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HomeMy WebLinkAbout46-03 Hayfield Assembly of God - Building Addition - Gainesboro - Backfile (2)CASH 03517' RECEIPT e Received Fromi Address q L ` J - C`� v� For 1 _i� • p� AMT OF ACCOUNT C) j ? �% CASH 77B [y-T AMT PAID CHECK BALANCE �� MONEY ORfNRyDUE i SITE PLAN TRACKING SHEET Date: 1111�163 File opened Reference Manual updated/number assigned J /4CD-base updated , Q3 File given to Renee' to update Application Action Summary PIA -- CLOSE OUT FILE: Approval (or denial) letter mailed to applicant/copy made for file File stamped "approved", "denied" or 'Vithdrawn" Reference Manual updated D-base updated He given to Renee' for final update to Application Action Summary U C"Zommon\Tmaing shceu Site Plan Tacking wpd Ke"wd 02/07101 SITE PLAN APPLICATION CHECKLIST The checklist shown below specifies the information which is required to be submitted as part of the site plan application. The Department of Planning & Development will review the application to ensure that it is complete prior to accepting it. If any portion of the application is not complete, it will be returned to the applicant(s). (1) One (1) set of approved comment sheets are required from each relevant review agency prior to final approval of a site plan. It is recommended that applicants contact the Department of Planning & Development to determine which review agencies are relevant to their site plan application. A list of potentially relevant review agencies is shown below: TZ Frederick County Department of Planning & Development Department of GIS (Geographic Information Services) Frederick County Sanitation Authority ✓ Frederick County Building Inspections Department j/ Frederick County Department of Public Works Frederick County Fire Marshal Frederick County Health Department Frederick County Department of Parks & Recreation ✓ Virginia Department of Transportation (VDOT) City of Winchester Town of Stephens City Town of Middletown Frederick County / Winchester Airport Authority ✓ (2) One (1) copy of the Site Plan application form. ✓ (3) Payment of the site plan review fee. V (4) One (1) reproducible copy of the Site Plan (if required). SERVICE SCHEDULE Sunclay 9 am Discipleship Classes 10 am Morning Worship 6 pni Evening Worship Wednesday 7pm Family Night/Bible tuciv Tliursday 6:30 pm " A Call to Prayer" if...:. DON STOTLER -%/- - ..,...�. - Lead Pastor a •- :HAYFIELD ASSEMBLY OF GO.D:•:;.,-,-,!.'. "Together NVe Can" e•Ll8 Noetluvestern 1Pil.c ' Gore, \'.r\ 22(i�i Cliurcli Officc 540-877-1443 _ Iiayfielc�a�L��cmucast.nct - - t 1 r.Don� Tirnne o-1.0-7 ?-26So, Cell o40-SQo �(� �5 g a n�`.�.w :'`-�'.,zna• Sciclou, Sccre:anfir t'{irl�lscC ri come:<l,hel,_.a.7yy2 HAYFIELD ASSEMBLY OF GOD 5118 NORTHWESTERN PIKE GORE, VIRGINIA 22637 Dear Ms. Perkins, Hayfield Assembly Of God was granted site plan approval for their parking lot expansion project. That plan showed that the existing Pavilion was to be removed. The church's plans for that structure have changed and we would request that the County accept a change to the site plan to remove that note and allow that building to remain. We have attached a concept plan showing this change. We understand that a copy of this request in the County's file would be sufficient notice of this revision. If you will require any further action on the Church's part to document this request and your approval, please do not hesitate to contact us directly. %ind re ards, Senior Pastor D j I d 4k,) p 6c-r,- VICINITY MAP z GENERAL NOTES VDOT GENERAL NOTES LF'CL'ND LASTING NRNYIDUR CONIOIR 53 Viramla Deparluaenl SCALE T•r 2�fa __-- m pruvem°1 1 Methods and uuterials used in the construction of the un is harcan shall conform to the current V1 All work on thus projm:f shall conform to the latest editfim. of the of Transportation (VD0T) Road end Bridge SpectflcaUons and Standards, the Virginia Erosion aiiA EXSTING INDEX COIIOUR - - - l.70 INDIAN Z N I m County construction standards and specifications and/or current VDUT standards and specification. Sediment Control Regulations and any other stale. federal or local regulation• applicable In the - -- 40----' - - HOLLOW SCHOOL 2 Measures to control erosion and saltation, Including detention pond, serving m sill basins during construction, ant of conflict between any of thaw standards, specifications or plans. the most stringent shall be event PROPOSED CONTOUR EX E/p_ FASTING EDCf O PAVEIENT --- f Q E1J 0.£ .oI Nn must be provided prior to Issuance of the afte development permit The eppr w1 of these plans in no way PRE ER qe o III Q Z ry rsllaves the d-1 par or has agent of the responslbllllles conlelnad In Ne VlrgInla Eroalon and Sedlmenl Yt All construction shall comply with the latest U S. Uepartmenf of labor, Occupational Safely and health POSH Rules Regulations PROPOSED EDff O PAVEMENT EX C&G �}7y 51TE E HAYFIELD ^� o Control Handbook Administration and and EXISTNG lUNE3 AND GUTTER - sin I_L-1 N 3 A permit most be obtained from the Office of the Resident Engineer, Virginia Department of Transportation pe fg g Dar Pu V9 When working on YUOT right-of-way, all trettic control, whether permanent or temporary. shall PROP CAG •____ UA ROUTE � L1J ; (VDOT) and Frederick County prior to construction In existing Slate right -of way be In accordance with the current edition of VD01's work area protecUon manual. furthermore, all P40POSM CIM AND CUTTER _ - � y 4 Approval of this plan does not guarantee issuance of an entrance parmll by VDOT when such permit s traffic control flaggen must be certified In accordance with the latest edition of the VDOT Road and Bndge Specifications. Section 104 04-C, �7 -Cjrg Y -1 7 -- C6_6R TRANSITION FROM CC-6 TO CG-6R T 1 required under State law EXISTING TFIEPKW LIE V O kk c X - 5 The exact location of all guard rails wall be delermuied by VDOT personnel -A Joint Insp "u a rill be held V4 The developer ,hell be responsible for relocating, at his expense, any and all utilities, Including trafffc signal pule•. junction boxes, controller, etc owned by VDOT or private utility company It s PROPOSED IEIEAIOE LINE s V pa Is with the Developer. County Representatives, and Representatives of the Virginia Department of TransporL.Uon the sole responsibility of the developer to locate end identify utility feclDUes or Items, which r Y �r y y ruy EX 15. PCP IItT I43 e c W N v (VDOT) to determine if and where guard real and/of paved ditches will be needed. The developerwill be be m conflict with the proposed co truction actavriy VDOT approval of thew plena Auas not _ _ • EXISTING STORY SEVVA -��- responsible for providing Fluardrall and paved ditches as determined by this joint Inspection' Refer Io relieve the developer of able responsibility PROP 15' R1Y Virginia De Pertinent of Transportation (VDOT) Guard Real and Paved Ditch Specifications. PROPOSED STOW SEVER - 6 An approved .at of plans and all applicable permits must be available at the construction sale Also. . V5 [kngn feeturea relating to field construction, reguletiuns, and control or safety of traffic may be subject to change as deemed necessary by VDOT Any additional expense Incurred as . result of ExTSTING SANITARY SEVER - -- representative of the developer must be available at all tunes any field revision will be the responsibility of the developer. PROJECT INFORMATION y F- PROPOSED SANITARY SEMEN Z 0 7 Marrs signs. markers, barricades or flagman should be In accordance with the Manual on Uniform Traffic Warning agVB. Poor to Initiation of work, the contractor shall be responsible for acgwnrig all necessary VDOT Control Devicas (MLJTCD) Land use permits for any work on VDOT right-of-way EXSTING ELECTRIC SERVICE O STREET ADDRESS . 546 NORTF4WE57ERN PIKE C) 8 All unsuitable material shall be removed from the construction Limits of the roadway before placing V7. If required by the local VDCT Residency Office. a pre -construction conference must be arranged PROPOSED ELECTRIC SERVICE GORE, VA 22631 Z embankment and held by the engineer and/or developer with the attendance of the contractor. various County EASOIG GAS LINE _ ___ __ o - _._ MAGISTERIAL DISTRICT CANE5BORO 0 Al B All pavement wcuons on the approved plans are minimum sections to be uuhasd when the actual California agencies. utility companies and VDOT prior to Initiation of work. pgRCEL IDFNTIFlCADON NO- 39-((4))-36 4 36A UI _ ♦- Bearing Ratio (CBR) of the pavement aubgrade Is 6 or more Soils testa of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work s to begin or cease for PROPOSED GAS LIE LOT AREA - 3053 AC 00 for ..fuel determanaUon of required pavement thickness prior to placement All final pavetr.ent and base any undetermined length of Ume. VDOT will also require 48 hours notice for any inspection PROPERTY llf GIST IRS D RCA 210 AC R coalrxe Cal eknesses shall be designed in accordance with V'DOTs -Pavement Design Gold. for Subdivslon and nU Rf'NT ONIHG R4 w Secondary Roads 1n Virginia-. and shall be based on a sufficient number of CBR testa to determine the I-. VD. The contractor will De responsible tar, maintain) ode to access to the l from the espons me -Laming, qua projec FLOW LIE -- -- - - - - - support values of the oils In the subgnda Final pavement design shall be submitted during construction •djscenl public roadway through construction and muntensnce of a construction entrance m ordance rill the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore. Ffl CLUNE v a a e CURR NT ISr REL1GIQi5 a and prior to placement. access to other properties affected by this project shall be maintained through construction Th. EXISTING POOR POLE a PROPOSED USJ E REL1(a1Q18 > lCr Developer shall have. within it'. limit. of the project, an employee certified by the Department of 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits Indicated Conservation and Recreation in Erosion and Sediment Control who shall Inspect erosion end ultation EXISTING TELEPHONE POE O IA SETBACKS - RL DLNG: FRONT: 60' (PROP IMa') r'1 on the plans and as required at the field Inspection control device• and m m s for proper installation and deficiencies Immediately after each ralall. SIDE: e50 A 100 (PROP 50 a 45') at lest daily during prolonged rainfall. and weekly when no rainfall event occurs EXISTING WATERLINE W/ TEE ---� ---H TT REAR: 50' (PROP DO') l.j O 11 All springs shall be capped and piped to the nearest storm • r manholes or curb inlet Tha pipe shall el r be minimum 6" diameter and conform to VDOT standard SB V10 Contractor shell ensure adequate drainage Is achieved and maintained on the at. during and PROPOSED WATERLINE W/ TEE r4=fir BUILDING H I ui T. MAXL"I'T 3Y (PROP 30') Q O 12. Construction debris shall be contamenxed in accordance with the Virginia litter Control Act, no less than at the end of construction EXISTNG FEE RYDR.V/T 1 one Utter receptacle shall be provided at the construction wit ghl- of -way are to have mtnum VII. All water and sewer lines within existing or proposed VDOT right- ��- NONE fa1�PD9ED 13. The contractor shall provide adequate means of clearing mud from trucks and/or other equipment prior to 36 cover and. when possible, to be matalled under roadway dramage factlahes. EXISTING MIER VALVE entering public streets, and H as the contractors responsibility to clean ■treets, allay dust. and to take VIZ Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED WATER METER 6 OUTDOOR LIGHTING: CUILDWG MOtNTEO whatever measures are necessary to insure that the streets are melnta led an a clean, mud and dust free Immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity EXST____ _� r REDUCER condition at all limes. until an adequate design. can be determined by the engineer and approved by VDOT OUTDOOR STORAGE: NONE PROPOSED R PA.KING CALCULATIONS 14 s Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary VI AU rill areas. borrow material and undercut areas shall he Inspected and approved by a VDOT PROPO'gD fEDl1OR v PROPOSED F A.R. CALCULATIONS REQUIRED: I SPACE FOR EACH 3 SEATS sewer lines Informauon should also be obtained from the appropriate authority concerning perml4, cut representative prior to placement and fill Where CBR testing u required. a VDOT representative STOP SIGN EX 9EATWG • 160(TO 13E CONVERTED sheets. and connections to exsting Imes shall be present to Insure the sample obtained is representative of the location When soil samples FIADCAP RAMP (Ix-12) / L01 AREA 3093 AC - 132.98868 SF. TO AUXILARY HALL) O 15 All sanitary sewer and water mains and appurtenances shall be constructed an accordance with the current are submitted to private laboratories for testing. the ample. shall be clearly tdsntlffed and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted IdI�DIO��tIS LOGtl1 of Sin sdT A VMi EX15TfW. ' STORY C 4URF : y 2LiB0 SF. standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority spec Y / Y Y according to all applicable VDOT standards STiraMO�/UI W/BASEI"IENT • 2050 6F v 16 The location of existing utilities shown an these plans are taken from existing records It shall be the PARKING INOCATOR t7 PROPOSED ADDITION . 8m00 SF. (FIRST FLOOR) PHASE I CALGULATION5 contractors rasponubUlfy to verity the exact horizontal and vertical location of all existIng utilities as needed Y1,4. ALIroadway fall, base, subsurface material and beckfill of uWity/storm sewer Uenchas shall be compacted m 6- tail. of theoretical maximum dainty wi determined AASd Tet Method NOrAIES rig ■ABO 0f TVPCA PAR" VeMS SECOND FLOOR.!600 SF. PROF SEATING 750 poor to construction The contractor shall inform the engineer of any eontite4 arising from his exsting any ed s lira minus 2x of optimum moisture for the full width of dedicated street A. s % TEST PIT ® BASETTENT b 400 5F. TOTAL 250 the owd consUvctlon within or P P VDOT density by 1OG1101 TOTAL 71160 6F 250 3 ACES O ; utalat vXfIc`.tmm and ro y p p l7 The developer evil lx responsible for any damage to the existing streets end uU1tUes which occurs a. a g streets vrallconbe right-of-way At the Q1recUon of inspector, tests performed a qualified Independent agency ghaU be conducted a required In the VDCaT Road and Bridge Specifications. A .