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HomeMy WebLinkAbout31-09 Islamic Center - Prayer Center -Stonewall - Backfile (2)LEGEND GENERAL NOTES GENETES VDOT GENERAL NOTES VTL NTS VICINITY MAP VICINITY �'I�4P1, FEATURESVI. e.�snv� s EP EXISTING EDGE OF PAVEMENT_..__..Regulat/ons, EDGE OF GRAVELEX EG E,,,,�Eo�Eo����E� _. CURB AND GUTTEREXCG-64•Anydamage _.__ EX. INTERMEDIATE CONTOUR r��accordance F<,rreaM oA,EooN.oa INDEX CONTOUR 5�J6. SPOT ELEVATION r SC.i. C' LINET-rproposed E;=��;�°E�o�E °E ex�mrv�sarvrrare SEWER ' " _ -_ v E 5ANITARY SFWFR��°V5Design Ex�mrve riccrwc stxvrce .. ""- ELECTRIC SERVICE��k10. GAS LINE=%�i{G��V6. Exr�,�HGG.oAMSEwEa _ � - 15RCP EXISTING STORM SEWER Exr:rrH�FEN�E �rvE FENCE LINE DITCH LINE12. r.�snH�o�.�r.rNE -._. ---- WATERLINE W/TEE�13. FIRE HYDRANT E-x. f-Hof WATER VALVE s��°-��14. E.rmr�wArea vn�ve - v REDUCER�'Z5. E,rsnH�aEWrta -a �. TREE DRIP LINEdays.operation. xis r��,aEroA�PUHr _. ... PROPOSED EAroa� FEATURF5Front EDGE OF PAVEMENT PROP EPinches am,pm�.� ,x� moo.wa.�o,,,.�,,.u,a��meo„a��r9��o�.a Permits must be Issued from VDOT prior to any construction I» a public right-of--way,o 2. The Manua! on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.•'�`� ,..o,���e�ak9�o o.a,. 3. The contractorwill remove all mud and debris from the public right of way that is left by vehfc%s enteringpgggO•th site. gAdmfn/stratBon to neighbopnng pro�ertres mc/udfg county roa�s and sidewalks, caused �y the development ofV3. this site will be the resonsibiliof the develoer. All damea must be repaired to onfinal conditions.ggf--way, .��.,.m..��e e�w,a ,,, n,�va„�eo.m,,,�e .�,wro The contractor will be responsible for adequate and positive drainage of this site.daggers All construction will be done following the laws and guidelines sat forth by OSHA and NOSH.V4. u n�5e All construction will be done following the laws and guidelines set forth by OSHA and NOSH. conditions. e � o oW n e laws .,, a�e�s,�,�µa9,�p�a�a�,��„�,a� oo�.�o„�a,�e„=�,�„� The contractor wl!/ notify engineer of retard of anyd/screpancfes between the approved p/ens and existing site�responsibility.STEl'HENSONconditions.r�EXISTING � eon: eie r,..me.n��o - ev �H�:sxol�� The developer fs responsible for the relocation of any utilities required by this site plan. A!! Frosfon and Sediment Control devices shown on this site plan shall be installed prior to construction.be ,g�a me„ � .,2„o plan installed ,� �„� All controlled fill must be compacted to a minimum of 95% density following Method A°of the Standardpermits Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any frl/ placed under buildings, structures, or must be inspected and approved by a professional soils engineer. A geotechnica/ report supersedes ,�. ,��.. e,�eavo.��mev,00�euio�,i��i:.�9i��. na.o ern��,�<Meo.. this note ff provided The contractor fs responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this p/an oo.ime,�iaa�w,,,,�e „o�sii utilities may oa,,. m�.,s�.�o��n,�wa� approximate locations and not all utll/fles maybe shown.tyYgylength <e�arc �a�o,e�,+vma��e.,�me.,,e The contractor will contain all litter a»d debris on -site. The work must be left in an orderly manner at the endEXISTING each workday,V9. ,ten. An approved set ofsfte plans must be on -site dur/ng the construction process. The contractor will notify all utility companies prior to excavation within easements, ��. The contractor will seedand straw, for soft stabilization, any disturbed areas that will be /eft for more than thirty days. contractor will �.��.iiceiearo,m��n,�mm - �,a�.�� ,�,� „�„��m�„��a�.,,�.mm,��o����maa n,��ar All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportat/on (VDOT) Road and Bridge Speclflcatlons and Standardsthe Virginia Frosfon and Sediment Control and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or �, ,o,�.m w��,w between the Standards or 5ecrficatfons and Reulationsthe most striaeat shallQuern.EXISTING the latest U.S. Department of Labor, Occupational Safety &Healthpy� (OSHA), and Vlrglnla Occupatlona/ Safety &Health (NOSH) Rules & Regulations.'�aneavrnte V2. Al/ construction shall tomlwiEXISTING When workinon VDOT riht-oC_.,.___. all traffic control, whether permanent or temporary, she/1 be in�pSITE, with the current edition of VDOTs Work Area Protectran Manual. Furthermore, a/I traffic controlt3��5. n�s�m„ue. a,��rem.a�a��e,�m.�«�,os,vnw wo.A�e must be certified in accordance with Section 105.14(c) of the VDOT Road &Bridge Specifications.��EXISTING The deve%per shall be responsible for relocating, at his expense, any and all utlht/es, includ/ng traffic s/gnalEXISTING poles, junction boxes, controllers, etc., owned by VDOT ar private /public companies. It is the sole meae�rope.roro�are ��ca�nu.m me responsibility of the developer to locate and identify utility facilities or items that maybe fn conflict with theEXISTINGTELEPHONE ivnn �,n,.���„Po approval of �utility �.�re,�„�mm� construction activlty.VDOT approval of these plans does not fndemnlfy the deve%per from this8. w . n nacre. reian�ymre�e rokeNma�, rcn��anwis, am w�noro.sahnainerk mnyxsue�earo features relating to field construction, regulations, and control or safety of traffic maybe subject to� mange as deemed by voor. any �erti�i:�.�... r���ireeasam�nara�v�e�e reHsa�:nai� change as deemed necessary by VDOT: Any additional expense incurred as a result of any field revision shall be the the responsibility of thedeve%per:EXISTING Prior to Inftfatlon of work, the contractor shall be responsible for acqulrfng a1J necessary VDOT land usey��A/�TT/�11. ,�, a�, �� .,. T��vek ro.,�m�s ��<�ary goo>�,�e�e for any work on VDOT right-of-way.P!�'�®�E�TIN�®R!'tf-1!dt.�NEX. V% 1f required by the loco! VDOT Residency Office, apre-construction conference shall be arranged and held byEXISTING pre�°°aceA.ab"„"omn'a'a°"`me°�ao°°:;",:o:s W'�rn°e�,�."