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50-06 New Life Christian Ch. - Church - Back Creek - Backfile
7•,: CENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY M4P z EXISTING INTERMEDIATE CONTOUR -- - - -- - _ SCALE 1"= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR `---- -- .. --.- �- . , / , :::J� i •�`� �� .!I 4 ,w ti a LU Count construction standards and specifications and/or current VDOT standards and specifications. Transportation VDOT Road and Bridge Specifications, and Standards, The Virginia Erosion 330 �� y P / P P (VDOT) g P g• PROPOSED CONTOUR 40 , , , 1. ,•I: - :o.': .. u,. ;... and Sediment Control Regulations. and any other state, federal, or local regulations 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, EX E/P; applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT % t ;"p��I ( �� r' •' ; •� f ' must be provided prior to issuance of the site development permit. The approval of these plans in no way Tans, the most stringent shall govern. l✓� u/c I ' ®'1 =' : �. .��f relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g g PROPOSED EDGE OF PAVEMENT PROP E/P ��� ��� ` .. e $� 1 j f., 1 Control Handbook. V2., All construction shall comply with the latest U.S. Department of Labor Occupational EX CFCs9 ,�i ���1��,•=;,� �r , , i P Y P P EXISTING CURB AND GUTTER . �, � ; � ., .: � .`/... • . , _ :.• ;^ ' • ; � :: i 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety Health Administration and VOSH Rules Regulations. rl ,,, • c p, �, ;' , + a �, t' (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP CFCs a\ yrf, , ifl �., �., wFsr' o ,� I' Lid(f _ ` ," ; LU o LO V3.. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, c , �,; := -�'w -"� r , ' 1) I. co 4. Approval of this lap does not guarantee issuance of an entrance permit b VDOT when such permit is CCs-6 TRANS CCs-6R • ry �' `, s`�'r' 0 " �� '�'{� CO PP P g P Y P shall be in accordance with the current edition of VDOT s work area protection manual. - - /: 72 " ' )' ° P TRANSITION FROM CG-6 TO CG-6R ..s, ,, • •' `�, �'' :: +� : �` ,� ,• •. • ' � m � � required under State law. ; .'-�h°i' Furthermore, all traffic control flaggers must be certified in accordance with VDOT s T ay �' a: ,•.;_- ,•.� •°� � e � _ � EXISTING TELEPHONE LINE T ¢. • \ x. o-. - -�- 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C, r :. i i' "' a 1� ;. q CO os with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T s,? I o %� - V4.. Design features relating to construction or to regulation, control and safety of traffic may II ess`°,, ` 'Q..,, `• ,", •. ' ,�,' :c��•:,5`�• r•; . •• o i (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be g g g Y Y EX. 15 RCP ,.`'":, ry o. i(! '� d C�2 EXISTING STORM SEWER i. ;; :1 i� �'. P o •• r .. responsible for providingguardrail and paved ditches as determined b this joint inspection." Refer to be subject to change as deemed necessary by VDOT. I-`�---- -✓ x cat ` Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15 RCP _ • t • `9 v ,~ ,� /,_ . Prior to initiation of work Contractor ,.�•-® r /b V5.o shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER ("� .• ;,_ ,•• /j W o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for an work on VDOT right-of-way.�;. �' L 'c /` ' �_ - c• ' "" �'Ln representative of the developer must be available at all times. P Y EXISTING SANITARY SEWER----•�---�- �` "$'9 �'' +`•��'`'• _�' P P :. ,'�' ,1 ie` 3s F � � / •rr-•^'yf.9 •... �•�i ^y r_ °:.`o.a f..,�Tk � �C21R:`• � BM' � , r• .-4 �'i � �,i V6.. If required b the local VDOT Resident Office, a reconstruction conference must be PROPOSED SANITARY SEWER r':.' :• �` i •"` tip!✓: " -�. =.c . `o ,...:: 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic ',T ,} : !.,• , � .T.t .. `� /�, • w , ` �,�� , •.,-: Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the / - •�' ,, ��;. ,'T EXISTING ELECTRIC SERVICE ;r` _ ,.:.' .•,•.Y...., �_ - �.� ';. ' contractor, various County agencies, utility companies and VDOT prior to initiation of work. 4 : '1. .- e' `••:f':;. 6 vo �' 8. All unsuitable material shall be removed from the construction limits of the roadwaybefore placing ��. pri ` �`• ' ° ►--'� �' sir®• �-� �, P g PROPOSED ELECTRIC SERVICE �; • '9r .r;�%,. -• ., .-t• r • °• �_ �� $, �, embankment. V7.. Contractor shall notifythe local VDOT Resident Office when work is to begin or cease for ?->,-'•_ ' �' `'- • �••:.•°•'r any undetermined length of time. VDOT will also require 48 hours notice for an Q-- - �^� ' L`" i '"' : �• • • ":''•'' �G� g q Y EXISTING GAS LINE 1"" �` -'$ /.: • o Ptng. ;• c: j 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less - / . - . . ; inspection. � ,-`' .,- vo 0-��i,r, ...,•• •. ten r i:... , s, � • :gyp •e than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. " a ` w +f�i • „a� • a.. ;•- PROPOSED GAS LINE - . a �•`pr 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to thelimits indicated Va., The Contractor will be responsible for maintaining adequate access,. to, the project from the PROPERTY LINE ®® ®® w.` ..e1 .:,�,va+ -l�ri w,,. ,/• �, :','"o ' �A •tie • .;' 8Me emetic �tBeC`�Ja ��a/v C on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a'"construction entrance , '� ,"' �' .. awlU z .�; / ,,�� _��' r�6, "�•; �`'� •� in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. _lZ,,e3/!�•, -- r Rohs �o • • �s�t,, . ns rv- `� W 11. All springs shall be capped and piped to the nearest storm sewer e FLOW LINE . _ ... ... . •..�....�. ... ...� ; ,� gill�r•, � S� I i. rfi-Z :r �, ; , _ .o, t- p g pp p p m e manholes or curb inlet. The pipe shall Furthermore, access to other properties affected b this project shall be maintained '% : •• . F, ^��®� '{- �°1 ' ' be minimum 6 diameter and conform to VDOT standard SB-1. EXISTING FENCELINE T--K-X X -X- X x--j���- through construction. � • -. J r �;1 12. Construction debris shall be containerized in accordance with the Virginia: Litter Control Act; no less than EXISTING POWER POLE {} - y�� f i -.� ;® L V9.. Contractor shall ensure adequate drainage is achieved and maintained on the site .durin "'` '' -•� v' + °•�'-�`'• • one litter receptacle shall be provided at the construction site. q g g ;/ .,-� gr�rt \t, ,.•+.ti, `' r;•" „t ' and at the end of construction. EXISTING TELEPHONE POLE t• d `1� - :• :'.�• 'i;• ` . ..1i. •... _ •'e• •,.. 'I f ,�e s�� ••°'! • •e •. rrr..� ;J 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to � I �. -"�;� r '� f•''" � Z n, enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust and to takeEXISTING WATERLINE W/ TEE '. - ". , P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are 'to have::.A'' a" 'os• \ +- Q whatever measures are necessaryto insure that e „Tie, `; - • •o •, Ul the streets are maintained in a clean, mud and dust free ; • : :� ; ' �,,. ••• ;� .off rc ,. ' =.• . , ,/ y o Q minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE+�-� .%-�"' ► • - (X condition at all times. - �' • ..... £-...:...x.