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HomeMy WebLinkAbout010-97 The Marathon Bank Sunnyside - Gainesboro - Backfile (2)yr. CONSTRUCTION NOTES QLNQ& 1 The contractor shall furnish all materiels, labor and equipment and perform all work including restoration for the completed 1-lstollotion 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 i'i accordance with applicable Standards and Construction Specificctions of The Virginic Department o� 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 `.hat are not shown. The contractor shall exercise core in this work so es to avoid damage to ary uti ities, Any damage shall be the contractor's responsibility. The contractor shall not fy all utili-y companies 72 hours prior to construction. Call "Miss Utility" 1 -800-257-7 777, 3 The contractor shall be responsible fo, ail 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 all cut sheets. 4 Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the at-,.ention of the Engineer and/or the Owner. 5 Contractor to obtain, at his expense, all permits required of this work and shall feithful:y 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 fcr approval prior to 'construction. All cutsheets should show existing ground elevations -it centerline of utility, structure or road, and offset huD elevation. EROSION CONTROL 1. A sand Disturbance Pe-mit will by required prior to initiating any site work. This permit can be obtained from the Frederick County Public Woks Department 2 7emPor xY and permanent e io co t of structures and methods to be in o cor d nce with the Virginia Erosior Control Guidelines and local ordincnces and to be utilized during the construction period. 3 All erosion control structures shown cr as required curing construction shall be continuously maintained trroughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed a, the earliest possible date after establishing grade. N ) area is to remain denuded for more than 7 calendar days wren construction is not in progress 4 Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loy:ng in the affected area. All unpaved areas of tie si-e which are disturbed by this construction shall be provided with 4" topsoi , fertilized, seeded, compacted and matched. Seed bad to be watered and cared for as necessary to provide a good lawn quolit;, grass cover. Areas not graced shall be disced, leveled and seeded to ociieve lawn condition:. FIRE, RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibiter. 2 Access for emergency vehicles must tie maintained ct all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access tc fire h,idrants. Fire Hydrorts are not to De obstructed at any time. FREQ;:RICk COUNTY SANITAT10tt AU-HORITY 1 Water and sewer lines are to be cons ructed in accordance wits these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. ''he cc+ntroctor 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 cirected by the Frederick ,ouniy Sanitation Authority Irspector in the field Contractor to provide assistance as the inspector may reeulre in this effort. 3 Temporary termin+)tion of sewer ine shall be plugged with a watertight plug. The ends of the laterals shall be cranked wits a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The.. top sex .6) inches of the post shall be painted •green Sewer latera elevation:) to be. compatible with gravity service to proposed buildings as shown or 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 frorre and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to fincl grade of the lot. 3) the distance between the top of the cover and the yoke bar be between 18 anc 21 inches, and 4) all components of the meter box assembly to be in prooer working order. t is the contractor's responsibility to hove tie meter box installed correct y. 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 coordinates, with the Authority's assistant engineer. 6. The Frederica County Sanitation Authority shall tap all existing waterlines. They wall furnish the materials for and make the top. 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 bate of approval. VIRSINIA LFEPARTMENT OF TRANSPORTATION 1 Ali work on this project shall conform to the latest editions o' the Virginia Department of Transportation (\/DOT) Road and Bridge Specifications, and Standards, The Virginio Erosion and Sediment Control Regulations and any other state, federal or loco regalotiorrs applicable. n the event of conf ict between any of these standards, specifications or pions, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Heath A.dminis and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, oil traffic control, wnether 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 Specificat ons, Section 104.04-C. 4. Design features refatint to construction or, to regulation, control and safety of traffic may be subject to change as deemed necessary by V�OT. 5 Prior to initiation of work, Contractor shall be responsible for acquiring all necesso-y VGOT land use permits for any work on VDOT right-of-way. 6 If required by the local VDC,T Residency Office, a preconstruction conference roust 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 cny undete,mined length of tire, VDOT will also require 48 hours no'ice for any inspection. 8 The Contractor will be responsible for moirtainlrig adequate access to the project from the .adjoctjnt piblic road - way through construction and maintenance of a construction entrance in accordance with the Virgjpia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties cffected by this project shall be maintained through construction. 9 Contractor shall ensure adequate dral-ioge is achieved and maintoined or the site durirg and at the end of construction. 10, All water and sewer lines within existing or proposed VDO' right-of-way are to have minimum 36" cover arid, when possible. to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction s-ioll be immediately wrought to the at, ention of the engineer and VDOT. Work shot cease in that vicinity until adequate design can oe determined 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. Ali roadway till, base, subsu-fore material and backfill of utility/storm sewer trenches shall be compacted it 6" lifts tc 95% of theoretical maximum dens ty as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of arty dedicated street right-of-way. At the direction of VD07 Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDO-' Rocd and Bridge Specificat ons. A copy cf all tests shall be submitted to VJOT prior to firal VDOT cpproval. 