� Ex 9PACE9 15 5 result of his project within or contiguous to the ing right-of-way. copy of all tests all I be submitted to VDOT prior to final VDOT approval HAND" PA4(IIG H/C EX15TMIG I STORY HGL6E 360 5F. 6PACE5 RENCVEO • 15 EXISTING PAALLION . •196© 5F. >_ F- permission pan 18 When grading is proposed within easements of utilities. letters of ion from all Involved coin la to issuance acd/or site V15 VDOT Standard CD and UD under -drains shall be Installed where Indicated on these plans and eca p further whore determined necessary by VDOT Inspector VOsClES PER DAY COUNT 100 TOTAL • 25b80 5F PROP SPACES 86 most be provided to Fredenek County Sanitation Authority prior of grading PROPOSED BUILDING ENTRANCE TOTAL 8PACES • 66 (INCLUDE5 6 WC 25)680 / 132,98868 G19 rFAR) V development permits VIB The installation of any entrances and mailboxes within any dedicated street raghf-of-way shall � PHASE 2 GALCULAT IONS (1'1 Ill The developer will be responsible for the relocation of nay utilities which is required as a result of has meet VDOT minimum design standards and as the responsibility of the developer �" PROP SEATWG • 350 l) project The relocation should he done prior to construction Y17. Prior to acceptance by YDOT of any streets. any required street signnge end/or pavement EXSTING STREET LIGHT CALCULATIONS TOTAL • 350 F 20 These plain identity the location of all known shown on this plan will be protected markings must be installed by the developer or at VDOT'a discretion. by VDOT on an account receivable Deus Slop signs shall be thirty (30) Inches tall with high intensity shooting. The PROPOSED STREET NAMIE SO + U ANDCCAPING I TREE PER 40' PARKING PER!r'¢TER 350 / 3 Ill SPACES REQJIRED Ell T FEE crashes discover m accordance with state law. In the event grevesites are discovered during construction, the owner and engineer must be notified immediately. bottom of the sign all" be six (6) feet above the edge of pavement and the post atoll be installed Sign be of type found on PROPOSED SANITARY LATERAL CLEANOUI p EX SPACE6 • 15 PARKIW. PERIMETER • 54O' 5PACE5 REMOVED • 15 � 21 The contractor is to verifyfield conditions prior to and during construction and noti7 Greenwe Ei meera p y y mlmmum of four (4) feel from the adge of pavement posts shall a VDOT'. approved last. A copy of lhla llgt may be obtained from the District Material Section SANITARY YANIOE MD04WER 12 285 / 40 1� TREES REQ. � 111 � 1 at (540) 652-4185 immediately of any discrepancies between actual field conditions end the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROP SPACES 130 TOTAL TREES PROVIDED 21 TOTAL SPACES s 130 (INCLUDES 6 Hr, 22. Controlled falls shall be compacted to 96% of maximum density as determined by method -A- per standard a d of all material sources poor to VIB. The developer must provide to the local materialsVDOwithin must be Copies of all invoices for aIn any dedicated STORM DRAIN STROCiIaE IOF1111F[R proctor AASHTO-TVB, AST'Y-D698, or VTM-I as applicable. Casualty shall be certified by a registered construction. work. Unit and provided to the local VDOT Residency Office poor to acceptance of the work. Unit and told prices ior o ^ F engineer and results submitted to Frederick Count prior to t construction. If a professionalrig Y P pavement may be obscured EASEMENT LINE geotechnical report ha been prepared, it should supersede the requirements in this note. HANDICAP PARKINS VIB Aggregate bases and auD-bases shell be placed on the sub -grade by Insane of a mechanical CENIFRtYE - - 23 Contractors shall notify operator who mammon underground utility lines in the area of proposed exeav:Lmg spreader. Density will be determined using the density control strip as specified m VD(YT a Road and EXSW SPOT ELEVATION 120 101-150 SPACES . 5 HANDICAP SPACES REQ or bleating at least two (2) working days, but not more than ten (l0) working days, prior to c mmencmenl Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these TOTAL SPACES PROVIDED II,"`�( Q• F~ o of excavation or demolition. Names and telephone number of the and operator underground utility Imes testa. ♦ certafled copy of the test results shall he provided to the Residency Office In additions to PROPOSED SPOT ELEVATION 7151 r_ m Frederick County appear below These numbers shall also be used to serve In an emergency condition. checking alone depths, a VDOT representative shall be notified and given the opportunity to be ^L�Yy present during the construction and testing of the density control strip. LXSING TREE ORIP LINE to V20. Asphalt concrete Pavement shall be placed in accordance with the latest edition of VDOT. Road and Bndg° Specifications -Section 315 Density will be determined using the density control strip as EXISTING TREE 15, OAK 15• PINE NOTES. � a UTILITY CONTACTS specified m Section 315 end VTM-76. A certified compaction technician shall perform these teas. 1. THE BUILDING WILL BE BUILT LARGE ENOUGH TO HANDLE THE PHASE 2. UPI --- A certified copy of the teat results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and tea Wag of the control strip. PROPOSED TREE ADDITIONAL 100 SEATS. THIS WILL REQUIRE INTERIOR SEATING ADDITIONS ONLY! 2. THIS SITE IS ON WELL h SEPTIC. NO FIRE HYDRANTS ARE EXISTING OR REQUIRED. -- - -- - V21. Approval of these plan; shall expire three (3) year from the date of the approval letter. a _... .., ..�� Frederick County Sanitation Authority Gns. Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramp. shall be determined by VDOT Inspector. SEAL COVER SHE Winchester, VA. 22604 Winchester. VA 22604 (540) 868-1061 (640) 869-1111 Projxt Namc HAYFIELD ASSEMBLY OF GOD Power Allegheny Power Phone. Vera- Omer Address, kKluNng Zip Code A,TaiaeppNnone No PIKE P 0. Box 1468 P.O, Box 17398 Hagerstown, MD 21741 Baltimore. YD 21297 1-800-654-3317 TRIP GENERATION DATA 5116 NORTHWESTERN HAYFIELD A55EMESLY OF GOD CHURCH GORE, VIRGINIA 22631 (301) 954-6282 MARK D. SMITH 540-811-1443 MISS UTILITY 1-800-257-7777 ui=E5PA7 .d�AY No. 0OOg tGJp% Oavdapm-. A"... including Zip Code h Telephone No. 5118 NORTHWESTERN PIKE 560 CHURCH 560 CHURCH fq I20, HAYFIELD ASSEM6LY OF GOD CHURCH GORE, VIRSINIA 22631 6 9I1 PER 1000 9F. 363 PER 10" 9F. SHEET INDEX �"O4 SUEiV � 540-611-I443 -- 21,760 5F. / 1000 21.16 2116 0 5F. / 1000 21.1(. 21.16 • WI • 198]3 VPD 21.16 3663 . 19101 VPD Englaw CwUlying Plon Address, Including Zip Code h Telephone No. 151 WINDY HILL LANE GREENWAT ENGINEERING WINCHESTER, VA. 22602 COVER SHEET SHEET I OF 1 DEMOLITION PLAN SHEET 2 OF 1 - 540-662-4185 PROFESSIONAL SEAL h SIGNATURE APPROVAL DATE: S/03 EROSION CONTROL FLAN SHEET 3 OF 1 GRADING PLAN SHEET 4 OF 1 THESE PLANS ARE IN CONFORMANCE MIH 51TE PLAN SHEET 5 OF 1 COUNTY OF FREDERICK STANDARDS AND SCALE: N/A EROBION CONTROL DETAIL6 &HEFT 6 OF 1 ORDINANCES. ANY DEVIATION OR CHANCE IN THESE PLANS SHALL BE APPROVED BY DESIGNED ESY: SLUM COMPUTATIONS 4 DETAIL6 SHEET 1 OF 1 THE ZONING ADMINISTRATOR PRIOR TO _ ✓, s^ 5' CONSTRUCTION. ZONING ADMINISTRATOR DATE GDR • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL SHEET 1 OF 1 • F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP z VI All work on this Project .11.11 ..stunt to the latest editions of the Virginia D.p"Laimit of LOSING INTERMEDIATE CONTOUR L s SCALE I'- ILL-1 $ I Methods and ram-1.l. used In the c.wtr..two of the luirovem.nt. hermit shall ...form to the c -at P Transportation (VIRYI') Road and bridge Tcth.aUo•u and Standard.. the Virginia Kloinu and NpIAN - Z ry i County constructiou standards and op.aflcetions and/or current VIKIT standards and speciftemiona u Sediment Coal,.] Re ulaUoru end an other stata, federal or loo.l regulations IASINI, 11Qii CON IIXIR -- S.H1 ^` g y gu appHoeble In the F40LLOW 6 L� ry a' event of conflict b.lw.en any of these standards, specifications or plans. lb. most stringent &bell be PROPOSED Wf1g1R 40 -- SCHOOL Z c .9 in ,� 2 Measures to control erosion and siltation, including detention ponds servhyt es mill basins during construction, govern E . ■ o .5i 01 must be provided prior to Wuance of the site development permit The approval of Lhasa plans m no way LASING Ella O PAIEIENT /' ----- y }_ a I r•hev.. the developer or his Agent of the ru biUUes contained in the Virginia grosiou sad Sediment V2. All constnctim &bail Comply nth the latest US Department of labor. Occu tionm -Safety andPROPOSED PROP ER u$ p Q = y N Control Handbook ps •g 1'onsiV gY C (.TIN AND bU1N PAVEMENT UyR/ Z x b H.alth Adminlel»tian &rid vo9tl Rules ene R. uletions. C� �IT,e SITE HAYFIELD o • 3 A permit must be obtained from the Office of the Resident Engineer. Virgwa Departinent of Trmsp t tiou V3. When working on VDOT right of way. all traffic control, whether permanent or lewp.rary. •bail - W C 0 �„ (VDOT) and Frodenck County prior to construction in ending State right -of- way. be In anm. accordance with the current edition of VDOYo work area protection m isl Furtheriare, sit Pk(1PLYED CURB AND GUTTER - -- CAG - U.6 ROUTE u : x traffic control flaggerw must be certified m accordance with the Latest edition of the VDOT Road and �N 5 i < _ 4 Approval of lets plan doss not guarani** Issuance of an entrance permll by YIIOT when such Permit La uCGS CfrAR GAP L3 'r' 3 <L required under Stale law Bridge Sp•clficeUons, Section 104.04-C. IRAN511101 FROM CG-fi TO CG-6R-� Y ^ m 6 The exact location of all guard raLa will be determined by VIKYr personnel. -A jowl inpot:Um will be held V4 The developer shall be ...poasiblo for relocating, at his ezperue, any end all utlUtie., including LOSING TELEPHONE LINE -- - '• traffic signal pules junction boxes, controllers, etc owned by VDOT or private utility company It is __ _ With the Developer. Comely Reprewnt.Uva.. end Representatives of the Virginia Department of Traroportattun the sole responmblllly of We developer to locate sod Identify utility faculties or Item, which may PROD TELEPHONE LINE1 ~ W L T o (VDOT) to determine If and wbar. guard rut end/of paved ditch°. rill be needed The developer will be be In conflict With the proposed ....traction activity. VDOT epp-,.l of thew pLars do.. not EX 15L RCP RT 14 -- 9 w esponstble for providing guardrail and paved ditches as determined by this ).tut inspection ' Refer to rebove the developer of this responsibility EASING STORY SEER - _ r ry Virginia Department .1T.... pun.U.0 (VDOT) Guard Hall and Paved Wtch SyecaficaUma_ PROP. IV RCP 0 an approved set of plan and all applicable pernuts most be available at the ....traction atic. At-. a bbee I�gl features Change relating sede to Held c.uwlruclmn, r.guiny ads. mid l expl or incurmdetof traffic my PROPOSED ST01.1 SEVER -'--`•'-'-'- representative of the developer must be available at all times. any field revWon will b. the eel .ecessery by he Any additional ezp.nw Incurred as a resell of ----_-- rsepo.alDWty of LA. davedpar. U0.51111G SANITARY SEINER • .vPROPOSED SANITARY SEVER _ PROJECT INFORMATION 7. Waning stgw, markers. barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to mitistion of work, the contractor shall be resp.ustble for acquiring all .r. �...ry VDOT -- - - L Control Diowa (MUT'CDI land use permits fin any work on VDOT right- of -way. LASTING UECTRIC SERVICE - --- iTREET ADDRFSS 1 5,116 NORTt4DE8TE/•34 PILE O 6. W unsuitable mel<nal shall be removed from the construction limits of the roadway before placing V7. U required by the local VDOT Residency Offtce. a pre-constructiou codermtce must be arro.,,d PROPOSED ELECTRIC SEANCE P Z C) mnbanknn.nl. GORE, VA 22631 and held by the engineer anal/or developer with the attendance o! the contractor. venous County I All t •..Lt.- on the d tans e e nvnlwurn sections to be utilized when the sotu.l Cmal.c.la agencies, utility ..-panes and VDOT prior to initiation of work. CASTING GAS 11[ +t----------' MA AST RIAL DISTRICT GAINE5501a'J C_ ^�S pave-•. approve p _ PAK FI JQEHTIFICATION NO. !9-!(AI)-36 r 96A _) Dearing Napo (CDR) of the pavement mbgrsderu 8 or more. Soils Lasts of the suDgrade shall be performed V8. The contractor shall notify the Iwal VDUT Residency Office when work to to begin or cease for PROPOSED CAS lJK a o- LOT AREA �ID53 AC i for actual delerininaLiou of required Pavement thickness prior to placement All anal p-ta-1 and bin any undetermined length of time. VDOT will also require 48 hour. uoUce for any insy.cti.u. PROPERTY LM : d course thlak..- shall be designed I. aoo.rdsnos with VDOT's -Pavement Design Guide for Subdivision and ULYI LIHUED AREA 2l0 AC G Secondary Roads 1. Virginia-. and shell be based on a •ifficiant .umber .1 CUR last. to detarmm. the true VI. The contractor will be responsible for maintaining adequate access to it,. protect I.... the FLOW lK - - - -, CURRENT ZONING RA LL rt values of the soils w lhs a b de F'nital t des= . .lull be subuulted dui consti,actiun ad)aceut public roadway through comtructs- and nalnterimce of a .-Unction mitrmt- its -�-w a y C IHHk N iSE .uppo u gt. I-aneu g ing a°cord•nca with the Virginia aomon and Sedamenl Control Handbook Section 3.02, Furthermore. FENCILNE �- � RELIGIOUS CIL and Prior to pla.ane.t aeeew to other prol.rUw aff.cted by this pro)-t shall be mdntatived through co.ut-tutu. The tAS11al 11OLR POE PROPOSED USE RELIGICU9 Deoolopdr .tall have, within the Hants of the prof ct, it employ. certified by the Department of IO All roadside .itches at graJem o/ more than 5% shall be paved with e•w•nt cuurrale to the Wait. mdiceled Co aservatwn and Recreation in Ernst rt and Sediment C-4.1 who .hall Impact eromu. end sntallom LASTING TELEPHONEPOLL O .0 THAD6 - But DIN FROMP '. 