`• �'..:1/r' . '� ! o Z3 .o =...' LU 1 V 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vli. Any unusual subsurface conditions' encountered during the course of construction shall be EXISTING FIRE HYDRANT !I H sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work , shall cease in that � w U vicinity until an adequate design can be determined b the engineer and approved b VDOT. EXISTING WATER VALVE --- -- -�-- -- -- ••-®-W --� PR®r El/T INF®R�IATION Ld O z sheets, and connections to existing lines. Y q g Y g PP Y 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL IDENTIFICATI❑N NO, TAX MAP 63 ((A)) 4E IZii }_ standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER 1>- - --- STREET ADDRESS; � .4 Q } 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSEDREDUCER -'-- . BUILDING HEIGHT TOTAL AREA: 5.00 ACRES ®� 4 Q ' contractors responsibility to verify the exact horizontal. and vertical location of all existing utilities as needed V13. All roadway fill. base, subsurface material and backfill of utility/storm sewer trenches shall �_ ; �3l .. Q STOP SIGN PROJECT AREA: 3.5 ACRES / MAXIMUM = 35 )- to z f1 prior to construction. The contractor shall inform the:engineer of any conflicts arising from his existing be compacted men 6 lifts to 95% of theoretical maximum density as determined by ' rs; N UJ utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for .the full width HANDICAP RAMP (CG-12) , DISTURBED AREA; 3.21 ACRES a' % e3 PROP. HEIGHT = 24.33' - Q CURRENT ZONING RA : t' ,,,;�5 .`..F;.l..,, .- - of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT " ' O u (� 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE, VACANT „ n '0 U (K al 4 result of his construction project within or contiguous to the existing right-of-way. _ Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PROP❑SED ZONING N/A PROPOSED USE: CHURCH � � -- 0 final VDOT approval. PARKING INDICATOR O 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 must be provided to Frederick County prior to issuance of grading and/or site development permits. ¢ N m V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans a N TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PROVIDED PARKING CALCULATIONS and further. where determined necessary by VDOT Inspector. 0 19. The developer will be responsible for the relocation of any utilities which is required as a result of'his FRONT: (00, 121.7' REQUIRED: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDE: 50' 1313.1' CHURCH: 1 SPACE/3 SEATS shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING , REAR; I 50, 331b.3' 250 SEATS/3 = 633 USE 84 SPACES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PARKING SETBAC S: in accordance with state law. In the event gravesites are discovered during construction, the owner and,' "V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 K 1 I OFFICE: 15PACE PER 250 5F engineer must be notified immediately. an dedicated street right-of-way FRONT: r 4`� 6 I SPACEREQUIRED g Y y t right of way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE • SIDE: 5' 55.8' acceptance of work. Unit and total prices may be obscured. REAR: 5' 355.3' 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 85 SPACES REQUIRED at (540) 662-4185 immediately of any discrepancies between actual field conditions and the` approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -(�- EXISTING STREET LIGHT r YOUTH ROOM: NO PARKING REQUIRED 22. Controlled fills shall be compacted to 95% of maximum density as determined by -method, "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an GROSS FLOOR AREA proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered* account receivable basis. PROPOSED CHURCH = 1,125 S.F. P PP ' Y Y g• PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a PROVIDED: geotechnical report has been prepared, it should supersede the requirements in this note. VI 8. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT 86 SPACES SIGNS: MAX: HEIGHT = 35' 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER C SETBACK = 10' FROM R/W HANDICAP SPACES REQUIRED: C or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA = 100 SR PER ADA = 4 SPACES of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 HANDICAP SPACES PROVIDED: in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 4 SPACES OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. (I VAN ACCESSIBLE SPACE) ANY PROP. LIGHTING SHALL UTILITY CONTACTS' FIRE SHA 9S NO EASEMENT LINE - - 0 0 � L NOTE CENTERLINE SHIELDED TO PREVENT GLARE ,.4 E EXISTING SPOT ELEVATION X 6304 ON RAU 4 ADJ. PROPERTY OUTDOOR STORAGE: N/A U) Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signag_e: 125 P.O. Box 1877 PROPOSED SPOT ELEVATION X Winchester, VA. 22604 Any "No Parking" signs and yellow painted curb locations will be installed LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED �, � EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED w (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. W C_ ,> Phone: Bell -Atlantic �� co W W P.O. Box 17398 EXISTING TREE c%� 15" OAK 15" PINE Baltimore, MD 21297 APPROVAL L®CI� NOTE: OCCUPANCY PERMIT WILL. NOT BE ISSUED UNTIL ALL APPROVALS AND � � k (301) 954-6282 �^ OAK IN AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE PROPOSED TREE �• � ` Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A �`'WELL AND SEPTIC SYSTEMS. C>) ° PERIOD OF FIVE 5 YEARS FROM DATE OF APPROVAL. P.O. Box 1458 ( ) ' Hagerstown, MD 21741 Esl p; 1-$00-654-3317 INSPECTIONS DEPARTMENT NOTE: Z Q Gas: Shenandoah Gas Co. 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, LU x USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000 P.O. Box 2400 />��, OTHER CODES THAT APPLY ARE ICC/ANSI A 11�.1-S8 ACCESSIBLE AND USABLE FACILITIES. Winchester, VA 22604 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED (540) 869-1111 SIGNATURE DATE ARCHITECT/ENGINEER. U $5 i FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET :'8 o f 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 1 � 1 I4 ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD� �wr 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. ® � Project Name: Project Number: =' 560 CHURCH 7,125 9.49/1000 SF 67.6 �'IUPIG o. 26715 ADRIKfslf> 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE No. 026715 NEW LIFE C H R 15 T I A N CHURCH 2 i 03 AUTHORITY'S INSPECTOR. 0,445 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER AL Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 SHAUJNE DI5TRICT JUNK 30, 200�o THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No, 293 MIDDLE ROAD 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET THET UST 5 OF THEUJ N LIFE CHRI JT I AN CHURCH WINCHESTER, VA 22603 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE INDEX THESE PLANS ARE IN CONFORMANCE WITH (540) 123-9733 DATE: JUNE 2006 ` AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. I COVER SHEET (NEW) FREDERICK COUNTY STANDARDS AND Developer: 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE p Address, Including Zip Code &Telephone No. DESIGNED BY: JSM IA COVER SHEET (OLD) 293 MIDDLE ROAD AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IB COVER SHEET (OLD) IN THESE PLANS SHALL BE APPROVED BY THE TRU6TEE5 OF THE NEW LIFE CHRI ST I AN CHURCH WINCHESTER, VA 22603 2A SITE PLAN WITH REVISIONS THE ZONING ADMINISTRATOR PRIOR TO (540) 123-9133 CHECKED BY: TNA 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. CONSTRUCTION. M D Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR 151 WINDY HILL LANE JOB N0. 2103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET II OF /5 UNITY MAP EXISTING INTERMEDIATE CONTOUR -- -- --- .. _332 , _ - _ ._ .�- SCARE 1 "= 2000' 1. Methods and materials used in the construction of the improvements. herein shall conform to the current Vl. All work on this projects all conform to the latest editions of, the Virginia Department of CONTOUR INDEX :EXISTING CO UR `'"" "•� - 330 --. - °- �':' l �'" ' 6 "'- • :�• .t �1! ` '�' ! v Y County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Roa an Bridge Specifications, and Standards, The Virginia Erosion l ')�, .,ate I'1 j �,�.✓; .�,y'-1..�,, �� t �' 7" �'"� I and Sediment Control Re latigns and an other state federal or local regulations PROPOSED CONTOUR'RL •. _. , z 1 `' �, : . . 