<`�,°��N°mma;�� the engineer and/or deve%per with the attendance of the contractor, various County agencies, utility companies VDOTprior to initiation of work.420 �_ The contractor shall notethe local VDOT ResidentOffice when work is to bein or cease for anundetermined of time. VDOT requires 48 hours advance notice prior to any required or requested inspection.EXISTING � � The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that !s constructed and maintained In accordance with Section 3.02 of the Virginia Erosion &Sediment Control Handbook. Furthermore, access to other properties affected by this project � be maintained through construction, The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) fn Frosfon and Sediment Control who ' oro r � steal/ inspect erasion and siltation control devices and measures on a continuous basis for proper installation and ar ,�r� m�N•�'o �< a:eau:.o.e o �u��.�e Deflclencles shall be promptly rectlfled. o��e drainage amk,�ea�ama��� D. Contractor shall ensure adequate drafnage is achieved and maintained on the site during and at the end ofProposed , �a�saa�ooue voo.ren� . r3m All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36)Rear; ==�,�^e�^^^�^__� ,,,„p�a���RPo,��. e.�,<„� when shall e„�,���,,,,e,.,�e,W cover and when possible shall be taste/led under roadway drafnage facflitfes at conflict points.PROP �1toconflict "�SITE� ROU7. � \��.„„A� �� w�ruw �\ srz ,spit rsipb- SCALE2000'EXISTING pEXISTING a8 �'�EX � 0 3 z i 3 ^ ` �^3u o9. �`�.__ +� PROJECT INFORMATION Ownerpavement Islamic Center of Winchester'�and Stephenson RoadStehenson, VA 22656EXISTING �u�reoa ��S �ON PV8. Phone - (540) 665-4460are Data Bufldln4 Setbacks Per Code ExistinEXISTING ,.. Property t is Tax Map Number 44-(A)-129 Front (Route 664); 60' .74.9'shall Address 420 Stephenson Road Front (Route 666); 60' 97.6 sMsai>n".e" 0.5 acres Right Sfde (Private R/W); 60'� 225.6�c�16, Zoning RA Rear; 50.0 150.0 �a.k Area � Lego! References #080008873*-e�' Use Residential Parking SetbaPer Code Proposed n���.� oae,�e„�e, Parking Use Prayer Center Front (Route 664): 5' 24.6' ` s i< (Route 666); 5' 147.4' Sfde R/W); 5` 272.4'V11. °g"`�`°` � (Private �;%:. �:s� 5' 54.6'PROPOSED �m� aO. JwEXISTING � w O �®EXISTING Ln toExisting �'V1 ,y `" g �Qz�'4construction.PROPOSED �DEPATN.�ET�' INSPCTIENETESRight DEPARTMENT OF INSPECTION GENERAL NOTES BuildinV12. ,� �v.�,�w9,�,�,�.� e„�,reaaa ,�r,�m„�,��„a� g(s) must comply with the Virginia Uniform Statewide Building Code and section 303 group A (Assembly) of the International Building���Qo Ocher codes that apply ere ICC/ANSI A117.1-90 Accessibility and the Usable Building &Facilities.during M���a���w,�a,,,.,.�a�pq�a,� ��9�,�,�.,�„�o��, A design professional !/tensed of the Commonwealth of Vlrglnla shall seal the remodeling plans submitted for bullding permits. Plans must show aJJ locations to the exteriorper CA80117.1-92 and meet requirements of Chapter 17 of BOCA. slope across handicap parking stalls shall not exceed 2%. A minimum of SO% of the required egress doors shall be accessible to ato '"°` , �,� �,�' exterior area for assisted rescue, section 1003.2,13.7IBC. Note fire ratios around this door if this section is utilized.testisthe There are ,�.i���„aeea,� There are special inspection requirements on this structure (i, e, soils, concrete, etc,er Chater 17 of BOLA ��cn►.`,oPROPOSED z�Code/2000. sa��� ���a�s �� �Maximum � �.,�� �''��minimum r''v�Wd4. `''�mPROPOSED � ���� 3�$�� �inch PROPOSED EDGE OF GRAVEL EG1. PROP. CURB �� CURB &GUTTER PROP CG-6Do�ingress/egress REVERSE CURB &GUTTER ��JTPROP CG-6Rgsample .ROP.aE�Ea�E��Ras�� TTT����� CONTOUR50)ppthat �aorosro mmroun so ovoseo sro, eirv<r�ory , SPOTELEVATION +50�' PROPOSED STORM SEWER PROP. 24ADS reoaosro loam srw�e. R - SANITARY SFWFR SS S Any unusual subsurface conditions (e.g.unsuitable soils, springs, sinkholes, voidscavesetc.) encountered �;� ire° the course of construction shall be /mmed/ately brought to the attentlan of the engineer and VDOT. Work �,���„�,�m.��K,�, ��n�,�� �a�.ne.,������,,,�ea.��M9,ze.a,�aPo.o.� �, cease in that vicinity untilan adequate design can be determined by the engineer and approved by VDOT.c2. V13, A/I fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior o placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the�PROP. ,`;.a:�.o Pa�ro� obta/ned Is represerrtatfve of the locat/on. When soli samples are submitted to private laboratories forBuilding samles shall be clear/identified and labeled as beloninto a to be acrefed bVDOT and g'PyggPyType ,<<�n�, d- �o'oTva,�project a�a testing shall be performedin accordance with all applicable VDOT standards and procedures,Exlsting V14. All roadway fillo base'subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) n s� lifts to 95/o of theoretical maximum density as determined byAASHTO T-99 Method A, within plus or minus2% of optimum moisture foie thefull width of any dedicated street right -of --way. At the direction of VDOT, density tests shall be by a qualified independent agency in accordance with VDOT Road and BridgeqSpecifications. Certified colrles of al! test reports shall be submitted to VDOT daily, unless spec/fied other�vlse.Proposed a�r��'x��cryaaperformed e iiiusw�fia¢�snai be ���dan���ro accordance ���re�ranoe'n�a��� Use Far ParkinUnit Tabulationz��steal! `" A.��9a=rasoeo�k� ,or�ya�. Religious (45 people) 1 per 3 seats 15�`OoPROP. Da of Construct/on Masonry and Wood Frame Total m wamrv�e Area 2,680 sf Total Parking Spaces Required 15PROPOSED No additions proposed Proposed Parking Spaces 170 o ,see wa: » MAXIMUM OCCUPANCY IS 45 PfRSOIVS. #of Handicap Spaces Rewired 1 A49Xcaum occuvarvc �s es erxmrvs. vnpouo romtima Spaces t Handicap Spaces 1PROPOSED PROPOSED TELEPHONETTTV15. re�%p�E -- _ � - ELECTRIC,t��„,�.T%jEP!�T!�1ENTN®TESSfn GAS LINE WATER LINEdated °"�`°�F��°^„"""` m,��., WATF_R METER +Q) 1 "WM �reo�osEo �aEr.o�rv. .a vROP. F�, FIRE HYDRANT C�a PROPFH LABELS &FEATURESDepartment COMMON LABELS LINE DF PROJECTPPP�reports Nrr�neown��oora,.�ines PROPERTY LINES �MEn,unE LINE CORNER FOUND "°°�"^"�°°"E"'°""° o.�K,�soA�E,o,,�s Q SPACE TOTALS HANDICAP PARKING STALLV21. o<�ro,�aooaK,r�sra,. � MANHOLE IDENTIFIERotherwise Nn.A.MAn„o�EroE,,,rF�Ea O ,oA„ o�,� ���AE,o�,,.,EA DRAIN STRUCTURE IDENTIFIER ° ,�„„o�Es �.. POLESto .,r F, ,P LOCATION es �s � �r�,,.:oraE.,arc GRADING -�n-s-� o�.�,�arerno� �O c �KogM _O VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by wo.. boo and �o„w,me„u,n,��e.,,,Nan�.n�,�e,�a��`��.��a�,s a�.�Voo,�e. minimum m:i�:r,�e...