60' (f"RO118') on the plus end es required at the field inspection ontrol devices and measures for proper himallatioo and deficiencies Inunedialely after each rainfall. SIDE: b0' 4 "' (PROP SO' 4 45'U 11. All a ran sbaU be J and d lu the unerset storm • r manholes or curb tnlnt Thn i rha0 at last duty during prolonged ,melon. and weekly when uo ranf.0 event occurs. EXISTING WATERILK W TEE __ -IT,-__.. __ REAR: 50' (PROP 5m') M P 4gs capped pipe pip. / W O be mimmuin 6- diameter and ..dorm to VUOT standard SB 1 a VIO. Contractor .hall en..re adequate dranage is achieved sod mantmned on the alta during and PROPOSED WIIEREK W -f I- -- �- ~ / U N DIN • N I .NT: MAXI -IL" 35' ,PROP 30') ,t V 12. Construction debris shall be contanerized in accordance With the Vuguna Uttar Control Act, no less than at the and of construction. O EXISTING FINE HYDRANT O one Utter receptacle shall be provided at the construction wile. VI1. All water mid sewer lanes within existing or proposed VDOT right-of-way are to have mnaimam SIGNS, NONE PROF OBED 13. The contractor shall provide adequate means of cleanutg mud from trucks mid, Or other equip -mot prior to 36 cover and, when possible, to be installed under roadway drainage facilities. LILT" WATER VALVE anteruig public street&, and it a the contractors responmbfhty to clean street*, alley dust, and to take V12OUTDOOR I ua TIN 15UILDIIG YIOINTED whatever measures are necessary to insure that the streets are matintamed m a clew. mud and dust free nar Any unusual fit to attention conditions encountered dunng DG course of n cWCUon shell De PROPOSED WATER IEIER • tmW on -ly brought to the attenUoa of tied by t ear and er a Work veal cease m that vicinity condition •t all times twW m sale le n cm be detarmwed b the and E7ASIIIG RFDII(FA qua desalt y engineer approved by VDOT. OUTDOOR STORAGE NONE PROPObED 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED REDUCER PARKING CALCULATIONS InformationV13. All fill areas, borrow mal<nal and ucu ndert aces tbell be inspected and apprve od vi a YDOT ewer Imes Information should eta. obtained oDtaed from the appropriate authority concerning permits, cut representative prior to placement anW. al IWhere CBR testing is required. a VDOT reprcwntati^e STOP SIGN v F A.R. .AI I ATIONS REQUIRED. I SPACE FOR EACH 3 SEATS sheets, and comectiom to eini" It.- shell be present to inure the sample obtained u representative of the location. When sod samples NAIO0IP RAMP (Cr-I2) LOT AREA • 3X53 AG - 132,56"b 5F. Ex 9EATWG • WO(TO ISE CONVERTED IS All sanitary sewers and water mains and appurtenances .hall be comlrucled m accordance with the currant are submitted to private laboratories for testing, the smaplem shell be clearly identified and labeled DOM LOCADN OF Sry 1001 TO AUXILARY WALL) Q as; belonging to a project which will be accepted by VDOT and that testing shall be conducted i� jigs/0s EXISTWG I STORY CHURCH . 2880 SF. ec .laniards sad sph-U.- of Frederick County and/or the Frederick County Sanit.U.. Authority. according to napplicable VDOT stmdads. U RMP W/5A9E3'ENT • 26V60 5F 18. Th. location of exiting ntihuss shown m thee. piano are take. from existing records. It sbell be the PARKING NDICATOR A. PROPOSED ADDITION . 8000 SF. =FIRST FLOOR' PHASE I CALCULATIONS V14 All rwdwsy fill. base, su Dsurfa.e nanUrtal and backfW of utmly/.form ewer trenches st1AU be KWAES K t4®6 TAC. PANOG `.PAQI contractors otoco rem ctlon y e verifyonus the enact horizontal and vertical location of all isingmu3tfrom uLLhttes es needed compacted m 6' lilts to I6% of theoretical maziwum density ss determined by AASHTO T-LW Method BEGCfO FLOOR•Ip00 5F P1001' 9N?ATfNG 250 prior to construction the contractor .Dell Inform the etigiueer of my conflicts ailWig hum laLa azLaliog A. WiUan plus or manes 2% of timum muuture for the full Width of m dedicated .troolOTAL • 250 ulWt verification and the proposed construction. P °p y TEST PIT LOU"LOCJi" BTOTALNT b 400 °.° y P Po'•• right-of-way. Al the direction of VDOT Inspector, density test p.r,I rmed by . qualified TOTAL 21,160 9F. l7. The developer will its respurwble for any dewags to Unn existing atroots and utilities which oc:ure as • independent agency shall be conducted sit required m the VDOT Road and Bridge SpecUncaUow A 2S0 / 3 54 fiPACES REGk1Na2ED 0 copy of all tests shall be submitted to VDUT prior U final VDOT approval. EX SPACES 15 result of his oo.strucuon project mLhw or contiguous to the existing right-of-way KAIOICJP PARKING H/C Ex15TWG I STORY HCUBE I.y.,: 5F. SPACES REMOVED • 15 - Itl When di u d ahan easements of ulWties. letters of Permission from sV involved m tin Y16 YW7 Standard CD and UD ender -drains shall be installed where indicated on theac plans and EX15T•T PA - 25,N SF. 9F. i� grading propose Pe ° P•n further wit determined .ec .-y by VDOT Inspector. VIDOCAES PER DAY COUNT Tao TOTAL 25,680 5F. PROP SPACES • 56 ✓_I must be provided to Frederick County Sanitation Authority prior to issuance of grading eno-. � wita development P.-It. V16 The Installation of any eLitra.- And mailboxes w,U,w my dedlcaled straet right-of-way snail PROPOSED BUILDING ENTRANCE � 25,680 ( 132.%".&b • 0.1% ( ,Ll TOTAL SPACES • alb (PICLIDE& 6 HO.) Id no, develop•, will be »ap..ubl. for the raloc.u.0 of any utautaa which is required es it result of his meet VDOT muoutri wit design standards and is the respowWwty of the developer. PHASE 2 CALGULATION5 C. projset The relocation should be done prior to oortatruc4on. V17 Prior to acceptance by VDOT of any streets. any required street mguege and/or pavement EXISTING SIWEI UGU PROF- BEATPIG • 350 V mark most be tnstalled D the develo I Au Dc, APIN . A I Ut ATIfNS TOTAL . 350 t- 20. These law identify the location of all known itaa. Gravesitee shown on this n will be protected markings 7 Per or al VDOY• diacreUon. by VDOT on an account Ul p y gra.es W receivable bad.. Stop signs shall be thirt 30 L.chas tell with h mlensil shoot The PRUMED STRtET NAiE 5" I TREE PER 40' PAIaGNG PERI-ETER / Ul w accordance with slats law lit the event grevesites are discovered during construction, the owner and P '� Y ( ) Y �' 350 / 3 •TIT SPACES REOu1RED W .nginser ..at be notified trnmedately. bottom of the sign hall De az (6) feel above the edge o/ pavement and the pest shall be installed PROPOSED SANITARY LATERAL OEANOII( ----� Ex SPACE3 . 'U r^ 17 e mnnnnuin of tour (4) feel from the edge of pavement. Sign post. shall be of . type found on PAWCIN'.a PERIL =TER • Is4 SPACES REMOVED • lS v 21. The contractor u to vdrdy field -clot own prior to and during construcUou and uottfy Greeuway E.Cineerwg VDOT s approved Um. A copy of thin WI may be obtained from the Dist -net M&tarial Section, SAMTARY MAMNOIE NEDLIV R 12 LL T at (fi40) 662-4186 itimedalei of an disc» else between actual field conditions and the eel plan. Contact the local VDOT Residency Offic. With say questions regarding sign material and placmite.t. 28b i 40 . 21 TREES hd-:a LL 7 y Pan approved p PR.7P SPACES . 130 TOTAL TREEb FRONDED 21 TOTAL SPACES a 130 (INGLI.®Ee 6 N4C.l II- 22. Controlled fi1La sbail be compacted to 96% of matunuw density as delarm)ned by method -A per etwitlud Ylg. The developer must provide to the local VDOT office a tint tit all wetsnal sources prior to STORY DRAIN STRUCILRL IDENTIFIER O '�t proctor AASFii'0-TIh AJTI-D6D8, or VTY-t es &ppLLcaDle. Density shell be certified by a registered construction. Copies of all invoices for materials nthm any dedicated street right-of-way must be f ae onal engineer and results submitted to Frederick Count prior to Pavement construction. U . may be to the local VDOT Residency Office prior to acceptance of the work. Unit and fold prices pro a e rig Y P Peve any De obscured. EASEMENT lK geotechnical report has been prepared. it should supersede the requirement. in this note. N VIO Aggregate bases and etib-bases shell be placed on the xub-grad. by meow of a mechaircal CENTERLIf - HANDICAP PARKING (� 23. Contractors shall notify operators who mamtan underground utility tines in the area of proposed excavatutg spresder Density Will be determined using the density control trip as specified U, VDOT's Rind and Ling ( ) working y, working days. P Bridge S Uicetiow-Section 304 and VTM-10. A certified compaction technician shall form these 120 101-150 SPACES 5 HAND,CAP r> - to, REO. or Dles at least two 2 work= da but not more than tan (10j workt da prior to commnncema.tEJOSING SPOT E.lEVA11011 PecPar TOTAL SPACES PROVIDED b ly of excavation or demolition Names and telephone numbers of the and operators underground utility Units taats. A certified copy of the lest results shall be provided to the Residency Officein additions to in Frederick Cosily appear below. These number. shall also be used to serve in an emergency condition, checking at... depths, a VDOT ropr..enUUve shall he notified and give. the opportunity to be PROPOSED SPOT E1FYAl10N 7152 present during the construction and testing of the density control strip. EASING TREE DRIP LINE •`^`?h S V20. Asphalt concrete Pavement shall be placed In accordance with the latest edition of VDOTs Road n TT-F ' L and Bridge Specifications wwillm -Section 315. Deity wbe determed using the density control strip as EXISTING FREE tr`ih 15 OAK y IV PK NOTES:� Q UTILITY CONTACTS specified in Section 316 and VTM-76. A certified compaction technician shall perform there tests A certified copy of the test results shall be provided to the Residency Office, A VDOT reprere.tnllve OAK 1. ADD BUILDING G WILL HE BUILT LARGE ENOUGH TO ORSEHANDLE THE PHASE Pilo -- - ---- .hall be notified and given the opportunity to be present during the conalructim end testing of the PROPOSED TREE Z. ADDITIONAL 300 SEATS. THIS Will, REQUIRE INTERIOR SEATING ADDITIONS ONLYI iyR ...trot trip. 2. THIS SITE LS ON WELL h SEPTIC. NO FIRE HYDRANTS ARE IUISTING OR REQUIRED. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Water/Sewer Frederick Box County Sanitation Authority Gee: Shenandoah ox 24 �es Co. P.O. Box 1877 P.O. Bo: 2400 V22. Ilatnl location o/ CG-12 Curb Ramps sbnU be detarunnsd by VDOT impactor. Winchester. VA. 22604 Winchester, YA 22604 (540) MB-1061 (640) 869-1111 SEAL COVER SHEET -- Power Allegheny Power _ HA YFIELD ASSEMBLY_ OI' GOD Phone: Vanxou _ P.O. l)oz 1468 P.O. Box IT3W _-- . --. _. _ _ -- ._-_- OP fywr: Addreaq Including Zip Code A leephi ne No. Hagerstown, MD Z1741 Baltimore. MD 21297 5118 NORTHWESTERN PIKE I-BGO-664-3317 (301) I64--6202 TRIP CENERA770N DA7A HAYFIELD A55EMBLY OF GOD CHURCH GORE, vIRGINIA 22631 ----------------------- __ -. ARK D. H 'i 540-511-1443 MISS UTILITY 1-B00-257 7777 No.002009 Gewbper: Add,.ss IncludnV Zip Code A Telephone No. lMLk1cn Air 5tyjDAY /' 5118 NORTHWESTERN PACE 560 cFI1xH 56o CHURCH fq�_"1•�`'I` ,�..L04 HAYFIELD A56EM5LY OF GOD CHURCH GORE, vIRGINIA 22631 9.11 PER 1000 6F. 3663 PER 1000 SF. SHEET INDEX 'vO yljlt`J v' 540-811-1443 21,16m SF. / 1000 . 2LIA. 21,160 6F. / 1000 2116 21.16 • 5.11 tW23 VPD 21.16 • 36b3 • T91ID1 VPG -- - E CNalif m: --- _- - - --- Add - - nywu Yn9 aaq YhcFadkhq Zp Code A 7dephamha Na 151 WINDY HILL LANE COVER SHEET SHEET I OF T GREENWAT ENGINEERING WINCHESTER vA. 22(oO2 DEMOLITION PLAN SHEET 2 OF T 540-062-4185 ER051ON CONTROL PLAN SHEET 3 OF T PROFESSIONAL SEAL A SIGNATURE APPROVAI- DATE: W03 GRADING PLAN SHEET 4 OF l THESEPLANSPLANS ARE IN CONFORMANCE Yd1H SITE PLAN SHEET 5 OF 1 COUNTY OF FREDERICK STANOAROS AM SCALE: N/A EROSION CONTROL DETAILS SHEET 6 OF I ORDINANCES. ANY DEVIATION OR Ul"( *Oil C.(JI'IMII AIIUNb 4 UtIA1Ltl 5Ntt1 I OF 1 IN TIICSE PUNS SHALL Of APPROVTD DY THE ZONING ADMINISTRATOR PRIOR TO DESIGNED BY: CONSIRUCTRIN. ZONING ADMINISTRATOR DATE GDR • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL - _ • F.C.S.A. APPROVAL VALU FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET I OF 1 9 0 0 NOTE: I I 1 I VARIANCE #018-98 ON IPTN 39- 36 1 I ON AUGUST 18. 1998 7HE FREDE ICK 1 I COUNTY BOARD OF ZONING APP APPROVED THE REQUEST FOR A� 55.5 FOOT NORTH SIO YARD V UWCE REDUCING THE SIDE Y f RD FROM 600 FEETfF ��,••..----!!TO 44.5 FEET. 1 I �t� UWDSCAPING I TO BE SAVED IF POSSIBLE MON MAL 11 I I I STORY I"f t J I M I T . t k It DENOTES - TO BE DEMOU1 iED EX BE Ft�MWED I / Ex POWER � I L _ _ IJ� / ; AND Fj LOCATW arm ue t I I EX POLE 1 • II / OT EIIE REMOVED 1 11 EXIS'T1NG LATEiiAL Tp /BE AND TED / / - _ _ YAM Ilro t \ \ \ 1 1 \ I \ `\ 11 I�E»DnIED AND Fi�.00JITED / i / Ii F�t� �,� ----- EX PAVILLION w -TO BE REMqVED EXISTING DECK ITO BE REMOVED I I I I I Ia, wo�lo 1 ,AND Ro LACED ( . / / / , \ \ \ \ \ \ \ I I I I \ alma I I (EJY OTHERS) 14 Z. EXISTING TREE \ eouw I i ; 6144 I 1 1 tl / / - TO BE REMOVED PP I aGNEXISTING O 1 1 1 t I 3433 24' W i 1 s.3-'0 / 11 ( 11 `I 1\ I / POLE TO REMAIN E3(ISiING T� �- ---------- , ✓ n�so I I t \ G 'IA p-------� J/ / RA9/ 1 i N 36'32'O W\ 2.7 '/ ® \�\ TO REMAINI IT _ \ 3�T 21 2.45'\\ W 14 T \ EXISTING PAVEMENT - I 1 TO BE REMOVED - -------------------------- \ U-& ROUTE WEST \ - BOUND LANE -POSPEp yPEETT m v-- "' -- VARIES ---_._ v- — —1-- / — — - 20 10 0 20 / 40 SCALE: 1" = 20' CD W W Z W N VV L G z 0 W a F a a W Ir 0. NO.002009 q• 4-0/1 O 0 O J ca co)Lu Lu LL TQ i DATE_ 9/03 SCALE: I" a 20' DESIGNED BY: CDR I" NO. 2048 SHEET 2 OF7 5EEDIW HQTES; I \ L TOPSOIL &TALL BE 6PREAD AT A DEPTH OF 4' I 2. PLLVERM AGRICILTRWL LM6TOW 64ALL BE 04CORPORATED MO 601 AT A RATE OF 92 U56. PER WW 6F (2 TON$ PER ACRE). \ 3. FERTILIZE K 10-IO-10 AT A RATE OF 23 LB6. PER 1000 6F. (MO L56. PER ACRE). 4. 6EED MX 6HALL CC HWT OF 61% KINTUCKY N TALL PE" AND 3.5% 6ER IMA I Z6PEDEZA APPLIED AT TiE RATE OF 120 LB& PER ACRE 5. 6TRM M1LCH SHALL BE APPLIED TO ALL 6EEDED AREAS AT THE RATE OF 3500 LB6. PER ACRE AND 4NCU4ORED PATH CUTBACK OR EKLOFIED ABPLIALT APPLIED AT A RATE I OF 22M �"LOW PER ACRE A \ \ L AA LAND OTIIRDANCE F-0"T I@06 TO Be MTLIED Fp[ A 40 06LSD BY THE FREDERIOC COL►1TY ,0IC wop" DEPARRf+T TPRIOR NT TO HTIATN2 A61TE 610wG ALL PROPOSED UTLITIE6 6MALL BE LOCATED LW0003 AND. I 1 ' � , 1 I 1 ' TOTAL OFP-S17T AREA TOSTORY AREA DETAINED / STRUCTURE R I I 4.3028 ACRES / TO POND TO POND I C-0.50 0.39C=027 ACRES.50 I I CA=2.15 1 L CA=0.20 I I It W I ' 1Mr. Ix I�� / — — T _;...:...