14. VDOT Standard CD and UD underdroin5 shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes wltMn any dedicated street right-of-way shall meet VDOT minimt:m design standards and is the developers responsibility. 1F,. 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 VOOT Irspector prior to acceptance of work. Lnit and tctal prices may be obscured. 17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must Le installed by the developer or, at VDCT's discretion, by VCIOT cn an account receivable oasis. _)0 G.Al \1 1-� S 1'3 (J'�i'n F Pl�� E E) ]�_J E- I I-K '1'E_r`1A1, E)IST Id (/,U) U N V I R- (T Vicinity Map SCALE I." = 2000' M.ARCH f'24 , 1997 Gilbe�-t W. Clifford & Associates, Inc. Engineers — Land Planners --- Surveyors 150—C 01de Greenwich Dr. 200 North Cameron St Fredericksburg, Virginia 22401 Mnchestef, Virginic 22501 (540) 896-2115 (540) 66-7-2139 i` 1 (' 2>r SHEETINDEX 1 COVER SHEET 2 I SITE DEVELOPMENT PLAN LEGEND t BRE VIA ON DEFINITION.. CMP CORRUGATED METAL PIPE CO CLEAN OUT DRAINAGE MH DRAINAGE MANHOLE F.F.E. FINISHED FLOOR ELEVATION GA GL:Y ANCHOR iNV INVERT ME MAIL BOX MF MFTAL POST MSP METAL SIGN POST RCD REINFORCED CONCRETE PIPE SANITARY MH SANITARY MANHOLE Kv. WATER METER WF'P WOOD POWER °OLD; ►NSP WOOD SIGN POST w7 O WOOD TELEPHONE POLE WV WATER VA] VE CRAB 4PPLE 0 LOCUSIT — HEADER CURB CONC. CURB & GUTTER APPROVED BY THI 3 SITE / - )NI G )MINISTRAIOR DATE t LriN IS VALID FOR A PERIOD OF FiVE YEARS FP(-)M 1HF ABOVE APPROVAL DA T FINAL SITE PLAN 77 APPPC)VFu OWNER/DEVELOPER HARRISON & JOHNSON THE. MARATHON BANK ATTN: H.K. BENHAM,III ATTN: DONALD UNGER 21 SOUTH LOUDOUN ST. 4095 VALLEY PIKE WINCHESTER, VIGINI.A 212601 WINCHESTF R, VIGINIA 22605 540- 667- 1266 540- 869-- 6600 �4l 1997 v gelvQp F L T H C70 0£yEl tANNlry� ra � �21110� C,E• MADDOX, JR z CERTIFICATE N0. 1 _ C 091 Job Number:___ ____ ROF S D PROFESSIONAL ENGINEER Sheet umber—_1_ of K "615?-COV dwg' 20 1 l WpF � r I I N /F �00� W.H. EMMART & SONS, INC. Resurface Entire Existing Lot PIN# 42-4-8 with 1' Bit. Concrete Overlay 0. OWI DB 033PGC430 REPLACE EXISTING ZONED: B-2 SIGN FACE. c * USE: VACANT 1' j New 4'x 8' Planter Boxes CG-12 � New Vestbule with Doors Each Side H/C SIGN 15" CMP INV (809.9 rf? 1 I Front of Building a µ a a oMP l rt r CG-12 U� p pK1, qC IYB 6 R1NL.0 v �� _ Ld vc OG to 0 Ex. BLDG NEW VESTIBULE OUTBOUND INSTALL <2�2G� • ' .\1 p ,. 22.8' f:_ 4____ RT. TURN ONLY O ONE WAY SIGN I { �• ' 150w FLOOD LIGHT RI 815.�77 ' i W/ OFFSITE SHIELDING 1 �' ASS �-�Ov;. 'DOC .� E ICG—(2 A,154 E � $•. � i PROPOSED © �, * , . � i �1 SEWER LATERAL N /F wP x H.K. BENHAM,III TRUSTEE o P 1 " a 3' OOT. EVERGREEN HEDGE FREDERICK MALL wP 1\ �,- I z x PIN# 53—A-52E DB 713 PG 34 - . i2• STR ZONED: B-2 1 r USE: DRAINAGE DETENTION POND Lane \ r TOPSOIL i f t` ;,�Q... .w $ .-."'• "�r:<r �' r ." STOCK PILE ' 'p V p G ' ceLb I rt 35, 51ae .• ,ram'' ` ": � . ...- � � �� 3' 1­167. EVERGREEN HEDGE' t ti I EX. WA TER -WTER EX. TREE TO REMAIN 14 u , r '5 TREE PROTECTION REQUIRED + IM = 810.0 11 •� — Lai; — - I .-- t 1 8» r , ' / —6IM=610 45 INV (811- 52) RIM=815.99 D4 WV _- -_ H.K. BENHAM,III TRUSTEE FREDERICK MALL PIN# 53D-3-2 DB 710 PG 438 ZONED: B-2 RIM=817.01\�� USE: VACANT N/F H.K. BENHAM,III TRUSTEE FREDERICK MALL PIN# 53D-3-3 DB 713 PG 34 000 :ool� ZONED: B-2 USE: VACANT GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1' CONTOUR INTERVAL NOTES: I. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED JANUARY 27, 1997. BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. 80 LANDSCAPING INFO. 6 ®9® 22 PLANTS REQUIRED EVERGREEN HEDGE JAPANESE HOLLY OR EQUIVIANT SPECIES TO BE MAINTAINED AT 3' HEIGHT. G> 15 PLANTS REQUIRED PARKING LOT SHADE TREES ARISTCRAT PEAR OR EQUIVIANT SPECIES 4' MINIMUM HEIGHT AT PLANTING. PROJECT SUMMARY TAX ID#: 42 — A — 196A LOT AREA:35,414 sqft ZONING: B-2 CURRENT USE: COMMERCIAL SETBACKS: REQUIRED PROVIDED FRONT: 50' 70 SIDE: 0' 32' LEFT / 5' RIGHT REAR: 0' 168' OFFICE FLOOR AREA: 2200 sqft PARKING SPACES REQUIRED: 9 1/250 SF BANK 2200/250 -8.8 TOTAL SPACES PROVIDED: t,2 (1 HANDICAP) PERIMETER TREES REQUIRED: 13 PERIMETER TREES PROVIDED: 13 INTERIOR TREES REQUIRED: 2 INTERIOR TREES PROVIDED: 2 PARKING LOT LANDSCAPING REQUIRED: 5% OR 243 sqft PARKING LOT LANDSCAPING PROVIDED: 1167 sqft LANDSCAPED AREA REQUIRED: (15%) 5,312 sqft LANDSCAPED AREA PROVIDED: 17,917 sqft DISTURBED AREA: 4,000 sqft FAR ALLOWED: 1.0 FAR PROVIDED: 0.062 OUTDOOR STORAGE AREAS: NONE OUTDOOR TRASH RECEPTACALS: NONE Leave Existing Curb "In Place" INV (804.35) j1 r I EX. CROSSOVER r, I ' t- J1 1 S EE�� ' f I i r •• L I'_ RIM=80.5.22 it 1' RIM=805.29/1 _ -- ---- _ Ln 72' TO EX. FIRE HYD. x 1 00 t n f F � I MARATHON BANK 8 L EX. SIGN FOST SIGN DETAIL Not to Scale CONC: ;inFWAI K �I I� SECTION "B-B" Not to Scale j 'LANTER '&G ITTER SLOPE PAVEMENT AREA 1) 1SM2A " VDOT 21 B I NEW PAVEMENT SECTION Not to Scale N /F GRACE BRETHEREN CHURCH PIN# 42—A-198G 9.68 AC. ZONED: B-2 USE: VACANT WELL COMPACTED SUBGRADE PROPOSED REVERSE GUTTER SLOPE OF CG-6 E do S NOTE: DURING CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTROLUNG ANY EROSION do SEDIMENT RUN—OFF AS WELL AS TRACKING OF MUD ONTO THE STREETS. TO STR #1 DA=0.7AC. c = 0.85 Tc = 5 MIN. i = 6.8 IN/HR Q10= 4.05 cfs FROM STIR #1 EX. PIPE ( 15" CMP) O 10.4% FULL CAPACITY = 11.5 cfs ACROSS FOODUON ENTRANCE EX. PIPE ( 18" CMP) O 2.4% FULL CAPACITY = 9.2 cfs W Z Z LL cc uj> w Q J of � Q � 3 STACKING LANES ~ Q UI 36' i-- 12' --1 _ SECTION "A -A" N,)! , nee REVISIONS scale JOB NO./DWG. NAME: 6159-SP1. d w T H MARATHON BANK ' no. �—date -- .�^-- -- description - —_— � by Tcicd. — — � �� 1 _ 4 1l /97 REVISED PER REVIEW AGENCIES VDOT, FCSA, & PLANNING DEPT. daf RAM DATE: MARCH 17, 1997 ? ��' Gilbert. W . ' 2� 4 28 97 — REVISED PER REVIEW AGENCIES PUBLIC WORKS k PLANNING DEPT._ _ def RAM — -Clifford f f o Y d , and d Associates, a t e s , I I1HFET 3 s 27 97 REVISED LOCATION OF ENTRANCE, do ADDED SEWER LATERAL daf RAM DESIGNED BY: C,E,M M L,E. MADDOX, JR. Z , SUNNYSIDE / RTE. 522 - —F EN --- --- - o CERTIFICATE NO, � '� 2 - --- --- _-- ---------------------- - SITE D E V E L i� P M E N T P L A �,j of -- - - v 7091 D DRAWN BY: D.S.F. Engineers Land Planners Surveyors REGISTERED --� -- ----- -- ------ PROFESSIONAL 150-C Dde Greenwich Dr, ��00 North Cameron St, APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSTRUCTION NOTES QENERAL 1. The contractor shall furnish oil 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 all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department o; Tronspor-ation, 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 worm so cs to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The controctor shall not'fy off utility companies 72 hours prior t:) corstruction. 