2. Measures to control erosion and siltation, inc ding detention ponds serving as silt basins during construction g 1 y g - j "'�-' ° • ' > r ` * 7 g P g g applicable. In the event f conflict between any of these standards, specifications or EXISTING EDGE OF PAVE ENX E!P % ®rpll; P•" °rZ �'�• :�� ,! i , . f ,, must be provided prior to issuance of the si a development permit. The approval of these plans in no way PAVEMENT plans, the most stringent hall govern. 4J.. B• 2 �� t , . relieves the developer or his agent of the re onsibilities contained in the Vir inia Erosion and Sediment PROP E� �. 1`•. ,� P g P g• � ;PROPOSED EDGE OF PAVEMENT Control Handbook. �� V2. All construction shall cam ly with the latest U.S. EX CtCs ! �;\� i ®y°,J,- Department of Labor Occupational � � � 1 EXISTING CURB AND GUTTER ;w••r� °; .n •'r •� ,• ,,? ';. :1•;!;. tiv s 3. A permit must be obtained from the Office o the Resident Engineer, Virginia Department of Transportation Safety 8e Health Administrati®n� and VOSH Rules &Regulations. ,®, , • , j �: m (VDOT) and Frederick County prior to construction in existing State right-of-way. PLO' CtCs �,� 11 ; ;Fs� P g g Y V3. When workin on VDOT r t PROPIOSED CURB AND GUTTER '� ; N 5 g ig -ol-way, all traffic control, whether e ,® �'� , :,,�,;��; �• •1� p rmanent or tempor2rye • .7 • !• 0.• •�� . •. w••r:.na• -•`� . I;• tl • :• , 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ; 1 i CG-6 TRANS, CG-6R • ,,s : �, _ ,;••% „� ,• • .�,;_ . ,;;• shall be in accordance wide the current edition of VDOT s work area protection manual. ITRANSITION FROM CG•-6 TO CG-6R .`.- ' _ •,� M -- p o required under State law. Furthermore, all traffic co�atrol flaggers must be certified in accordance with VDOT's 1 .�y '�" $' • 'T •° y° ` �"' �' ® 9 l• , Januar EXISTING TELEPHONE- LINE 5. The, exact location of all guard rails will be etermined by VD®T personnel. "A joint inspection will be held y, 1994. {or latest a ataon of) .Road &Bridge Specafficataons, Section 104.04-C. ; '--""-- -:-: � ! ''.«-•-' •g,:• . _ °° •:, ' ''•+^ :,, o o, .�, � ��� .� •. .,� ' 1 sROPtSED TELEPHONE LINE the Developer, County Representatives, d Representatives of the Virginia Department of Transportation ;PIpa.. •� ! ens .fin• .;' :.; ;; ....,•; :•: (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may „ A ;' �•� :`,:; ••. " `' ���`� a''•o� . s •• responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to be subject to change as d emed necessary b VDOT. EXISTING STORM SEWER EX, 15 RCP ' ' ''1' ' • •'-.%.°` i ' ' • • ' � `'"`.` • �• ,,r o° ; s'' ��� ••= P P g g P Y J P Y Y o ®' •. .r '�==: ...� r a1. Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 15 RCP - ��-'�_ �\�� .••e, , •- V5. Prior to initiation of work Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER - i, ';' : : � ;� •j� r : �; �' 6. An approved set of plans and all applicable p rmits must be available t a the construction site. Also a i l� °' a� .• :�� ~ r ' _' land use permits for any work on .VDOT right-of-way. %: �- %' l "+ z•,.: • representative of the developer must be avai ble at all times. EXISTING SANITARY SEWER i;.- r :1_^ xe.s:.'e ss 4 ; ` -, ` " ,; °•• ::. • `! e V6. If required by the local OT Residency Office, a reconstruction conference must be 'PROPOSED SANITARY SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic ocaenc Y P =1 Qom,• '� -� ® �.c . - Control Devices (MUTCD). arranged a y g / p Vow and held b the engineer and/or developer with the attend *I , ; . •,:� ..... once Of the � r .�, t.• .•• •/-•o • _, contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE 1 ~„ 8. All unsuitable material shall be removed from the construction limits of the roadway I it. ?, °= > ;J1� •�,.. .�. w y before placing `PROPOSED ELECTRIC SERVICE ay :. ,.:f0 , ,� ' ..../', • r -= embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for s•-' ,� .. . '''•• �....•�•:: ` �' °•��" woes^ r any undetermined length f time. VDOT will also require 48 hours notice for any 'EXISTING GAS LINE Ong),'�:' ,: 'o' :•• G� .:.•� 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less • . - v %�'= .:.��► "gee• inspection. , .i- ® `;. ;. .•° �,.Qen f ,.:!4•, y i .. �, �'' than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE r• ' _ U c� ': r -''. ,�� s 'jl% • -:� ^' 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be res onsible for maintaining adequate access to the project from the I " " .. nt'�' "'°`'. ,�� \' -*�` '° • on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance :PROPERTY LINE �r ' .fir ' ° ' ` ��V Z_ • .. eM_ ,me°tiatl�lao , ' P �l P P Y, • W O y.� •. a13 Y56• 1-'° Ts• r ' /� - in accordance with the Vi inia Erosion & Sediment Control Handbook, Sec 3.02. FLOW' LINE - y ' '904P.4 ea' �® R°b1 ••; r � i �`" 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The �^°' °•• °" °°®� �" •' Pp p'p pipe shall Furthermore access to of er • properties affected b ;this project, shall be maintained `:: t '.,. ' �• i• !� ~ 1• be minimum 6 diameter and conform to VDT s - •� : -: `. •��� _ ..? ' a i °' r standard SB-1. • P P Y P j ;`, • .� 1 a through construction. EXISTING FENCELINE r 12. Construction debris shall be containerized in ccordance with the Virginia Latter Control Act; no less than , EXISTING POWER POLE -(�- ' _; , a. _ �_,� yt 2 • .%"� ,,� ; one litter receptacle shall be provided at theconstruction site. equate drainage is achieved and maintained on the site during V9. Contractor shall ensure acie u .. .• and at the end of constr Iction. EXISTINGTELEPHONE POLE 13. The contractor shall Provide adequate means f cleaning mud from trucks and/or other equipment prior to ` - (•; 1tiS ,-r' +_ °.'�=• ` . - as• . � • :�. ., .� � � ®'°'' • >,... • s. enteringpublic streets, and at is the contrac ors responsibility to clean streets, ells dust, and to take - - XISTING--WATERCINE - W/ TEE --'- �- _ �• - :' .. cr '' '• •`• �' �"- �• - -i►�•"-•- : ;. �"' !+•-•---'' •-- P P Y Y V10. All water and sewer lines thin existing or proposed VDOT right-of-way are to have _ • ,ice <•;�� `�- - �� .., •• .sf :o. ;°;•° . -- j5o' 13"" whatever measures are necessary to insure that the streets are maintained in a clean, mud .and dust free '� ®3:1 7 "' S' ' ..• .• o �- • '� �. minimum 36 cover and, hen possible, to be installed under roadway, drainage facilities. PROPOSED WATERLINE W/ TEE ' " o r ">• condition at all times. ...: R �' - •,• •' `° 14. * Notification shall be given to the a ro riat utility company prior to construction of water and/or sanitary V11. Any unusual subsurface co ditions encountered during the course of construction shall be 'EXISTING FIRE HYDRANT PP P Y P Y P Y sewer lines. Information should also be obt . ned from the -appropriate authority concerning permits, cut immediately brought to th e attention of the engineer and VDOT. Work shall cease in that ; . r� sheets, and connections to existing lines. vicinity until an adequate. design can be determined by the engineer and approved by VDOT. . 'EXISTING WATER VALVE -- --� " P Qdr W C!r� INFOlD AIA TT ON 15. All sanitary sewers and water mains and appu 7tenances shall be constructed in accordance with the current PROPOSED WATER METER ® PARCEL. IDENTIFICATION NO. TAX MAP 63 ((A)) 4E V12. All undercut areas and borrow; material shall be inspected and approved by VDOT Inspector standards and specifications of Frederick Cou. ty and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER.V STREET ADDRESS, 16. The location of existingutilities shown in the a plans are taken from existing records. It shall be the -- P g PROPOSED REDUCER TOTAL AREA: 5.00 ACRES BUILDING HEIGHT V13. All roadway fill, base, sub urface material and backfill of utility/storm sewer trenches shall contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed �" � prior to construction. The contractor shall i arm the engineer of any conflicts arising from his existing be compacted in 6 lifts to 95% of theoretical maximum density as determined by i,STOP SIGN PROJECT AREA; 3B ACRES MAXIMUM = 35' utilityverification and the proposed construc ion. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width ? DISTURBED AREA= 3.21 ACRES P P ;HANDICAP RAMP (CG-12) PROP. HEIGHT = 2433' of an dedicated street ri ht-of-wa . At the. direction of VDOT Ins actor densit tests CURRENT ZONING, RA Y h . Y P Y DENOTES LOCATION OF STD VDOT CURRENT USE-, VACANT 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL result of his construction project within or c nti uous to the existing right-of-way. Road and Bridge Specifications-. A 'co of all tests shall be submitted to VDOT prior to :;STANDARD RAMP' CONSTRUCTION PROPOSED ZONING: N/A P j g g g Y g P PY F CHURCH 18. When grading is proposed .within easements of utilities, letters of final VDOT approval. :PARKING INDICATOR USE; PROPOSED U g g p p 1 permission .from all involved companies -.--- - -- - - - - ;INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrairis shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS: REQUIRED PROVIDED PARKING CALCULATIONS 19. The developer will be responsible for the relo ation of any utilities which is required as a result of his i FRONTS 60® 121.1° REQUIRED: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDE, 50' 1313.1' CHURCH: i SPACE/3 SEATS shall meet VDOT minimum; design standards and is the developer's responsibility. HANDICAP PARKING (r REAR° 50, 339.3' 250 SEATS/3 = 833 USE 84 SPACES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PARKING SETBACKS; in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within :VEHICLES PER DAY COUNT 100 5 FRONT: ' 49�0' OFFICE: I SPACE PER 250 SF engineer must be notified immediately. any dedicated street right--of-way must be provided to the VDOT Inspector prior to I SPACE REQUIRED .`PROPOSED BUILDING ENTRANCE •-�• • •� �•-• SIDEo 54 55.8 acceptance of work. Unit: and; d. total prices may be obscure�.� 21. The contractor is to verify field conditions pr or to and during construction and notify Greenway Engineering I REAR] 51 355.31 85 SPACES REQUIRED at (540) 662-4185 immediately of any discre ' ancies between actual field conditions and the approved plan.. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -(�}- o• "� markings must be installed b the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT 7 GROSS FLOOR AREA YOUTH ROOM: NO PARKING REQUIRED 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard g y` P proctor AASHTO-T99, ASTM-D698, or VTM-1 a applicable. Density shall be certified by a registered account receivable basis. PROPOSED. STREET NAME SIGN PROPOSED CHURCH = 1,125 S.F. professional engineer and results submitted to Frederick County prior to pavement construction. If a ° I PROVIDED: geotechnical report has been prepared, it sh old supersede the requirements in this note.: �_.._...__.-__.---...__w.:._....•........ �t18._---Final_location_of.._CG_-12 Curb .Ramps.._ shall...be..:deter . ' ed-by �D.OT_Inspector.�-•- • - - _..�-ROPOSED-.-SANITARY LATERAL•-CLEANOUT-.•�.--__.._.._.__-.....-----�-......... -. _-. �..... _ 86 SPACES 23. Contractors shall notify operators who main'" n underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER SIGNS., MAX. HEIGHT 35° or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These nu bens shall also be used to serve in an emergency condition. UT� ITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 2 604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21 97 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 Hagerstown, MD 2 741 1-800-654-3317 Gas: Shenandoah Gas o. P.O. Box 2400 Winchester, VA 22 04 (540) 869-1111 •'Fill 11 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE M TER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBII TY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL AEI, WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMIN TION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL XISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE .ASSEMBLY IS TO MEET ASSE STANDARD No. 1015. OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. APPROVAL BLOCK APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS. FROM, DATE. OF APPROVAL. 'SIGNATURE ; DATE TRIP , VENERATION ATION T CLASS I USE 7,125 ;9.49/.10®0 SF 67.6 1 1 TOTAL 1 68 SHEET INDEX 1 COVER SHEET ' (NEW) IA COVER SHEET (OLD) 2A SITE PLAN WITH REVISIONS STORM DRAIN STRUCTURE IDENTIFIER i EASEMENT LINE I CENTERLINE XISTING-SPOT ELEVATION PROPOSED SPOT ELEVATION 1 pISTIING TREE DRIP LINE 1 EXISTING TREE PROPOSED TREE U �2 X830`I X 125' LrCI ID" OAK i5" PINE o•� OAK IN PROFESSIONAL SEAL & SIGNATURE SET15ACK = 10' FROM R/W HANDICAP SPACES REQUIRED: MAX. AREA = 100 S.F. PER ADA = 4 SPACES HANDICAP SPACES PROVIDED: 4 SPACES OUTDOOR LIGHTING: WALLPACK LIGHTING ON 5LDCa. (I VAN ACCESSIBLE SPACE) ANY PROP. LIGHTING SHALL SHIELDED TO PREVENT GLARE OUTDOOR STORAGE, N/A ON R1W 4 ADJ. PROPERTY LANDSCAPE CALCULATIONS LANDSCAPING NOT RECUIRED OUTDOOR TRASH RECEPTACLES: NONE PROPOSED NOTE: OCCUPANCY PERMIT WILL NOT 5E ISSUED UNTIL ALL APPROVALS AND AND PERMITS HAVE SEEN 05TAINED FROM THE HEALTH DEPARTMENT FOR THE WELL AND SEPTIC SYSTEMS. INSPECTIONS DEPARTMENT NOTE 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE IBUILDING CODE AND SECTION 303, USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000 OTHER CODES THAT APPLYARE ICC/ANSI A 111.1-98 ACCESSIBLE AND USABLE FACILITIES. 2. PLANS SUMMITTED FOR PERMIT APPLICATION SHALL BE SEALED 5Y A VIRGrtINIA LICENSED ARCHITECT/ENGINEER. Project Name. - NEW LIFE CNRIStIAN CHURCH Project Number, 2103 Date of Plans (Month, Day, Year) MARCH 24, 2005 Owner, Address, Including Zip Code & Telephone No. 139 N. LOUDOUN STREET, SUITE 2 THE TRUSTEES OF THE lei . W LIFE CHRI ST I AN CHURCH WINCHESTER, VA 22604 (540) 123-BI33 Developer-, Address, Including Zip Code & Telephone No. 139 N. LOUDOUN STREET, SUITE 2 THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 22604 t540) 123-9133 Engineer Certifying Plan-, Address, Including Zip Code & Telephone No, 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4165 s LU Z os Ckj CO A •� a[J tap ®u MA 1 o® A o a� w 03 N m W C3 N a J �ZZlu lb 1Q UQQ 4 9 :,Z5 O U iK IQ 0 i61 0 tW 1 , !1 _ ri 11 1' 1 CHECKED BY: TNA JOB NO. 2103 1. Methods and materials used. in the construction of the improvements herein shall conform to the ,current County construction, standards and • specifications and/or current VDOT standards and specifications. ' N 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided. prior to issuance of the site development permit. The approval' of these plans in -no way.' relieves the developer or his agent of the responsibilities contained -in' the Virginia Erosion and: Sediment Control Handbook. 3. A permit must .be obtained from the Office of the • Resident Engineer, Virginia Department of Transportation (VDOT) and, Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint- inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail.-and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer. to Virginia Department of Transportation (VDOT) Guard. Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available -at the construction site. Also, a A representative of the. developer must be available - at all times. g 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable nmaterial shall be. removed from . the construction limits of the roadway before placing embankment.. 