-._, ' •tot. TO % I'll II /�/�' •:4:._- `� 1 OFF -SITE AREA OUNDETALA;,/ TO EX 1I I� - II I �/ _ :.'�...AWA\ FUND ED \ \ 3.82C80=0 ACRES 0.4100 A 2\I / + " �7'0 24"\ CA-1.34 CA-0.211 1 I -� _ /� CT 803`\ \T _ L—_--- \_ �J !I7► I 1 -- - �� �\I ASMEAREA 1 .EX 24" �D.1 94 ACRES Rua .08 U6 TEE so LAW NOTE: 11 DETENTION POND To BE CORI N6TFa4CTED PRIOR TO THE CONSTRUCTION OF THE OTHER 64TE IMPRDVENENT6. POND TO BE USED A6 A 6ED►UNT BABNL MTALL CONCRETE f6TD. Mb4-1 BMREU RISER, AT THE 6At K ELEVATION A6 FOR NNAL POND. AFTER T60 SITE 16 6TAB1LUZD, REMOVE ALL AC MLATED 61LT. REGRADE POND TO DESIGN ELEVATION& 40 20 0 40 80 SCALE: I" = 40' z O N 5 W a F a a W 1RIC D. 001 002009 y,o3 J U) a 0 LL Q 2 AI DATE 9/03 SCALE: i" - 40' DESIGNED BY: CDR FILE NO. RG48 SHEET 8 OF4 . C7 i Z I I I 111 '1 I I I s � I W 1 I I I I W I I ! I (3 I I \ 1 1 1 I W N I , Ir- 1 \ , HHT LU I I I TANNG �3 �s eo��ir.»� - +e ----i Ex a \' \\ 11 \III I W s ao -roeERe . La` \\I Uf -- I 11 I I I eroRr I 1 I/ w►1 I I - 1 I I I R. MAI d � � \ P• 1 I 1 i c R 1 I I � r-----'��a PROP. I�cT..WALL SEPERATE P8111�t"IIT q'rn \ 1 `• � I NOTE: II I I I (" r, '7�bIiV` f�i I wl T►/ a e► ' !, � qs � �'` — — � .. \'a \\ ' I I `\ .z1. 7 FORDGONSTRICTION OR MANE I I I ��i / -� I I / \ \ \ \ \Y,\ \ O O aUV'tNY POND NOR LIABLE IT � �\ L �' J 19 r PROF Ep � � / 1\ / i � / I' i \ I I \ \\ z �s I � 2. 9TORF4WITER FOND I 1 �frnH! LN[ / I \ \ W 0 3 TO BE INSTALLED PRIOR , I ep / 9�0 / / /O 9� , I^\ a > RJ TO ANY SITE GRADNG 1 I B I / \ 'j \ 1 \ \ \ I \ � v. ' TOT /' 8883 I' i/ ?� a \ \ PHq5� \\ a 3. A LAND DI REEF NOJ= PERMIT 1 \ ANWG WALL I WILL BE REQUIRED PRIOR TO `\ 1 1 I �. / /I - - - _ _ - _ . - 1 1 11 SEPE�ATE PERMIT \ ANY GRADING OPERATIONS. v 1 1 I -1 ( %i / - ,i cy 1 \\ RECYI IQED I \ 1 \ so• LONG Nc ' / / /� S {tl1 I I SWIM Po�esr I / \ D. SMITH N0.002009 III x �TPE `� SS \ ? \ \\ 1Z I S n* o0 i I 1 rr.1u� I 1 I I I I I c,uac,� I I a7l I I IeoT u•..w I x. / I \ / a III , I I 1 I \\l NOTt Try ALART7 ei / I \ \ \ \ M eaFP fROPEP. \\ \\ \\ \\ Q All OR TO. \\ \ \ \ l z — I I sor r\ \ I z J a' T- F mo - PoRGN �i H g I I / IYEAR +77• 10-EC-I \\ \\ \\ � \\ P cW E] : / I I i I / I I I �Q� WSE•slm4 \ \ \ h\ a ` z /II 11 PROPOSED Sal POND \\\ \\ \\ \ \ I \\ z w /W/� DO Y +77• 100 YEAR +771 \ \\ \\ 1`, `� 2 �V�//J�� WU +77` WBE..SLZ* \ \ \\ \ I C9 V! U EXISTWG I 0 I 1 1 II mis --- - n` +7 \\ \\ I \\\ Q C¢7W �----� SIGN roN O /7?•II / 1 11 I +82A p \ \\ I La -------------�/NV N!4•1374•W I;M, I \ p +871 \\ \ \ \\ ----- ,/ \ \ R?M1 �— � +82� \ \\ \\ \\ _y vorouLit'-_�_-7 / _ \ i II Nx� r al. \.� \ \ W_ --` �RTa 3Q3•r- // // j 9� \\ \ ANYIALL VDOT \\\ \\ WITNN CONSTIiIGTION AREA, \ \ \ _ -V40" DH Ra"T eY A GLsPION I _ _ _ MCA 0.'R EN� �\ \I BEXISITING ENT _ ------ - a (- RAVELING.PEEL�IWG,E "O- -------------- -� — — _. -80- — — \\ - _ _ _ _ \ X / \ MAY REQUIRE pyE ETC. VD.O.T. 1 _ _ _ _ _ \ \ EkRTE50 AGCTOR�TFROM II \ - -- --------•- - --- - --\-----_\ q� EJ'. B LWE gon— ROUT E �0 DATE: 9/03 -- \ NORTHWESTERN PIKE / Ban E gOJND LAN MopAV+wLt u / — — _ - SCALE. f' - 20' —`---_ R� �� • 55 M.P.H. Nv. N.1. aLLNORAW. r--- ---- DESIGNED BY: CDR 20 10 0 20 40 / --v-- `- — FILE N0. 2048 SCALE: 1" = 20' SHEET 4 OF7 I I I T.M. 40 - OA - 38 REV. IRVING B. WOWARD MARY LOUISE HOULARD 05. 315 PG. 642 ZONE- RA USE -SINGLE FAMILY RESIDENTIAL rloN .� LJ R.r.A - --- r PEP. x rorc! y� I reHce �' EJ 1Mroacl•s TWALL i TREE LNE / E) Er i ANNG • o (1 n ex ec y.caeT .ant I FF i0361 I i TM. HAYFI ASeeMl ILY OF GOD 105.321 2G. 68b Z . RA USE: W.411OLIS L— — BOCA TADLE 1052 FIRE RA TNG OF EXT. WALLS LESS THAN 20' 2 L lNw ow am 'uTw`r"iL T.M. 39 - OA - 44A SHARON GROVE KELLY HERSHELL E. KELLY De. 575 PG. 473 ZONE: RA USE: AGRICULTURAL -- BOARD FENCE a• ESL NV 9O31 PROP P &AM 41QiLL 3 0l TOP•%.% Nv our . laJl PP 0 -"6" 4 RMN•a . ebl• �. 2 STQi2Y �..�.. o ADD1196N PROPOSED 1ODFM • &Al ADDITION ,54SEMENT, 88.83 TOTAL SF..IC fdpm 50• LONG HC RA11P 0 5.001,- DOCA W FIREWALL COCA TAOLL 11041 AI•!:A LIMITATIONS" FIRE WALLS 2 HR FIRE WALL DOOR (TYP) PAP E5;7— ' x(N• TOTE% ii.•I63 I rs.I•�000 I I 4• P Ex CHIWH z I TOTAL gp•6.160 � R J /T 810 13 I I I I L , r- EX. Sal w SIGN — I EXISTING � J, 1y 91GNO M1 . aTOr N 34.3374• W - WV 9960 •IfN I n•3C STD Cr.�u 33,e "'AGO THM aLko I I , I � �II I 9 I TM. - O - I � 41 I ROBERT H. 4 PALILME R KIEL DO. 416 PG. 145 ZONE, RA USE- SINGLE FAMILY RESIDENTIAL BOARD Mbh" ' OP jo.,6, v2"f* E TYP 1 9 AA -VT,_ - R el SEPEFRA EEPE�LT YELLSTMIPE FIRE LANE ItL4LL� `� MOUNTED SIGN 5'9 NO PPAW-*4G O / \ OR BTANDNG //AL-L- .C� - •r 9 .NOTE gp ACCROSS AREA O MINCIP. RETAWALL 0- OLM AT / EMC IPM LENGTNFOR/UM \ • TO�� ! \ Q Ra9F f L•1 u/ pt� Q �ATt ropm map. / h V / <+ , I / ICAP I 4 9 24S' PAWJW- I 90 T TM R \ HA IELD Y OF GOD B. 4b6 FYG. 553 0 \ ZONE- RA N Q -RELIGIOUS x � cA Kv / a LAxML J y i /IIO► t &A u 8 I ❑ NOTE- PROP EP HIGH WATER ALARM TO Oi 'UI IN OA PLACID SB•ENT. D AI latICA , HAHFA'GTUPRI A MOC1L Al Ole EQUAL TO. W I 100 YEAR-�-I W.SE..81A76 100 YEAR YP. W$E.•SL06 124' 20' Ot 4` IP�r 1L. 1V N00-1� sel N 3•-32•p1• W 202.13• Vt• IPF ii • . •TOP My= vDOT `9S'P WTHN CONSTRUCTION AREAS r10H 6110ULD BE RESET BY A Cla UPOJ COMPLETION _ ���- OF CONSTRUCTION 30' STD CC. -II cG.> REMOVE 4 REPLACE EX CALAW AIL AS REO'D. Ex.a•ENDWALL Nv . labl m E.P. �BIGF7T DISTANCE SIGHT SIT DISTANCE n • GUARDRAIL \ � _-- �' T t�4G�EL U. E—BNCUR ROUTE ti ----- —_ ---- 02 MI TO RT.600 -.+_ NORrHUIESTGRA ESN PIKE �'- — — — — — WEST BOUND LANE S~ AADT rwm 2, -- �EOTED_SPEED 55 M.P.H. Y NV • 86.56 GUARDRAIL -a----.vim-u--_- - --- - - - - - x PHASE II RETANNG WALL I _ - REARED RATE PERMIT 17 / 'rYP QD I �I 0� g 4 I, I r• a Ik I I I I I I I I I I I I I �� irt' IRF a;m- AJL TO 1N N PLACE -- 20 10 0 20 40 SCALE: 1" = 20' C7 Z W w Z Z W NQN N Q W WM a c o� C Qo ee �I7 O En 5 W Ix W a a IRK A SMITH N0.002009 DATE: 9/03 SCALE: I- - 20' DESIGNED BY: CDR FILE NO. 2048 SHEET 5 OF7 05ION AND SEDIMENT CONTROL NARRAT PROJECT DESCRIPTION THE PROPERTY IS LOCATED IN GAINES50RO DISTRICT, FREDERICK COUNTY, IN "HAYFIELD" ON RTE. 50 WEST OF WINCHESTER THIS SITE 15 TO BE DEVELOPED AS SHOWN. SWM WILL BE TAKEN CARE OF BY AN ON -SITE POND. THE TOTAL PROPERTY CONSISTS OF 3.053 ACRES OF WHICH APPROXIMATELY 2.10 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THE BUILDING AND PARKING. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY PARTIALLY DEVELOPED AND CONSISTS MOSTLY OF PAVED AND GRASS AREAS. SLOPES RANGE FROM I TO 13 PERCENT THROUGHOUT THE PROPERTY. ADJACENT PROPERTY THE SITE IS BOUNDED BY RTE 50 TO THE WEST, AND BY RESIDENTIALY ZONED PROPERTY ON ALL OTHER SIDES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE WITH WASHRACK SHALL BE PROVIDED TO THE SITE FROM ROUTE RTE. 50. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE, VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER MANA 4EMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES INCLUDING THE POND/SEDIMENT BASIN SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHA-L BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDEO. IS TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY ANC' DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VESC-k - ra - �TIrLti» TANGENT PLAN ®r x,aAE stR. nlimm`�"lils.� m � a..s T rR° �BeaaNw�aN. SECTION �Aa sVivF.s�� BE uNR w wii `° aaRDN. TYPICAL PLACEMENT AT INTERSECTION RaaN WITHIN mDaN o< r+uCROSSWALK wIN ao . Ra NR.w /9N]sYYY � `°minim.. ROUREG EARS - T. m NO na � P Nm-Rwlx aF RAw HR wxww RNms .0 µoFASVowcPf°,wo FNG E(u R• wb as �1Rxalllors _ SECTION 8-8 uwrs aF Ervasra AacmaRrE soLwNR w.''A11icrosET°Ta'�iO1 u�owNwscnas ��aac°c7Tn«o"°�]a. PAm wc.r ewe _ _K�ssW1� F±�]�uR�""af_ . Ww w uwr wuR, w• NmRwls amP Nr oF�FRFr�.E: a E wa °rw�msr ` �. 1m �mucpRA uan Boni 9m of ]xL Rxw NAaA �. HlnvwRc wort 'inlrc�Dr�r is me`aro-'"wu�� Anc uluwm w wTuw '=F a As NR W 2 R, � mE�aAaaE fAD�`R.,N waaR .TaL„R,.I u�­ nrta (ACCESS FOR MOBILITY IMPAIRMENTS) m.m ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: ANIL_ Aft 6" PUTRA 3" CLOTN (OPILD (OPTLONALJ (DOWNSTREAM VIEW) TOOT YT COARSE AGCRRCATR FLOW ?'1 3" 2-10 ACRES OF DRAINAGE AREA: s FILTER CLOTH m'n-aa (OPTIONAL) T (DOWNSTREAM VIEW) VDOT it COARSE AGGREGATE FLOW CLASS I RIPRAP 3.20-1 5TONE CONSTRUCTION ENTRANCE Tm• n t A EXISTING PAVEMENT 3' FILTER CLOTH-,"'OINTABLE 6' MIN A 50i" (OPTIONAL.) SIDE ELEVATION EXISTWG 10, MIN 1` B WASHRACK GRDIA� i I IOPTIGNAL) I SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FlLL mILVERf TOE OF FILL _ FE]ICE ' msoNCE rs IF aDw L6 TGWAAD EMBINKYEM OPTIONAL STONE COMBINATION a.G IS fiOW 7' 2.5' V '1 A3. /357. 05. /5A CR /57 COARSE AGGREGI.TE CU55 I RWR/P IG REPIACE SNS FENCE W - H016FSHDE WHEN RC11 VEIDCffY GF FLDw aS EXPECTED SOWIC : ADAPTED Irani VDOT SlalWard SDMr am Va. DGWG PLATE 3.08-I .E laa„m >]� ENN R Wa NaI .E 'aeawn ar ,eeGc wR•a w aPACF. rEarn�DNu+R lui•L M '� Rwl -aU r REsmm 0 T Am�IT °1 8 a® A. 5 � � �rp� 1�N$�Og��r sue. FEc raan aml caxmrE E—�1 50-00 T�O iTWm yCVAYMa TWH4l wml Txe se�lNi r°Rmi a vaai"awla 'Wlm uart mmwm r IenGN —Tip, , ° Wsec wewr laa•a]oRs wie FnR mwewr m rl• e• .2 HP-1 M HAND CAPPER PARIING SPACE STANDARD VDOT N COURBE POSITIVE DRAW Im' MIN. AGGREGATE B TO SEDIMENT T TRAFFM DEVICE MUST EMEND HILL WIDTH OF D.IGRESB AND EGRESS DPERATIONPLAN VIEW ........��� _��� iFILTER CLOT,-, SECTION A -A IAN CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EX VATE A 4'Xe 2 STAPLE WIRE FENCING TO THE POSTS. TRENCH UPS LOPE ALONG THE GNE GF POSE. I 1 l f FLOW III III 4 3. ATTACH 1HE FlLTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. f]ACKFlLL AN. COMPACT THE EXCAVATED SOIL III FLOW - =III EXTENSION OF FABRC AND WIRE INTO THE TRENCH. MTIIER FABRIC t WIRE I --1 SOURCE: Ada led from EEa.aad+ ' PIATI. 1111-1 PIPE OUTLET CONDITIONS A A ado do PIPE DITT. TO FLAT AREA WITH NO DEFINED PUN VIEW CHANNEL L a ax SECTION A -A PaTeR cI.DTu IfRT IX ••-••: fRW1O6NGSG PoR @I11f18 PP.mEIXfBR Ri:��� �� �...,. �—t.+.W,1-:_� �iS•. _!tom :as V������.��'�%�i w.�.�i�.•1.. TIRE OUTLE T TO WELL DEFINED CHANNEL LAN VIEW r^'iAiT i�i'"jiT?�.!:� i =911III SECTION _ BASKET. 0 CONCRETE. 2. La THE LENGTH Or THE RU'RAP APRON AS CA=t"TED LESS THAN 6 INCHES. 1 ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MAST SUBMITTED FOR ACTUAL OETER11RATIO4 OF REQUIRED PAVEMENT SECTION THICICNESS PRIOR TO CONSTRICTION TEMPORARY DIVERSION DIKE Compacted Soil 18" min. —Flow I 4.5' min. ---•1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT SHALL MEET OR EXCEED 12 EXISTING PAVEMENT SECTION ON RT. 50. MAX. wr � CORE DRILL REQUIRED. 12, z� W K 4� Q —1� 0. VOA U w w w U VARIABLE TAPER I (SHOULDER TURN LANE 2" SM-2A 3" 5M-2 (ASPHALT) EX GRADE'-- 10" 21-8 BASE STONE PROP GRADE TYPICAL ROAD HALF SECTION NOT TO SCALE C13 Z_ Lu W Z WN o m N a nip I Q 7 ow Lb ov q W F� D � W E- d A U) F W Q U) O m 4 T 2 „ m wm w IRK D. SMI' No.022837 l2'15'0 0 0 0 Lu 5J i CO) rCl) � VJ Q 93 LL 6 0 E-a r4 F Qz O 0 O 2U c7 W Q �1 w DATE: 9/03 1 SCALE: N/A DESIGNED BY: CDR FILE NO. 2048 SHEET 6 OF 7 t ' OFF/c" 6. 1v),5,45v1,c F/Cou') j A-�rr w of s $7cP 72. ' ;. lzs/o < w�2 _ IM TAPfo"f, I I K 7? ! a 0 /OvV, to 85 80 75 90 85 80 75 TOP I00 YR 5 roRm DISC ACRES - 62.6 IBER I TH a 4' IA. CONCRE E ,U OUTLET RUGTURE „ To S WAYx8051 CAPACITY OF I'll"E=41.0 CFS ? Ex G DE �- ®6'36% POND OTTOM ,_10a GMP X 24" GMP 428% 10'-E _ _- I 2 I 0 10 20 30 40 50 60 SCALE: 1" = 10' HORIZ I" = 5' VERT ,3 TOP=91B3 70 80 90 100 2 OP•8550 pR op GR IOF os m '8??$ 6'-12�� ADS Q W oM iiK 10' r 9 > r yi mGOz AC, Lu 0 + 1 + 2 + 3 + 4 SCALE: 1" 50' HORIZ I = 5' VERT Hydrograph Report r,r„ tlraaa"ety.ag.Pu cr lnrr.w Hyd. No. 3 POND ROUTING Hydrograph type Reservoir Peak discharge = 4.70 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. .2 Reservoir name POND 1 Max Elevation = 80.01 0 Max. Storage = 0.199 ac6 sevms.dwa"n mwca wea. awwapoyepn Tuun.=stream H drog P ra h Discharge Table Y 9 Time Inflow Elevation CIVA CIvB CIVC CIVD WrA We WrC WrD Ex10 Outflow (h.) cf. a .1. cfs cfs cis Cie cle cis cfs cf. cfs 0.03 9.18 77.92 0.47 0 d3 --- - --- - - - - ---- 0.43 0.05 13.76 78.14 1.15 1.11 --- -- ---- - -- -- - 1.11 0.07 18.35 78-3 1.96 1.90 - -_ •-_ ---- -- --- --- 1.00 0.08 22.94 « Me 2.72 2.72 -- -- -- - - -- -- 2.72 0.10 21.M 78.95 3.27 3.27 ---- - - -- -- --- --- 3.27 0.12 19.12 7922 3.70 3.62 --- --- - - --- -- -- 3.62 a13 1721 0.15 1529 70.42 79.69 3.93 3.93 -- - - 425 4.18 - - - -- -- - - -- --- - - 3.93 4.16 0.17 13M 79.73 4.35 4.35 -- - - - -- - - 4.35 0.18 11.47 79.84 4.64 4.61 - - -- -- - - - 4.51 0.20 9.66 79.92 456 4.60 - - -- -- - - •-- 4.80 022 7.65 79.98 4.89 4.67 - - - - - - - 4.67 0.23 6.74 80.01 4.70 4.70 - -- - - - -- - 4.70 025 3.82 80cl « 4.70 4.70 -- - ^ - -- -- - 4.70 « 0.27 I.91 028 0.00 79.98 79.93 4.69 4.67 -- -- - 4.66 4.61 -- -- - -- - ---- --- - ---• - - 4.67 4.61 0.30 0.00 7937 4.59 4.54 --- -- - - -- -- --- 4.64 0.32 0.00 79.80 4.47 4.48 -- •- - - - -- -- 4.46 0.33 0.OD 0.35 0.00 79.74 79.68 4.37 4.37 -- - -- 4.30 4.29 -- - --•- - - - - -- -- - -- 4.37 429 0.37 0.00 79.62 4.28 4.21 --_ -- -- - - ---- -- 421 0.38 0.00 70.57 4.20 4.13 -- --- -^ -- -- --- ----- 4.13 0.40 0.00 79.51 4.09 4.08 --- --- - - -- - -- 4.06 0.42 0.00 79.45 3.09 3.98 - -- - - --- --- --- 3.98 0.43 0.00 79.40 3.90 390 -- __ - - .- -- - 3.90 045 0.00 0,47 0,00 7934 792E 321 3.81 •- - - 3.74 3.73 -- - - - -• - - - - - 3.81 3.73 �. 0.48 0.00 7924 3.71 3.65 - - -- - - -- - 3.65 a50 0.00 79.19 3.67 3.58 - - -- -- - - - 3.68 0.62 0.00 - 0.53 ago 70.14 79.09 3.57 3.61 - - - 3A8 3.44 -- - - - - --- - - - -- -- 3.51 3.44 OSfi ago 79.04 339 3.37 -- -- - - -- -• -- 3.37 0.57 0.00 79.00 3.30 3.30 - - - - - - •- 3.30 0.58 0.00 7d94 320 320 .__ .._ -. - .