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 oeginning 'he work. The Engineer will approve all cat sheets. 4 Any unt.suol subsurface conditions encountered during the course of the work shall be irnmediotely 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 fcithful.y adhere to the permit conditions imposed. 6 Ali grading for improvements to be confined to the project area. Any work performed offsit? is the Contractor'!, responsibility. 7 Cutsheets shall be submitted to the Engineer for approval prior to :onstructicn. All cutsheets should show existing ground elevations of centerline of utility, structure or road, and offset hub elevation. ERQEJON CONT120L 1. A !_and Disturbance Permit will be required prior to initiating any site work. This permit can be of:toined from the Frederick County Public Works Department 2 Temporary and permanent erosion control .structures and methods to be in accordance with the Virginia Erosior Control Guidelines ,and local ordinances and to be utilized during. the construction period. 3 All eros on control structures shown cr as required curing construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed a, the eortiest 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—loy'ng in the affected area. 5 All unpaved areas of the si-e which are disturbed by this construction shall be provided with 4" topsoi+, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graced shall be disced, leveled and seeded -o achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris rsoquires a permi-: from the Fire Marshal. Burning of construction debris on site is prohibiter. 2. Access for emergency vehicles must be maintained ct all times dur ng construction. Temporary street signs rrust be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydronts. fire i-ydrorts ore not to De obstructed at any time. FREDERiCK COLNTY SANITATION AU*I-fORILY 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 orency and arrange for inspection by the Sanitation Authority as necessary. 2 Exact locations for sewer and woter services to be cirected by the Frederick county Scnitation Authority Irspector in the field Contractor to provide assistance as the inspector may require in th s effort. 3 Temporary termination of sewer ine shall be plugged with a weatertight plug. 'The ends of the laterals shall be marked witr a treated 2x4 pos- extending from the plum eighteen (18) inches above the ground. Thy: top six (6) irches of the post shalt be painted green. Sewer latera elevations to be compatible with gravity service to proposed b..jildings as shown or the ArchitectLro► 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 wi,,h 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 bog be oetween 18 anc 21 inches, and 4) all components of the meter box assembly to be in prober working order. t is the contractor's responsibility to hove tie meter box installed correct.y. 5 The Frederic..( County Sanitation Authority shall install all water and sewer services that connect to existing lines. The locotion of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sonitation Authority shall top all existing waterlines. They w ll furnish the materials for and make the top. The contractor must moke application for and pay the cost of this work. 7. Frederick County Sonitatior Authority approval of this site plan exp.res two (2) years from date of approval, VIRGiNiA QEPARTMENT OF jRAA,SPO TATIDN 1 All work on this }•roject shall conform to the Ietest editions o4 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 loco regulations applicable. n this event of conf ict between any of these standards, specifications or plans, the most stringent shall govern. 2 All construction snail comply with the latest U.S. Department of Labor Occuputional Safety & Health Admins and VOSH Rules & Regulations. 3 When working on VDOT right—of—way, off traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDCT's work a -ea protection nonuol. furthermore, all traffic co-itrol floggers must be certified in accordance with VDOT's January, 1994 (;x latest edition of) Rood & Bridge Specifications, Section 104.04—C. 4. Design features relotinctQ �to :onstruction or to regulation, control and safety cf traffic may be subject to change oa deemed necessary by VD0T. 5 Prior to initiaation of worts, Contractor shall be responsible for acquiring cll ne,.;essary VCOT Icnd use permits for cny work on VD(-,,T 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 ottenconce of the contractor, various County agencies, utility companies and VDC.)T prior to initiation of work. 7 Contractor shall notify the local VDOT Residency Office when work is to begin or cease for cny undetermined length of tine. VDOT will also require 48 hour's no`ice for any Inspection. 8 The Contractor will be responsible for mair tolning adequate access to the project from the adjocent public road -- way through construction and rnaintenonce of a construction entrance in accordance with the Virginia Erosion & Sediment &ontrof Handbook. Sec 3.02. Furthermore, access to other properties effected by this project shall be maintained through construction. 9 Contractor shall ansurt� adequate drainage is achieved and maintained or the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDO7 right —of --way are to hove minimum 36" cover and, when �•ossible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately 'orought tc the attention of the engineer and VDOT. Work shah cease in that vicinity until adequate design can oe determined 12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement o' fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted Ir 6" lifts tc 957, 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 VDO- Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Rood and Bridge Specificat ons. A copy cf all tests shol'� be submitted to VJOT prior to firal VDDOT epprovol. 14. VDOT Standard CCU 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 n3ht--cof--way shall meet VDOT minimc.:m design standards and is the developer's responsibility. 