9. All pavement sections on the. approved. plans are. based • on a minimum CBR value of 6. CBR values 'less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 57. shalf be paved with cement concrete to the - limits indicated an the plans `and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet.. The pipe shall be minimum, 6" diameter and - conform to VDOT standard SB'1. ' 12. Construction debris shall be containerized in accordance with the Virginia. Litter Control Act; no less than one litter -receptacle shaII be provided at the:construction site. 13. The contractor . shall provide adequate means. -of cleaning mud from trucks and/or other equipment prior to -entering public streets, and it • is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the. streets are maintained in a . clean, . mud and dust free f" condition at. all times. 14. • Notification shall be given to the appropriate. utility company prior to construction of water and/or sanitary sewer lines.. Information should also be obtained from the appropriate authority concerning. permits, cut sheets, and connections to existing lines. i 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with -the current standards and specifications of Frederick County and/or the. Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records.. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform . the engineer of any conflicts arising from his existing . utility verification and the proposed construction. 17. The developer . will be responsible for. any •damage to the existing streets and utilities which. occurs As. a result of his construction project within or .contiguous to . the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies `= must be provided to Frederick County prior `.to 'issuance of grading and/or site development permits. 5 19. The developer will be responsible for the relocation of any utilities which is required as . a result of his project. The relocation should be done prior -to construction. to 20. These plans identify- the location of all known gravesites. . Gravesites shown on this .plan will be ' prsotected in accordance withstate law. In the event gravesites are. discovered during construction, the owner. and. , engineer must -be notified immediately. ; 21. The contractor is to verity field: conditions prior. to and during construction and notify Greenway l nameermg at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM--1 as applicable. Density shall be certified, by a. registered professional engineer and results submitted to Frederick County prior to pavement construction. )!i a E geotechnical report has been prepared, it should .supersede .the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but .not more than ten (10) working days, prior to : commencement of excavation or demolition.. Names and telephone numbers of . the and operators underground utility lines in Frederick County appear below. These numbers shall also be . used to serve in an emergency. condition. UTILITY CONTA CTS Water/Sewer: Frederick . County. Sanitation Authority P.O. Box 1877 Winchester., VA..22604 (640) 868-1061 Phone: Bell -Atlantic P.O. Hog 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS -UTILITY 1-800--257-7777 P.O." Box 1458 Hagerstown, MD 21741 1--800-654-3317 v Gas: Shenandoah Gas Co. P.O.. Box ' 2400 " Winchester VA 22604 MOT. GENERAL NOTES V1. All work on ' this project . shall conform -to :the latest editions -of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control regulations and; any other state, federal, or local regulations applicable. In the event .of . conflict bet'''' ':.any any of. these standards,_ specifications or plans, the most stringent shall govern. `! V2. All construction shall comply with the 1atest` U.S. -Department of Labor Occupational. Safety & Health Administration and VOSH Rules'.& Regulations. V3. When working on VDOT1 right-of-way, all traffic control,. whether. permanent or temporary, shall be in accordance.. with: the -current edition of VDOT's work area protection manual. Furthermore, all. traffic :control: flaggers : must tie- certified in accordance with VDOT's January, 1994 (or latest edition: of)• Rgad� ok Bridge -Specifications.' Section 104.04--C. V4. Design features relating to construction . or to regulation, control and safety of traffic may be subject to change as deemed- necefsa' ry by„VDOT. V5. -prior to initiation of work, Contractor, shall be responsible for -acquiring all necessary . VDOT land use permits for any work on .*VDOT right-of-way. V6. If required by the local VDOT' Residency Office, a preeonstruction conference must be arranged and held lay the engineer and/or developer with the attendance of . the contractor, various County agencies,' utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT. Residency . Office when work 'ie • to begin or 'cease for any undetermined -length . of time. VDOT will also .require 48 hours notice for any'. inspection. V8. The Contractor will be !.responsible 'for maintaining adequate access to the project . from the adjacent - public roadway through construction 'and maintenance of . a construction . entrance in accordance: with the T=ginia EErosion & Sediment Contol Handbook, Sec. 3.02: Furthermore, access t® other properties :affected by this project shall be' maintained through construction. V9. Contractor shall'. ensure adequate drainage is achieved and maintained on -the site during -and at the end of -construction. V10. 'All water and sewer lines within existing or proposed VDOT right-of-way -are- to have minimum 36" .cover- arid, when _possible' :to be installed.- under• roadway drainage -facilities. V11. Any. unusual subsurface conditions encountered* during ' the course � �of * construction shall be immediately brought to the attention : of the. engineer - and VDOT.. 'Work shall cease in that vicinity until an - adequate design. can be determined by the engineer. -and approved by VDOT. V12. '.All undercut areas • and borrow material shall be, inspected and approved by VDOT Inspector prior -to placement -of fill. V13. All roadway fill, base, subsurface material and backfill -of utility/storm sewer .trenches shall be compacted in 6" .lifts to 95x of the maximum density as. determined by AASHTO ' T. -99 Method' A, wit hiai : plus or minus 2re of optimum moisture %for. the . full width . of any, dedicated street right -of --way. At the direction of VDOT. Inspector density tests performed . by a . qualifiod: independent: agency shall be+ conducted as required in the VDOT Road. and Bridge • Specifications, . A .copy: of all ' tests shall be. submitted . to - VDOT prior to final VDOT. approval. 1 V14. VDOT Standard CD and. UP underdrains .shall be installed where indicated- on these plans and • further where determined.- necessary by VDOT Inspector. V15. The installation .of any- :entrances and mailboxes within any dedicated . street right -of --way shall meet VDOT minimum :design standards and is the developer s responsibility. - V16. If required by the local VDOT Residency; Office. copies of all .invoices for materials within - .. any. dedicated street .right-of-way must; be provided to .the VDOT. Inspector prior to . acceptance of . work. - Vnit and: total, prices may be obscured.. V17. Prior to. acceptance. by. VDOT- of any. streets, any required street signage and/or pavement markings must be 'installed by.