�a�e��,�s �.ie,i, wm. developer, right-of-way s m The installation of any entrances and mailboxes within any dedicated street shall meet VDOTgg�PROPOSED minimum design standards and is the responsibility of the developer. VDOTacceptance ofanystreets, al/ required street signage and/or pavement markings shallbe installed,.,/��o'bythe developer or, at VDOT's discretion, by VDOT on an account receivable basis fol%wingthe Manual On „��,e,,,00,a�,�san���2a�.ek basis following ��,.�,,,�c�„��ce.,a,. Uniform Traffic Control Devices:Department.�PROPOSED V18. The developer must provide to:the VDOT Residency Office a list of all material sources prior to the start of Copies of al/ Invalces for materials utilized wlth/n any dedJcated street right -of --way must be provided �o«i���oo.a�,Da��oR,�, ra,� e � �n ,.v � the local VDOT Residency Office prior to acceptance of that work. Unit and total prices maybe obscured.Sits Aggregate base and subbase materials shall be placed on subgrade by means of a mechanlca/ DensitySite materials ��;��ee, ai °gin°s�'�3o<��'"�oofl spreader. �"v� be determined usingthe density control strip in accordance with Section 304 of the VDOT Road and BridgeSpecifications and VTM-10. A certified tomaction technician shallerform these tests. Certified cores of testDepartment shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative she// be notified and given the opportunity to be present during the construction and testing o�re�mei%�M <� e`e°*�,�waev,��'�°e�`�s �i��„�.a%�k,�,re o�,�eoM .����:pro. the density control strip. Asphalt concrete pavementsha// be placed fn accordance with Section 315 of the VDOT Road and Bridge Density she/I be determined using the de»sfty control strip as specified in Section 315 and VTM-76. certified campact/on technician shall perform these tests. Certified copes of the test reports steal! be submitted ekes „on�e,�es,�me o�a.��.� to VDOT daily, unless specifiedotherwise. A VDOT representative steal/ be notified and given the opportunity to beMISS present during the construction and testing of the control strip.ADA e In accordance w/th Section 302.03, the foundations for p/pe culverts thirty-six (36) inches and larger shall be2. explored below the bottom of the excavation to determine thea and condition of the foundation. The contractor shall reort findings of foundation ex/oration to theenineer and VDOT fora"ovalrror tolottoSIGN5PP9PPPP9 p/pe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yield/»g, or �,�a� o„�,�, �,�a�,o��,a ,,,�,e� unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the enineer a»d approved by VDOT, `�"7`ek w<.a av�� �, advanced The foundations for all box culverts steal/ be investigated by means of exploratory borings advanced be/owEnvironmental proposed foundation elevation to determine the type and condition of the foundation. The contractor sh�l! submitlights `°e'�;aa�so�°�o;�e.a�•�o,b�oo�'.a;o;a of borehole /osand reort flnd/ns of foundation ex/oration to the en!Weer and VDOT fora"ova!rlor 004 a,;�s�a�aa ��,.c constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Contra ,�s�a�ao. o*. s ,ors ors: �m.ne. ,�m,�es rsr,�,�, m�. mea ..u.'u,. ,m a � : � where o�m� ,�:a� an: �ror:„��a��a����„�,.,.F„��aa�.a�ws,,,ba,�mw„�roae9,�„e.��„ s.�,,,s �. mo,��..�m< Proposed Sfgn Data of Loading vlpaces Required 0 S9 Nn9 o� .�ane��,�e sake, o S/gn Area 50 sf Proposed Loading Spaces 0PROPOSED Heiht 10 feei�V16. o8� p�e" �_ ��1. o3PROPOSED ��COMMON o �!�7A�VDOT. HEALTH DEPARTMENT NO TES Existing drainffe/d on -site for a three bedroom house (405 gallons per day) per permit to Ralph R. Robinson ,•�`r� °,�'��°"` a°;;ie repo%,s�"'<; 6-12-70 by Herb Sluder, Health Departmentand inspected (#98025812) dated 7-16-71 by Herb Sluder.V17.Priorto �,m,���>. maximum x.sa.,,w�n rs�rm�.once e��ons..�a�<��a�,�+��m� 2, PrayerCenter is limited to a maximum of 45 occupants (9 gallons per person) per 5. Mason Alllen, Health oeoa,�mm�. Contact Numbers �Q%]G�CtN(,/j�i��Q,l"�'SflQ��,r�],f`,dQ�(�z�PROPOSED Sheet Index Surveying &Engineering Firm:construction. oss��oo� GreyWolfeInc. (540) 667-2001 Enforcement: of Planning (540) 665-5651V19. is �,9 s<o o66�s sszo Inspections: of Inspections (540) 665-5650PROPERTY Erosion and Sediment Control:NEIGHBORING k, s<o Ess:so Department of Public Works (540) 665-5643of Sanitary Sewer and Water: - Fred. Co. Health Dept. (540) 722-3480V20. Telephone: Verizon (301) 954-6282 Electric: Allegheny Power (800} 654-3317IVAIV9EOASA Gas: Shenandoah Gas Co. (540) 869-1111 oo ss�,00< <orab9 ��� UTILITY: 1-800-552-7001 m. Cover Sheet&General Notes Sheet 1�to Plan -Overview Sheet./Zoning :,�pa� ,.,o.swe :�� Site Plan-1;10Sca/e Sheet3 Erun �aPRova� �����������R�V�EASEMENT ""','SITE �� -°""` `�I.�" �PROPERTY �-�RiPARKING v�a.Hn��.aE �_- SITS FLAB NUI�6�R1. w � �� o awill � W � t� (� � `�'`a/5. Z °� °s ll O ^s '� Q�/7=z "� 2 �' 8 l�Ll i `6 W � Uo,�a�,o�o,KE����,���fi�.�ea�vo,ea�to�,�,���eaK�vF,���.�a��ty=a�,�,�m,�„da-�s,.rFEn�ewrwrAEs�a�RrLgNOSCAPIN6 FIRE MARSI�®4LL GENELTSSpecifications. FIRE MARSHALL GENERAL NOTES An fnspectlon by the F1re ,t'larsha/Is office will determine where curbing must be painted yellow. "No Parking -Fire Lane" signs will be p/aced on the site by the Fire Marshall°s direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burningbrush piles of natural vegetation requires a permit. Burning construction debris fs prohibited. Emergency vehicle Emergency vehicle accessmust be provided at all t/mes. Fire hydrants will be always be left unobstructed. Zoning General Notes ,�®l%lj°���j�CjQl"�N®t�S[�SANITARY Maxif,iumV22. a, Existing Disturbance Proposed1. Features AcreagAllowed DJsturbance2A!1 c oars gem ou o% ,� �o o� ro o�. Exterior lighting will be provided by wall-packSTORM attached to the but/d/ng & llghtpo/es,coles ' �"°:�"°"ce"�,"�°aa,e„°«��" bhts will be shielded or directed to��ESIEDIh'IENT 2 prevent °�`°. "„rsim���°a,.,rearo�°i�°� �° n. rTenrnco�� ��,.�oe��,,,a. � EROSION AND SEDIMENT CONTROL NOTE CNT®L�TEp9P9PgPPP'gLIGHT nr.,�r,.n regulations a.m:�ro„� s..�nre.<ro �o,000u����c STORMWATER MANAGEMENT NOTE APPROVALS SP # 31-09 NOTES TRIP GENERATION DATAwoo�e<..H�,.e��srk��.a�a�,o„s.F,�.,��.�a�;3�ndrs�.��.