16. If -equired by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right—of—wcy 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 i;e installed by the developer or, at VDCT's discretion, by VOOT cn an account receivable Dosis. .r T __'0 F'( E S r) oD 1 (1 K F1\.0ED1__A I/ o t I I -iA- U N" C V t'_[_� is Jx JJAV ')!5� o4t •,� Vicinity Map SCALE 1' = 2000' MARCH 41 190 7 Gilbert W. Clifford & AssDciotes, Inc. Engineers — Land Planners -- Surveyors 150--C 01de Greenwich Dr. 200 North C meron St Fredericksburg, Virginia 22401 Winchester, Virginia 22501 (540) 898-21 15 t, 5401 66-7— 2139 ___-_SHEET INDEX---- 1 COVER SHEET 2 SITE DEVELOPMENT PLAN LEGEND ABB E VIAMN t.MP DRAINAGE MH F.F.E. CA IN ME MF MSP RCD SANI TAR AM WM WF'P WSP W70 W� APPROVED BY f DEFINITION CORRUGATED METAL PIPE CLEAN OUT DRAINAGE MANHOLE FINISHED FLOOR ELEVATION GUY ANCHOR INVERT MAIL BOX METAL POST METAL SIGN POST REINFORCED CONCRETE PIPE SANITARY MANHOLE WATER METER WOOD POWER POLE WOOD SIGN PCST WOOD TELEPHONE POLE WATER VALVE CRAB APPLE LOCUST HEADER CURB CONC. CURB & Gt1TTER ZG ING ADMINISTRATOR 6t Tf - - } THIS Sill--- PLAN IS VALID FOR A PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE. 'FINAL SITE PLAN OWNER/DEVELOPER HARRISON & JOHNSON THE MARATHON BANK #OHO -q ATTN: H.K. BENHAM,III ATTN: DONALD UNGER 21 SOUTH LOUDOUN ST. 4095 VALLEY PIKE WI.NCHESTER VIGINIA 22601 WINCHESTER, VIGINIA 22603 540- 667- 1266 540- 869-- 6600 Psi H p� E C.E. MADDOX, JP z r� CERTIFICATE NO. 15 ;091 6 9 Job Number. —- REGISTERED _ _ REGISTERE i? PROFEr L`SSION/A(-7L/{�Jj J` CN>11N' `! o;V Sh(�et .-1umber1 _ of "615f+—COV,dw9" 2u no 2 wpc, N/F W.H. EMMART & SONS, INC. PIN# 42-4-8 0.403 AC. D8 303 PG 430 ZONED: B-2 USE: VACANT Resurface Entire Existing Lot. with 1' Bit Concrete Overlay I REPLACE EXISTING SIGN FACE. New 6 8' Planter Boxes CG-12 f'4 New Vestibule with Door's Each Side H/C SIGN 15" V, p =X* tNv. S6� CG Front of Building Mp 1 —12 1//6 + ow .00 LO 0 ............ �J C) OUTBOUND RT T`URN ONLY VIP tr 1W T Cc— 12 150w FLOOD LIGHT W/ OFFSTE SHIELDING--- N/F _7 H.K. SENHAM,Iil TRUSTEE 13' HGT. EVERGREEN HEDGE FREDERICK WALL PIN# 53---A-52E rr W DB 713 PG 34 4 12* . ........ t It ZONED: B-2 t 0, USE. DRAINAGE DETENTION POND �V_ V 40" TOF 'SQIL lift STOCK PILE _30 ............ ....... 4 .7 co '7 ? C N"N EX., WA TER t4 S, V N V sz- 1A. . . . . . . . . . (pe, -A ILP EX. TREE TO RFAIAIN______ TREE PROTECTION REQUIRED _,7 iNV. PIM 8 -�VR �M 5.99 N/F C4 WV H.K. BENHAM,111 TRUSTEE FREDERICK MALL PIN# 53D-3-2 DB 710 PG 438 ZONED: B-2 R —__�M= 81 -7.()I'\ , 00 USE: VACANT N/F H.K. BENHAM,111 TRUSTEE FREDERICK MALL PIN# 53D-3-3 DB 713 PG 34 ZONED: B-2 USE: VACANT GRAPH)(2 SCALE 0 20 40 ec, t' IN FEE1' ) I inch = 20 ft I' CON'rOUP INTERVAL I THE INFORVAIJON SHOWN HEREON IS BASED ON AN AC,ru'AL FIELD -SURVEI�' COMPLETED JANUARY 27, 1997. .BY MARSH & LAND SURVEYORS, PI.C. REVISIONS date REVISED PER REVIEW AGENCIES \00T. FCSA, & PLANNING DEPT. REMSED PER REVIEW AGENCIES PUBLIC WORKS & PLANNING DEPT. LANDSCAPING INFO.. @g 22 PLANTS REQUIRED EVERGREEN HEDGE' jAPANESE HOU_Y OR EQUIVIANT SPECIES TO BE MAINTAINED AT 3' HEIGHT. CZ, 3 115 PLANTS It-61\1 REQUIRED PARKING LOT SHADE TREES ARISTCRAT PEAR OR EQUIVIANT SPECIES 4' MINIMUM HEIGHT AT PLANTING, ` 6.159 - SP I d vig JOB NO./DWG. NAME: by ckd. d9f RAM DATE: MARC11 17,I 9t dsf RAM DESIGNED BY: C.E.M. DRAWN BY: D. S, F APPROVED BY: C - E. M PROJECT SQMM.LRY TAX IDIP 42 — A. — 196A LOT kREA.,35,414 scift ZONING- 8-2 CURRENT USE: COMMERCIAL SE1BACKS: REQUIRED PR FRONT. 50' 709ADED SIDE 0. 32' LEFT / 5' RIGHT REAR: 0. 166 , OFFICE FLOOR AREA, 2200 sqft PARKING SPACES REQUIRED: 9 1/250 Sr BANK 2200/250 -&8 TOTAL SPACES PROVIDED., 13 (1 HANDICAP) C' E MADDOX, -JR. 1:3 CERTIFICATE NO 7 10 91 x. REGISTERED P ROFESS10NAL ENGINEER _11rf PERIMETER TREES REQUIRED: 13 PERIMETER TREES PROVIDED: 13 INTERIOR TREES REQUIRED: 2 INTERIOR TREES PROVIDED. 2 PARKING LOT LANDSCAPING REQUIRED: 5% OR 243 sqft 13ARKING LOT LANDSCAPING PROVIDED: 1167 sqft LANDSCAPED AREA REQUiRED:(15%) 5,312 sqft LANDSCAPED AREA PROVIDED: 17,917 sqft DISTURBED AREA: 4,000 sqft FAR ALLOWED: 1.0 FAR PROVIDED: 0.062 OUTDOOR STORAGE AREAS: NONE OUTDOOR TRASH RECEPTACALS: NONE G i I b e -I-- t W. C 1 f ff 6 Ord Eiigirieers 150--C 0trAp C_jreenI qvl&l Fir, F_ recd e r, . c k, s, 1-Er V 4. ( , 2 ic, -2401 4 0 ) 8 98 CONC. SIDEWALK NEW 4'x 8' PLANTER EX. BLDG NEW----,, CONC, C&S VESTIBULE REV GUTTER, SLOPE PAVEMENT AREA r r`--i SECTION "B--B" Not to Stale INVALL ONE WAY SIGN Leawe Ex ;sting Curb min Place" EVER R EN HEDGE' EX. CROSSOVER Ti i 1> T' V -C WVM RIM--805.29 ...... (JI 72' TO EX. FIRE HYD. co n d Larid Planriers 8' MARATHON!, BANK • EX. SIGN POST SIGN ETAIL Not k, S'rale Associates, In.c.A. Surveyors Wind -;ester, Vecinicx 2CE-6)()­ WELL ("'OMPIfl 11-D �j(.JBCRADE NIX elh-A-100J, JI. N /F ORAGE WtTHEA04 a0.)P0I PIN# 47- A -AM 9.68 AC. ZONED: 0-- 2 uSE. VACAN'r 6 PROPOSED REVERSE I GUT TER SLOPE OF CG— E & S NOTE: DURING CONSTRUCT1014, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTROLLING ANY EROSION & SEDIMENT RJN—OFF AS WELL AS TRACKING OF MUD ONTO THE STREETS. TO STR #1 D A - 0. 7 AC. c - 0.85 Te - 5 MIN. I - 6.8 IN/HR Q'I D- 4.05 09 FROM STR 01 EX. PIPE ( 15" CMP) 0 10.49E FULL CAPACITY - 11.5 cfs ACROSS FOODLION ENTRANCE EY. PIPE ( 18- CMP) 0 2.4X FULL CAPACITY - 9.2 cft LEI >e < 3 SIACKING LANES 06, SECTION „A-- A„ Not to Sc6� MA R.11THON BA. NK SUAWKS-IDE J?TE. 52�2? L U-ji �y C(DIAT"i', VIRGINIA GANE'l-)BOR0 MAC�'ISTEF'AL Cd,-_7 F se -ale 1, = 2"' SHEE'r OF CONSTRUCTION NOTES 1. The contractor shall fu-nish all materials, labor and equiprnent and perform oil work inciuding restoration for the completed installation of the utility systems and all other improvements shown or lmpiied as necessary for the completed facility ready for use. Unless !)therwise noted, specifications for all work to be in accordance with opplicoole Standards and Construction Specifications of The Virginia Department of Transpor ation, Virftinio Department of Health, Frecerick County Sanitation Authority and the contract documents. 2 The engineer has attempted to locate existing subsurface utilities; however, such may exist '.hot are not shown. The contractor snail exercise core in this work so cs to avoid damage to ary uti ities. Any dornage shall be the cc:)ntractor's responsibility. The contractor shall not fy all utility companies 72 hours prior to corstruction. Call "Miss U'_iiity" 1-800-257-7777. 3 The cortractor shall be responsible to, all construction stakeout, All dimensions, elevations and locations shall be verified in the field by each contractor prior to )eginning -,he work. The E:ngin"r will approve all c,at sheets. 4 Any un usual subsurface conditions encountered durinq the course of the work shall be immediately brought to tr a attention of the Engineer and/or the Owner. 