__ -. .._ 3.90 0.60 0.00 7898 3.11 3.11 3.11 0.62 0.00 78.84 3.02 3.02 - - - - -- - --- 3.02 0.89 0.00 _ 0.65 0.00 78.79 78.75 2.94 2.04 - - - 2,95 2.86 -- -- --- - - - - - - -- - 2.94 2,85 C-Arr esornsopage Hyd. No. 3 POND ROUTING + 5 SWM INFORMATION SITE AREA • 3.053 ACRES ONSITE PRE -DEVELOPED IMPERVIOUS AREA - 089421 ACRES Cal Pre a 052 CW Poet • 0,85 C2re ONSITE 2YR 3053 X 052 X 530 = 8.41 CF5 (5 MIN) Cpre OFFSITE 2YR = 430 X 050 X 5.30 = 11.40 GFS (5 MIN) Clore TOTAL 2YR TO POND • 19BI CF5 (5 MIN) Cpre ONSITE 10YR 3.053 X 052 X 6B0 1080 CF5 (5 MIN) Cpre OFFSITE 10YR • 430 X 0.50 X 620 = 14.62 CFS (5 MIN) Clore TOTAL IOYR TO POND - 25.42 CF5 (5 MIN) Cpoet ONSITE UNDETAINED 2YR = 0.5(094 X 0.52 X 530 = 151 CFS (5 MIN) Cpost ONSITE UNDETAINED 10YR = 0.5694 X 052 X 6B0 = 2.01 CFS (5 MIN) ALLOWABLE POND DISCHARGE CPost 2YR - 8.41(Pre) - 11.40(Pre) = 19B1 - 151(Post Undetained) = 1814 CPS (5 MIN) Cpost 10YR - 1080(Pre) - 14b2(Pre) - 25.42 - 201(Post Uncletained) • 23.41 CF5 (5 MIN) OUTFALL NARRATIVE 2 - Rational .2 Yr - Qp as 22.94 cfs 25 2tf ,Err 15 f7 10 5 0 0.0 1.8 3.6 5.4 T2 9.0 10.8 12.6 14.4 16.2 18.0 Time (min) / Hyd. 2 2 YR POST INFLOW THIS SITE HAS THREE SEPERATE POINTS OF STORM WATER DISCHARGE. THE FIRST BEING THE UNDETAINED AREA AT THE NORTHWEST SIDE OF THE PROPERTY. THIS AREA SHEET FLOWS INTO AN EXISTING DITCH WITHIN THE RIGHTS OF WAY OF ROUTE 50 AND IS THEN CONVEYED UNDER ROUTE 50 WITHIN AN EXISTING 16" RCP OF ADEQUATE CAPACITY. SECOND, THE MAIN PORTION OF THE SITE SHEET FLOWS INTO THE PROPOSED DENTENTION POND, WHICH THEN DISCHARGES INTO AN EXISTING DITCH WITHIN THE RIGHTS OF WAY OF ROUTE 50 AND IS THEN CONVEYED UNDER ROUTE 50 IN AN EXISTING 24" CMP OF ADEQUATE CAPACITY. THIRD, A SMALL AREA OF UNDETAINED STORM WATER AT THE SOUTHEASTERN SIDE OF THE PROPERTY SHEET FLOWS INTO THE EXISTING 24" CMP OF ADEQUATE CAPACITY AND IS THEN CONVEYED UNDER ROUTE 50. THE POST DEVELOPMENT 10 YR STORM WATER DISCHARGE FROM THE SITE 15 A TOTAL OF 8.16 CF5. THIS IS A REDUCTION OF 1525 CPS FROM THE ALLOWABLE 10 YR 51TE DISCHARGE. THEREFORE, NO DOWNSTREAM ADVERSE IMPACT SHOULD OCCUR, AND IN OUR OPINION, WE HAVE MET ADEQUATE OUTFACE REQUIREMENTS. FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COE'FF. C CA INLET TIME MIN. RAINFALL INTFT!S1TY I.N. RUNOFF Q C.F.S. EL��11 TT 7'IONS PER OWER LENGTH FT SLOPE FTIFT DIA IN. n CAPACITY C.F.S. Actual Vcl to Pipe FPS FLOW TIME SEC. REMARKS INCREM. ACC( 3 2 .39 0.50 0.20 0.20 5 6.R0 1.33 86.00tL79.92 189 0-0322 12 0.013 6.5 5.5 2 1 - - 0.20 5 6.90 1.33 79.7278.25 96 0.0150 12 0.013 PNa1 tlttlwgt¢u try 1rYrtaNs Hydrograph type = Reservoir Peak discharge = 6.15 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = POND 1 Max. Elevation = 80.57 8 Max Storage = 0.263 ac0 star-ya mdc.a0n a.x=o.ea Ouas. hlmaPaah w4m.. ea4s.w Hydrograph Discharge Table Time Inflow Elevatkn C1v A Clv a CIv C C1v 0 WrA Wr a -Wr C Wr D Exhl Outflow (hrs) cts If cfs cfs cfs I. cfs .1. cfs cfs of. de o.03 11.80 78.00 0.65 0.65 - -- -- -- -- 0.65 0.05 17.70 7823 1.43 1.40 - • -- ---- - -- - - - --- 1.40 0.07 23.60 78.53 2.44 2-39 - -- - - ---- - -- 2.39 0.08 29.50 « 78.92 3.16 3.16 -- - ---- -• ---- -- -- 3.16 0.10 27.04 79.28 3.73 3.71 - -- --• •- -- -- -- 3.71 0.12 24.58 79.58 424 4.15 - -•- •-- - -- - -- -- 4.15 0.13 22.13 79.85 4.55 4.51 - - -- -- - _.- - 4.51 0.15 19.67 80.07 4.79 4.79 - - -- --- - - - 4.79 0.17 1721 0023 5.03 4.96 - - -- --- - - --- 4.98 0.18 14.75 80.37 5.15 5.15 - - -- -•- -- -- - 5.15 020 1229 80.47 5.31 5.28 - - - - -- - -- 526 022 9.83 80.54 5.80 5.25 - - 0.50 --- - ---- - 5.75 023 7.38 80.57,< 8'IS 5.22 - - 093 - - -- - - 6.15« 0.25 4.92 80.57 6.18 522 - - 0.93 --- -•- --- - 6.15 0.27 2.46 80.54 5.85 5.26 - -- 0 56 - - - - 5.81 0.28 0.00 80.49 535 528 - -- - --- - --- - 528 0.30 0.00 80.42 524 5.21 - - - --• - --- - 521 0.32 0.00 8136 5.14 5.14 - --- --- ---- - - - 5.14 0,33 0.00 80.30 5.06 5.08 - - -- ---- - --- - 5.06 0.35 0.00 80.24 5.03 4.99 --- - -- ---- --- ---- -- 4.99 0.37 0.00 $0.18 4.97 4.92 - - -- --- --• -- --- 4.92 0.38 0.00 60.12 4.86 4.85 -- - - -- - -- --- 4.85 0.40 0.00 80.06 4.77 4.77 --- --- --- -- - -- --- 4.77 0.42 0.00 80.00 4.69 4.69 - --- --- - - -- -- 4A9 0.43 0.00 79.93 4.60 4.61 -- -- - -- - -- - 4.61 0.45 0.00 79.87 4.59 4.54 - ---- -- -- - •-- - - 4.54 0.47 0.00 79.61 4.47 4.47 - - - --- -- -- -- 4.47 0.48 0.00 79.75 438 4.38 -. - - _.__ -. .- - 4.38 0.60 0.00 79.58 4.30 429 - -- -- - -- - - 429 0.52 0.00 79.63 428 4.21 - -- -- - -- - - 421 0.53 0.00 7957 421 4.13 -- - -- - - - - 4.13 0.65 0.00 79.51 4.10 4.06 -- - -- -- - - - 4.06 0.57 0.00 79.45 4.00 3.98 - - -- - - - - 1" 0.68 0.00 79.40 3.90 3.90 - - _- - _- - .- 3, go 0.60 0.00 79.35 3.81 3.81 - -- --- - - - - 3.81 0.62 0.00 7929 3.74 3.73 - -- -•-- - -- - -- 3.73 0.63 0.00 0.65 0.00 7924 79.19 3.71 3.67 3.66 - 3.58 -- -- - - - - ..-- _... -- -- _.- 3.66 3,58 Conti -"On heal page Paq l e/ar. "vaaww. by IriYWr No. 3 ) ROUTING lgraph type = Reservoir Peak discharge = 14.07 cis I frequency - 100 yrs Time Interval 1 min r hyd. No. 0 2 Reservoir name = POND 1 Elevation o 81.06 ft Max. F:arage = 0.320 soft uldrauon rnamaawM Outllaw hrsaevan v.uw-DA20aat Hydrograph Discharge Table Time Inflow Elevation C1v A Ova Clv C Clv D WrA Wr 8 Wr C Wr D FAil Outflow (hrs) ate rt cls at. at. d. .1. cis .1. da ate cta 0.03 16.04 78.07 0-02 0.89 - -- 0.82 0.05 24.06 7037 1.96 1.90 ._ ... - 1.90 0.07 32.00 7IL79 2.93 2.03 -- - - 2.93 OM 40.11 « M28 3.73 3.71 - - - - - -- 3.71 0.10 35.77 79.76 4.40 4.40 _ .._. ----- - -.- - 4.40 0.12 33A2 $0.16 4.95 4.90 - - -- -- - 4.90 0.13 so" 80.49 5.35 5.26 --- ..... ---• - -•- --- 5.28 0.1E 28.74 80.76 0.66 4.32 525 - • 9.58 0.17 23AO 60.92 13.14 L32 - 10.83 -- -- - - 13.14 0.18 20.05 81.01 13.85 1.73 --- -- 12.12 ---- ---- - 13.85 0.20 16.71 81 As 14.03 1.60 --- 12A3 --- ----- -- --- 14.03 022 13.37 at As « 14.07 1.57 -.. -- 12.50 -- ----- -- 14.07 « 023 10.08 81.04 13M 1.84 -- ---- 12.34 --- --- -- ---. 13.98 025 8.60, 80" 13.70 1.85 - -- 11.85 -- -- - --- 13.70 027 3.34 BOAS 12-73 2.60 - - - Ill 13 -- --- - - 12.73 028 0.00 80.77 10.03 4.15 - 5.88 - - 10.03 0.30 0.D0 80.66 7.67 4.91 - 2.76 -- - 7.67 032 0.00 80.57 6.22 521 • 0,98 -- 8.19 0.33 0.00 Saw 5.40 620 -•-- 0.D4 -•- ..- - 5.33 ass 0.00 80.44 528 623 ... --- -- -- 5" am 0.00 8037 6.16 5.16 ---- ----- --- ---- -- - --:.::. --^- 6.16 am 0.00 80,31 9.07 6.D7 -- __, ..... _ . _._ am 0.40 0.00 80.25 9.04 5.00 _ _. __.._ .-. __ -.:.- 5.00 OA2 0.00 sale 4.99 4.93 -- ----- ._.. .... ----- ...,_•. -_. 4A3 OAS 0.00 80.13 4.89 4.87 ---- ----- --- _... ____ __.>.. •,._ 4.87 0.45 SAD 80.07 4.79 4.79 -- --- --- --- -- 4.79 0.47 0.00 80.01 4.71 4.71 - •-- -- - -- 4.71 0A8 0.00 79.95 4.87 4.63 -• -- - - 433 OAD 0.00 79M 4.62 4.55 - --- - 4.55 0.52 0.00 70.82 4.60 4AB --: - -- _._ ..._ -... - _ 4.48 0,53 0.00 79.76 4.40 4.40 - - - -•- - 4.40 0.55 0.00 79.70 4.31 431 -- ---- --- -- -- 431 0.57 0.00 7934 428 423 _ - _.. _._ _.- - _ _ 423 am 0.00 79M 423 4.15 __ ----- _- - - _ 4.15. 0.80 0.00 79,52 4.12 4.a8 - _... ._.. _._ .___ _ 4A8 0.62 0.00 711,47 4.02 4.00 ---- ----- ... ..... ----- _ -.._ 4.00 0.63 0.00 79AI 3.02 3A2 -.- _.._. -.. _._ ..... _ --- ----- 3.92 0.86 0.00 79.36 3.83 3.03 --- --• -•• --- - -- ---- 3.83 Continues on next page, Reservoir Report Pe i i Reservoir No. 1 - PondA tN4rsaarr HybagapMWka.a"h1 Pond Data Pond storage Is based on known COMO.r areas. Average and area method used. Stage r Storage Table "arsla tat e.mm 00-car.=ur.w WW "mar. alaraw W.) . Tatal.arrae Uat4 om o4a Tam tA0 ].SBS 0 0 Am 2m sUe a,as O o 0 0 aso 82m m s� n 0 -CuNea / ordlce struclaras -weir S"..res W (81 -4 (CI IDl LAI (Bl tcl [01 -Chest -tan 1211 cpa„m = 18.0 tzA 0.0 aD oo no lean =$0. Om Dm 0m crw El.e . rate o.m nm om No 9artls 1 0 0 war Ccea. = 3.33 nm Am 0m mwn Eta =nm nm Om O.m -Ty, - - L.W.00 a -.0 abpe% =72T 0.0 0.n aw6-sense = Yaa Ile fb !m N- .ua = At3 .tits .ohm rap nm Yn taawsug stag. . om 0.m . as no m.,e=Q a..-om:rNsga Taw,.. Eav=o.ma Stags / Storage I Discharge Table .all. starq ElevYloo CNA -CNa -CIVC CND WrA wra -Wrc Wr "a. Tod e aQe 0. ra "om 'am eb W m .a ch cis vaD eb cis nm nm 0 Tam om 240 i.� ].m a elm tam 4A0 O a2m 1e.m _ Om _ 12M _ _ lata t 9, a Lip 1 e2m 17n O.m - - 1].31 -, 17M 1 A6 1 -Rational - 2 Yr - Qp se 18.64 cfs 0r I I I I I 1 1 1 P 0.0 18 36 64 71 Qn lnk 1111 14A 1R7 19 Time (min) / Hyd. 1 2 YR PRE INFLOW 4 a. 11 1 11 t t t 10 YR POST HYDROGRAPH 100 T K t-U v I H T L)KC Kat</1t-<H STAGE - STORAGE POND 1 5 4 �W 3 7fi 2 1 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Storage (a c0) z O (n 5 W a F A C'3 Z Uj W Z_ W N 0 0 m m CV a Q m m f1 .�ow m 0 0 ZU)N W o, 0 LL u P e G � O0 {+ w m No.022837 I Lt, U1, a■ q o E- E-1 � E O O U W z ( a Q � � (L E� W `ram^1 U a rn U q 0 "�1 W DATE: 9/03 SCALE: N/A DESIGNED BY: CDR FILE NO. 204.8 SHEET 7 OF7 Qr,y,--I S,SnccG Sib Plna wlt, �eiuwec� `.171 - 9 L'FlADFlr,e �! 4Zn i40 HAYFIELD ASSEMBLY OF GOD FELLOWSHIP HALL RENOVATION CODE DATA: 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF VA IGG/ANSI All7.1-2009 USE GROUP: A-3 ASSEMBLY CONSTRUCTION TYPE: V-Bo 60MB05TIBLE, UNPROTECTED AREA LIMITATION: 6,000 5F/FLOOR ALLOWABLE BUILDING AREA: l pt» I GENERAL I CIVIL SHEET G5.1 COVER SNOT INCLUDED G5.2 E&RE55 PLAN Frederick County, Virginia CODE INFORMATION HEIGHT LIMITATION: ONE STORY, 40' MAXIMUM HECvhil BUILDING HEIGHT: EXI5TIN6 TO REMAIN NUMBER OF OCCUPANTS: BASED ON TABLE 1004.1.2; FELLOWSHIP HALL: 1,203 SF/IS NET 5F PER OCCUPANT= 80 OCCUPANTS KITCHEN: 323 5F/200 6RO55 5F PER OCCUPANT=2 OCCUPANTS 82 OCCUPANTS TOTAL BASED ON TABLE 2g02.1: &2 OCCUPANTS (41 MALE + 41 FEMALE) EXIT REQUIREMENTS: 200' MAX. TRAVEL DISTANCE (TAE3LL 10162) 2 EXITS REQUIRED, 2 PROVIDED (TABLE 1021.2) FIRE RATING: ALL TYPE V-B BUILDING ELEMENTS PER TABLE 601 • PRIMARY STRUCTURAL FRAME O HR. • EXTERIOR BEARING WALL5 O HR. • INTERIOR BEARING WALL5 O HR. • NONBEARIN6 WALLS t PARTITIONS O HR. • FLOOR CONSTRUCTION t A550CIATED SECONDARY MEMBERS O HR. • ROOF CONSTRUCTION d A550GIATED 5FGONDARY MFMBFR5 O HR. FIRE PROTECTION: FIRE EXTIN6UI5HER REQUIRED EVERY -75' INDEX OF DRAWINGS STRUCTURAL ARCHITECTURAL 5.1 FOUNDATION PLAN, A-1.1 FLOOR PLAN'. SECTION, NOTES A-1.2 LIGHTING PLAN A-2.1 ELEVATIONS A-2.2 INTERIOR ELEVATION:, A-3.1 SECTIONS A-4.1 DETAILS lad-111-0 PLUMBING FIXTURES: I I F'L REQ'D. PROVIDED WATER CLOSETS 2 2 LAVATORIES 2 2 DRINKING FOUNTAIN I I UTILITY SINK ADA COMPLIANCE: ACGE55113LE PARKING TO BE PROVIDED ACCESSIBLE ENTRY INTO BUILDING TO 13E PROVIDE[' PATH OF TRAVEL TO COMPLY DOOR HARDWARE TO BE IN COMPLIANCE PLUMBING MECHANICAL NOT INCLUDED NOT INCLUDED PROJECT CONTACTS OWN R HAYFIELD A55EMBLY OF GOD OWNER'S REPRESENTATIVE DENNI5 BROOKSHIRE ARCHITEGT ARCHITECTURE DESIGN CONCEPTS, P.G. TIM MACHADO, AIA STRUCTURAL EN6INEE RUGKMAN ENGINEERING, PLC RICHARD RUCKMAN, P.E. ELECTRICAL NOT INGLUDED 0 O CD LL J cv O J E Q rn J = > U) U) o (f) -�: (-) Q O .� J _0 -j LU 0) W_ LL L.L LL Q J � F I y -i-• • JOex071&3 ffl 12. 2018 S2 lrww Doann•rvr Sdwrrwtc Drw•gs, PraYmrwry Drw.W.. a workaq omwm •, of W Sp•Mrufi— w the Property of ArcnMcu,r. D.w Cono•pf• PC rW may M D• ub" repro —d. or WIa•E .W-t m• espna• —� Ard w 1 of M•dv D-W 'ono", RC RVASIONS- COVER SHEET CS-1 EGRESS PLAN G5' GALE 1/4"=I'-O" 0 O CD w J O J 'E Q Q' J = > U) m o m Q O .9 J w a) w11Li Q EGRESS PLAN CS.2 14IV — tl0 *_1A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - uL--------- --------------------------------------- --- --, r--------------- I I II II I I ! II I I EXIST WOOD POSTS. I II II II II II II I I I I I I i I I I I I 6 OC. TYP I I I I I I I I I I I I II II II II II II II II II II I I I I I I I I I I I I FJ(IST KITCHEN I I I I I I I I I I I I I I I I I I I \ EXIST CONIC SLAB I \ I I Y I I I I I I I I I II II II II II I I I I I I I I I I I I I I I ROOF I I ADDN I i I II II I I I I I I Eo Eo I II II I I I I I I I NEW ROOF ADO. 1.011E I u l I I I I II II L--------- Ir / \ ------ EXIST BLOCK WALL 6 FTG EXIST ROOF PROFILE LUS210-2, RAFTER 6 CEILING JOISTS 2x6s W 16 OC 12)'IT 0 BOLTS, TYP NOTCH W 3N9 ITN' FOR-/ (?I 2x10 BEAM (2) alOc-"-" P T. 6.6. TYP POST BASE ABU66, TYP 1 NEW 32'x37x24' DEEP CONC FIG, 2 PLACES NEW ROOF ADD PITCH 8 OVERFIANGS TO MATCH EXIST I _ RAFTERS 6 CLG JOISTS I I aeN N� 'S. NEW 37x321Q4' DEEP CONC FIG b I I T$ SAWCUT 6 REMOVE 6' OF SUB. ALL AROUND NEW 12' CONC WALL u NEW 16x8' DEEP CONTIN CON. FIG UNDERPINNING. INSTALL BETWEEN WOOD 32, POSTS NOTEEXCAVATE 6 POUR EVERY OTHER SECTION OF FIG UNDERPINNING AT A TIME f OMAWN PLAN SCALE IRA - V-W d ( (ION A -A SCALE 3ff - I`W CONC SLAB 4-1 A NEW CONC FIG, 1$ WIDE. 2A' DEEP :TUNE BLOCK WALL BEYOND GENERAL REQUIREMENTS: CARPENTRY: z0 1 WOW PEI*OHMED SHAI L COMPLY WITH THE FOLLOWING LUMBER ONADE O A. THESE (iE NERAI NOTES UNLESS OTHERWISE NOTED ON PUNS OH 1 AL 1 I UMBER SHAI I BE UNLESS OTHERWISE NOTED, (R (•J Q SPECIFICATIONS NO 2GRADF. HEM FIR VATH THE FOLLOWING MINIMUM ALLOWABLE STRESSES AND MODULUS OF > Z B ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND ELASTICITY. LL O O g REGULATIONS A EXTREME FIBER STRESS FD - 1150 PSI cr- z C IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS B HORIZONTAL SMEAR Fv - 75 PSI JM LU METHODOLOGY. THE CONTRACTOR SHALL BE BOUND TO PERFORM cr IN STRICT COMPLIANCE WITH MANUFACTURERS SPECIFICATIONS ANDIOR RECOMMENDATIONS C COMPRESSION PERPENDICULAR TO GRAIN Fcll - 365 PSI W Z 2 ON Si VLRII K:A71O W OF ALL LXMLNSKNiS AND CONDITIONS SHALL ' 12 J BE THE NLSP(NN: BlUtY OF tHI GENERAL CONTRACTOR AND HIS O MODULUS OF ELASTICITY W i! O �l SUBCONTRACTORS NOTED DIMENSIONS TAKE PRECEDENCE OVER E 'IA00.000 PSI V, U SCALE 2 HEM FIR MAY BE SUBSTITUTED, SUBSTITUTED U�)Y l Y 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT SPECIES SHALL MEET OR EXCEED REO(AREMFNPI Q a- U THE JOB UNLESS OTHERWISE NOTED OR SHOWN NOTED ABOVE A. DISCREPANCIES THE CONTRACTOR SHALL COMPARE AND 3 MOISTURE CONTENT ALL LIMBER 6' ARO ULLPLH _j / /S LLI v J COORDINATE AIL DRAWINGS, WHEN IN THE OPINION OF THE SHALL RAVE A MOISTURE CONTENT NOT GREATER w Q CONTRACTOR. A DISCREPANCY EXISTS HE SHALL PROMPT LV THAN 20%. AIR DRIED L DINNER IS DESIRED BUT NOT w REPORT IT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH NECESSARY LUMBER MAY BE -t N DRIED, HOWEVER LL THE WORK_ DRYING PROCESS MUST BE St OW AND REGULATED O LL TO CAUSE A MINIMUM AMOUNT OF CHECKING, r J 6. OMISSIONS IN THE EVENT CERTAIN FUTURES OF THE COMPARABLE WITH AIR DRIED STOCK Q J CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS THEIR A ALL EXTERIOR LUMR AND LUMBER IN CONTACT BE = LU CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR WITH MASONRY OR CONCRETE SHALL BE PRESSURE LL SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED PRESERVATIVE TREATED IN ACCORDANCE WITH 6 THE DESIGNER Wit NOT BE RESPONSIBLE FOR AND WILL NOT HAVE AWPA STANDARDS Q IIIO CONTROL OVER CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEOUE LACES. OR PROCFO RES. OR FOR SAFE TY PRLCAUTIONS AND JOIST HANGL RS O PROGRAMS IN CON ECTION WITH THE WORT(. AND WALL NOT Of N 1 ALL PURLINS. JUIS7S AND BEAMS NOT FRAMED OVER 4xt e S U a j RESPONSIBLE FOR TI/E FAILURE (N T11E CUWi OR HIS ON ANYONE PERFORMING: ANY SUPPORTING MEMBERS SMALL BE SUPPORTED III O w Idi IR CONTRACTORS, SUBCONTRACTORS, OF THE WORK TO CARRY OUT TIE WORK IN ACCORDANCE WITH MEANS OF JOIST MANGERS C7e U < ,p THE APPROVED CONTRACT DOCUMENTS 2 JOIST HANGERS SHALL BE'SIMPSOM UNLESS OTHERWISE NOTED OR AN APPROVED EOUAL 2y2yb Z 7. DESIGN LOADS ROOF DEAD LOAD 1 I PSF COLLATERAL 3 PSF BOLTS IN )COFRAMING W D Y¢ - i a ; g w (3 ROOF SNOW LOAD 30 PSF I ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD = _ U, 9 WINO LOAD 90 MPH EXPOSURE Ir PER IBC CODE. MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS 2 STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS. n CONCRETE/FOUNDATIONS: A ,2ANDS$ $oeoLTs 2,;.'SQ.S V B 3A' O BOLTS 2 SW SO.. 506 �7 CONCRETE N .