<,�.o�maa�,�.a��,.��esrmMK+.,�.,a�s,,�,,,,�ue,�.,�,��.,ear„o�.m�.>�o-,e.�r�,K.m�e,Po,�Arsirean�mee�a�u�eo�a�.00,�.a.0aooar<�r.<oA.,n��M,a,.�am.meaM,�e.�wa��"=.:n,n�,ice.m�aia�o-ro.o�.�.."nia,�.�e�m„i�n,,,aua�,�r,�oed,a,a„W�er,K:.,da:r„�.,mo���.,iiee�.,earessedrzroa�seaduringwanro����ro�i„evieou�m,a,�an,mae,�o�2ero�+ooki,,,cem�.,�me�roa.soh:,RuaiorEN�..H�rr�o.�M.o„e��<�orece,W,�se��,�m��arr�moomroq➢m�g�M�,znry�,rvi�,�e�.mP�meibraeaLE�'END rUJ y Virginia Department of Transportation Minimum Standards of Entrances to State Highways STANDARD PRIVATE SUBDIVISION ROAD/STREET ENTRANCE (English urdts) Nviv reentrance grades snonstari bock of the ahouldN fne. 1, dranage is necessary, the dilth Mne ma be moved twek to provide at least r of cover over pipe, as shown iil at right. Entrance shollbe paved to a ffi,4nxwtf Z width of 24'. ! Cx: ( 'Entrance grades ore to be smoothly tied into ! — ! the roadway by rounding as necessary, ! Z I 46n4mum r"us to be 25', increased radius ma be required by locolordionce. Resident ! or rkstrict Traffic Engineer. JQ Entrances in fill to be some a■ above 1 a} � e*cept tacotion of culvert (whan necessary). E �04 1 a 1 1 1 r 1 ? +. Pipe Cuiverts it necessary R•25'►tin. Mnenuen 25'or R/W tine (which ever is farther) Ditch . s Shovraar -- - --- _ — " ROADWAY PAVEMENT _' 4 „" ♦ ga � E.° ` rim ! �o ♦ e, � pQ' t-•-Minimum 50' Revised Ditch VerticolCurve ! No'molDitch Shoulder ALTERNATE METHODS FOR PLACING PIPES UNDER ENTRANCES i [ALL , RI-1 R I _3 R I ••••t 30" x 301r 12" x <_" . Fr, x fr, 21114 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. �t a multiway stop ntersectior 'se,: 2R_: . ,: ;unnlementary ,plate I111-3) should be mounted iust below each STOP sign. If the number of approach legs to the intersection is three or more, the numeral on the supplementary plate shall zurrespond to the actual number of legs, or the let,end ALL -'WAY (RI-4) may be used. The supplementary piate shall have white letters on a red backgroun- and shall have a standard zize of 12 x 6 inches (Rl-3) or I$ x 6 inches (R!--4= . A STOP sign �eacon or beacons may be :: -,unjunction with a STOP �icr, cc described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT WN3P WROSSRC, LANDSC41PING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 17/10 = 2 Per Impervious Area 1 per 2, 000 sf 2,2401? 000 =1 Type Credit Ex. Trees to be saved I Shade - Deciduous 5 Species Size Maple 2711 Maple 20" Maple 18" Oak 15" Oak 30" (3 trunks) 44-(A)-138 DAVID R. & RHONDA C MADISON DB 807, PG 127 ZONED: RA USE.'VACANT 119 ACRES ! % "IRF I 0 r_ 30' 0' 30' GRAPHIC SCALE l i " 44-(A)-130A 1 KELLI J. & HARRY T. RICHARD #030006359 j 1' ZONED: RA I I USE:RESIDENTTAL ` �/ IE " 1 5, 031 ACRES ti / . N 47016'37" E-142,98 % 17RF w , MECHANIC'S SHOP Contractor shall 44-t'A)-130 it W: coordinate the paving JAME5 E. & a' with the neighbors ti PATRICIA Dr LOWS 1 j that share this $ #030006116 fr driveway. + I _.. T" " " ` ri. ZONED: RA 1 + + l USE: RESIDENTIAL +. "+ .0,7ACRES + + + + i+.+ _ Apply topsoil and seeding t l + + . + • + . N 47°16'37,1 E - 203,11' O NF S/8 "IRF l f + -} + it 1 is + W + + + + + + n + + ti + ' " + EXISTING CONCRETE " + + 4 + �° + " p ry + + PAD - 2 SPACES 50 f +; . + + ; Apply Tar and Chi + + + + + + + ' + RESS + + +. + f a INGRESS-EGOR n, EASEMENT -130A ,\ r' + / + I (�_ �pAR CEd0021533 f 1. j / + " -+ �l Apply topsoil and seeding.. ra= "� + ' ' l ' �_.. { + f SHED^ 1 + . �. + " + j t EX. 50 ' +t , . + +' + + RR INGRESS -EGRESS _ 1 + + SPIKE EASEMENT FOR Ea'9e ofEX G ve/Lots , ' ,�.r. PARCEL 44-(A)-130A-y~ ,�- + #060021533 o + I `l I + / & !� � -��1;fi GARAGE m�'-�/ ,. ARD HYDRANT + � EX. 50'R.O.W. & i 15 OAK I 18"MAPLE 1u��� 'l +" �., 4, �I tjl U77LITY EASEMENT pY + �• >>s / % 1 G M gltp +' s- 1 FOR PARCEL) a_ RENNIN AL G i + + + 44-(A)-1308 ( �; r e r SG PG FIN 4 #030002116 i t;IG U NNIN ` + ' +`, r ,r '.yj , �y�pp �pgED ,� p1 A , .w.,v v + /z IRF l y 30" TRIPLE G p N B + I „ TRUNK OAK + } �I I 7 PINE VDOT ENTRANCE NOTES: 1, PAVE ENTRANCE PER STANDARD PRIVATE SUBDIVISION SPECIFICA77ONS (SEE A7TACHED). 2, 0WNER/CONTRACTOR MUST NO77FY THE VDOT INSPECTOR 48 HOURS IN ADVANCE OF BEGINNINGANY WORK. 3, GRADES AND STONE BASE MUST BE APPROVED BY VDOT FIELD INSPECTOR PRIOR TO APPLYINGASPHALT. 4. EXTEND THE EXISTING 15" CMP A MINIMUM OF 10' ON EITHER SIDE, VDOT FIELD INSPECTOR 2-WM's MAY REQUIRE MORE IF NEEDED, t/2 "IRF s / 7 _,_.. f rINpa ment YARD SHED ," ,� Existing ve APPROXIMATE LOCATJON OFUNDERGROUND } + + { ( SNEN G MAINS._ "�� '�`� g`X20'TyPCAL ANDOAH GAS ESMT N AS fr - rs_._ ,_ _�t-. • ., ::P '' q" j: / f +" + z7 F Il j rr 1 rs ll �'�� l V't .i.ne•"I, r+!'.'r ! �/ GLS. �.7.-P5 +" t qAS LINE MARCER l l { , tjiV iyfi 1 I 911 ✓ ES�E(1 - ,, + l } �'` �� r.j �; l SPRUCE 44-(A)-121C EX, WATEK l /� l MICHAEL 8. & + + + it a LOCA77ON OF SEPTIC ; \ f,_-� ;' METER / SHARONA. MORGAN r �! 1 /( I i DB 870 PG 1773 DRAINFIELD AS SHOWN �'� �, i r + + it ! BY OWNER IN 2002 - ' / . I / ZONED: RA USE: VACANT t I o 137ACRES + . + " i f 20" MAPLE ' \ _ `i r = �\°� l� ♦, 60' BRL +' + + li ENTRANCE NOTE I THE SHARED ACCESS ENTRANCE / fIf / SHALL BE "STANDARD PRIVATE ` + + +l ENTRANCE PER VDOT'S M1flh77 n 27" MAPLE . ,� + + I Standards ofEntraace to State "DINE , \,�!` - I Highways , THE ENTRANCE SHALL BE 10 4 it PAVED TO A MINIMUM WIDTH OF 24' s�\`a r y� t 25' Radius PER STANDARD WITH 25 RADII. S 4901222' W - 337,90' 5' R,/W Dedication _- - -- / 5 49°12`ZZ" W - 364181 ° '��k � , % '/8 "IRF j EX, IS CMP ._ __----•-------___- .�..__..._ b r GUN CLUB ROAD - RT 666 - 40' R/W44, li �y 44C-(1)-2 44C-(1)-3 44C-(1)-4 l DOUBLE PRIME AND SEAL THOMAS R. & ! GLENN S. SMITH I 44 (A)- 181 A,K,A, TAR AND CHIP JENNIFER MOUNTS ! #060021726 PATRICIA L L. KUHN JEFF # 5001591°7NALD b" OF ZI -B COMPACTED TO #070017071 ZONED: RA DB 595, PG 158 l I 95/o DENSITY RA ZONED: RA USE: RESIDENTIAL ZONED: RA j ZONED: N USE: RESIDENTIAL *0.5 ACRES USE:RESIDENT IAL �� }j US--'� 7AC � AL ` i � .,\/ SUBGRADE FREE OF ORGANICS 2,240 sf -New Parking Spaces -k0,5ACRES f0, 6 ACRES i i & COMPACTED TO 95/o DENSITY Net Reduction of Impervious Area is 7,443 sf � r OR (either is acceptable, owner°s choice) - 2" OF SM-2A 6" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY ICI Q � Cc J (R Ex 01 wT' W t313 LU O U o V r� (Al z 0 QUL O 0 ZUj W Z Z o CL C2 a o a DATE: AUGUST 17, 2009 SCALE: 1" = 30' FILE NO, 0055 HEADLIGHT SCREENING 36" TALL BOXWOODS 14 EACH TYPICAL LIGHT PAVEMENT AND 7AR & CHIP SECTION FOR THE PARKING AND AISLES SHEET 2 OF 3 30" TRIPLE TRUNK OAK 7" PINE GAS — - GAS' — __._.._ CI,(' SAS--__.