5 Controctor to obtain, ut his expense, all permits required of tens 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',-, responsibilit y, 7, Cutsheets shall be submitted to the Engineer for approval prior to onstruction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. ER05ION Q0NT_ROL 1. A Land Disturbance Permit will be required prior to initiating any site work, This permit can be obtained from the Frederick County Public Woks Department 2 Temporary and permanent erosion control struce.ures and methods to be in accordance with the Orginia Erosion Control Guidelines and local ordino.nces and to be utilized during the construction period. 3 All eroson control structures shown or as required curing construction small be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed a'. the earliest possible dote after establishing grade:. No area is to rernoin denuded for more t`ion ' calendar days when construction is not in progress 4 Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loyng in the affected area. 5 All unpaved areas of t')e si-.e which are disturbed by this construction shall be provided with 4" topsoi', fertilized, seeded, compacted and m0ched. Seed bed to be watered and cared for as necessar; to provide a good lawn quality gross corer. Areas not graced snail be disced, leveled and seeded 'a achieve lawn conditions. FIRE & RESCUE. 1. Burning of land cleorinq debris requires a perrni4 from the Fire Marshal. Burning of construction debris on :site is prof ibitec:. 2 Access for emergency vehicles must be maintained ct all timezi dur ng construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked 'vehicles do rat in•:pede access to fire h,ydron:s• Fire f-ydrarts are no: to oe otstructed at any time. EREHRiCI~. COt;NTY SANITA'POftt AU--HORITY 1 Wa.er and sewer lines are to be cons,,ructed in accordance wit n these plans end specrfrr atrohs and shal l additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinote with this agency and arrange for inspection by the Sanitation Authority as necessary. 2 Ey<act lc>cotions for sewer and water services to be cirected by the Frederick County Sanitation Authority Irspector in the field Contractor to pro -Ode assistance as the Inspector may require .in th s effort. 3 Te nporory termination of sewer ine shall be plugged with a watertight plug. The ends of the laterals shall be rr arced with, a treated 2x4 pose extending from the plug eighteen (18) inches above t.-ie ground. The top six t`6) inches of the post shall be painted green Sewer laterc elevations to be c }mpotible with gravity service 10 proposed hi i barldings as shown or. the Arc tectq,rO drawings. 4_ The FC3A is responsib a for the installation of water meters. Before a permanent meter is set they will require 1) the frame and cover be properly oligned with its meter box and yoke bar, 2) the frame and cover be set to find grade of the tot, 3) ;he distance between the top of the cover and the yoke bar be oetween 18 am 21 inches, and 4) all components of the metes box assembly to be in prooer working order. t is the contractor'-, responsibility to have t-re meter box installed correct y. A. The Frederic, County Sanitation Authority 3ho11 install all water and sewer services that connect to existing lines The location of the tap or;d the termination paint of the lateral are to be :oordinotec with the Authority's assistan, engineer, 6. The Frederic< County 'sanitation Authority shall top ail existing waterlines. Ttey wit furnish ;he materials for and make the tap. The contractor must make application for and pa, the cast of this work. Frederick County Sanitation Authority approval of this site ploy exp'i•es two (2) years from cote of approval. VIRGINIA DEP jMLR OF TRAtJSPORTATI,� 1 All work on this project shall conform to the ictest editions o' the Virginia Department of Transportation ()i,,DOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or locc regt,iations applicable. n the event of conf,ict between any of these standards, specifications or plans, the most stringent shall govern. 2 All construction snail comply with the latest U.S. Department of Labor Occupational Safety & Heath Adminis and VOSH Pules & Regulot,ons. 3 When working on VDOT right-of-way, off traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's wfork area protection monuat. Furthermore, all traffic co•itrol floggers must be certified In accordance with VDOT's �arluc-y, 1994 (ar latest edition of) Road & Bridge Specifications, Section 104.04-C. 4 Design feotw-es relating to construction or to regulation, control and safety of tre"fic may be subject to change as deemed necessary by VDOT. 5 Prior to initiation of work, Contractor shall be responsible for acquiring r„II necessory VCOT land use permits for any work on VDOT right-of-way. 6 If required by the local VDOT Residency Office, :a preconstruction conference roust be or -ranged and held by the engineer anal/or developer with the atterrcance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7 Contractor small notify the local VDOT Residency Office when work is to begin or cease for cny ur,dete mined length of time, VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for mair twining adequate access to the project from the tidjacent public road - way througt construction and maintenance of a construction entrance in accordance with the Virginia Ergs_ion ,4edimint Qntrgi Handboot, Sec. 3.02. Furthermore, access to other properties effected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained or the site durirq and at she end of construction. 10. All water and sewer lines within ixisting or proposed VDO- right -of --way are `o hove minimum 36" cover arid, when possible, to be installed under roadway &ainoge facilities, 11. Any unusual subsurface conditions encountered Juri% the course of construction shall be immediately arouc.ht tc the attention of the engineer and VDOT. Work shah cease in that vicinity until e'dequete design can oe determined 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement o, fill. 13 Ali roadway fill, base, subsurface material and backfill of utility/storm sewer trenohe5 shall be compacted ir. 6" litts to 95% of theoretical maximum dens ty 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 dir*ctior'. of VD0" Inspector density tests performed by a qualified independent ,.agency shall be conducte<i as required in the VDO- Rood arid Bridge Sperificat ons. A copy of all tests shah be submitted to VDOT prior to firal VDQT cppro�al, 14. VDOT Standard Cis and UD underdrair a shotl 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 r ght--r,f-_way shall meet V")OT rrirlinn;,m design standards and is the developer's resporsibility. 