� 3 EACH BOLT HOLE IN WOOD SHALL BE DRILLED 5116' 1 THE CONCRETE PROPERTIES SMALL BE AS FOLLOWS URGER THAN DLA OF BOLT r_, LAG BOLTS FOOTINGS IAA MN COMP STRENGTH AT 26 DAYS - 3000 PSI 1 SHALL BE SOUARE HEADED AND OF STRUCTURAL z a > N O MIN AGGREGATE SIZE - 112 1 GRADE STEEL N,-y ♦ 0 c� ID 0 SLUMP - P .1 Ip C 2 WASHERS SHALL BE PLACED UNDER THE HEAD OF `J u e j X 2. CONCRETE WORK SHALL CONFORM TO ALL REOLXREMENTS OF LAG BOLTS BEARING UG WOOD m LL ACI 31S AND ACI 301. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ALTERING STRUCTURAL MEMBERS f.a t m O m � �N 3 ALL REINFORCEMENT ANCHOR BOLTS. PIPE SLEEVES AND OTHER t NO STRUCTURAL MEMBER SHALL BE OMITTED INSERTS SHALL BE POSITIVELY SECURED IN PLACE BEFORE NOTCHED, CUT BLOCKED OUT RELOCATEDN ` CONCRETE IS PLACED THE WITHOUT PRIOR APPROVAL BY TILE ENGINEER DO ♦ ; NOT ALTER SIZES OF MEMBERS WITHOUT APPROVAL m ; FOUNDATION of ENGINEER BUILT UP BEAMS a 1 FOOTING DEPTHS ARE SHOWN ON THE SECTIONS UNLESS N OTHERWISE NOTED FOOTINGS SMALL BEAR A MINIMUM OF 1 V 1 BUILT-UP BEAMS OR JOISTS FORMED A MULTIPLE 1--J INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 26' BELOW N 2 G MEMBERS SHILL BE INTERCONNECTED AS FINISHED GRADE WHERE REQUIRED. STEP FOOTINGS 70 A RATIO F FOLLOWS. OF 2 HORIZONTAL TO I VERTICAL. A MEMBERS 9 1H' AND LESS IN DEPTH. INTERNAL 2 WHERE CONDITIONS DEVELOP REOUIPoNG CHANGES IN W/2 ROWS t0U AT 37 O C STAGGERED F1i EXCAVATIONS. SUCH CHANGES SHALL BE MADE AS DIRECTED BY THE ENGINEER. B MEMBERS GREATER THAN 9 I; A' IN DEPTH OR - MULTIPLE 3.6. THRU-BOLT WITH 1,7 DIAMETER 3. ALL FOOTINGS EXCAVATIONS SHALL BE INSPECTED BY THE MB AT 24' O C. STAGGERED BUILDING OFFICIAL PRIOR TO THE PLACING OF ANY CONCRETE THE BUILDING OFFICIAL SHALL BE GIVEN NOTICE FOR THIS NAILING OBSERVATION t. ALL NAILING SHALL COMPLY WITH IBC CODE, LATEST A. SOIL INVESTIGATION AND REPORT ALL EARTH WORK, COMPACTION EDITION AND ALL STATE AND LOCAL BUILDING AND SUPERVISION SHALL BE DONE PER RECOMMENDATIONS OF CODES SOIL INVESTIGATION REPORT CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON A 3000 PSF VALUE. IF ON SITE TEST BORINGS INDICATE LESSER VALUES, NOTIFY ENGINEER SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. TIDE OoaFIIKO(S� S ANCHOR BOLTS INSTALL AS PER MFG RECOMMENDATIONS 17 FROM CORNERS AND INTERVALS OF NOT MORE THAN FOUR FEET D'FP PnYI.I.v BI�. a NbNq D-,P."sp. .4.0.y-M pw" A k* mn F1Ipr..V .E .Try M 0. DUO. Ig_ . wbw.mw h NIpI�1 MILn fTIKN J RIIW A ksk IIn PE REVISIONS FOUNDATION PLAN, SECTION & NOTES S.1 GE.NIER _' -WIL5 I AC CONTRTOR I-i TO OBTAIN ALL PERMITS, I1415KC.Tl(*' AND GERTIFIC.ATE5 NECESSARY FOR OGCAUPANCY BY OWNER U NO ALL WORK 5HALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES, LAW5. RILES, AND REGULATIONS OF ALL GONI, TITUTED AUTNORITIE5 HAVING .LRISDIGTION 2 CONTRACTOR SHALL. FURNISH ALL LALiOR AND MATERIALS AS REGUIRED TO COMPLETE ALL ITEMS INDICATED ON THEME DRAWINGS 3. ALL SUBSTRATE SURFACES ARE TO BE PROPERLY PREPARED TO RECEIVE FINISH MATERIALS. SUBCONTRACTOR 15 NOT TO APPLY FINSHFS UNTIL 5UE TRATE SURFACE IS SMOOTH, DRY, AND - READY TO RECEIVE MATERIALS AS SPECIFIED IN MANIFAGTURER5 YRI TTEN I1415TRLICTION5 FOR INSTALLATION` OR APPLICATION ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH CODE REQUIREMENTS. 4 DO NOT SCALE THESE DRAWING5 S. GONTRAC.TOR 5 HAL.L FURN15H OWN TRASH DISPOSAL AND Y RECYCLE MATERIALS YIENEVER POSSIBLE. 6 CONTRACTOR SHALL PROVIDE FINAL- GLEANING OF ALL 5PALE5 UPON CC)PPLETION OF WORK SPACES. REMOVING OUSTDEB , DEBRIS. OILS. STAINS, GLAS5, FINGERPRINT5. AND LABEL 5 FROM EXP05FD SURF AGES, CEILING. DAMP N'IOP AND POLISH VCT. TILE PER MANUFACTURERS SPECIFICATIONS. 1 PROVIDE (U ONE YEAR WARRANTY OF ALL WORKMAN5HIP FROM DATE OF SUBSTANTIAL COMPLETION 8 CONTRACTOR TO PROVIDE SHOP DRAWING-h FOR ALL MILLWORK AND GA5EAORK- DOORS AND "NDOH5. 9 PROVIDE BLOCKING AS REQURED FOR ALL ITEMS BEING SEGl1RED TO WALL5. INCLUDING. BUT NOT LIMITED TO, MILLWORK, PLUN'BINIG FIXTURES, LIGHT FIXTURES, &RAB BARS • EOUIPNENT. 10. CONTRACTOR TO BE RESPONSIBLE FOR COORDINATION OF INSTALLATION OF ALL OV4ER PROVIDED EQUIPMENT INGLIIDINLG TELEPHL-kC AND DATA SEE 5NEET A-11 FOR AL.GE551BLE RE57ROOM STANDARDS 12 INSTALL ALL MATERIALS INAGGORDANGE IV MANUFACTURES IN51"R14TIO1,45 A-0.I A-3.1 3 4 3 A-7.1 aL. l._8�-- T•_8v--_ 243.2 AIR 8NO PAIR TH25310 (A) °ni G \J AT TIC 1 AGGESSI O n °O PAIR TH28310 PAIR IW2831:i -Gl I•ELLQW5HIPI�L,D, 0 IL ROD 4 SHELF - OI PAIR Tv12831e AIR TW2�0 I I I 1 NEW C.ONGRETE PAU 1 . SIDEWALK �... 1 1 LOORPLAN L-_l-___-_-1__ J w" GALE 1/4"=1'-0" 1 A-2.1 1 —1 A 3._-__ z 54• IN �Y (1 MIN II(III'' 12' MAx 0 I _ 12• MIN r �'-�- 24' MINJL z c � \ z _ 36' MIN <.LEAR F m = I rt1 N I I I -25• — J raLET v T,�, —PER —48• MIN— T 5 yL�l�DE HALL BACK HALL y (,I F�RtL�J'�.L� ' ",dSA FSA E Ai T �LQjE.:RT RR GL jE Tj� 6 - `�A�B j1AS'Z` AT _ 4E•'R CLI ILGIE ¢BAt3 BARBS 61 �`1T R GLER GLOP TS LAVATj.Ay�TQRY GLEARWES TYPICAL CLEARANCE DETAILS A-r GALE 3/a ' '-O., BOARD . BATTEN - SIDING --- 2Xb 5TUD SHEATHING H/ WALL M015TUFZE BARRIE BATT INSULATION - -5/8" GYP. BD ____ 2X4 STUD WALL - 50UND BATTS 5/8" GYP. BD BOTH 51DE5 SHEATHING YV MOIS I URE 2Xb STUDS BOTH 51DE5 BARRIER EXISTING 5/8• GYP. BD WOOD POST WALL TYPE[(_J HALL TYPE WALL TYPE n3 3 WALL TYPES """ _ GALE:Y2"=1'-O" KNEE GLEARANGE GEARC I EAR FLOOR `DACE AT LAVAIORIESAT/AVA10L SHEATHING ✓�: MOISTURE BARRIER -- EXISTING GMU WALL HAI L LYPF [4.1 NLARGED RESTROOM PLAN "I' . ALE:Y2"=1'-O" \\ F(Llf'MFN1 Fb w (A)/RI FRIGR EATOR mo�d> FRFEIEK I (G) RESIDENI RESIDENTIAL RAGE 0 STAINLESS 51LEL DEEP YELL 51WC (0 HVLO WATER COOLER /-Jl SE (F )RVILE — K'Y�IE 5YMbOIIEGEND ❑ r/ALL TYPE C) KEY NOTF OWINUiIW O .XX.R OINDICATE-5 FLOORING FINISH INDICATES FLOORING TRAN5ITION PROVIDE TRANSITION STRIP BY SCHLUTER OR APPROVED EQUAL CUGLIQtY1ECREND OPAIR OF 1`I^128310 AMPER5044 TTr W SCREEN (HCMF DEPOT) i : W?432 A14Q1 115014 Lfl W/ SCREEN (HOME DEPOT) DOOR IEGEND OPAIR OF 3060 .ELD-YEN STEEL DOOR W/ FULL LITE INSULATED GLASS KIT YV CLOSERS ENTRANCE LOCK5ET. PANIC. WARE YV HARDDECORATIVE FAA_LS (HONE DEPOT) O3080 .ELD-YEN STEEL DOOR W/ FULL LITE INSULATED GLASS W/ CLO5ER . ENTRANCE G LOKSE 7. PANIC HARDWARE NV/ DECORATIVE FULL (HOME DEPOT) INTERIOR COWL-151TE DOORS PRIVACY LOCKSET • LEVER TYPE HARDWWRE ®INTERIOR LOMPOSII DOORS STORAGE LOCK5ET • LEVER TYPE HARDWARE KFY NQIE 5YM30L LF&LNV, INDICATES INFILL WINDOW/DOOK INDI6ATE5 NEW WALL FINISH SPECIFICATIONS FLOOR EIN15FE5 VT-1 COMMERCIAL GRADE INTERL.OGKING LAMINATE FLOORS AS SELECTED BY OYIiER SIZE. 1'X3' NLARGED RESTROOM PLAN (O J I`LI `- O J Q Q� _j it L C Lu '^ �•/) (�^^ vJ O Y Q Q J O I J W .� 1✓ a a) w LL LL LL August 12. 2016 II 010 These Do—elas- sowmauc Dlawnnga. Prelannary C—gs, or Working Oraw .and Sps,tt" ons we the Property of ArcMedure D.ew Canwpts. PC and may not a wed, reproducad. or Wdued w1lloul Ilw express wMlen consent oI Anxstecfure Desgn Concepts. P C REVISIONS FLOOR PLAN A-1.1 ED EXTERIOR EMERGENCy EXIT LIG/ITING B' .SURFACE MOUNTED DECORATIVE LED FIXTURE 4" ACE MOIMTED DECORATIVE LED FIXTURE ORECESSED EXTERIOR LED CAN LI MT DECORATIVE CEILING FAN VV LED LIGHT (�GHTING PLAN ^�GALE: I/4"=l'-O" 0 O CD LL J �_ O -� Q U) o Y Q O .� -i LL! C) LLl LL LL LL Q JOB N 071BJ August 12. 2016 Bd Set T— Duc,— SchWn&tK Dnwlps. Pnl —y Onw+gs. a W orY�rp On.nge. rre SpecrRceDms .n tM Progeny d Mchdoch . Desgm n Cwph. P.C. and -ty not be wee. reaoec.d, « W..d WWl—I lh. a W — w+men cause I of ArlA-t— Desrgn Cur—pw P C REVISIONS. LIGHTING PLAN A-1.2 GEt-t NT BOARD TRIM (TYPJ— PARGE FIN14�F fJ FL..,IR C11 AL LEVATION E: I/4 _1._0.. FINISHED METAL GUTTER AHD DOYN'iPOUTS(TYPJ EU M 2 I a LEVATION GALL: I/4"=I'-O" FARE j LEVATION ^-" GALE: 1/4"=1 -O" %a ,LEVATION "" ALE: 1/4-1--0" - - ---=-------- L-L O J J (Z c i J Q = > CO w a- = > c � U) Cn O ' " C) ---EXTERIOR EMERGENG'r�\_ J EXIT l IbNTING C J J UJ W LL AR&E 6GAT Q IFELEVATIONSI A-2.1 NTERIOR RESTROOM ELEVATION ^��' -GALE 1/2"=1' O" F A 11 A 22 G 6 B E F+fl�t D 4 NTERIOR RESTROOM ELEVATION ^" ALE: 1/2"=1 0" F.FNFR Ai N'�TT-S I. ALL FIXTURE5 AND ACCE55ORIE5 SHALL BE INSTALLED AND P051 TIONED TO BE ACGESS16LE. SEE 2/A-I.1 FOR ACCESSIBLE RE5TROOM 5TANDARDS. 2, CONTRACTOR TO PROVIDE SHOP DRAWINGS TO OVVER AND ARCHITECT FOR REVIEW AND APPROVAL FOR ALL MILLWORK. AND ACCE55ORI E5 BA5ED ON FIELD CONDITIONS. 3. PROVIDE BLOCKING A5 REQUIRED FOR ALL ITEM5 BEING SECURED TO WALL5, INCLUDING, BUT f—f LIMITED TO. MILLWORK, PLUMBING FIXTURE5, LIGHT FIXTURES, GRAB BAR5 . EQUIPMENT. 4. COORDINATE LOCATION5 OF WALL MOUNTED EQUIPMENT, SOAP D15PENSER5, TOWEL DISPENSER5, AND GRAB BAR5 TO PROVIDE BLOCKING IN WALL A5 NEEDED. INTERIOR RESTROOM ELEVATION "" GALE: 1/2-1' O" INTERIOR RESTROOM ELEVATION " GALE: 1/2"=1'-0" Oq I LCI ND 42' GRAB BAR Og 36' GRAB BAR O18" VERTICAL GRAB BAR WALL MOUNTED TOILET PAPER D D15PENSER - BOBRICK OR EQUAL MOUNTED SOAP 1?15PEN5ER - OWALL BOBRICK OR EQUAL MIRROR MOUNTED MAX 40' AFF OFRAMED TO BA5E OF MIRROR MOUNTED PAPER TOWEL D15PEN5ER - OWALL C' BOBRICK OR EQUAL WALL HUNG PORCELAIN SINK - SEE H PLUMBING DRAWINGS FOR 5PECIFICATION5 OI 4" RUBBER COVED BA5E j J NTERIOR RESTROOM ELEVATION v -ALE: 1/2--1' INTERIOR RESTROOM ELEVATION " GALE: 1/2"=1'-O" i H� 0 O CD LL J m O J c )- Q rn J = m � � = c � U>i a > Y Q O .� LLI LLJ LL LL LL Q IL JOB t1071B-3 I August 12.2016 —Bw Set T— Ducurrwnts Scnenww D—,ps. Prebr y Drewxgs, ar WorR�ny [kevngs. and Spea6c t— we ow Property or ArClntWWI; Dour C—". PC W —y not b used, reproduced.. ubt..d w,trwut the ewress woven Consent of ArOvtectwe Desgn Concepts. P C REVISIONS. INTERIOR ELEVATIONS A-2.2 UILDING SECTION ^I°' GALE 1/2'=1'-0' --PRE-FINISHED 5TANDINC SEAM FETAL ROOF / 'XISIING 51EATHING -—�X15TING PRE-ENGIFEERED WOOD TRIJ55 _ -30 BATT INSULATION t YPSUFI WALL BOARD FINISH — --R-20 BATT INSULATION 2x& 5Ti1D MALL ATHING W/ M015TUiE BARRIER EMENT BOARD . BOARD —CEMENT BATTEN SIDING -�iTCAE GAP TRIM (TYP) i TONE VENEER x15TING C.ONGRETE SLAB - ---FLA5HING �A5H CHANNEL ---4-11N 5% 5LOPE AWAY FROM BUILDING (TYP) --CONCRETE FG(ADATION (5EE 5TRUGTi1RAL DRAWING5) I ---r-ONCRETE FOUNDATION (5EE Sist.GTURA.L DRAWING) (BUILDING SECTION A01 GALE: 1/2"=1'-0" --f XISTING GE IL INC, REPAIR, PRIME. ANU PAINT WOOD TRI SAP FLASH HEADS _ OF ALL DOOR, PANDOV45 _YMFti EXTFNSION WOOD 5TOOL WOOD Yt)CX7 BASE ---+1M. 5% SL.OPE AWAY FROM MALDING (TYPJ ---<-ONGRETE FOIMDAIION • (5EE 5TM.X_ TURAL DRAMWNC-h) WALL SECTION ^-°I GALE: 1/2"=1'-O" I 4' WALL SECTION ^oI ALE: 1/2"=1'-0" GETENT BOARD .BATTEN SIDING ----t,TCNE GAP �jTONE VENEER --i-IOISTLRE BARRIER —EXISTING C.ONGRETE MASONRY UNIT WALL 15TING FOUNDATION O O LL O J J -J Q = m E Qi > m LLJ (n� a V J >, O v' Q 0 J Lu O J LLJ LL a a� Li LL TQ T li xl i JOB 0 071 &3 August 12. 2016 Bud Sol These DocurnsHs- ScnsmaUc Drowlrgs. P.W-," 0— ps, or W.M V Elnimnnp.wall SpecAcanons ars trw Prop" of Architect Deagn Concepts. PC and may not be teed wr.