___. �. APPROXIMATE LOCA77pN pF UNDERGROUND GAS MAIN �JAr SHENANDOAH GAS ESMT — DB 234, PG 417 i 1 LOCAT70N OF SEPTIC ; DRAINFIELD AS SHOWN BY OWNER IN 2002 i ty f ' I YARD HYDRANT i I I v, A � r I { ' AL ' - --_' t 30 PHASE 25 SIDEW K REQ D � \ P \ PHASE' 3 PARKING .5 SPACES GRAVEL DRIVEWAY Apply "Tar and Chip" �o + fi EXIT DIRECTIONAL SIG A ENT J .. go G EX. PAVEMENT \ YARD SHED GAS ,.5C,CA V 01 GAS - GAS -oz� S A ___. - l m \ Glkks GAS G:AS \ 0 1 QQ R, PAVEMENT jpo vo' V06 0 �^, 3` pool x' >� � �3•9 20" MAPLE N �W OPSeoP P10 \ Oti 100�E� 01 10�y Do r ,J 5, voo 4i w0womm__ , , TELEPHONE POLE \ f ` 44-(A)-130 JAMES E. & / PATRICIA D. LOWE / #030006116 / ZONED: RA USE.•RESIDENT1AL l `X f0.7 ACRES I ; r I 1 / / f I i 1 PR, 50SfN r 10 TALL / i /� - ti 44-(A)-121c MICHAEL B. & SHARON A. MORGAN - /(, ; DB 870, PG 1773 �--__ / i ZONED: RA % USE: VACANT \ 10' ! ,�� l f37ACRES GAS AS NE MARKER GAS -_-_._ ... G LI AS r O 1 ey \ \ WCEIVE STORMWATER l•'`� "� „ ,• TRENCH pRAISEE DE7-AFL ON SHEET 4 RUNOFF - W k \ n � \ 3 �ppq 1 $ R /-ood/(` i 9" NORWAY ip IV ?0 E�'� Ra/ SPRUCE 6 5EXIS771VG RAMP MAY REQUIRE UPGRADES OR l' O S REPLACEMENT TO MEET CURRENT CODE. c ' OWNERS SHALL COMPLY WITH FREDERICK COUNTY DEPARTMENT OF INSPECTIONS PR!OR TO RECEIVING AN OCCUPANCY PERMIT / -1 A1A'rCD' f 0 � b m i c'A S `; ti f n` l i / r if O�� lI R7-8 HANDICAP PARKING SI (12" X 18 " RESERVED PARKING MAY BE PLACED b INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL / t LINES VAN ACCESSIBLE l REQUIRED r lI l PENALTY $100-500 EFFECTIVE 1 / TOW -AWAY ZONE JULY 1, 1998 a J PARKING SURFACE CONCRETE WHEEL STOP Jf. HANDICAP PARKING SIGN DETAIL Building Mounted 6 EDGE OF PAVEMENT 5' SIDEWALK N DATE: AUGUST 17, 2009 NOTES: 81 e 1. 24"x24" TRENCH LINED WITH FILTER FABRIC NOTES: SCALE: 1" = 10' AND FILLED WITH No. 57 STONE. 1 • H/C SPACE MAY NOT EXCEED A 29" SLOPE. 2. INSTALL 4" PERFORATED DRAIN PIPE TO ( SIDEWALK ENTRY IS LEVEL WITH PAVEMENT FILE NO. 0055 DITCH ALONG ROUTE 664. (AT -GRADE. J. GRADING SHOULD DIRECT RUNOFF FROM J. WHITE STRIPING SHOULD BE 3" WIDE. SHEET OF 3 PARKING AREAS TOWARDS THIS TRENCH 4. H/C SIGNS TO BE BUILDING MOUNTED. . i U_ B � 0 U o Q C o 0 N v)Q)(6= Q� AV'w co o7 y' 7O Ln� � O�OJ Z z O ��I OUj Q Z � LU z Z O � rY a o w c LEGEND GENERAL NOTES VDOT GENERAL NOTES VICINITY MAP C4,o EXISTING FEATURES EX EP EXISTING EDGE OF PAVEMENT __._____ _-._ _......._� .__ ._._ ___...__.. ___._...._ ____.. EXISTING EDGE OF GRAVEL __..._____. _.._._ _. EX-EG _ _ __- _ EXISTING CURB AND GUTTER �__..- .___..__ "- EX CG- 6J I ........ __. EX. INTERMEDIATE CONTOUR try EXISTING INDEX CONTOUR 5!7 EXISTING SPOT ELEVATION ; ` 5r1. C' EXISTING TELEPHONE LINE ----- T -- --- - ;% - --- 7" - -- EXISTING SANITARY SEWER - �- - �- ��__ _.- F __.__ __ ___ EXISTING ELECTRIC SERVICE --- ._ -- E -- -- E EXISTING GAS LINE - -- ---- Gra,S EX. 15 RCP " _ EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE - - -�-°-�--��� r-�--° EXISTING WATERLINE W/ TEE �.% �--�°�-_�-°� EXISTING FIRE HYDRANT � EX. FH EXISTING WATER VALVE W ^_----- W EXISTING REDUCER wv-- W as EXISTING TREE DRIP LINE _ ^- t-�- ~ f� _ _- - - PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP 1. Permits must be Issued from VOOT prior to any construction In a public right-of-way. 2. The Manual on Uniform T afffc Control Devices (MUTCD) must be adhered to when working in a public right of way. .3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to on original conditions. P h' P 99 5. The contractor will be responsible for adequate and positive drainage of this site. 6. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 7. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 8. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 9. The developer is responsible for the relocation of an utilities required b this site Jan. P P Y Y P 10. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 11. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any placed under buildings, structures, or fill pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. h k 12. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities sown on this plan are approximate locations and not all utilities maybe shown. 13. The contractor will contain. all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, 14. An approved set of site plans must be on -site during the construction process. 15. The contractor will notify all utility companies prior to excavation within easements. 16. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) Road and Bridge SpeclficatIons and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA)and Virinia Occupational Safe , Virginia & Health (VOSH) Rules & Regulations. V3. When working on VDOT right -of --way, al/ traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control fiaggers must be certified in accordance with Section 105.14(c) of the VOOT Road & Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / pubNc utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VOOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision shall 9 ry Y Y P Y be the responsibility of the developer. V6. Prior to Initiation of wok, tcontractor sha rhe shall be responsible for acquiring al/ necessary VDOT land use permits for any work or VDOT right-of-way. 1/7. If required by the local VDOT Residency Office, a pre. -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VOOT Resident Office when work is to begin or cease for an undetermined fY Y 9� Y length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. possible for maintaining adequate access to the project from the adjacent public V9. The contractor shall be responsible g q p p roadway via a construction entrance that is constructed and maintained /n accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Derlclencles shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VZ1. Ali water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. 