16. If -equired by the local VDOT Residency Office, copies, of fait invoices for materials within any dedicated street right -of -sty must be provided to the VOOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17 Prior to occeptan �e by VDOT of any streets, any required .street signage and 'or pavement rrorkings must to installed by the developer or, at VDCT's discretion, by VDOT on an account receivable oasis. G.A..1NES13OR(D MAGISdi `_1()tJNTY 'F-'v 1 (1 K 'FRED] �I�A.��'$, //r l_ tiV3r� •t i ill , �,.., \.` r. ,�� 1 -j '+�" , • � �, ;) - ' > � i ,, , er , till q » Y 7IN e KP \j f f1 4., ` ,.. Y r a , J � F ,y • N • a/_ f r. c ( 4 I r • i e, r �r 72 a I c r n • r y�� t 011 A• CV/ , • r i J %.' n �;` K ; y .y P i Vicinity Map SCALE 1" = 2000' MARCH 24, 1997 7' Gk,et-t Vi. Cr,-1 ifford ASSOCIcCt s, Ire • i Engineer3 — Land Planners --- Surveyor 150—C 01de Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Mrichester, Virginia 221301 (540) 898-2115 .540) 667-2139 � I I -NI -A SHEET INDEX 1 .--,- COVER SHEET i 2 SITE DEVELOPMENT PLAN �.__ 1 LEGEND AR Dfffil` "MP CORRUGATED METAL PIPE C(i GRAN OUT DP41NAGE UH DRAINAGE CIAINHOLE F.f.E FINISHED FLOOR ELEVAnn GA GI,: Y ANCHOR INN V INVERT M6 MAIL BOX MP METAL PO:.;T MsP FETAL SIGN POST RCS REINFORCED CONCRETE PIPE SANITARY MH -SANITARY MANHOLE wI/ WATER METER E . R WF'P WOOD POWER POLE WSP WOOD SIGN PCST WTV WOOD TELEPHONE POLE w4 WATER VALVE CRAB APPLE LOCUST -- HEADER CURB CONC. CURB & GLITTER APPROVED BY iNG ADMINV)TRATOR PLAN IS VALID FOR A PERIOD OF FIVE YEAPS FROM THE ABOVE APPROVAL DAME, OWNER_/DEVELOPER HARRISON & JOHNSON THE MARATHON BANK ATTN: H.K. BENHAM,III ATTN: DONALD UNGE.R 21 SOUTH LOUDOUN ST. 4095 VALLEY PIKE WINCHESTER, VIGINIA 22601 WINCHESTE.R, VIGINIA 22603 540— 667— 1266 540— 869-- 6600 114 17fi %- C.E. HADDOX, JP 1:3 CERTIFICATE NO. «� 1, LL REGISTERED PROFESSIONAL ENGINEER _;44. TH1, Job Number:___ 61159 -��_�_� 0 "6159-COV dwg wp:7 N/F W.H. EMMART & SONS, INC. Resurface Entire Existing Lot PIN# 42--4—B with 1* Bit. Concrete Overlay 0.403 AC. I DB 303 PG 430 REPLACE EXISTING ZONED: B-2 SIGN FACE. USE: VACANT New 4'x 8' Planter Boxes G-12 H/C SIGN 15 Ia New Vestibule with Doors Each Side INV (`8.C)q o Cmp 40-1- 4 911, Front of Building + lk rx. h1*1 V, (81 .98) �* V.T G OUTBOUND o' RT. TURN ONLY Q4 22.8' T �D PDCi C C a L �-_.w CG-42 150w FLOOD LIGHT W/ OFFSITE SHIELDING,— pop N/F H.K. BENHAM,III TRUSTEE 15 MKT. EVERGREEN HEDGE FREDERICK MALL PIN#. 53—A-52E r)p 713 pr. AA D­ INSTALL ONE WAY SIGN ,CONC. SIDEWALK NEW 4'x 8' PLANTER EX. BLDG -_ _ / ' NEW ONC. 1C&� � VESTIBULE REV. GUTTER SLOPE PAVEMENT AREA - ZONEDB2 12' 0 . I - INV. '804 85) :— % o NN) USE DRAINAGE DETENTION POND W-P q N TOPSOIL L STOCK PILE CAS Leave b(isting Curb *In Place rt Al v" 3' H EVERGIR EN HEDGE EX. CROSSOVER : S EX, WATER N 411 2., 10 :z8141 e EX. TREE TO REMAIN TREE PROTECTION REQUIRED SI)c. WV (3 1! 1. .52 RIM=807.2' 00 AS r�mn 815, 9 N/F H.K. BENHAM,111 TRUSTEE N WV FREDERICK MALL WTP PIN# 53D-3-2 DB 710 PG 438 ZONED: B-2 RIM= 81 1. USE: VACANT N/F I-I.K. BENHAM,Ill TRUSTEE FREDERICK MALL WOW PIN# 53D-3-3 DB 713 PG 34 ZONED:B-2 USE: VACANT GRAPHIC SCALE 20 0 G 20 40 IN FEET' I inch = 20 ft I' CONTObR INTERVAL C, NOTES:-: 1. IHE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED JANUARY 27, 1997. BY MARSH & LFL(;Fl, LAND SURVEYORS, P.L.C. 80 REVISIONS 1101 date description 1 4/15/87 REVISEDIN PER REVIEW AGENCIES VDOT, FCSA, PLANNING DEPT. 2 4/28/97 ]�REVISED PER REVIEW AGENCIES PUBLIC WORKS & PLANNING DEPT. LANDSCAPING INFO., 22 PLANTS REQUIRED EVERGREEN HEDGE: JAPANESE HOLLY OR EQUIMANT SPECIES TO BE MAINTAINED AT 3' HEIGHT. 15 PLANTS REQUIRED PARKING LOT SHADE TREES ARISTCRAT PEAR OR EQUIAANT SPECIES 4' MINIMUM HEIGHT AT PLANTING. . JOB NO./DWG. NAME: "61159-SPI,dwg" by (!kd def RAM DATE: MARCH 17, 1997 d9f RAM DESIGNED BY: C.E.M. DRAWN BY: BY: C. Ej. m PROJECT SUMMARY TAX ID#42 - A - 196A LOT AREA:35,414 scift ZONING: 8-.2 CURRENT USE: COMMERCIAL SETBACKS: REQUI[RED PR FRONT-. 50 709VIDED SIDE: 0. 32' LEFT / 5' RIGHT' REAR: V 166 . OFFICE FLOOR AREA: 22(.X) sqft PARKING SPACES REQUIRED: 9 1/250 SF BANK 2200/250 -8.8 TOTAL SPACES PROVIDED: 13 (1 HANDICAP) H CE MADDOX. ,JR, CEPTIFICATE NO 7,091 z. PEGI:�TER - D Pr'OFESSICLAL _ ENGINEER _,,d' PERIMETER TREES REQUIRED: 13 PERIMETER TREES PROVIDED: 13 INTERIOR TREES REQUIRED: 2 INTERIOR TREES PROVIDED: 2 PARKING LOT LANDSCAPING REQUIRED. 5X OR 243 sqft PARKING LOT LANDSCAPING PROVIDED-, 1167 sqft LANDSCAPED AREA REQUIRED:(15X) 5,312 9qft LANDSCAPED AREA PROVIDED: 17,917 sqft DISTURBED AREA: 4,000 sqft FAR ALLOWED: 1.0 FAR PROVIDED: 0.062 OUTDOOR STORAGE AREAS: NONE OUTDOOR TRASH RECEPTACALS: NONE STVil ,.r _ �: D RIM=805.29 ji 72' TO EX. FIRE HYD. cc 8' MARATHON BANK. EX. SIGN POST SIGN DETAIL Not to Scale G-ilbert ff'. Clifford land Associates, Inc. Engineers Land Planners Surveyors 150< Ot(AE? Gr-eer)wich Dr, 200 North Camzrot) St. Fredericksot_a-g, \/Irgi-)la 22401 Wir)chester, \/irciroo, 22601 1 (5401) 898-21115 (5,10) 66, -c,139 L -.-,j L _J SECTION IIP B-B Not to Scale SWzp " VDOT 210 WELL COMPACTED SUBGRADI NEW PAVEMENT SECTION Not to Scale N/F GRACE BRETHEREN CHURCH PIN# 42—A-198C 9.68 AC. ZONED: B-2 USE: VACANT PROPOSED 1111EVEIM W*r" SLOPE OF C4-6 E & S NOTE_ DURING CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTROLLING ANY EROSION & SEDtMIENT RUN-C+T AS WE­j_ AS TRACKING OF MUD ONTO THE STREETS, TO STR #1 DA - 0.7 AC. c - 0.85 Tc - 5 MIN. I - 6.8 IN/HR Q'I 0- 4.05 cfs FROM STR #1 EX, PIPE ( 15- CMP) 0 10.4.X FUI I CAPACITY - 11.5 cfs ACROSS FOODLION ENTRANCE EX. PIPE ( IS- CMP) 0 2.4% FULL CAPACITY - 9.2 cfs (LI L-I z z S2, < _j _j LLJ ca _j Of < 3 STACKING LANES j SECTION "A -A$' Not to Scale MARATHON BANK SUNNYSIDE RTE. 522 Im- SITE DEVELOPAENT PLAI: GAINESBO0 MA,(—_1lS-TP.'FiAL Dill;—R!t T FREDERICK COUNTY, VIRG-NIA 5, scale 1 ' = 2 SHEET 2 -OF 2 CONSTRUCTION NOTES :ull! I. The contractor shall furnish all materials, labor and equipment and Derform ail 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 veith opplicaale Standards and Construction Specifrcctions of The Virginic Department o= 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 si-own. The contractor siali exercise core in this work so cs to avoid damage to ary uti ities. Any damage shall be the contractor's responsibility. The contractor shall not fy all utili,y companies 72 hours prior to construction. Call "Miss U'.ility" 1-800-257-TY77. 