U 011 U U U UU UU V ,Q DD O0 j�jJOO U (�'NU j�n 2X4 FRAME BY G.C. (ONLY � n ��f [ENTER 04 POST MESSAGE/SYMBOL BOTHSIDES SUPPLIERS: Y 3'-6 MIN. COLOR SCHEDULE LETTER- RONAN •102 FIRE RID DIRECTIONAL- R(NIAN 1134 CHFQf YELLOW BUR(ERR KING LDGO- BlN - ROAN •134 C RaE YELLOW LETTER - R(NAN •102 FIFE RED 30'.38' OR 42' SIGN BOARD FOR SIGN FACES FRONT 1. SANSCO INTERIOR DECOR 215 WASHINGTON ST. WEST WARWICK, RI 028W (401)828-5800 2. THE SENTINEL WOY, INC. U.S.HWY. 158 WEST ADVANCE, NO 2700E (919)998-8088 OR (800)334-9350 3. WOODSNITHS SIGN SYSTEMS 2525 WEST EVANS DENVER, CO 80219 (303)934-7786 OR (800)821-0958 SIGN BOARD - SIGN BOARD BACK u FIN.GR. SEE NT.4 SHT.C-1 I I I I I I I I I I I I I I I I I Ism I I I I POSTS IN TIN I I 4 WHERE IN CONTACT W/ COW. FOOTINGS I I I I L — J L — J FRONT ELEVATION N.T.S. WOOD SIGN CABINET (NNw-Iu_LUINATED) NOT TO SCALE FIN. GRADE SCOPE OF WORK 1 . GENERAL CONPRACTOR LOCATES ! OF SIGN AND STUBS LP CNDUIT AS SHOWN. 2. SIGN INSTALLER EXCAVATES (BY HAND) FONDATIGN AROUND CONDUIT. SETS B' SaANRE TUBE OVER CONDUIT, PM CONCRETE FOUNDATION TO BOTTOM OF CONC. BASE. 3. GENERAL CONTRACTOR POURS CONIC. USE. RI1S WIRE IN CONDUIT. 4. SIGN INSTALLER RETURNS, SETS SIGN, CONNECTS TIRES TO SIGN WIRES. WELDS SIGN BASE. INSTALLS SHEET METAL INSET. 5. GENERAL CONTRACTOR (TROUTS/CAULKS AROUND INSET WHERE IT CONTACTS GXN.U3 BASE TO'. I'A UAz 3'-11 7/8' EXIRCDED ALUM. CABINET W/ RADIUS CORNERS. HINC£D TOP RETAINERS WHITE BACKGROUND - FORMED POLYCAFRBOgTE FACES (RANGE BUN, PYS 137 EMBOSSED m � a �RED LETTERS. AS 3485 BOOM J FACES TO BE DISTORTION SCREENED ALL RETAINERS 3 FILLER TO BE DARK BRONZE CENTARI 1000A III ORANGE BUN, PMS 137 EMBOSSED 2' DIA. REG. MARK - SPRAYLAT I III RED A8 3485 . ' . SHEET METAL INSET i III CONCRETE BASE BY GENERAL. CONTRACTOR :a �I I 1 I l',. -• - 8' SO. .375 THICK STEEL SOIMRE I TUBE 3 CONC. FOUNDATION :1 III• CONDUIT W/ 20 AMP CIRCUT - - i WIRING INSIDE OF SIGN MTG. TIRE BY (EN. CONTRACTOR. FRONT ELEVATION SCALEt 3/8'-1'-0' 10' FIN. GRADE (TYP) K -O S a CALEt ALTERNATE MONUMENT SIGN 3' PIGTAIL 4' SGUARE STEEL TUBE OUT BOTTaM O SIGN - FIELD WELD 8' SQUAFE I STEEL TUBE CONDUIT G.C. TO PROV. ELECT. STUB -UP (IF FEO'D.) - - — - I NOTE BASE AS - --- ------ -- ------ I REQUIRED BY I SITE CODITIOS• THE DESIGN IS no - date ------- ---- description --- — - — — .. — by ekd - THE RESPOSIBILITY REVISIONS OF THE SUBCONTRACTOR ' � -'b'' First Virginia Square L —1 w. SIDE ELEVATION Sign Details N.T.S. cd U � 0 vi--- Frederick County, Virginia - — --- ---. wg. nono:T3121.Qw j6)T 3121 wg v►ytir u�m I Ora wn b y. fwp�ate: Novwnber, 104 SHEET 1 5 0 F 15 40� C70y M-z .�,._�„a a roved by, CNaI I scale: None