&.W, or uW .0 wdnaA the sxpross rrm apnsaM ofArUAaduro Desgn Concepts. P C REVISIONS. SECTIONS A-3.1 WALL CABINETS BEYOND I I I EXI5TIN6 CONCRETE MA50NRY UNIT VAALL RAM (F•L-7) PROVIDE 6LOGKIN6 A5 REGUIRED METAL FLIL DRAWER WITH PLASTIC LAMINATE (PL-1) FACE METAL FUL DRAWER WITH F'LA5TIG LAMINATE (PL-1) FACE METAL PULL WHITE FELAMINE CABINET INTERIOR 1 UILDING SECTION �ALE: I/2"=1'-0" UILDING SECTION ^�ALE: 1/2"=1'-O" &YP9AI WALL BOARD > WALL \TT IMSA ATION AN6 VV MOf5TURE R . BATTEN BOARD 510IN6 TRIP ,RD TRIM %' GYPSIM WALL BOARD //�--Ex15TIN6 WOOD P05T / 2z5 5T11D 013 YiA1L -R- 2BATT INSULATION �1EATHIN6 YV H015TLRE BARRIER —u.ARD . BATTEN ... I CEMENT BOARD 51DIN6 .._.... _: 'a:_ti'\ �ggTTEN STRIP �EMENT BOARD TRIM 13UILDING SECTION Adl GALE: 1/2"=1'-O" O CD ILL _j m O - - _ > _ c U) U) o U Q O .5 0 J -� Lj � LL ILL Q IL JOB p 0718-3 J _ II II A." 12, 2016 OW Set Ttres. Oocumenb- SchwnaK Dr—p P'-W- ry Or-*,w a W-" Dr.rng....d Sp.rfic.eon. are Me Property .1 Ardet.ct— Desgn CanC" . PC —1 .y nut b. used, i.produc.d. a Ab .d wRfnut Irw ..prase —nen ccv60n1 of ArcMW 7 Desgn Cor pq P C REVISIONS DETAILS A-4.1 i It. MAY 1 0 cu^�i COMMONWEALTH ®f VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. Box 2249 Staunton, VA 24402-2249 www.VrginiaDOT.orq DAVID S. EKERN, PE COMMISSIONER May 9, 2007 Ms. Beth Lewin c/o Carroll Construction 283 Ebert Road Winchester, VA 22603 Ref: Hayfield Assembly of God Route 50 Frederick County Dear Ms. Lewin: Enclosed is your approved Land Use Permit #855-8063 to cover the construction and maintenance of a commercial entrance at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 50 right-of-way. I would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection Manual. You are required to contact Mr. Greg Hoffman at (540) 535-1824 at least 48 hours in advance of the start of construction to arrange for any necessary inspections. If you have any questions concerning the pen -nit requirements or during construction, do not hesitate to call. Sincerely, Ronn " ve Hwy. Permits & Subd. Specialist Sr. Enclosure xc: Mr. Greg Hoffman Mr. Eric DeHaven Mr. Mark Cheran WE KEEP VIRGINIA MOVING • • O O COU o CK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 January 6, 2004 Mr. Craig Richardson Greenwa Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Hayfield Assembly of God Site Development Plan #46-03 Dear Mr. Richardson: The Frederick County Department of Planning and Development administratively approved the above -referenced site plan on January 6, 2004. The site plan is approved for the addition of 21,760 square feet to the existing church. I have provided you with four co ies of this approved site plan. Please forward copies to the owners) and appropnate representative�s�. An approved copy must be kept on the construction site throughhout development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Please do not hesitate to contact me at 665-5651 regarding any questions that you may have. Sincerely, ark R. Cheran Planner I MRC/bad Attachments 107 North Kent Street • Winchester, Virginia 22601-5000 JAN-05-04 12:16 FROM-GRJAY ENGINEERING P.C. 5407229ib T-675 P.006/006 F-394 /t\ GREENWAY ENGINEERING %%47- 151 Windy Hill .Lane FvuMltd m 1971 Winchester, Virginia 22602 T R A N S M I T T A L Project Name: HAYFIELD ASSEMBLY OF GOD File No: 2048 Date January 5, 2004 To: MARK CHERAN Attn: Copied From: CRAIG GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 [] Urgent ❑ For Your Review ❑ As You Requested ❑ Please Comment Message: MARK - HERE IS A COPY OF TI-M DEED FOR THE INGRESS EGRESS EASEMENT Greenway Engineering Telephone 540-662-4185 FAX 540-722-9528 www.gree.nwayen-.com JAN-05-04 12:14 ROµ-GREENWAY ENGINEERING P.C. 70 Ilse C.iO.L'l 3"eNlitlt%, E'P AL, TRs _ , (..4 •......,...>.4................. • A O 5407229529 • TB?S DaD, rade and dared thin 7th day of Oarobcr, 1966, by and harwaer Harold 0, Ganoo and Poarl, B. Canot, hit parties of the £irar pare, berainafear C4llod the Cragrn, sad 05car Jenkiny, Scc-• Cestloccn and Blanton W. McFarland, i:uataes of Cho Hnyfiold Asccmbly of God Cturch, porciea of the secoad o:=c, heraiea_tor cal -lad the Cr V.-LIMSE£ifi: That for and i% considaratio; of the sun of Ten Dalln-s 010.00) ca,'h in hand paid and ocbnr good and valunbla cca;idcraciors, raccipt 0! all of which in haroby —'MOvladgod, Choi Grantors do haroby grant, bargoin, toll and convey, with rn cral warranty oe riele, unto ocmr 7ank$,na, stew=: CasclCmft Ahd Blaacon V. McFarland, Zcusr¢0s of nhc Eftyi.oid l,caaahly all Cod Ch%=ch, and chair 0uceesoora in office or in_o;,cst, in fee sinplc, all of 'the following d04eribnd pt:percy, taga_hcr with ell rishrs, righta of way and a upur-onuncaa thoraunco bolonrina:' All Of Chat certain lot or parcel of land lying and being sin:.ite on rho northern ni,da of U. G, HiSbigy CIto. 50 cbaut eight milos wort of Winchnator, in Gain" c '%gisterisl bistrict, r_adorick County, Virginia, franr,+_ng an raid hiahway a di4Canca of 229 Kent and running norrhwardly botw=ca parallel Linea for an oven Copch of 2,85 feet, with ❑ width in the zuar of 229 fact, and inpiovad by a church buildiag, sowage system, Wall :nd othar Such improvononta, and being b0un4nd an the wastarn side by the proporty of Beulah R. Grova and on rho northern And ea:corn ride, by rho ocher property Of the Grantors harain, and being part.of a larger tract or pc.Ccl of land waich was convayod to the 4rnatora' heroin by Hodard E. Iluaslcy and wika by dood dated July d, 1965, and recorded in Cho C!2V%'5 OfEicc of tha Circuit Court of :�cedorick County, VirgiAiA, in Daed Book 312 at pega 224, to which deed, and thu references rherain conCas_nod, rcfarOnce is haVaby =do for a more particular description of tho proparty haroby conveyed.' T-675 P.001/006 F-394 JAN-05-04 1'L/1J./[nGa I 12:15 F 061-GREENWAY ENGINEERING P.C. 5407229528 1p ww. :'t71A"E II .zeta:rvad Ln this cor-ycyance ie an taacxcnt or of vay twca=y (20) caot _.i wLdch excending from rho northern boueda-y o= U. S. FlehiWay Cto. 50, norchwrdly co the props;ty oP tro Grantor,, the vaatorn boundary of said LP,ht o° rr_y 1rx S and being sicva`tt q�Pra xmntP]y,fprc� ;fjv_¢ Ck3) xeet �; Ctcy�tGly ` ° the aaStCrn uaLt pf t4 present aburoh betld;+U, Said right of ray being re;a;yad for the purpose n£ jI] irg:eno crd agress to tha rcncinin3 P=Ope;•ty o£ ehe Grantor;, to be =rao i:zar3 any 0!'1c uct4on, and eba upltenp Co be at t�hq erpatv^a of .fhe..� aatarn ha;can. 8nzevar, it is agraed baawaaC' tL•a paFc4oa hcreco that, no fencea shall ba placed alotW aai,d righc of ovy without consent or the Cbvntcoe herein. Ton Granro::s Covenant chat they have the right co convey the V2"hin daScrtbQd uroporCy; chat the Satee in freo 'zXOM all, Brno and une=braaces; and that they lii7,1 foravor lm=nn= :md do -end =ba Citla tbaroco. WT TMSS the fol,lowirg signatures and aualu the fist dace horo Lnabovo written. ' I j: cI� (uEAL) Harola U. canoe N STl Ce ^_ VZ Gad II Cfi :iT; C? �iO� / To -wit; , a Notary public in and for the coer•_^y and state aYotcaaid, du Cart aj that Harold 0. Ganoo and Pearl. S. C:aoa, his wi£o, whose names are aignnd co the !e•_going writin3, bnartne date chs 7th day Of Octobor, 1966, have poraoaally c7Pca-Qd ba£ac me !.n m/ County and SraLe a£'ora- said and aCIta ..JQ6. ed the c2,0. Uivcn tMeOr cry hand 'w' o��d. day of 1966. 14Y c-Or=iasion —piren ,�' liacary Yub}is racv. ruozacodxrv,scr��/�•rzd, lfjr✓-1 C c ��� �dvrifkp �orod�.inr,. a.,I;J��i. JAY of��'-" ! r� b � H1�(to.e al a.l.�,pc� It:Rr wu>,rd wq, a2vator 1 7 T-675 P.002/006 F-394 JAN-05-04 12:15 GREENNAY ENGINEERING P.C. 5407229528 T-675 P 003/005 375 W 644 log, lrool d. A0' iD 3 a/6nnpor 1 rvop°so'oo"e e � S/ �: A.MO. q5o a{a�r%+ "r c-0AVr(ELD o a PORTION OF LAND Or Ac'S�f4QG�Y OF. w K Kz:14ETH JZINKINS + ,•3': 4 = 1.943 ACRL3 i h• U34 iliW 1 .b P �Dc, :�r : 6 sac / "� `•"' � ' R£NN£TAO J£NNT/N3 ftur aheva:drac0 of land, located Z85 Mae% Northeast of U.S. $o;, 0-IM'Hoyfield ln•rredertck County, Virginia, is houadedHa��. ti•.�;ti�:�'�f�'�F .failoaro, - .. •, � ��� 945lming^ai;(1) 4"attdor block 265 feet NcrUieaot of N.S. HS�tsJoy F +r " 50.and,aU..the Northeast corner of rho A�qemh1Y of 0od Church •c �` �k .' [ 1ot3 shaftarwiiS'C" S 49 dog. 36 min. 06 soe. G w9.86 feet to.(21`sa izwa Pa[ q,oerisr'to Crovc in Rameyra lint; theaeo wl%h RaSap . 3,15 dos 27 min; 27 amt. E 20.76 feet to (3) un gran per, tLW as frith 4 new d.viai on line through the land of Jonkiray .y,J -s 49 dog ]6:aih1 06 sec, ti 345.76 feet to. (6) on iron pugl'LDur,cu;; r ,`:x 1 ►, ! ` < b 35:di.11i 50- "; 00 Dec. ;i 219.00 Sd et to t he point of hogUniftg. - ' t> > l� r /'Cc+4aiLsg 1.04) Acres more or le oa. .r 41, �`. d J. Goode, - ty� Clrtifled Survcrpr ,• t rh� Fy ADril 14, 1971. N 4' t vS'(� YL" ice. ��l! Ui J:+iICS COVNLY. SCT. '1 Lan T ! y{� r,, : +Atb aarCL'cato oraowLdt;tmo3 thoaeto moa c, r' •:, .G !n YsOo ti &: J=P=d Ay Sao. dt-:,i.1 asY. • A18.8$F1i')s►10 ! PAtd. i4 a.s0.at176i -"�?i: Cock �w.',a�Gl�.;-'..� +.��I•. ./.iM>iil tI v t .. \ •• { ., .. ti.Nyr F-304 JAN-05-04 12:15 ENGINEERING P C 5407229528 T-675 P 004/006 F-394 6GREENNAY • TRANSMISSION REPORT MEMORY PAGE 001 TIM 0EC-11-03 09:49 TEL NIAKRI: 54CIZ29525 NA14< GREENvAY ENGINEERING P.0 FILE HmER 930 DEC-11 09:4T DATE TO : ST2260BO DUCOEMT PAGES 009 START TIME DEC-11 09:47 END TIIE DEC-11 09.49 SENT PAGES 009 STATUS OK *** SUCCESSFUL TX NOT I CE * * FILE NUOR 930 -oust[ Y[•rsae yaaTa4[e6 avru,rrT� Pw ![aPlpiMr soj n.m— ~ a4Pf,nd —p —mm adveuoo .OrlarTP w! •tryapYO o9 ��^ [or so ss� a[� 9ua suo,y Ria of .flue 7 +cQs['d Moan v ►'+O'P„i�l Orfa vnpVe —id gap V I-^.sl�o,+ rfV 3 aM d aaTva4 Yuw aa� ar '9 Ss+i •CwoQ —om I e!o[awi � .tC xc sod r L —P aol aoduoo a^o m sua+ane� —li •a uM .� aaeo 30[-[sap Vaa� Vp oa vita .�y[ wn np oa�arlaaafl a wa .G.iran o Plo^ of luuT.!V m saap .tal�rd*+s ye[![a, rrV Vcf[U^ 1a 4 W-►'Pe act •..�[P ue .weu,n>eP oaiai..w>� u9v[af.,P aw aaaaa's.,[ [te^► asap wild P �[d-y/q.caii� avw�i aet zru nor PvC^I' � osfa w.sV I �•�uawoe Pu....a{..na sNnwwoa rsvrnt p ... ..ate rc. d i...so.an Q Nr ►s..r rww_ r f9 [ a­L99 06! t r.w.•. ALL rbR� a+��7r a[ssv[l or. �=aa[4 ']�'Y=a N[6NvYZ a•xa NlaY�v1 lLC6-LZL-01.4 XV1 S09TC r,iarLL4JlA .�yay.u[M �uarl (i?H .CPulM [ t T JAN-05-04 12:16 FROWF-GRE Y ENGINEERING P C. 54072295 T-675 P.005/006 F-394 PARl��' TO P1T R�MP ® 5.00% 40 TW 57EP55,0 x l5Ox 4.0 .mow a ' D f APPROX. l63 SEVER im �NV 89.0 r �JI I J I I I NOTF—= A oR,� ►� wx rT I 4� % J STING j I I w 82 Cal 10/24/2003 15:47 5406656395 FRED CO PLANNING DEP PAGE 02/02 • • Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Web Site: www.co.frededck.va.us Department of Planning & Development, County of Frederick, Virginia, 107 North Kent Street, Winchester, Virginis 22601 Phone 540-665-5651 Facsimile 540-665-6395 Know All Men By Those Present: That I (We) (Name) L4 Ag.) . n Par ,; &.,4 o f flA tiIk�.,by 4 (,.a (phone) Rio - 8 7 T 1 4A- (Address) 511� (�p�(11�us�e�✓� t�i I'�e� �e �iCL ZZIo 3 the owner(s) of all those tracts or parcels of land ("Pr erty") conveyed to me (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by U 3 3 2 7, Po, e_ (oPj'S Jnstrument No, on Page , and is described as ICuc Nap it 34-(A)-3(-f- 34-(A)- 3C,A Parcel: Lot: Block: Section: Subdivision: do hereby make, constitute and appoint: (Name) 1 )"Cnu)(tU e vla t vre rl n a (Phone) Sqb -(0102 41 (Address) 1 1:5 1 wl 4iV r11 l ( Lau e-, W 1yi ksLe_r, Va- Z 2-6 O 2— To act as my true and lawful a mey-in-fact for and it my (our) name, place, and stead with full power and authority I (we) would have if acting personally to file planning applications for my (our) above described Property, including: O Rezoning (including proffers) ❑ Conditional Use Permits D Master Development Plain (Preliminary and Final) ❑ Subdivision XSite Plan My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or modified. In witness thereof, I (we) have hereto set my (our) hand and seal this 134'' day of N1o%r►AWC , 200..a Signatures),,, SiRtc of: Virginia, Ci /County o ^ Fre&oc_ - , To -wit: J., -anrlc L Mt' ISO a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the foregoing instrument personally appeared before me and has knowledged the same before me in the jurisdiction aforesaid this 13Nay of �o%00 3 . My Commission Expires: Fed, jrLrL n , Z�. 2m4- Notary Public , SMSPWO LIMee roa.yd -1 axis Cbmvnit6to►vck (L 14kn as �1?�v►�ICc 1.. SkPns 00 M RECOPY COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 December 9, 2003 Mr. Craig Richardson Greenway Engsneering 151 Windy Hill Lane Winchester, Virginia 22601 Re: Review of Hayfield Assembly of God Site Development Plan #46-03 Dear Mr. Richardson: I have had the opportunity to review the above -referenced site plan received by our department on November 14, 2003. The following comments, in addition to those marked on the attached plan, should be addressed during the revision of this site plan: 1. Sign located in front setback is not in compliance with Frederick County Zoning Ordinance. 2. Provide design details of all signs and handicapped parking areas. 3. Provide documentation of ingress easement. Please do not hesitate to contact me at 665-5651 regarding any questions you may have. Sincerely, , r Mark R. ran Planner I MRC/bad Attachment 107 North Kent Street • Winchester, Virginia 22601-5000 12/04/2003 13:27 5408779700 • us AL1(S oicoo HAYFIELD A/G • PAGE 01/03 TO FAX # Hayfield .Assembly of God 5118 Northwestern Pike Gore, VA 22637 1-540-665-6395 Rev. Bobby Basham, Pastor Phone; 877-1443 FROM FAX # (540)877-9700 - Hayfield Assembly of God ATTENTION: Frederick Co. Planning & Development Mark Charon PAGE 1 OF 3 RE: Here is the letter per your request. 12/04/2003 13:27 5408779700 HAYFIELD A/G : SEWAGE DISPC SYSTEM CONSTRUCTION PE • PAGE 1 OF 2 PAGE 02/03 DEPARTIvSEN r OF HEALTH a AP R n ERENC L.Vik.N39 1 ill N 45204 MAP REFERENCE p 39-(A)-36 FREDERICK CO. HEALTH DEPARTMENT'` r r;. General Information New ® Repair Expanded Lj Conditional Lj FHA Ly VA Based on the application for a sewage disposal construction permit filed in accordance with Section 3.13.01, a construction permit is hereby issued to: Owner. HAYFIELD ASSEMBLY OF GOD CHURCH Telephone: 540. 877-1443 Address: 5118 NORTHWESTERN PIKE, GORE, VA. 22637 For a Type III Sewage Disposal System which is to be constructed on/at 5118 NORTHWESTERNN P1K.E, FREDERICK COUNTY, VA. Subdivision: Section/Block: Lot: Actual or estimated water use: 350 NtEMBERS/490GPD, DESIGN INSPECTION RESULTS Water supply, existing: (describe)6xisting water supply location: Satisfactory Ycs . n To be installed: Cased: Grouted: Building Scorer. I.D. PVC 40, or equivalent Slope 115" per 10' (minimum). Q Other tTank C t vela (� Other I l/ I �!I Inlet -Outlet Strij PVC 40.4" tees of ❑ Other Pump & Pump Sts No ❑ Yes Q If yes: Distribution Sox: Precast Concrete with ❑ Other Comments: OW2 Received: Yes ❑ Building Sewer: Yes ❑ Comments: Pretreatment Unit: Yes Comments: Inlet -Outlet Structure Comments: No Q N/A No Q Satisfactory NO U Satisfactory Pump & Pump Station: Yes ❑ No Q Satlifactory Describe and Show Design. Comments: {1 O O Conveyance Method: Yes ❑ No ❑ Satisfactory V Comments: Distribution Box: Yes ❑ No ❑ Suisfactory Ports. Comments. Header Lines: Material: 4" I.D. 1500 lb. Crash strength plastic or Equivalent from dis lion Trench. O Slope 2" mirtimum ❑ Other Percolation Liras: Gravity 4" plastic 1000 lb. Per foot bearing load or Equivalent, slope 2" 4" (min. max.) per 100'. ❑ Other nuwiyvvu L UG"G 1cs: Square tt required depth from ground surface To bottom of trench ; aggregate size Trench bottom slope Center to Center Spacing trench width Depth of aggregate Trench length ; Number of trenches CHS :oU ILWAnd ens Header Lines: Yes N 113 Satisfactory Comments: Percolation Lines: Yes ❑ No ❑ Satisfactory Comments: Adsorption Trenches: Yes ❑ No ❑ Satisfactory Comments: Date - Inspected & Approved By. INSTALL AS PER PLANS AND SPECIFICATIONS DESIGNED BY JOHN TBUL, P.E./ROBERT W. NIARSHALL, C.P.S.S. FOR HAYFIELD ASSEMBLY OF GOD CHURCH,TM# 39-(A)-36,DATED 5/19/2003. rRE,OFnrCr,COT.TtTyT,p.