* the:- developer or, at 'VDOT's discretion, by NDOT 'on an account . receivable • basis. .Final location of CG--12' Curb Rarnps:'shall,be, determined by VDOT Inspector. .:'FIRE. ARSMAL 'S N TE Fire lane nmarkings and signagae: Any „No Parking" signs and' yellow'. painted curb locations -will be installed by field inspection,.. at the.. direction "of . the Fire Marshall's Office. APPWO VAL. � L C. . APPROVED BY. THE ZONING '•ADMINISTRATOR. .SITE. PLAN SHALL. BE VALID FOR A PI-RIOD OF FIVE (5) YEARS FROM DATE; OF APPROVAL . (546) 869-1111 SIGNATURE FCSA CDNSTRUCTION, ]VOTES 1. WATER AND: / SEWER ' LINES ARE • TO BE CONSTRUCTED IN ACCORDANCE WITH THESE - PLANS. THE . LINES SHALL ADDITIONALLY+; -MEET ALL REQUIREMENTS OF . THE FREDERICK COUNTY SANITATION AUTHORITY.- CLASS USE 2. THE CONTRACTOR SHALL COORDINATE WITH,. AND.ARRANGE FOR INSPECTION BY, THE AUTHORITY. 560 ' CHURCH 3. EXACT LOCATIONS OF WATER AND, SEWER SERVICES ON I NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S ' INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF-. WATER METERS.: -BEFORE A PERMANENT METER IS SET. THEY REQUIRE; 1) TIME FRAME AND .COVER TO BE -FROPEMY ALIGNED WITH ITS METER Box AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT;. 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) . ALL COMPONENTS OF THE METER BOX ASSEMBLY TO. BE 'IN PROPER. WORIGNG ORDER. IT IS THE DEVELOPER`S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED- CORRECTLY. 5... THE. SANITATION' AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO' EXISTING LINES. THE LOCATION OF .THE TAP AND THE. TERMNATION POINT OF THE LATERAL ARE TO BE COORDINATED THE . AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION- FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. FURNISH �°liE TERLUZ FOR AND MAKE . THE TAP. THE CONTRACTOR MUST MAKE .APPLICATION FOR AND PAY FOR THE. COST OF THIS WORK. 7. THE CONTRACTOR SHAM, TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING. A REMOTE READOUT IS REQUIRED. VPD 67.6 LEGEND EXISTING INTERMEDIATE CONTOUR. ---- EXISTING INDEX CONTOUR PROPOSED CONTOUR 40 EXISTING EDGE OF PAVEMENT EX Ed' PROPOSED EDGE OF PAVEMENTP EIF' EXISTING CURB AND GUTTER SR C ... r . PROPOSED CURD AND GUTTER PROP CK4 CG-6 Ti C 4R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED -TELEPHONE LINE T T EXISTING STORM SEWER ---- .-,_ EX• 1501 RCP 15" RCI;' .PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER - EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE +Aa EXISTING GAS LINE PROPOSED .GAS- LINE . PROPERTY LINE -�•*«--� FLOWLINE wow "«."...,..-im .0, "MO. as...p. 69teem ..s,v.. EXISTING FENCELINE --�-r- EXISTING POWER POLE -(} EXISTING TELEPHONE POLE 6 EXISTING WATERLINE W/ TEE - - ----- v-- - -� PROPOSED WATERLINE • W/ TEE . EXISTING FIRE HYDRANT EXISTING WATER VALVE - PROPOSED WATER METER EXISTING REDUCER ~~°°°° W- PROPOSED REDUCER STOP SIGN HANDICAP RAMP' (CG-12) . �. 11ENOTES LOCATION OF SiD pVpDOT STANDARD JHP CNSSUCTION PARKING INDICATOR INDICATES THE NUMBER IF TYPICAL PARKING SPACES 12 TEST PIT LOCATION HANDICAP PARKING _, ,:.VE"ICLE:S PER .DAY COUNT PROPOSED BUILDING ENTRANCE �- - EXISTING STREET LIGHT PROPOSED STREET NAME SIGN -}= PROPOSED SANITARY LATERAL CLEANOUT l SANITARY MANHOLE IDENTIFIER STORM . DRAIN STRUCTURE IDENTIFIER - 12 EASEMENT LINE -- -CENTERLINE 4 EXISTING. SPOT ELEVATION �0330 PROPOSED SPOT ELEVATION X 12!' EXISTING TREE DRIP .LINE EXISTING ' TREE Irp" OAK 151 PINE PROPOSED TREE 0,4 N PROFESSIONAL.: t THESEr; CONFORMANCE STANDARDS i• ' 1 , i =1 1 "' , , SHALL BE APPROVED -BY THE ZONINGADMINISTRATOR PRIOR CONSTRUCTION,..' VICINITY MAP SCALE 1 2000' E\ V 3`N PROJECT INFORMATION PARCEL IDENTIFICATI®N NOA TAX MAP 63 (64)) 4E -iREEY DDRE Ss .TOTAL AREA, 5.00 ACRES BUILDING HEIGHT PROJEC'L AR Ae 3:5 ACRES MAXIMUM a 35' DISTURBED AREA' 3.21 ACRES CURRENT ZONING, RA PROP. HEIGHT = '2433' CURRENT USE, VACANT •PROPOSED ZONING, N/A PROP[SED USES CHURCH BUILDING SETBACKS° ,SQUIRED ER®VIDEII FRONT," Eta' 121.1' SIDE° 50' 139.1' . REAR,. 50'.. 3393' PARKING .SETBACKS: FRONT, 5' 49lo' SIDE, W 55.8' -REAR, 5' 355.3' GROSS ELQOR AREA PROPOSED CHURCH a 1,125 5F. SIGNS, ... MAX. HEIGHT = .55' SETBACK a 10' FROM R/W MAX. AREA a 100 S.F QUIDOOR LIGHTING' WALLPACK LIGHTING ON 13LOCx. ANY PROP. LIGHTING SHALL 8WIELDE0 TO PREVENT GLARE ON R/W t ADJ. PRO FERTY I PARKING CALCULATIONS i�EQUII?ED: CHURCH: I SPACE/3 SEATS 250 SEATS/3 - A 833 USE PRc7VlpED� 06 SPACES I PER ADA • -. 4 SPACES. WA_NDICAAP -6PA'dtB-PWviDED: . 4 SPACES CI VAN ACCS56181.E SPACE) QUIDE1139 ST RAGE, 'WA to i Z . . u ttttt� W W Z �■tttwt Z W Co q� m� CQ Z LV en iij. Ce t CC 0 A La . :a o a- w w 71 V� M w m 04 ®e E+ HF__4 a ~ UN SQ6RE C&CU ATIIINS QU_IDOOR TRASH RECEPTACLES, NONE PROPOSED F, Q, Z ►> LANDSCAPING NOT REOUIRED- W C) E"' - W H - t/1 U W E4 Z to NOTE; OCCUPANCY PERMIT WILL NOT 5E ISSUED UNTIL ALL APPROVAL$ AND AND WAVE �. 1-4 E5 O PERMITS - BEEN 0I3TAINED FROM THE WEALTH DEPARTMENT FOR THE U WELL AND SEPTIC SYSTEMS. O0 3: �U .�tI�P..�cTls2NgD�P TLy,�joTE: 1. 15UII-DING SHALL COMPLY' WITH THE VIIP4INIA UNIFORM STATEWIi:>.E -BUIL:DINCs GODS AND SECTION 30-s. LWZ -GROUP A (ASS LY) OF THE 1:3OCA NATIONAL. IBUIL01NCs OTHER CODES THAT APPLY -ARE CA80 A111.1-92 ACCl=SSIBLE AND USABLE FACILITIES. 2. PLANS SUi3MITTE0 FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIAA LICENSED ARCHITECT/ENGINEEFt FREDERICK COUNTY.. COVER SHEET y, Project Nave, Project Number, NEW DIES GH I5TIAN CHURCH 2103 Magisterial District, - Date of Plan, (Month, Day, Year) SACK CREEK DISTRICT NOVEMSER �o, 2000- Owner,, Address, Including Zip Code & Telephone. No, 139 N. LOUDOUN STREET, SUITE 2 THE TRU5TEE5 OF THE NEW LIFE CHRISTIAN CHURCH WINCNESTER, VA 22r004 • (540) '123-9'i33 Developer, Address, Including -Zip Code & Telephone No. 139 N. LOUDOUN STREET, SUITE 2 THE TRUSTEES OF THE NEW LIFE CHRI5T I AN CHURCH WNCHESTER, VA 22604 (540) i23-9'133 Engineer CertiFying Plan, Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GRE ENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-41e5 RECEI-VED D v. W 12,Q000 CHECKED BY: 1165 JOB NO. 2103 SHEET I OF 5 0 o- I C),�, &U Z_ A i ° I N/F / 6WAGLER N. KOONCE Il AND BRENOA 6. KOONCE '�'da• CLAY N/LL FARM SUE0/06/0N %6ECr/ON 4, LOT 19 D.B. 033, Fro 301 I � u ZONE. � r f PROP. \ WELL E5MT. , r 810 812 ! �. _ 6101 �X vt X / °C 512 / PROP. WELL 6105 LOCT ION r- x Is I � wo I x 1 � I /7 s"i SEE SHEETS 3 4 5 FOR I I wv SEPTIC, SYSTEM INFORMATION. I � � 5.00 .s '�� I : , I � I oll I a=./f.INz LIMITS -�j 54 - 90 3 — -_x__\ \ • EXEX08 9 Sri' EXGL u5! �rE I �• � - F--��p Ep -- - - - Ri'6714T- OF- W4r ESMT 1 , 0 — a m LOT O/aEnsr9 5. Imo\ PG. 1453. II 1 I I 1 1 N/F COURTNEI CLARA A. Loaf ZONE: AA USE. 6FR I =Y� _i1. t I I o a6 vo I I f _I / 3FI xT 142.3' ICI �0.5 � 1 IUTCL� _1 S TiF-�S - — 18I( � i l- d0 10rc 10TC �l TC uj 0Ep CNERE , 6EPI i ! / NIF \ CONCxREGAT/ONAL UNITED CHURCH OF CNR16T D.B. 6049, PG 240 ZONE: RA USE: CHURCH 63-A-4C - e04 I // +X I , 0 7 ( 03 5 (X i -- -.._06 � 455 x � EP �X. ��� i IN I I 33 43 ( I I • IBM 42 AE L IN TWIN T \ INV I I \ ` I - = —3— — — — 3 �'—� -- j -- X _ m-�I_KAI _ M E - 0-_1.,% I \ e:slm�X _ \ -� -0� S P B=2 E�/ X, MAIL B� — _ �i 1035 --ti I`'IIDDLE ROAD (RTC 628`�— = ---__ --� 8�0 ------------- s08—'�raHLG�(lG4r_Y:4141Fg_ 1 -��!�` ` =� W9087ED BPEED L /MlT ----------o N/F W4 -. _ _. � 806 ----_ _ -~-- KER46TOUN BATTLEFIELD COURTNEI' _ -1 _ — _ '_` - — A660C/ATION INC. CLAR'A A. LOW- ZONE: RA ZONE: RA s00- USE, VACANT USE: VACANT 63-A-7A 63-A-7B I � / 1 � j 1 / I / I I I I I I i I I I i I I I I • I I I J I I I I I I I l I � I I I I I I I I i FOR PREVIOUS ( �, FARM VEN/CLE\ 6 \ ,EUr WIRE X. POWER POLE 1 +I 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) I, N WIDTH VARIES SEE SITE PLAN \ \ I/4" = I' • 411 .