6Z� ��ROgp ��(P � �OyF �o �s F o2 SITE �ti s6 �o p� 9a �P� `�J ��� �� ROUTF� cygR 61 LESTOIyN�,Ogl� STEPHENSON J f f SCALE 1 "= 2000' ® � ® t � ~ � Ln u) C O o 0 U It M p1 c,� _C Q �� m "� o v Q 3 O � y o 'i7 � °i C: M o PROJECT INFORMA TION Owner.__ Islamic Center of Winchester 420 Stephenson Road p Stephenson, VA 22656 Phone - 540 665-4460 ( ) Property Data Building Setbacks Per Code Existing Tax Map Number 44-(A)-129 Front (Route 664): 60' 74.9' Address 420 Stephenson Road Front (Route 666): 60' 9Z 6' Area 0,5 acres Right Side (Private R/W): 60' 225.6' Zoning RA Rear: 50.01 150.0' Legal References #080008873 g Existing Use Residential Parking Setbacks Per Code Proposed Proposed Use Prayer Center Front (Route 664): 5' 24.6' Front (Route 666): 5' 147.4' Right Side Private R/W): 5` 272,4' g ( Rear: 5' 72.4 G�NIA c� m N yy Q o °T-1 o = Ln �> _ C9 P � O OO DEPARTMENT OF INSPECTION GENERAL NOTES 1. Building(s) must comply with the Virginia Uniform Statewide Building Code and section 303group A (Assembly) of the International Building Code/2000. Other codes that apply are ICC/ANSI A117.1-98 Accessibility and the Usable Building & Facilities. 2. A design professional 1/tensed of the Commonwealth of Vlrglnla shall seal the remodeling plans submitted for building permits. Plans must show all ingress/egress locations to the exte; for per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. 3. Maximum slope across handicap parking stalls shall not exceed 2%. A minimum of 50% of the required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1003.2, i3.718C. Note fire ratings around this door rf this section rs utilized. 4. There are special inspection requirements on this structure (i. e. soils, concrete, etc.) per Chapter 17 of BOCA o (_n w � z o `� g ,- �, o zoo LCIC W o `� z PQ g W Q z 4 L a Q a - � W o v u, ,x u, Q m Q zoo z ,, 0 4 7 W U ;;0 o N PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB &GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PROP CG-6R PROPOSED CONTOUR 5D PROPOSED SPOT ELEVATION +50., � PROPOSED STORM SEWER PROP. 24 "ADS PROPOSED SANITARY SEWER S S S V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be Immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained /s representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testis shall be performed in accordance with all a lrcable VDOT standards and procedures. 9 P PP P V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) o inch lifts to 95 /o of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture forthe full width of any dedicated street right-of-way. At the direction of VOOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Use For Parking Unit Tabulation Religious (45 people) 1 per 3 seats 15 Bullding Data Type of Construction Masonry and Wood Frame Total Existing Area 2,680 sf Total Parking Spaces Required 15 No additions proposed Proposed Parking Spaces 17 MAXIMUM OCCUPANCY IS 45 P6?-5ONS. # of Handicap Spaces Required 1 Proposed Handicap Spaces 1 PROPOSED TELEPHONE T T - T PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER ® 1 "WM PROPOSED FIRE HYDRANT t& PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL 1 -� SIGNS SANITARY MANHOLE IDENTIFIER (Ag STORM DRAIN STRUCTURE IDENTIFIER a LIGHT POLES -- LOCAT ION OF TEST PITS EROSION &SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING - - - - - - - - - LCG INLET PROTECTION /p QurLEr PROTECTION OP o CHECKDAM CD V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right -of --way shall meet VDOT minimum design standards and is the responsibility of the developer, V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VOOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer must provide to the VDOT Residency Office a list of al/ material sources prior to the start of construction. Copies of all Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. 1/19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test P P P reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A cerf/tled compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) Inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing P 9 P 9� PP P� P 9 pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yfeld/ng, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and re ort findings of foundation exploration to the engineer and VOOT for approval prior to constructing box. Foundation designs shall comply with DOT Road and Bridge Standard PB-1. Conga tthe g g P Y g n' Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) Inches. Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of this plan shall expire three (3) years from the date of the approval letter. V24. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified b VDOT. P P P Y V25. VDOT Standard Guardrail shall be Installed where warranted and/or as proposed on these plans In accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Proposed Sign Data # of Loading Spaces Required 0 Sign Area 50 sf Proposed Loading Spaces 0 Sign Height 10 feet z 0 � w C2 N � Z � 0 z z z a Z P � 0 � a o _ HEALTH DEPARTMENT NOTES 1. Existing drainfie/d on -site for a three bedroom house (405 gallons per day) per permit to Ralph R. Robinson dated 6-12-70 by Herb Sluder, Health Department, and inspected (#98025812) dated 7-16-71 by Herb Sluder. 2. Prayer Center is limited to a maximum of 45 occupants (9 gallons per person) per S. Mason Alllen, Health Department. Contact Numbers ,.. Sheet" Index Surveying & Engineering Firm: GreyWolfe, Inc. (540) 667-2001 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 Erosion and Sediment Control: Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Fred. Co. Health Dept. (540) 722-3480 Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 Cover Sheet & General Notes Sheet 1 Site Plan - Overview Sheet.2 Site Plan-1:10Scale Sheet SITE PLAN APPROVAL NAME �DATP� R ( O lid I�LAi\l N�f�l®Ie� := - Q � w �- p ON co ';z IM o ­1 8 (� �+ C Ps dr J UA U Q ;�: Q ti p S Z ( < Z 4 �, W LC W tJ O U � � � U (� UU- lW 3 O ^ Z L ®: Q FIRE= MARSHALL GENERAL NOTES 1. An Inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burninbrush piles of natural vegetation requires a permit. Burning construction debris is prohibited, 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. Zoning General Notes Maximum Environmental Existing Disturbance Propose d Features Acreage Allowed Disturbance 3 0 F/oodp/a/n 0 acres 0 / 0 /o Lakes & Ponds 0 acres 0% 0% 0 o Wetlands >1AC 0 acres 0 /0 0 /o 0 Sinkholes 0 acres 0 /0 0 /o 0 0 Natural S. W. 0 acres 10 /0 0 /o Retention Areas o 0 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o Woodlands 0 acres 25% 0% 1. Exterior lighting will be provided by wall -pack lights attached to the building & lightpo/es. 2. All lights will be shielded or directed to prevent glare on neighboring properties. 