�L7ra�:?1�AT,T;t�/ /05 12/04/2003 13:27 5408779700 HAYFIELD A/G PAGE 03/03 • i • - •. Health Department ��.-� d , Identification Number Schematic drawing of sewage disposal and/or water supply system and topographic features. Show the lot lines of the building site, sketch of property showing any topographic features which may impact on the design of the well or sewage disposal system, Including existing and/or proposed structures and sewage disposal systems and wells within 200 feet. The schematic drawing of the well site or area and/or sewage disposal system shall show sewer lines, pretreatment unit, Pump station, conveyance system, and subsurface soil absorption system, reserve area, etc. When a nonpublic drinking water supply is to be permitted, show all sources of pollution within 200 feet. ❑ The information required above has been drawn on the attached copy of the sketch submitted with the application. Attach additional sheets as necessary to illustrate the design. INSTALL AS PER THE PLANS AND SPECIFICATIONS DESIGNED BY JOHN THIEL. P.E./ROBERT W. MARSHALL, C.P.S.S.FOR HAYFIELD ASSEMBLY OF GOD CHURCH, TM#39-(A)-36, DATED 5/19103, AND WITH THE FOLLOWING ADDITIONAL COMMENTS: PROPER FUNCTION OF THE SYSTEM HYDRAULICS IS THE RESPONSIBILITY OF THE DESIGN ENGINEER. THE HEALTH DEPARTMENT IS ONLY RESPONSIBLE FOR ENSURING THAT PROPER SETBACK DISTANCES ARE MAINTAINED. FINAL CONSTRUCTION MUST BE APPROVED BY WRITTEN COMMENTS FROM A QUALIFIED ENGINEER. ALL SEPTIC SYSTEM COMPONENTS MUST BE KEPT 20' MINIMUM FROM BUILDING LOCATION, 5' MINIMUM FROM ALL PROPERTY BOUNDARIES, AND 100' MINIMUM FROM EXISTING WELL. This sewage disposal system is to be nstructed as specified by the permit —_or attached plans and specifications ✓- This sewage disposal system and/or well construction permit is null and void If (a) conditions are changed from those shown on the application (b) conditions are changed from those shown on the construction permit. No part of any installation shall be covered or used until inspected, corrections made if necessary, and approved, by the local health department or unless expressly authorized by the local health dept. Any part of any installation which has been covered prior to approval shall be uncovered, if necessary, upon the direction of the De aftment. Date: _ �`� �dIssued by: . anitari This Construction Date: Reviewed by; Permit Valid until/ Supervisory Sanitarian r 2 (^a ------- ---•- If FHA or VA financing leviewed by Date Date _, ;.H.S. 202B Supervisory Sanitarian Regional Sanitarian • COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX:540/678-0682 October 27, 2003 Mr. Craig Richardson Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 RE: Site Plan Comments - Hayfield Assembly of God Church Frederick County, Virginia Dear Craig: Upon review of the revised site plan dated September 4, 2003, we offer no additional comments. Therefore, we recommend approval of the subject site plan. Sincerely, Joe C. Wilder Deputy Director JCW/rls cc: Frederick County Department of Planning and Development file AAreAmyfiel(I ass ern bofgodcoramp(I 107 North Kent Street - Winchester, Virginia 22601-5000 r • . SITE PLAN APPLICATION 1. Project Title: Hayfield Assembly of God Building Addition 2. Location of Property 5118 Northwestern Pike (street address) Gore, VA a 9 5 Property Owner: Hayfield Assembly of God Church Address: 5118 Northwestern Pike Gore, VA 22637 Telephone 540-877-1443 Applicant/Agent Address Greenwa, Engineering 1.51 Windy Hill Lane Winchester, VA 22602 Telephone 540-662-4185 Designer: Grecnway Enaincering Address: Same Telephone: Same Contact: Craig Richardson 6 $ c. �1 6. Is this an orignial or revised site plan? 7a. Total acreage of parcel to be developed: 7b. Total acreage of parcel: 8. Property Information: a) Property Identification Number: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Use(s) 0 Adjoining Property Identification Number(s) g) Magisterial Districts) Original X 3.053 acres 3.053 acres Revised ❑ 39-((A)-36 and 36A RA Religious -Church Religious -Church I3uilding Addition Agricultural, family residential 39-((A).)-44A, 40-((A))-38, 40- A -39 Galnesbol'o I have read the material included in this.4ckag�'eand understand what is required by the Frederick County Plannulgpepa amen(. I Al'so understand that all required material will be complete prior t.q th6 sifbfi 'ssioSi'of my site plan. Signature: Dat r/: ll�'/��/ A') 7 9 • Request For Site Plan Comments Department of Planning and Development Mail to: Department of Planning and Development Attn: County Planner 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Hand deliver to: 107 North Kent Street Fourth Floor Winchester, VA (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Grccnwaginccring Address: 151 Windy I-Iill Lane, Winchester, Virginia 22602 Phone Number: (540) 662-4185 Name of development and/or description of the request: I-Ia,yfeld Assembly of God Building Addition Location of property: 5118 Northwestern Pike, Gore Planning and Development's Comments: ;.u. ;:::::: ;:.> %">:a•. �..:::::::::�. :: ii: `.•::•.:::..:x<a:.1/:r.;"y:�..:.:i:/::r";:/i::•ice""ii.:...;�. " /� %. ..%/i/ F� is �/ /���; lIt'izt►x y:ftiiilict:4io .rt . tY. tT. ,::.:- ,/,.. / •.:xi•.i...r<;>;:;:r::�x.;:,.yi;t;;a;:;< iscii.i::•••.::•.::,::n:;.,:.�:.u�i/�ia: /�/� /:' /.caz•.////�//::./. i./:'��i:.i•:z.iGr/i1:on: 16 Request For Site Plan Comments Frederick County Inspections Department Mail to: Frederick County Inspections Department Attn: Building Official 107 North Kent Street Winchester, VA 22601 (540) 665-5650 Hand deliver to: 107 North Kent Street Fourth Floor Winchester, VA (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane, Winchester, Virginia 22602 Phone Number: (540) 662-4185 Name of development and/or description of the request: Hayfield Assembly of God Building Addition Location of property: 5118 Northwestern Pike, Gore Inspections Department's Comments: I — Ado 7L . -SF [ 2Zeiy Set, rF rt Ck4 Fps; F1t2r NeTF_CTtcw IY -,TEtm dN A FA f tr,-gf)IN6. r 1�iih4l- PC- ON 41.1 /il/_E55/RL� WZ,Ci 1 L_ ►r nri t i P i LA PF-q L/A iv<1 4 117.1 - / � fb Ins etions Detmrtnieut use oniv Datr rc:crivet3 Datr revi:uLm recciv�d Incomplete Ir��x�mhl�te. Date reviewt�i Date revirwesi Signature and Date ' Signature- and bate (revisioncelk �' jilitt .lpilCLiVeLi t ,_- • • COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 Mr. Craig Richardson Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 October 27, 2003 RE: Site Plan Comments - Hayfield Assembly of God Church Frederick County, Virginia Dear Craig: Upon review of the revised site plan dated September 4, 2003, we offer no additional comments. Therefore, we recommend approval of the subject site plan. Sincerely, ( C d� Joe C. Wilder Deputy Director JCW/rls cc: Frederick County Department of Planning and Development file A:\rcvhi iTicld auembofgod com.wpd ?(n1n(1(1 nn^t 107 North Kent Street • Winchester, Virginia 22601-5000 I CUUJ �� I I �r !I I I "z„ 1 Request For Site Plan Comments Frederick County Fire Marshal Mail to: Frederick County Fire Marshal Attn: Fire Marshal 107 North Kent Street Winchester, VA 22601 (540) 665-6350 Hand deliver to: 107 North Kent Street First Floor Winchester, VA (540)665-6350 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane. Winchester, Virginia 22602 Phone Number: (540) 662-4185 Name of development and/or description of the request: Hayfield Assembly of God Building, Addition Location of property: 5118 Northwestern Pike, Gore Fire Marshal's Comments: U :1 c", C _.A C-11 R-a `:, L u fire• and Rescue Dent. use un)ti Date receivcxi mate revisicii rccxcived EJr,ic a)zprovcd jeL.L the xnMplcte Date revim d 03 Date reviewed Signature and Datc Signature and Date (rcviaion} Control number SP03-0016R Project Name Hayfield Assembly of God Address 151 Windy Hill Lane Type Application Site Plan Current Zoning RA Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments r,vej per rev,sions Frederick County Fire and Rescue Department office of the Fire Marshal .'�.,11; kevievi. d11d 1, )Ilitll('1).S Date received Date reviewed Date Revised 9/25/2003 10/ 1 /2003 9/25/2003 Applicant Greenway Engineering City State Zip Applicant Phone Winchester VA 22602 540-662-4185 Tax ID Number Fire District Rescue District 39-A-36 & 36A 14 14 Recommendations Automatic Fire Alarm System Yes Requirements Hydrant Location Not Identified Roadway/Aisieway Width Adequate Election District Gainesboro Residential Sprinkler System Yes Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature Yes Timothy L. Welsh Title PLANS APPPOVED is 1J COMMONWEALTH of VIRGINIA Philip A. Shucet COMMISSIONER October 2, 2003 Mr. Craig Richardson C/O Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 Ref: Hayfield Assembly of God Route 50, Northwestern Pike Frederick County Dear Craig: JERRY A. COPP RESIDENT ENGINEER TEL (540) 984-5600 FAX (540) 984-5607 We have received your revised site plan dated September 4, 2003 (received September 26, 2003) for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. Also please provide seven (7) sets of approved construction plans with signed seal for VDOT distribution. ❖ A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. •:• Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. ❖ Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. ❖ All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. ❖ The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 u notice for inspections. ( R [_ VirginiaDOT.org C C 7 C ?00 ! WE KEEP VIRGINIA MOVING l 1 Mr. Craig Richardson Ref: Hayfield Assembly of God October 2, 2003 Pape #2 The appropriate land use permit may now be applied for to cover work within the Route 50 right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permits. Dedication should be made to the Commonwealth of Virginia. Once satisfactory application has been made, a permit will normally take approximately thirty days to process and issue. Should you have any questions, do not hesitate to call. Sill Ce1'e au� Barry J. Sweitzer, Trans. Roadway Engin er For: Lloyd A. Ingram, Transportation Engineer BJS/rf Enclosure xc: Mr. Dave Heironimus Mr. Jeremy Camp • Request For Site Plan Comments Virginia Department of Transportation Mail to: Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 (540) 984-5600 Hand deliver to: Virginia Department of Transportation 2275 Northwestern Pike Winchester, VA 22603 (540) 535-1828 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach five (5) copies of the site plan with traffic generation data and drainage calculations with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane, Winchester, Virginia 22602 Phone Number: (540) 662-4185 Name of development and/or description of the request: Hayfield Assembly of God Building Addition Location of property: 5118 Northwestern Pike, Gore Virginia Department of Transoration Comments: The application for site plan for this property appears to Mave a measUrdble 11flPdLt an Route 50, Nortl1weStull Piku, ny work is performed on the State's right-of-way, a land use permit will need to be applied for and issued to cover said work. The permit is issued by this office and requires a fee and surety bond coverage. See att oW T' nsr unit• '}'CCCi4CXi IllCitnplcte Date reyir�rrd.,�s{�3 SigDatur: and Datr Date rrAsiou rruiwd In C3atc rro-ir�retf 0.3 Signatuttl and DRIC (reNisiopt DlItr 3 • • /t\ GREENWAY ENGINEERING k47 151 Windy Hill Lane Winchester, Virginia 22602 ivur.kd tr. 1971 TRANS M ITTAL Project Name: Hayfield Assembly of God File No.: 2048 Date: November 10, 2003 To: FC Planning Attn: Jeremy Camp Copied: From: Craig Richardson/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Remarks: C" Urgent r� For Your Review r As You Requested r, Please Connnent Message: Jeremy, Attached is the following for the site plan for your review: -Site plan application -Application fee check for #1305.30 -FC Planning comment sheet 2 copies of the site plan along with all Agencies review comment sheets were submitted to your office on Monday, November 10, 2003. As always, thank you for your assistance. Call with any concerns. Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenwayCa visuallink.com i • GREENWAY ENGINEERING 151 Windy Hill Lanc Winchester, Virginia 22602 TRANSMITTAL Project Name: Hayfield Assembly of God File No.: 2048 Date: November 10, 2003 To: FC Planning Attn: Jeremy Camp Copied: From: Craig Richardson/dim GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Remarks: r Urgent 177 For Your Review 1 As You Requested C" Please Comment Message: Jeremy, Attached are 2 copies of the site plan along with all appropriate Agencies Review comments. We are still waiting for the review fee check from the owner. As soon as we receive that check, we will submit to you for final approval and signature. Thank you for your assistance. Call with any concerns. Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway@visua llink. com