°:d: •. e. Gtl .° °a n ,. ° 4" ° I ____�dII\III�E�IIIIII�� COMPACTED SU5GRADE (SO% DENSITY) CONCRETE S(DEWAL< DETAIL (NOT TO SCALE) CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I-'__ ul � IIH! FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. t FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC mil I ti WIRE 111111 SOURCE: Adapted from PIASE. 3.05-1 S�i�ood k Itanl a _Z W W Z lil 0 o �- CO C 00 Q 1 cfl two ab x LO C'j LW � cou W 0a 0 U7 q0 U m W 4) O G W in H M Ey z H o z z E~ F' W A q d a z o 0 5 zPaz W a � U P, 0 z x < a a 9 w 04 A W AA d EW-4 o A c o� o TH Y ,.�OF Pj - TUNG MK[ ADIUKUSUMA 1.0 No. 026715 `Sj4NAL U D _ E V0111 Z 5 E-4 O co > � W Q '-� F W Z Z W E-, O U — a W E4 p W W Q Z um "Y 14, DATE: JUNE, 2006 SCALE: AS NOTED DESIGNED BY: JSM OVERALL 51TE FLAN FILE N0. 2703 a 40 20 0 40 80 SHEET 2A OF 5 SGALE: 1 " = 40' ©0-/O R" iej•x CENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR -- - - w ^� - 332 -- - - - SCALE 1 "= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current P County construction standards and specifications and/or current VDOT standards and specifications. Vl. All work on this project shall conform to the latest editions of the Virginia Department of P j g P Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion ~- -- EXISTING INDEX CONTOUR - - -� 330 -- - -_ ,� , J.� �l . �� ' J c,�' ,..�� •, c� k-1, �.?.: /j ; % C ( ! `"� f*� ; } (,•:;✓� '�`}y `i •� /_ Sediment Control PROPOSED CONTOUR 40 . �/ f W 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction P g g • must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y and Regulations and any mother state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or the most stringent shall EXISTING EDGE OF PAVEMENT ____ EX ___ _____ --_._ _-_ - t �• • . • ;► , ; •. / ,. „• , ,, . .•� %: , �111 !�r }�' o' .:'-. ." �. •'� - ! : '1 ' ' QI � �-' ` � "' Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. plans, govern. PROPOSED EDGE OF PAVEMENT PROP E/P • < � 6. -• �? !•, ,� • � �. � V2. Allcomply construction shall with the latest U.S. of Labor EXISTING CURB AND GUTTER E C Cx •�. y �; •l \_ I �• .t •.•• I r n � -- `i ~'' 3. i e t A permit must b obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g � g P P Safety & Health Administration inistration and VOSH Rules & Regulations. Y g -- -_ PROP C4G ,.�:• / - ' r 'o ''� '1" -% '` t `0 ' • / :, � � •- `.,- -I igii5cb ,// `Xc1�. Z (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER "\*`o '' .` '"',`' "%�! ' `�TF ' r'�� �' ,'`` ` �0 W 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, be in CG-6 TRANS. CG-SoR •: ': �•.'e'`;/',. -`/.l; �'; ` •. ;, _ y:a'..}' ' }? U ' 00 .-� required under State law. shall accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's TRANSITION FRAM CG-6 TO CG-6R `' `�- _ :.•$ -`` ;yo;�: �m 5 / ' w.-., �• :�: _ 4 • , �' 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P j P January, 1994 (or latest edition of) Road & Bride Specifications, Section 104.04-C. g P EXISTING TELEPHONE LINE---------- -_�----------- - •,• ��?. r` `- \ �� :.• ;. 1 �.,. ''- - - ;.. , ` r iS / /i ^. 0 ' m � CQ CO with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation VDOT to determine if ditches be P The developer be V4. Design features relating to construction or to re u g regulation, traffic PROPOSED TELEPHONE LINE r T P r �, �' ;. �: •- - :?7f. 1°' ! i• Tr; h•=•:= ��, an •,, ,` v ,;;• ;•••:� +�` ': '. ••�;,, r •. r�; �r ry� ...,'»'- ` $_n LO CA r, •, and where guard rail and of paved will needed. P will responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P g control and safety of may be sub ect to thane as deemed necessar b VDOT. Y Y j g y y EXISTING STORM SEWER --=r 1 ,� EX. 15 RCP _ , •. .: : ; . .. - ; :..; ... ..:. ► '�. c� „ �. •��.., •. . ,'%• r _ �• �' �.' P / o�• it •- ••�;: .•... _� a � •" Z -, x � nt e t e tTransportationG Vir inia D ar m n of VDOT Guard Rail and Paved Ditch Specifications. g P(VDOT) P 1511 C R P o � , 7 r - '�• ' `•I • •''-'`j= � ' 1-- ���•• '� ' � :•. �i r•. �'' �� - ` �� � 6. Ana roved set of and all applicable must be available at the construction site. o u on i e. Also, a V5. i itiation of work Contractor s Prior to 'n'responsible• hall be far all necessar VDOT Y PROPOSED STORM SEWER ,- sue• � •r-. is .: v � C .0 /' :. l; '•. cn plans permits PP P PP P of the developer must be available times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER ~-- - -- - ---- - -- - �. _ �. �', • . -.. ��.� .. X r' L• • �` �•� . _ � � .�_"' ' ' ,� a, � representative at all - •; je as �= i •�'=''• o n� 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER <9/9. '-• .� .�,.,' `'ti:�: +' » _•c ;; j) : .,,. , _ r, F, �, Control Devices MUTCD ( ) arran ed and held b the engineer and/or developer with the attendance of the g Y g / P contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -- T- --i -_---_ -- •. -•'==� ''1 • •''V` ` �.'• - " �� `'. •_ .- ..,1.. �,a.•"••; • , 8. All unsuitable material shall be removed from the construction limits of the roadway before placing ' ' p� - _ ,s, .-: ••. • • C•S►_.., - �' �'� ' :. n� ::..•,` ' ' embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE �� ' VIV o,�•�3 ay. 4- ;'s: �� _, .!� ,. c. +•, •�.:= , ••• ` y, %•.:.•:•� >> •' 0 U) o eu � a;i 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 by Greenway Engineering by the an undetermined length of time. VDOT will also require 48 hours notice for an Y g q Y inspection. EXISTING GAS LINE _ • = ""1'• :,: :. •: .g- ,�cP; . • ',y„, • . 0 0��8��: •_ �, , cr�� y ;. , • . •.• �cen r :.lF, ,�� -�. •..^..�; AC •,f • �• is ' °� �' �,' a� io will require revised pavement section prepared and approved owner. PROPOSED GAS LINE G G_ +: _ ,. "f v '` • ; :w '� : �:!!•�' �: e 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the Tans and as required at the field inspection. P q P V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance ] P Y g PROPERTY LINE ---- ��� .' . •• �vp -', ; -. :. _ =o - �A W.� ••, , ;;�; • w r ,: , • ;;: ' eMr rmerita! ta•�-�►' . (� . '• '�` " - - ) 'i 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, to by this FLAW LINE """ '"°�"" "'��" '••"" •°•"" """ °"""' �• �..•. _. - W p _, ., 7,5. r = / tY, �s "'` `�e' ��� - ` ��� R°�' •.� •s`�T ` -� kd r�, ,c I i:;"''r�.,♦- J 12. be minimum 6" diameter and conform to VDOT standard SB-1. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. P P V9. access other properties affected project shall be maintained through construction. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING FENCELINE4� EXISTING POWER POLE z'� _ ..;•.� LAIC::j y _ • -.� •� - - -/ ,� =" - _ W •• - �, , , ' '' n - ^ ► ; :- �•' �' - (•, rr=. ' - -fig �k � ;\i. ., .. w 7r 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE .., ,••� ; . �•' �1, ` J '�••::�' ��`'•! - �'"�' :: '.''= �• •'IS ':,' '•••� ' �' ''�'• =• ' cn _ • entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - - - - Ii� ----- - i Ar-u . C� � . '..� � .� •• 'eM � whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEEy ,. ,�', _ Y: •.-.\�-. -, - `;� •" =,; ; '. • . •�: �• .'" 'S ,� :. ' �. ► .. '*' '• :• .