3. Any proposed outdoor trash receptacles will be In P an enclosed six (6) foot fence unless located inside of a screened storage yard. 4. This project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. EROSION AND SEDIMENT CONTROL NOTE Total disturbed area of disturbance is approximately 2,240 square feet. The currant regulations requires a Land Disturbance Permit for disturbances greater than 10,000 square feet. .'STOR MWA TER MANAGEMENT NOTE APPROVALS 5P # 31-09 This development will cause an increase of only 0.15 cis in the 10-year storm events. The runoff from the new parking spaces DIVERSION DIKE OD O SILT FENCE W/ WIRE SUPPORT x x x SF Rip RAP = RR o © SEDIMENT TRAP o ST CONSTRUCTION ENTRANCE CE will enter a trench drain to filter debris and pollutants. Runoff will then infiltrate and/or drain to the roadside ditches. - � X t n Frederick County Zoning Administrator Date LANDSCAPING NOTES TRIP GENERATION DATA Final Site Plan Approved by Frederick County Planning Date Department Reviewer 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. Z. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for two tY years from date of approval. If construction is not in progress at the end of this period, P g p - iod, Authority approval shall be void. 4, The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void, 5. The Frederick Coun Department oflns Inspections approval does not constitute a building permit. Building plans County p p pp 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. The ITE Trip Generation Manua/ does not have a category for this use. This Islamic prayer center will be utilized every Friday from 1:00 PM until 2: 00 PM. There will be a maximum of fifteen 15 cars for this center since ( ) the septic drafnfie/d limits the buildings capacity. Traffic will enter from Route 664 and exit onto Route 666 during off-peak hours for these roads. DATE: AUGUST 17 2009 , SCALE: N/A FILE NO. 0055 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET 1 OF 3 Virginia Department of Transportation Al'inimum Standards of Entrances to State Highways STANDARD PRIVATE SUBDIVISION ROAD /STREET ENTRANCE (Enq�;rh Ur;ts) lane• r%ienirance graces scaastar't 4oce at ice shou)der tine. I i'la"' a is necessory. •the ditch " ditch"' be moved tack to provide at least 9" al cover over pipe, as shown W at right. ( U I Entrance sholibe paved to o roenln width of 24'. ( Entronca grades ore to be smaotMy tied "a 1 Z 1 the roadway by rounding as Meessory, I ttv 1 ld;nimum radius to be 25%increased radius rrwyy be req u;red byy )ocdordionce. Resident t.J I or Disl(tct 7rolfic Engineer. ,~ <t Entrances in fat to he some as above Gil\ t > I except focolion of culvert(when necestary), °E 109 ! a t i 1 l 1 ! 1 ! 1 ! —So• 1 R•25' W;n. Pipe cill erts it neces►ary R-25'kin. WimAm 25•or R/W tine twtich over is farther) Ditch i AfAM ROADWAY PAVEMENT ____--_--- 1 t Wnimurn 50' Revised Ditch VerticolCurve Normol Ditch Shoulder ALTERNATE METHODS FOR PLACING PIPES UNDER ENTRANCES Ri-1 R)_3 R1--d 301' x 301, 12" x 5"' g' x G' 2B4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. A" a mutbwav atop intersectior. Ise,,2B .unnlementary plate (RI-3) should be .mounted lust below each STOP sign, If the number of approach legs to the intersection is three jr more, the numeral on the .upplementary plate shall :or respond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used. The supplementary plate shall have white letters on a r ed backgroun- and shall have a standard size of I? x 6 inches (Rl-3) or IS x 6 inches (RI-41. A STOP sign ';eacon or beacons may be :n conjunction with a STOP Bier ac described in section 4E-4. Secondary messages shall not be used on STOP sign faces ROADSIDE SIGN RURAL DISTRICT W N JP, ;ROSSRCr. LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 17/10 = 2 Per Impervious Area 1 per 2, 000 sf 2,24012, 000 = 1 { Type I Credit Ex. Trees to be saved I Shade - Deciduous 1 5 Species Size Maple 27" Maple 20" Maple 18" Oak 15' Oak 30" (3 trunks) % "IRF 44-(A)-138 DAVID R. & RHONDA C. MADISON DB 807, PG 127 ZONED: RA USE,'VACANT 1.19 ACRES 30' of 30' l l� C 0 0 GRAPHIC SCALE !t i=f Z E 44-(A)-130A t i / l KELLI J. & HARRY T. RICHARD to�� #030006359 ` �l 0 0 0 i ZONED: RA U I USE: RESIDENTIAL n �. `- ti "p 5, 031 ACRES r :-F'�� ,. ,. 1 O��Q �� R3 N 47016'37" E -142, 98' � % "IRF / 1 •� tip N O ( 'p U O c S jt itn/ MECHANIC'S n; r ; SHOP 1 Contractor shall 44-(A)-130 l !17 r - WI coordinate the paving �' t JAMES E. & it w with the neighbors �I that share this PATRICIA D, LOWE r I driveway. #030006116 f` + USE RESIDENTIAL i f! ;&0.7ACRES l + + + + 4+ Apply topsoil and seeding t +' N 47016'37" E - 203,11' !Spa "IRF ! l + + + ,t t + + + + + + + + +. + + . + + + + + r .,.\ , l i + + + } + + + + s { +: Z o } +.- • . + EXISTING CONCRETE + oa` + + + } +r + + + Apply "Tar and Chip" + + . + t., + + PAD - 2 SPACES .+ + S p� + + + . +. + .l. +, -t + !1 EX• EGRESS m . ! + + ' + + + t .4 INGRESS- t t - EASEMENT FOR \\ + + 130A `� 1 PARCEL 44'(A)' , I, ( ��- #060021+33 r + �I Apply.topsoll and seeding - - �i + + + + r - - 50' BRL i 4 +1 +: + + f i I = --�-- SHED- t + . + +. ? . �, r INGRESS EGRESS { Ei +1. .�: + + + + RR _.._ SPIKE EASEMENT FOR ( Edge ofE�: G ve1 _ , ; 'l: „ ' �„ j �' ,�� j ' . ,y + l PARCEL 44-(A)-130A i Lot .' o v, + r #060021533 &i GARAGE )� �/ I�YARDHYDRANT + + 15" OAK EX. 50 R.O. W, & ii � 1 18 MAPLE UTILITY EASEMENT I ( r pY 6 1 + FOR PARCEL 3 �I 1 NI�GEup + + ssos9 f 44-(A)-1308 �, f t i f Y ' /� ? SCREE 0� FINAI. G + + .. #030002116 t .:/ HEAD p 5A11 BY pLA�NIN \ ` + + + +� + t/ „IRF /!'l 30" TRIPLE :�?