3 The cortractor shall be responsible to,- all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning .he work. The Engineer will approve ail cart sheets. 4 Any unusual subsurface conditions encountered during the course oi the work shall be immediately brought to tl-.e attention of the Engineer and/or the Owner. 5. Contractor to obtain, of his expense, all permits required of this work and shall fcithful'y adhere to the permit conditions imposed. 6 Alt grading for improvements to be confined to the project area- Any work performed offsite is the Contractor'! responsibilit v. 7. Cutsheets shall be submitted to the Engineer fcr approval prior to -onstruction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset huz) elevation. EROSION CONTRH 1. A i-and Disturb once Pe,mit *Bl be required prior to initiating any site work. This permit can be obtained fro'•n the Frederick County Public Wo-ks 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 eros on control structures shown or as required curing construction shall be continuously maintained tI roughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed a- the earliest possible dote after establishing grade. N-3 area is to remain denuded for mire Lion 7' calendar days when construction is not in progress 4 Contractor to clean up and restore disturbed areas immediately upon co.mpietion of pipe-layng in the affected area. 5 All unpavedareas of tie si a which a,e disturbed by this construction shall be provided with 4" topsoi , fertilized, seeded. compacted ord m0ched. Seed bed to be watered and cc-ed for as necessary to provide a good lawn quality gross cover. Areas not graced sholl be disced, teveled and seeded o ocnieve lawn conditions.. FLU & RLSCU ;, 1. Burning of land clearing debris requires a permi-, from the Fire Marshal. Burniro of construction debris on site is prol-ibitec. 2. Ac:ess for emergency vehicles must be maintained et oil times dur ng construction. Temporary street signs must ; e posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire h,Mran,:s. Fire Fydrorts are no to )e obstructed at any time- FREHRiCE COL N TY SANi I ATIOH_ _AU_ HOR1 TY 1. Water aid sewer lines are to be constructed in accordance with these plans crud specifications and shall additionally meet all requiremen's of the Frederick County Sanitation Authority. -he 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 cirected by the Frederick County Sanitation Authority Inspector in the field. Contractor to pro�,7de assistance as the Inspector may require in th s effort. 3 Temporary termimition of sewer ine shall be plugged with a watertight plug. The ends of the laterals shall be rr arked with a treated 2x4 pos, extending frorn the plug eighteen (18) inches above the ground. The top six (6) ir^ches of the post shall be pointed green. Sewer lotera elevations to be compatible with gravity ser/ice to proposed b,jildtnys as shown or the ArchitectLrol d.awings. 4. The FCSA is responsib a for the installation of -voter meters. Before a permanent meter is set they will require. 1) the frome and cover be property aligned wi;h its meter box and yoke bar, 2) the frame and cover be set to frncl grade of the lot, 3) the distance between the top of the cover and the yoke bar be oetween 18 anc 21 inches, and 4) all components of the meter box assembly to be in prooer working order. t is the contractor's responsibility :o have tie meter box installed correct y. 5 The Fredericks County Sanitation Authority sholl install all water and sewer services that connect to existing lines. The locotiorr of the tip and thou. termination point of the lateral a-e to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish she materials for and make the top. The contractor mus, make application for and pay the cost of this work. 1. Frederick. County Sanitation Authority appravol of this site plan exp'res two (2) years from ..'ate r.)f approval. VtRGINIALEPAETMENT OF TRANSP03IATION 1 All work on this project sholl conform to the Ictest editions o' the Virginia Department of Transportation (\,DOT) Rood and Bridge Specifications, and Standards. The Virginia Erosion and Sediment Control Regulations and any other sate, federal or loco regOations applicable. n the event of conf,ict between any of these standards, specifications or plans, the most stringent shall govern 2 All construction snail 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, shell 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 onuo•-y, 1994 (x latest editior, of) Road & Bridge Specifications, Section 104.04-C. 4 Design features relotinc to construction or to regulation, :ontrol and safety cf traffic may be subject to change as deemed necessary by WT. 5 Prior to initiation of work, Contractor shall be responsible for acquiring oil necessary VCOT Icnd use permits for any work on VDOT right-of-way. 6 If required by the local VDOT Residency Office, a preconstruction conference riust be arranged and held by the engineer and/or developer with the attendance of tie contractor, various County agencies, utility companies and VDOT prior to init,otior. of work. 7 Contractor shall notify the vocal VDOT Residency Office when work is to begin or cease for cny undete-mined length of tire. VDOT will also require 4e hours novice for any inspection. 8 The Contractor will be responsible for mairtaining adequate access to the project from the adjacent public road- woy through construction and maintenance of a constru<.tion entrance in accordance with the Virginia Erosion &: Sediment Cgri l Handboolk Sec 3.02. Furthermore, access to other properties effected by this project shall be maintained through construction. 9 Contractor sholl ensure adequate_ dra'hoge is achieved and maintained or the site during and at *.he end of construction. 10. All water and sewer lines within existing or proposed VDO-r right -of --way are 'o have minimum 36" cover and, when possitle, to be installed under roadway drainage fa,.dities. 1", Any unusual subsurface conditions encountered durint the course of construction snail be immediately orought to the attention of the engineer and VDOT. Work shall cease in that vicinity until odequete design can !De determined 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement o* fill. 1.3 All roadway fill, base, subsu-face material and backf►ll of utility/storm sewer trenches shall be compacted it 6" lifts to 95% of theoretical maximum dens ty 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 VDO-- Inspector density tests performed by a qualified independent -agency shall be conducted as required in the VDO7 Rocd and Bridge Specifrcat ons. A copy of oil tests shot be submitted to V)OT prior to firal VDOT cpproval. 