-_. •' �: ' / o� • r J .. .fir < • �:. r •'/ u� 14. * Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary g�Y company P / Y Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANTS sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that design PROJECT INFORMATION > U sheets, and connections to existing lines. vicinity until an adequate can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE � 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current Frederick County the Frederick County Sanitation V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m Zj Z f= O PARCEL IDENTIFICATI❑N NO, TAX MAP ro3 ((A)) 4E standards and specifications of and/or Authority. prior to placement of fill. EXISTING REDUCER - ---- -•--- - (= STREET ADDRESS, ( Q } 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the P g responsibility to the horizontal location V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER --- - T❑TAL AREA: 5.00 ACRE5 BUILDING HEIGHT U (L Q � contractors verify exact and vertical of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN PROJECT AREA1 3.5 ACRES ,4 ., MAXIMUM = 35' >- Ut ? Q prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g Y g g ,, DISTURBED AREA: 3.21 ACRES � �- z� p w utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) �` R-r ,% - CURRENT Z❑NING: RA ' ✓ PROP. HEIGHT = 24.33' � > J - p 17. The developer will be responsible for any damage to the existing streets and utilities of an dedicated street right-of-way. At the direction of VDOT Inspector density tests Y g Y• P Y DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL - - CURRENT USE: VACANT '�'`� //� �' 1r)' G'l � Q which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT STANDARD RAMP CONSTRUCTION f PROPOSED ZONING: N/A �4 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to �'' PROPOSED USE: CHURCH ' 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR THE , 7� 'cl UJ 6 INDICATES NUMBER OF TYPICAL PARKING SPACES 12 �1' 0 must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION :;,> BUILDING SETBACKS: REQUIRED PROVIDED PARKING CALCULATIONS Q N m 0 `4 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 60, 1211' REQUIRED: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE: 50, 139.1' CHURCH: I 6PACE/3 SEATS shall meet VDOT minimum design standards and is the developer's responsibility. � REAR: 50' 339.3' 250 5EAT5/3 = 83.3 USE 84 SPACES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 PARKING SETBACKS: OFFICE: 1 SPACE PER 25Sd 5F FRONT: engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ��� �• 5' q9,6 1 SPACE REQUIRED SIDE: E", 55.8 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. �y�� REAR: 5 355.3 85 SPACES REQUIRED at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT �{ 22. .� " Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an GROSS FLOOR AREA YOUTH ROOM: NO PAi2}GINC� REQUIRED proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN PROPOSED CHURCH = -1,125 S.F. professional engineer and results submitted to Frederick County prior to pavement construction. If a has been it the in this V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT �. PROVIDED: geotechnical report prepared, should supersede requirements note. 86 SPACES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O = SIGNS: MAX. HEIGHT 35' SETBACK = 10' FROM R/W HANDICAP SPACES REQUIRED: or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement demolition. Names telephone the MAX. AREA = 100 S.F. PER ADA = 4 SPACES of excavation or and numbers of and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. STORM DIRAIN STRUCTURE IDENTIFIER 12 HANDICAP SPACES PROVIDED: 4 SPACES EASEMENT LINE - _ OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLIDG. N VAN ACCESSIBLE SPACE) � E- UTILITY CONTA CTS FIRE MARSHALL S NOTE ANY PROP. LIGHTING SHALL O0 X CENTERLINE 4 3 SHIELDED TO PREVENT GLARE OUTDOOR STORAGE: N/A � Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: EXISTING SPAT ELEVATION ;; ON R/W $ ADJ. PROPERTY Z U) di Q P.O. Box 1877 Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 12 LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED E-+ > (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE W. �.�-^-° LANDSCAPING NOT REQUIRED w C) ^ E > Phone: Bell -Atlantic"" EXISTING TREE f< 15" OAK 15" PINE P.O. Box 17398 Baltimore, MD 21297 APPROVAL BLOCK NOTE: OCCUPANCY i='ERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND U)(D o� (301) 954-6282 PROPOSED TREE `� j OAK IN AND PERMITS HAVE BEEi�I ORTAiNED FROM THE HEALTH DEPARTMENT FOR THE P W LL Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A � WELL AND SEPTIC SYSTEMS. U P.O. Box 1458 PERIOD OF FIVE 5 YEARS FROM DATE OF APPROVAL. ( ) w a Hagerstown, MD 21741 W (� 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: �4Go � Q Gas: Shenandoah Gas Co. 1. BUILDING SHALL COMPLY WITH THE VI�RGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, W P.O. Box 2400 WF I USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000 A 111.1-98 ACCESSIBLE AND USABLE FACILITIES. U. � � 0 o Winchester, VA 22604 1--;T �' - � OTHER CODES THAT APPLY ARE ICC/ANSI SIGNATURE DATE (540) 869-1111 2. PLANS SUBMITTED FOR PERMIT APPLIOATION SHALL BE SEALED BY A VIRG�INIA LICENSED U ARCHITECT/ENGINEER FCSA CONSTRUCTION NOTES TRIP CENERA TION DATA TH OF �� r�� FREDERICK COUNTY COVER SHEET M 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL o N ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD �g Y' o Z 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. TONG NIKI ADHIKUSUMA� Project Name: Project Number: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 560 CHURCH 7,125 9.49/1000 SF 67.6 b No. 026715 � `�O NEW LIFE C H � I S T I AN CHURCH 2 --103 o AUTHORITY'S INSPECTOR. �!'�j '> Magisterial District: Date of Plan (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER j0�ti NAL METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY w ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF SHAWNEE DfSTRICT JUNE 30, 200(o THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 TOTAL 68 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip (Code &Telephone No, 293 MIDDLE ROAD u THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. �' 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET INDEX THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 22603 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (INC) -123-9-I33 DATE: JUNE 200(0 a AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR I COVER SHEET (NEWH IA COVER SHEET (OLD) ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. 293 MIDDLE ROAD DESIGNED BY: JSM AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. ►B COVER SHEET (OLD) IN THESE PLANS SHALL BE APPROVED BY THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 226C3 z 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 2A SITE PLAN WITH REVISIONS THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. (540)'123-9'133 CHECKED BY: TNA : Plan; Engineer Certifying an Address, Including Zip Code & Telephone No. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR JOB N0. 2103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 151 WINDY HILL LANE o IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 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LOc`tE - -- - - �� ZONE: RA ZONE; ,ZONE: RA USE: VACANT USE: VACANT 63-A- 7A 63-A-7B OVERALL SITE PLAN 4" REINFORCED CONCRETE 3000 PSI 4" 51.1156A5E (21-4 STONE) WIDTH VARIES SEE SITE PLAN 1/4" = 1' li i iI � li i iI � 1=1 I I I I 1=1 11=1 I I-1 I I- COMPACTED 6U5GRADE (S096 DENSITY) CONCFRETE 51DEUJAL< DETAIL (NOT TO SCALE) 41i� 4" a W W Z lit �- co00 CM I a ' ca m ab -' > O I P, x� LoC a 40 U � T-i '-i H fz, ram+ M U2 0 W ✓l 0 o w Ul W E-+ H z H z z H w z W O g A a a d z d (/� 0 0 EO-� z H a z w�va0 z w a a � A w a w A A d Fq � o A � � o o TH OF � f f� TUNG NM ADIRKUSUMA No. 026715 k'S"'�IOIVAL Z U X E-+ Z 0 E-+ > Z O � W Q N cc � �W �/� VJ Z J W E O U W c lyi O w W Q U1 W Z 2 w u U W Z DATE: JUNE, 2006 SCALE: AS NOTED DESIGNED BY: JSM FILE NO. 2703 SHEET 2A OF 5 XX—XXX