`� (. IK SON -� . ` + ------ ` t) �i TRUNK OAK .- } �� _ FIEQ INSpe x + + + I I 7 PINE ;' y + eA:._..___. f✓.3 OA's.,..._ ..:u5----CAS-_..._. + I l j / �l \� ` ` ! ..-•..^. t \ F j'� !l I t! 0 0 0 0 0 VDOT ENTRANCE NOTES: 1, PAVE ENTRANCE PER STANDARD PRIVATE SUBDIVISION SPECIFICATIONS (SEE ATTACHED), 2, 0WNER/CONTRACTOR MUST NOTIFY THE VDOT INSPECTOR 48 HOURS IN ADVANCE OF BEGINNING ANY WORK 3, GRADES AND STONE BASE MUST BE APPROVED BY VOOT FIELD INSPECTOR PRIOR TO APPLYINGASPHALT, 4. EXTEND THE EXISTING 15" CMP A MINIMUM OF 10' ON EITHER SIDE. VDOT FIELD INSPECTOR 2-WM`s MAY REQUIRE MORE IF NEEDED. '/2'7RF s 77 2,240 sf - New Parking Spaces Net Reduction of Impervious Area is 7,443 sf rs _ _ ,; r { _ _ r YARD SHED Existing Pa \ , /� ' 11 v/ i' / ., +. 31'r' l / /rf 1/tN l + i APPROXIMAT,ELOCA77ONOFUNOERGROUND G-- c r . '' 'X20' 7YPCAL: AS MAIN / SHENANDOAH GAS ESMT N DB 234 + + + -i- + 47 ! 2*4' {xa'",c-t•, �e; �{`% Ao / � t r OAS LINE MARKER - w t l� ..--.•,/-- � OM PREP � � � _ r� ' �� ,'' "- 0 l ! j9" NORWAY �j' I - - SPRUCE 44 (A) 121C EX, WATER J MICHAEL B. & � �I( METER i � i t ' SHARON A. MORGAN DR41NFIELD AS SHOWN , LOCATION OF ; �� ,,.:== � � � % i DB 870, PG 1773 i g i i I q BY OWNER IN 2002 "� l +� ' l l ZONED: RA r v / USE.•VACANT rr 137 ACRES 20" MAPLE ru. CZ ! a 60' BRL I l ENTRANCE NOTE ma's THE SNARED ACCESS ENTRANCE t l f �I I SHALL BEA "STANDARD PRIVATE �l ENTRANCE" PER VDOT'S Minimum 27" MAPLE Standards ofEntrance to State „PI l l ,-'�! Highways , THE ENTRANCE SHALL BE 10 NE }I 1 �, It PAVED TO A MINIMUM WIDTH OF 24'` f r 25 Radius i I ' PER STANDARD WITH 25' RADII, S 49°IZ'22" W - 337, 90` 5'R1W Dedication +. _ __ _ _ ___._ _ S 49°1Z22" W - 364,8i' `? /'z �� - �r %s "IRF e. j EX. 15" CMP ! GUN CLUB ROAD - RT 666 - 40' R/W }la / • DOUBLE PRIME AND SEAL 44C-(1)-2 44C-(1)-3 44G(I)-4 -181 , A,K.A, TAR AND CHIP THOM,AS R. & I GLENN S. SMITH / I � � EYA. JENNIFER MOUNTS I #060021726 PATRICIA L , KUfiN / / JEFf #0500 S�NALD 6" OF 21-B COMPACTED TO #070017071 5/ DENSITY ZONED: RA USE: RESIDENTIAL .f0,5ACRE5 ZONED: RA USE: RESIDENTIAL f0.5 ACRES D8 595, PG 158 ` j j ZONED: R4 o ZONED: RA j USE,•RESIDENTIAL USE: RESIDENTIAL p 10, 7 ACRFS /~ \/ SUBGRADE FREE OF ORGANICS 10, 6 ACRES i I / \ & COMPACTED TO 95% DENSITY OR (either is acceptable, owners choice) - 2" OF SM-2A 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY �Qozzo w � ct WLU o �Z�WU)C� �q�-��� �U�����Ln 4. Iti LU 1_:T►�, � O w w g Q m Q 0 ocl = o � rn Ct o 4 4 � M DATE: AUGUST 17, 2009 SCALE: 1't = 30' FILE NO. 0055 HEADLIGHT SCREENING 1 36" TALL BOXWOODS 1 14 EACH TYPICAL LIGHT PAVEMENT AND TAR & CHIP SECTION FOR THE PARKING AND AISLES SHEET 2 OF 3 i f J ■ (U-) k O O \■►� ` Nt to Ln % pb 4 7 �, YARD HYDRANT .' , .. 44-(A)-130 �` JAMES E. & PATRICIA D. LOWE f i` _ U , GARAGE #030006116ZONED: RA USE.•RESIDEN77AL / r %l 'Q _0,7 ACRES l M Qom« n asv m ; f 1 / , ✓ I CDQ1 _ � � V) ty � p PHASE 2 - 5' SIDEWALK REQ'D �'~ w � GRAVEL + DRIVEWAY , Ibm o _j / � � J�.B •. h � �� l '"Tar Chip" AY andP PP f I f , 1 j v 30" TRIPLE ' �_' ' i f' i� + TRUNK OAK . ` ., —� f 1 .. —, PHASE 3 PARKING" 5 SPACES `\ \was EXIT IRFCTIONAL SIGN .- D __ .�._ ___ ____._ - ._ _.. •` 1 f 7PINE -�� 1 f r I ftcr �O 1.� a PR. SIGN ~�� 50 SF %' �f O ©� 4 O C.3 m �,. _ 4. ,, N EX. PAVEMENT 5 ' � ,�� �` l 10' TALL /• �' lLi W O Q W C) ti Z V) 0 T CA __.._. GAS � ^� k4;� r -- -. r A . YARD SHED � '� f 9 / \ � `\. rn y \ 1 ,,f / � ,� i � " f I _ �� / 1 44-(A)-121 C - MICHAEL B. & �` SHARON A. MORGAN ,� 1S Q Z !� (5 f � r . c� W (n K Z � ►-, I.,, 4 t;,�, _... UA ". APPROXIMATELOCATION C�?r _ _ ~ GAS �, f ~ �\ ��' "` ` n �lv l / t� / "r f' I �, / / DB 870, PG 1773 ZONED: RA -�] ? Vi 4. Z V W W Q OF UNDERGROUND GAS MAIN SHENANDOAH GA S ESMT N DE 234, PG 417 -_ f �. ,.. ij��.S . _.. � / E�. _ i A<' _._ SAS �_ _ -- (; _ '� ��'e' a �t _ c,Q ' vL� - GAS "3 j f, �!� - r4' ` ,. �`\ �, f �` ��' i � / j USE.,VACANT f f 37ACRES W Q �-r (} C7 W O Z q W rt W c� �p cC `t Z ! ,...,,.,.""' rF" •\, - cti1. � _. c �J p C try' i-'1 v , r ems-" ,^\--+--...... (.. l.�ti,_1 - O�0- ('� - V ;�, f \ ` f / { rr j ;AS f /t l Z Q q ,,a O O �yLQwU"JZ t: cy e ` C. O w. O (n v J ' Q a R, FAVEMENT }GAS �'AS. _ f,S - i _ �aS s 'AS toy GAS WOW h --.. -_ _ TEL �� / r -` , 1. O `J Uj °p 7v. P+Cpi`0 eD fi {`---�"C'� ,1 i,G _./ :� � �'" '' ..£ �'��`+ f .� / '� // !(I r /.r' . � -..--' 1 �U � t n nv � o�^ toN , toel �. £� WATER 5.�, f i a STORM TO R�01VEON T 4 OJ „ `•� - 3 �� Ovb1e 000T Q, 3 N-CH DRAINSEE DEt AL SNEE 22 TRENCH If step 5ti✓y l � o / ' �f / ; W 9 0 I E l 1 9"NORWAY ' / r �•.y E` Z 0d �X. V� amp ! o Vol- � � I t SPRUCE , .�� s i ", - Ix, � rat \� t .EXISTING RAMP MAY REQUIRE UPGRADES OR ( i �' - `" = / / f f r f W � REPLACEMENT TO MEET CURRENT CODE. fr OWNERS SHALL COMPLY WITH FREDERICK ' f f I a W l j l r Z w- COUNTY DEPARTMENT OF INSPECTIONS I PRIOR TO RECEIVING AN OCCUPANCY J O "`= PERMIT. / ( � ,��, .- I / ; f f �f / pQ y� l 'WAT R'MET tY � Q� R7-8 HANDICAP �12-XNGla�j'u\� ( p T � "+� � � �"` � M LOCATION OF SEPTIC DRAINFIELD AS SHOWN �� '; �PS�MP0 `° ,� r � M f / ��� / � � / RESERVED MAY BE PLACED INTERNATIONAL S?9NBOL AD ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT '(1f,, tW ("+ W Ltd r ` t /1 O v � 1 i-r BY OWNER IN 2002 \� '; ,✓.' ,1 ;,` f ' / / /I Y ! // TO ACCOMMODATE THE ADDITIONAL LINESVAN [ ') U)~✓ V N � Acc£ssreL£ V f ° 1 If REQUIRED i EFFECTIVE PENALTY $100-500 JULY 1, 1998 TOW —AWAY ZONE ! ,xx� F I ! /' 'r �Q \ / .r � 20" MAPLE —" a. -,1 \�� jf i / '' /I f !f PARKING SURFACE CONCRETE WHEEL STOP HANDICAP PARKING SIGN DETAIL Building Mounted W � I _ / I 1oLu p 0 Z' EDGE OF PAVEMENT Qj cat (5 \ N 5' SIDEWALK N a w Cu w CDp O � NOTES: D DATE: AUGUST 17, 2009 SCALE: ill= 10' 1. 24 "x24" TRENCH LINED WITH FILTER FABRIC AND FILLED WITH No. 57 STONE. NOTES: H/C SPACE MAY NOT EXCEED A 2q SLOPE. 2• SIDEWALK ENTRY IS LEVEL WITH PAVEMENT 2. INSTALL 4" PERFORATED DRAIN PIPE TO DITCH ALONG ROUTE 664. (AT -GRADE. FILE NO. 0055 J. GRADING SHOULD DIRECT RUNOFF FROM PARKING AREAS TOWARDS THIS TRENCH J. WHITE STRIPING SHOULD BE 3" WIDE, 4. H/C SIGNS TO BE BUILDING MOUNTED. SHEET 3 OF 3