14. VDOT Standard CD and UD underdroins sholl be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailtsoxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibilit,r. 16. If-equired by the local VDOT Residency Office, copies of all invoices for materials withir any dedicated street right-of-wcy must be provided to the VLiOT Irspector prior to acceptance of work. Unit and total p-ices 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 VDCT's discretion, by VUOT cn on account receivoble aosis. �-�J S (T -A I \1 1 13 �,D R (D -A A Vicinity Map SCALE 1" = 2000' -T S '-F I S 'E'R I A 1-i `vl(-IllN -I'\ MARCH �4) 19(97 4 Gker-t W. Clifford Associates, In,-. f Engineers — Land Planners Surveyors 150—C Olde Greenwich Dr. 200 Nor _h Cameron St Fredericksburg, Virginia 22401 Winchester, Virginia 22601 6401 898-2115 540) 667-2139 . SHEET INDEX 1 ——— COVER SHEET 2 SITE DEVELOPMENT PLAN E LEGEND 3BREVIATIONN .EE UNTION CMP CORRUGATED METAL PIPE C� CLEAN OUT DRAINAGE MH DRAINAGE MANHOLE FEE FINISHED FLOOR ELEVATION GA GUY IANCH0 IN INVERT ME, MAIL BOX MF METAL POST MSP METAL SIGN POST RCQ REINFORCED CONCRETE PIPE SANITARY A4H SANITARY MANHOLE W. WATER METER wFP WOOD POWER POLE WSP WOOD SIGN POST w; Q WOOD TELEPHONE POLE WV WATER VALVE ?� CRAB APPLE LOCUST — HEADER CURB _..__ CONC CURB & GUTTER APPROVED BY I ONI G A )MINI`.;TRA1OR F TE THIS SI17 PLAN 15 VALID FOR A PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE. . 016 OWNERDEVELOPER iNA SITE PLAN / PROVEU nal HARRISON & JOHNSON THE MARATHON BANE ATTN: H.K. BENHAM,III ATTN: DONALD UNGER 21 SOUTH LOUDOUN ST. 4095 VALLEY PIKE WINCHES T ER. VIGIN:(A '212601 WINCHESTER, VIGINIA 22608 540— 667— 1266 540— 869-- 6600 � ,�tiQ252 62 T O R NY199T DEpT C��V�D p P� T H a" L` D E NS AN C E MADDOX, JR z c� CERTIFICATE: N0. cl o b Number--- 6 1. 5 �__ 7091 t, REGISTERED PKWESSIONAL ENGINEER Sheet. yhumber_ � _ of ___ "6159-GO`'/ dwg' ' QWPP 1 � I i I , ' N /F W.H. EMMART & SONS, INC. Resurface Entire Existing Lot ' I PIN# 42-4-B with 1" Bit. Concrete Overlay DB 3033PGC430 REPLACE EXISTING I I ZONED: B-2 SIGN FACE. USE: VACANT W7P r New 4'x 8' Planter Boxes x Viz; 1 r ji CG-12 r f ' Vestibule with w' Doors Each Side H/C SIGN �� New V ••► 15 CMP INV. (809.9 ' Front of Building p p oMID _ W p . CG-12 g � co 1 g i IACY' 1 Sp 3ti ., AMP ' STpR`I G 8 P p�RK1NG 1 z - ivy (811. 98) N�9 45 c / �t�CY� :.e12 L� , o z . X.t— ' LAJ OUTBOUND r I * t2, 22.8' -`� d RT. TURN ONLY " 'f 15OW FLOOD LIGHT RI 4-8107 — W/ OFFSITE SHIELDING � DO`CA to *;'1 w�i __ - CG-12 ( ! PROPOSED . " SEWER LATERAL - .,.t,, a OS� J_ H.K. BENHAMJII TRUSTEE �,'i ,� P 1 a� ,r 3' HOT. EVERGREEN HEDGE FREDERICK MALL "P PIN# 53-A-52E I �i „S, `a DB 713 PG 34 ` r 1 `a12' ._.l k , o- ZONED: B-2 t - ' 59 USE: DRAINAGE DETENTION POND r � OWSP, k TOPSOIL /, , ,• - ��O ' - ` ", '' P / STOCK PILE Leave Existing Curb "in Place" 3' HGT. EVERGR EN HEDGE LIS' EX. WATER N -WTER EX. TREE TO REMAIN a TREE PROTECTION REQUIRED ice . pve �X Ertt e IM-810.1 - :u ,1' - iNV. (81152) ;4 RIM-807.2 1 Tiff]('' L y✓ .. .._\ � ter. �" / _ y' `. 815.99 m WV_ `� " �' H.K. BENHAM,III TRUSTEE it is FREDERICK MALL b W-F, PIN# 53D-3-2 DB 710 PG 438 ZONED: B-2 USE: VACANT H.K. BENHAM,III TRUSTEE _.- FREDERICK MALL PIN# 53D-3-3 DB 713 PG 34 ZONED: B-2 USE: VACANT GRAPHIC SCALE G 0 10 20 40 ( IN FEET ) I inch = 20 f t. I' CONTOUR INTERVAL NOTES: 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED JANUARY 27, 1997. BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. 80 REVISIONS no. ; date T= � � description�- 1 4 15 97 REVISED PER REVIEW AGENCIES VDOT, FCSA, do PLANNING DEPT. 2 +4�§Z?7 REVISED PER REVIEW AGENCIES PUBLIC WORKS & PLANNING DEPT. 3 5/27/97 REVISED LOCA11ON OF ENTRANCE, & ADDED SEWER LATERAL LANDSCAPING INFO. 0®90 22 PLANTS REQUIRED EVERGREEN HEDGE JAPANESE HOLLY OR EQUIVIANT SPECIES TO BE MAINTAINED AT 3' HEIGHT. W 15 PLANTS REQUIRED PARKING LOT SHADE TREES ARISTCRAT PEAR OR EQUIVIANT SPECIES 4' MINIMUM HEIGHT AT PLANTING. JOB NO./DWG. NAME: '6159--SPI-dwg by ckd. - -- def RAM DATE: MARCH 17, 1997 def RAM dsf RAM DESIGNED BY: C.E.M. DRAWN BY: D.S.F. --- APPROVED BY: C.E.M. PROJECT SUMMARY TAX ID* 42 - A - 196A LOT AREA:35,414 sqft ZONING: B-2 CURRENT USE: COMMERCIAL SETBACKS: REQUIRED PROVIDED FRONT: 50' 70 SIDE: 0' 32' LEFT / 5' RIGHT REAR: 0' 166' OFFICE FLOOR AREA: 2200 sgft PARKING SPACES REQUIRED: 9 1/250 SF BANK 2200/250 -8.8 TOTAL SPACES PROVIDED: t2 (1 HANDICAP) PST H 4� ?_71 A c C,E, MADDOX, JR, z. o CERTIFICATE NO. u 7091 REGISTERED PROFESSIONAL ENGINEER _ 1_i/ PERIMETER TREES REQUIRED: 13 PERIMETER TREES PROVIDED: 13 INTERIOR TREES REQUIRED: 2 INTERIOR TREES PROVIDED: 2 PARKING LOT LANDSCAPING REQUIRED: 5% OR 243 sgft PARKING LOT LANDSCAPING PROVIDED: 1167 sgft. LANDSCAPED AREA REQUIRED: (15X) 5,312 sqft LANDSCAPED AREA PROVIDED: 17,917 sqft DISTURBED AREA: 4,000 sgft FAR ALLOWED: 1.0 FAR PROVIDED: 0.062 OUTDOOR STORAGE AREAS, NONE OUTDOOR TRASH RECEPTACALS: NONE Gilbert W. Clifford * o < rn o a 0 a aZ INSTALL ONE WAY SIGN RIM=805.22 CONC. SIDEWALK / NEW 4'x 8' PLANTER EX, BLDG NEW - CONC, C&G VESTIBULE REV. GUTTER SLOPE PAVEMENT AREA EX. CROSSOVER .T 'T I RIM=805.29 ' x i 72' TO EX. FIRE HYD. MARATHON BANK � q i E.X. SIGN POST SIGN DETAIL Not to kale and Associates, Inc. Engineers Land Planners 150-C Dde Greenwich Dr, Fredericksburg, Virginia 22401 (540) 898-2115 Surveyors 200 North Cameron St, Winchester, Virginia 22601 (540) 667-2139 r -'i-I r1LI L--j L-_j SECTION "B-B" Not to Scale SM4A VDOT 12113 WELL COMPACTED SUBGRADE NEW PAVEMENT SECTION N /F GRACE BRETHEREN CHURCH PIN# 42-A-198G 9.68 AC. ZONED: B-2 USE: VACANT PROPOSED REVERSE GUTTER SLOPE OF CG-6 E & S NOTE: DURING CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTROWNG ANY EROSION & SEDIMENT RUN-OFF AS WELL AS TRACKING OF MUD ONTO THE STREETS. TO STR #1 DA = 0.7 AC. c=0.85 Tc = 5 MIN. i = 6.8 IN/HR Q1 D= 4.05 cfs FROM STR #1 EX. PIPE ( 15" CMP) O 10.4% FULL CAPACITY = 11.5 cfs ACROSS FOODUON ENTRANCE EX. PIPE ( 18" CMP) O 2.4% FULL CAPACITY = 9.2 cfs 0 z LLJ Z -y' Q W -J > W m Q J o Q �— 3 STACKING LANES a U t SECTION "A —A" r10 +c, aiP MARATHON BANK I" = _ C1. SUNNYSIDE / RTE. 522 SHEET �__)'ITE DEVELOPMEN PLAN OF GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA