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HomeMy WebLinkAbout16-05 New Life Christian Ch. - Building Addition - Back Creek - BackfileGENERAL NOTES VD 0 T CENERAL NOTES LECEND VICINITY SAP Z EXISTING INTERMEDIATE CONTOUR - - - - --332 - - - .._- -- ---' SCALE 1 "= 2000' 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. Vl. 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 EXISTING INDEX CONTOUR - --- 330 --- .., /. ;�. 1 _ i• i " �;., ;�::,' ,� f� J , 1 ' `t. j , '';. `, �_ } �J�r `.✓�° 7a, % f ! ,,� t� �r W and Sediment Control Regulations and an other state, federal, or local regulations g Y g PROPOSED CONTOUR �� ' / /• UJ 2. t ponds serving as silt basins during construction Measures to control erosion and siltation, including detention pon s rvi g g be to issuance the site development The approval of these in no way a licable. In the eve t n of conflict between an of these standards, specifications or pp Y p EXISTING EDGE OF PAVEMENT EX E/P - 4 ..�• l /, . n; (,' , % �_ II mil i � . o .•,-� ' `�, i �"� :. x 1 � 17a ! - must provided prior of permit. plans p p p p pp p Y plans, the most stringent shall govern. PROP E/P �. . f\O' __ %d/°, B ° 82 , p )� �° _. (� BY relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT ?'ti o' f ;' r%" = p n9, -.. )0h.) Control Handbook. V2. All construction shall comply with the, latest U.S. Department of Labor Occupational ' EXISTING CURB AND GUTTER EX C4G / " { / • �`y • , Q ���' ".. Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VQSH Rules & Regulations. Y g PROP C4G a �, : K, ° 0 ; '; ' iNSBn sh�� o , II (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER '' , :..�\F'�N :=%'mil" . ' . ' • j� �'� -- ; o 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, shall be in accordance with the current edition of VDOT s work area manual. CCa-6 TRANSITION FROM CG-6 TO CG-6R TRANS. CCs-6R = '° - "2 -'"� " • \� o -�\ - /� - m J'R ', Ls1�I 00 required under State law. q protection P Furthermore, traffic flaggers $ �� - .�y�i�' _ _ ,�I, •;.. •� a I "A all control must be certified in accordance with VDOT s January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. Y� EXISTING TELEPHONE LINE T P • ,�. : �._j , . \ �`% %-.„`.:, '.: '• '" `I _. z' �', i�'- Q •� CQ CO p m CQ 5. The exact location of all guard rails will be determined b VDOT personnel. joint inspection will be held g Y p j p PROPOSED TELEPHONE LINE T T ��- ;. ,�:: Sp 'ePa� % +,. �"m '., �%.�' ` ..��' RomQ° Ln with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation The V4. Design features relating to construction or to regulation, control and safety of traffic may g g g Y Y �� ,:a35 'o . _ ,� /:•• :�.`h; ' .S:: .: - ` " '' c' -. .' �� o'ri °` �;" : " - `� o i d (VDOT) to determine if and where guard rail and/of paved ditches will be needed. developer will be EXISTING STORM SEWER - EX. 15 RCP �" " = = = +�... P o i �!: • ' - �' ' ' ': '. Z x L •• responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary b VDOT. J g Y Y II Fo' - :�,.`'r %�'` 5; _ Q. ,,,. �`; �., •,, ,,,� �,.. ja / _ F Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 15 RCP 9R'- l` , ;.. �� I ,�' ,.� , ,' �• �;, ; ' �� ";%" o a) I 6. An be the Also, V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWERUJ / :.. i� y'-. .� .` -, .,` _: t• Xe;9:w ; `=•::'',LO o approved set of plans and all applicable permits must available at construction site. a land use permits for any work on VDOT right g Y _ ,. : "_ •- .. ' e 3s '' '�- °' ' '� 0 a representative of the developer must be available at all times. P p EXISTING SANITARY SEWER -----•��--� .. -,� l� _ .' m_`.. °-.i�:.�'\.�;c.- `a, •r •., a -::C¢in.._.-, BM'-u 0 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 ''.1 : '.: - ;1 -•, :- _= ;.. ®/"� �� W7` ■ - _ r' � .. _ .: • ;� ^�•�-_.--.,- .� H w Control Devices MUTCD . ( ) arranged contractor, and held by the engineer and/or developer with the attendance of the various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE ,,-.,-� ;<-_ -� , _`�,.. '. ,"•.;'.• �' , '. ::' . ` 62` _° .��r ,.' '•, , 3� _ q� r, - • ;°. �•�.�_ - ; 8. All unsuitable material shall be removed from the construction limits of the roadway before placing °A' JA •-' °• l '' "` M embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for length PROPOSED ELECTRIC SERVICE ° : •' .� - ,' -_. _ _ �R ti r - = �: .-;�,: ""` 'U oPPingDla• • S%°- a •, iJ•-I�GS s. _ �' �' ' Q) o `,, � 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less an undetermined of time. VDOT will also require 48 hours notice for an Y g q Y EXISTING GAS LINE e � cen - r:• :-- �.;� pd -` � �s i:�: • "�i 6�;' - = �' N d "" � 10. than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All ditches than 5% be to the limits inspection. V8. The Contractor will be responsible for 'maintaining to the from the PROPOSED GAS LINE .=+ . _ • •i;;,;-� _. - - - r :. - ,•.: ; - - _ o ; • .�+ ; r 1 _ ,.. -- '� e,:.,• i. ram/ � ; , ._ � :� - •' :. -:: q ' w � roadside at grades of more shall paved with cement concrete indicated adequate access project PROPERTY LINE s , BM- Imertai4talr',-� !° a .' - w�U `_ i. °tee` • .° 755 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance .. p�� _- , 2 , e36 �,/e - -_�-- ®soh, 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The shall in accordance with the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. g FLOW LINE pipe be minimum 6" diameter and conform to VDOT standard SB-1. Furthermore, access to other properties affected by this project shall be maintained EXISTING FENCELINE # XX # # .�Z� _ •�. ,� °�'` -`° I - im- through construction. _ h� + `���A /• 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE {� _ �` `-.` . 'f;2 •• = ' �: ,' ' Y ltu one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE ; �;;' �, ._.,�. •;;� :: ` _ ], 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to takeEXISTING p p Y Y V10. All water and sewer lines tright-of-wayt� ne within existing or VDOT are to have WATERLINE W/ TEE ®-- i--- -� ;� = - ; .�" ' • �. • + - K. _ - ° ,` •• ` `�� ; j5 - \ �'.�'.:,, : - z whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free proposed �� minimum 36 cover and, when possible, to be installed under roadway drainage facilities. P Y g PROPOSED WATERLINE W/ TEE '-v �: ,�• . �, • ,•• _ .... .. ,i •• � �� _;. ' �:•; -�_ $ condition at all times. _ , .d ..._ .'-� _. :� . '... _. ,;.. _...___ T__.:. . - o U 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 1 �_ sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut Y g p immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION � sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE �- -- --- `� o 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current pp V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® t= PARCEL IDENTIFICATION NO. TAX MAP 63 ((A)) 4E standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - tom- --- STREET ADDRESS: 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the p g PROPOSED REDUCER -m TOTAL AREA; 5.00 ACRES BUILDING HEIGHT [L 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 ' STOP SIGN PROJECT AREA; 3.5 ACRES Q �7 ? prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6"' lifts to 95% of theoretical maximum density as determined by MAXIMUM = 35' DISTURBED AREA; 3.21 ACRES to N Q utilityverification and the proposed construction. p p AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) �'` PROP. HEIGHT = 24.33' CURRENT ZONING RA > J - 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 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 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 PROPOSED Z❑NING: N/A dl final VDOT approval. PARKING INDICATOR PROPOSED USE; CHURCH Li B 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 ►- V must be provided to Frederick County prior to issuance of grading and/or site development permits. VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans A CN and further where determined necessary by VDOT Inspector. TEST PIT L❑CATION " ., BUILDING SETBACKS; REQUIRED PR❑VIDED PARKING CALCULATI❑NS 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT; 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: 1 SPACE/3 SEATS shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING REAR: 50, 339.3' 250 SEAT5/3 = 53.3 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 ravesites are discovered during construction, the owner and g g V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 PARKING SETBACKS: OFFICE: I SPACE PER 250 5F engineer must be notified immediate) g Y• any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE � � �� FRONT: 5' 55.6' I SPACE REQUIRED I I SIDE: 5 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. 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 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 EXISTING STREET LIGHT GROSS FLOOR AREA YOUTH ROOM: NO PARKING 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 5F. X 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. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT 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 HAN ICA AC S QUI or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA = 100 SF. PER ADA = 4 SPACES of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER O in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. HANDICAP SPACES PROVIDED �. E-+ EASEMENT LINE - - 4 SPACES OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. (I VAN ACCESSIBLE SPACE) U UTILITY CONTACTS 9 FIRE MARSHALL S NOTE ANY PROP. LIGHTING SHALL o E� CENTERLINE EXISTING SPOT ELEVATION Xi330 SHIELDED TO PREVENT GLARE ON R/W d ADJ. PROPERTY OUTDOOR STORAGE N/A ,� Z �--' Q Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: P.O. Box 1877 Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 125 LANDSCAPE CALCULATI❑NS OUTDOOR TRASH RECEPTACLES: NONE PROP05EID E.., a (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING: NOT REQUIRED W Phone: Bell -Atlantic r~ EXISTING TREE t `�� 15" OAK 15" PINE � U E--q Z P.O. Box 17398 H Baltimore, MD 21297 APPROVAL BLOCK NOTE: OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND C) (301) 954-6282 PROPOSED TREE l�;l OAK IN AND PERMITS LAVE eHEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE W >o U 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. P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. Hagerstown, MD 21741 W 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: � � Q Gas: Shenandoah Gas Co. 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, W P.O. Box 2400 USE GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. > Winchester, VA 22604 OTHER CODES THAT APPLY ARE CABO AWLI-92 ACCESSIBLE AND USABLE FACILITIES. SIGNATURE DATE (540) 869-1111 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED ARCH ITECT/ENC�INEER. FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET ®F 1 O W 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 'TRIP ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. U Z TUNG NI ADRIKUSUMA� Project Nave: 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 No. 026715 LIFE NEWOrt>�s f f�CHURCH2 �3 AUTHORITY'S INSPECTOR. 3� �y �,,�•� 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER `sIONAL 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 68 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 5ACK CREEK D 1 JTRI CT MARCH 2 �', 2005 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCISES; 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, THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 139 N. LOUDOUN STREET, SUITE 2 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. TI DE TI--IE TRusT��s ol= T�°-I �I�UJ �11=� C�RISTI,4N CNURC�I WINCHESTER, VA 22604 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE1,0�6E1.i THESE PLANS ARE IN CONFORMANCE WITH (540) �23-9�33 DATE: MAR. 2005 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND DESIGNED BY: JSM 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR 1 COVER SHEET (NEW) IA COVER SHEET (OLD) ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No, 9 p p 1313 N. LOUDOUN STREET, SUITE 2 AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2A SITE PLAN WITH REVISIONS IN THESE PLANS SHALL BE APPROVED BY THE TRUSTS OF THE NEW LIFE CI-�RISTI14N CHURCH WINCHESTER, VA 22604 CHECKED BY: TNA -. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. (540) 123-9133 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 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS To MEET ASSE STANDARD No. 1015 OR 1013, 151 WINDY HILL LANE JOB N0. 2"iO3 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET I of 5 ■ .A GENERAL NOTES V0 0 T GENERAL NOTES LECEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR - - - - - - SCALE 1"= 2000332 I. 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 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion -7 lu and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EX E/P k must be provided prior to issuance of the site development permit. The approval of these plans in no way EXISTING EDGE OF PAVEMENT plans, the most stringent shall govern. Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT PROP E/P Control Handbook. EX C4G Z V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. (VDOT) and Frederick County prior to construction in existing State right-of-way. PROP C4G Z PROPOSED CURB AND GUTTER Is, 4 C\2 0 to V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, L#J 0 0 M 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is C640 TRANS. CG-bR CQ 77.1- shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R CQ required under State law. I Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 7- "A joint inspection January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE C\2 00 5. The exact location of all guard rails will be determined by VDOT personnel. will be held (D C\1 V with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE (VDOT) to determine if and where guard rail and paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may Y n, EX. 15" RCP responsibleRefer to be subject to change as deemed necessary by VDOT. to CV for providing guardrail and paved ditches as determined by this joint inspection. EXISTING STORM SEWER Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. LIA Q) Q) I V 1.4 0 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER _0 UA A i; - 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a a land use permits for any work on VDOT right-of-way. to representative of the developer must be available at all times. EXISTING SANITARY SEWER ...Gem.:... BM ­4 9 1,9 ­4 V6. If required by the local VDOT Residency Office, a reconstruction conference must be 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic PROPOSED SANITARY SEWER fell AF N. Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the .94 - contractor, various County agencies, utility companies and VDOT prior to EXISTING ELECTRIC SERVICE P initiation of work Ay .Wig:7 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. PROPOSED ELECTRIC SERVICE 11-4 VDOT will also require 48 hours notice for any V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for 1W 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. EXISTING GAS LINE opping inspection. U Cen r 7 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G G r4 :1 .4 10. All roadside ditches at grades of more than 57* shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the __rQ entrance 756 W on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a constructionPROPERTY LINE in accordance with the V A001 sonvM 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall --irginia Erosion & Sediment Control Handbq_Qk, Sec 3.02. FLOW LINE --75 Furthermore, access to other properties affected by this project shall be maintained be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE X X X X X 9 X X 9 X 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE one Utter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during 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 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W1 TEE•• 4. V1 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have BM whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free J A W minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE V. condition at all times. 0 Z 0 VI 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT �_4 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary 0 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 F-4 PROJECT > 1rrFCT INFORMATION sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE Li 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V1 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER PARCEL IDENTIFICATION NQ. TAX MAP 63 ((A)) 4E standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER W A%L- STREET ADDRESS, 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V1 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall -cr TOTAL AREA: 500 ACRES BUILDING HEIGHT prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN PROJECT AREA, 3.5 ACRES MAXIMUM a 35' utility verification and the proposed construction. AASHTO T-99 Method A. within ,.plus or minus 2% of optimum moisture for the full width DISTURBED AREAi 321 ACRES of any dedicated street right-of-way. At the direction of VDOT Inspector density tests HANDICAP RAMP (CG-12) CURRENT ZONING, RA PROP. HEIGHT -- 2433' DENOTES LOCATION OF STD VDOT 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 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 PROPOSED ZONING, N/A final VDOT approval. PARKING INDICATOR PROPOSED USE, CHURCH 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 *4 must be provided to Frederick County prior to issuance of grading and/or site development permits. A 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 19. The developer will be responsible for the -relocation of any utilities which is required as a result of his FRONT, roo, 1211' project. The relocation should be done prior to construction. V1 5. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDE; 50, 13S.1° 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be pn-Aected shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING REAR, 501 33C331 CHURCH: I SPACE/3 SEATS y 250 SEATS/3 - 63.3 USE JL4 SPACES in accordance with state law. In the event gravesites are discovered during construction, the owner. and PARKING SETBACKS: V1 6. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT F1_0_0> FRONT, 51 451o' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE SIDE: 5' 55,81 PROVIDED, 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. "7 REAR1I E71 3553, 86 SPACES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V1 7. 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 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 m 1,125 BF. PER AD . A 4 SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a + HANDICAP:S PROVIDEn., 3: geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps' shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT 4 SPACES (I VAN ACCESSIBLE SPACE) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIERO SIGNSI-MAX. HEIGHT a 35' or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement SETBACK = 10' FROM R/W of excavation or demolition. Names and telephone numbers of the and operators underground utility lines MAX. AREA = 100 S.F. OUTDOOR STORAGE, 'N/A in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER D E-4 EASEMENT LINE OUTDOOR LIGHTING, WALLPACK LIGHTING ON BLDG. UTILITY CONTA CTS �!FIRE MARSHALL'S N01"PF'".- ANY PROP. LIGHTING SHALL UE, CENTERLINE E--i SHIELDED TO PREVENT GLARE U) Z 8304 t.._t Water/Sewer: Frederick County Sanitation Authority Fire lane markings and siernaLre: EXISTING SPOT ELEVATION X ON R1W 4 ADJ. PROPERTY Z 4 C:) P.O. Box 1677 125 04 Winchester, VA. 22604 Any "No Parking" signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES, NONE PROPOSED i d E­4 Z (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED 0 -­i Co Phone: Bell -Atlantic Co E .. W E, EXISTING TREE E-, Z P.O. Box 17398 DT 0 CK 1511 OAK `k�<- 15" FINE U) Baltimore, MD 21297 APPROVAL D., NOTE., OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND �D (301) 954-6282 @r!��K PINE 04 C) PROPOSED TREE AND PERMITS PAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE -::4 U 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. ✓ :� P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. 0 Hagerstown, MD 21741 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: H W W DE BUILDING CODE AND SECTION 303, Gas: Shenandoah Gas Co. I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE P.O. Box 2400 USE GROUP A (ASSEMBLY) OF THE 50CA NATIONAL BUILDING CODEIIScYo. UJ Winchester, VA 22604 OTHER CODES THAT APPLY CA50 A1171.1-'S2 ACCESSIBLE AND USABLE FACILITIES. LL >-4 ;I (540) 869-1111 SIGNATURE DATE 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED IF ARCHITECT/ENGINEEP- J U FCSA CONSTRUCTION NOTES TRIP CENERA TION DATA T11 0 FREDERICK COUNTY COVER SHEET 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 GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. Project Name, MICHAEL 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 10 01 AUTHORITY'S INSPECTOR. LICENSE No. NEW LIFE CHfR15TIAN CHUFRCH 2103 0�& 031162 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 rONAL Magisterial District, Date of Plant (Month, Day, Year) 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 TOTAL 68 5AC,< GREE< DISTRICT NOVEM5ER (o, 2000 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, 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. 131B N. LOUDOUN STREET, SUITE 2 RECEIVED THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE SHEET INDEX THESE PLANS ARE IN CONFORMANCE WITH THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINr_PESTr=R, VA 22r004 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developen Address, Including Zip Code & Telephone No, (r:40) DMY WIAR�00 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR I COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALI, BE APPROVED BY 13S N. LOUDOUN STREET, SUITE 2 THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINC_ , VA 22r 04 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO HESTER 0 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. (r740)'123-cJ133 L 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. CHECKED BY: MSS 8. A DOUBLE CHECK VALVE BACKIFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN Engineer Certifying Plant Address, Including Zip Code & Telephone No, DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 DETAILS IE71 WINDY HILL LANE JOB NO. 2103 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 I I ° I N/F SIWAaER N. KOONCE 11 ANO BRENOA S. KOONCE 68• CLAY HILL FARd" 1 WE DI V/S/ON SECT/ON 4, LOT 19 O.B. 033, PG. 301 I 3,a9, ZONE. Rea I U6E% VACANT PROP. IUELL F-91`1T. - _ oil2x &124/ B L 510 x / POOP. WELL 1 G810 5 .lD t t LOCATION x r j r _ I t Sa a s I � v aWSa "'•' as t I �' d-s-- rs-- I g05g 1 / I I r N/F I SIW,,*LER N. KOONCEI 11 AI D BRENOA S. K001VCE ' CLA1' N/LL FAle'l SUB�IV/S�ON ' SECT/ON 4, LOT 16 O.B. 633, fix. 3�1 0 R ZONE. Rea USE% VACANTI + 63-A-4 I I ��� ��EXGLU�I>/E • FOR EENIFI T OF LOT /6 0.5. 36.E Fix. 1453, i I i B GRILL lRF / Ot I x LOT 17 x 5EE 5NEET5 3 4 5 FOR I I 5.00,4C 5EPTIC 5Y5TEM INFORMATION. U ® I � I ,.- x CLEARING LIMITS -------__— EP EF O r g RED C � gE I (6v 4 / t `1 u�1 o, r � Lu r CONGREGATIONAL UN/TEO CNURCH OF CNRIST O.B. 600, t=* 240 ZONE.- Rea USE% CNURCH I• 63-A-4C I U I I i o N I I I Q FF = SI 5 r 9 SEE qgrAlL Z- X.104y 16.61' / — T13A r_ l EPI N/F 7 COURTN", L. CLARea A. tL0 —L I ® DOOR LOC. �T�1�.� ZONE. 44 31O Q III I I IIx USE; SFR x8 IeII III 1423 '1 Imp TC 100 r • TCOTT I®G 101 IOrC 3 TC — I I IIIa Tr_ II I I �2 P©PTECOCHERE _ 6, 6 1 I i 61�t �3 +xI I I (-103 E �5 Ix -I r- (FI 1 ' I I /' BM NAIL IN E�r�i, / $�C 1-2V i ® I TWIN TREES-8 —3----:3— C ._r ZB E_2L12 W 94mi ,51' 16 56 !U 95.92_ .. � l J / EX. MAIL BQ 8i0 -- ---~�� _ &41085 3_ 1 _ -_ W9067ED SPEED L /M/r ------_.. -- 506 — — — — — — N/F --_—_ a04 ---- _11l/F' 20 _ KERNSTOW BATTLEF/EL0 COURNNEY c -1 — — -- ASSOCIATION, INC. CLAR24 A. LOtWE — — -- °�2 ZONE. RA ZONE- RAONd USE. VACANT USE; VACANT 63-A- 7A 63-A- 7B / I / - e04 o A 10Tc 10 - glO 02- �OP.11-01 � 103 . ` L 9g- 10 4 5O 10 SF S GLEANO T 1 I r I WCATIIF - � OVERALL 51TE FLAN -r 20 0 40 :4 SCALE: 1 ,0 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Stray and Fabric Filter Barriers for Sediment Control,YA ➢SWC PLATE. 3.05-2 Sherwood and Tyant TYPICAL 51DEWALK GR055-6ECTION N•T.5 19.90 .K a z cc lil W z Z ul 02 0 0 co cv 000 a to y z x W W U Ln I C\2 OD U I ao OII 0 � I au A.`S an N E~ Fxi ca m w N O W ca z 0 Ey A d z Pq LO 0 It 11-1 o � v TUNG UMA� No.026715 ZONAL X 0 lz Ml Z E- U Z Z o N Q > O WP4 W Z a4 a E-, O a _ LU M U _ I... C E­4 V O w W Q W Z 2 WW (24 u � _! PQ 3: W Z DATE: MARCH, 2005 SCALE: AS NOTED DESIGNED BY: JSM FILE NO. 2703 SHEET 2A OF 5 CENERAL NOTES VD 0 T CENEA L NOTES LECEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - -- - - - --332 -- 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 - _ .�. i' r j;%!� e �, ,) EXISTING INDEX CONTOUR 330 --® /�. -) )�, v•� � ,�► �,�� �_ � % �■� County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion "'� '° / x ` �.1. �_ 1. �.�• ;!°,.. T .- - " \ / 4 L■ and Sediment Control Regulations and an other state, federal, or local regulations PROPOSED CONTOUR 40 / tii 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, g Y P g g applicable. In the event of conflict between any of these standards, specifications or EX E/P A('(, o!� must be provided prior to issuance of the site development permit. The approval of these plans in no way P EXISTING EDGE OF PAVEMENT �� JI ; ; �, �/ P P P P PP P Y plans, the most stringent shall govern. E/P �Q --, i' ( 1 ! J % . \ relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g P g PROPOSED EDGE OF PAVEMENT Control Handbook. EX C� V V2. All construction shall comply with the latest U.S. Department of Labor Occupational 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. I o; ; ' m P g• g P P p � - �; ; ., - .� ' � � - _ ` S /�tsgn s�n��_ ,, (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER DROP G i \'\ �' ���STF� , ��`�CQ a� ; p - ii \� r . )�� Ica V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, T-6R �' �- „z !; °D 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is o ,� ; .-+ shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R - \), nor•• _ _ m >u �It required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOTs P-. - ••. ,,\ ,, � _ $� ;\` � January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE �j o ��, °D 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held Y/ ( ) g P % with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T �`� 35 �` _ ` • -;;' _ \; ; \ �d `���' ,°D I rn 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 �� ;'. ` `:: w E� •'u (VDOT) g / P P EX. 15 RCP =, 1 ' �P C� responsible for providing guardrail and paved ditches as determined b this oast inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER - P 7 olne,: .:;..w .:;. �■ x - to � P P g g P Y j P� �, �� r s\ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. P��.� D, a� V5. Prior to initiation of work Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER ' `'�' �i, "' _ /�,% �'a % p ■ 0 0 land use permits for an work on VDOT right-of-way. q g Y �• ; 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a P Y ' g Y i\,�8 9 . �� - ��•�, \ ■� a� representative of the developer must be available at all times. EXISTING SANITARY SEWER • V6. If required b the local VDOT Resident Office, ~ 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic q Y y face, a preconstruction conference must be PROPOSED SANITARY SEWER i `W®'\wT ;�. ■ ' =•c arranged and held b the engineer and/or developer with the attendance of the _"% Control Devices MUTCD . g Y g / P - T ( ) EXISTING ELECTRIC SERVICE •��- - b2 -% contractor, various County agencies, utility companies and VDOT prior to initiation of work. /� - << , _ •,� ° ° 8. All unsuitable material shall be removed from the construction limits of the roadway before placing ah��: ,9,' _ - '•� _ PROPOSED ELECTRIC SERVICE . i A ��_ �, _.` • .•• cti, .F v, embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for a ' - 9P •, ai o any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - '� �� '8 ; -• °PP'" •- ; \� --'�' r 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less / Gen � ` inspection. a J °' v , 1:..•li e� /\ cP ,, than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE - �' w ''' d' . //�° • ".''620 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 responsible for maintaining adequate access to the project from the - --�o ` � 'w _ .,.,,,•- • PROPERTY LINE � g, Ax _ .�• ° BM; imenYat.$ta®� 'l.• �,' �, on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance w�'' °'6 756. r;• \W r P?-- L�' �8 �i = � � sib n5i ly _ ,Z�, 636, '�,' Robi eo ® , / 11. All springs shall be capped and in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. FLOW LINE - ®7 . I 'lie {�. • . N• • • s •.�. •,• DIY ma• Wffi I+I pp piped to the nearest storm sewer manholes or curb inlet. The pipe hall Furthermore, access to other properties affected b this project shall be maintained - ��•%' :1.. °�_ " P P Y P l �► be minimum 6 diameter and conform to VDOT standard SB-1. EXISTING FENCELINE * x- u X X X _ S C through construction. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE- - - ••is'i ° 1!A one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during 1 �,;$. J„ ; ';�\/•° '" +®� 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to and at the end of construction. EXISTING TELEPHONE POLE .;' (� �. ] • ! _. J,.., P q g /P o, � r-' entering public streets, and it is the contractors responsibility to clean streets, ally dust, and to take EXISTING WATERLINE W/ TEE --� �'--- --�- -- ` ` ' ` J : �`•'� g P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have °°� • . •°.� �\;'$, - _ ,50 `� .J whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36 cover and, when possible, to be installed under roadway drainage °' Y g PROPOSED WATERLINE W/ TEE .. y condition at all times. P / ..:a , • r �� Z 14. sewer shall be given to the appropriate utilit coin an prior to construction of water and/or sanitary VI 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT y g•Y company P / Y ,.i d immediately brought to the attention of the engineer and VDOT. Work shall cease in that D war lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ---~ ---�+ �- ---- �1� ®� CT INF® A TINLl sheets, and connections to existing lines. 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 , standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER -p -- D • -• �-- -� STREET ADDRESS, 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER �' TOTAL AREA 5.O'O ACRES BUILDING HEIGHT contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and ba maximum of utility/storm sewer trenches shall -o- PROJECT AREA 3.5 ACRES prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95� of theoretical maximum density as determined by STOP SIGN MAXIMUM = 35 � N AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width DISTURBED AREA, 3.21 ACRES utility verification and the proposed construction. HANDICAP RAMP (CG-12) � �- ! CURRENT ZONINGS RA PROP. HEIGHT = 2433' of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 7 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a CG-12 AND/OR JURISDICTIONAL CURRENT USE: VACANT P P Y g g performed by a qualified independent agency shall be conducted as required in the VDOT STANDARD RAMP CONSTRUCTION PROPOSED ZONING, N/� 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 g g P P � P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 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 A N TEST PIT LOCATION IRED PR❑VIDED PARKING CALCULATI❑NS N 19. The developer will be responsible for the relocation of any utilities which is required as a result of his UILDING SETBACKS, FR❑NT REQUIRED 1211' and further where determined necessary b VDOT Inspector. project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDES 50, 1313.1' CHURCH- 1 SPACE/3 SEATS shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING REAR, 50, 33C33' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be proti�cted 250 SEATS/3 ° 833 USE $4 SPAMS in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials with;.n VEHICLES PER DAY COUNT 100 PARKING SETBACKS, FRONT: 5' 496' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE � - � SIDE, 5' 55.8' PR®.VIDEDs 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering acceptance of work. Unit and total prices may be obscured. REAR 5' 3553' P g Y Y g g 86 SPACES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement HA markings must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT \ GR❑SS. FLOOR AREA 22. Controlled fills shall be compacted to 95� of maximum density as determined by method "A" per standard g Y P Y PER ADA 4 SPACES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN -� PROPOSED CHURCH 1,125 S.F. professional engineer and results submitted to Frederick County prior to pavement construction. If a HANDICAP STAGE$ PROVIDED: geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT 4 SPACES SIGNS, MAX. HEIGHT = 35' (I VAN ACCESSIBLE SPACE) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER \ SETBACK = 10' FROM R/W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA = 100 S.F. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER O OUTDOOR STORAGE, N/A in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. I? OUTDOOR LIGHTING, WALLPACK LIGHTING ON BLDG. X EASEMENT LINE - - ( (� UTILITY CONTACTS FIRE A SHALL NOTE ANY PROP. LIGHTING SHALL CENTERLINE 830� SHIELDED TO VENT GLARE _. __ _ _._ _-._.-.. _._ - - _ _ . -_- - -�_- ® V) EXISTING SPOT ELEVATION X ON R/lU 4 ADJ• PROPERTY a) Water/Sewer: Frederick County Sanitation Authority Fire lane markings and si nnaa,�e: �}; 104 P.O. Box 1877 PROPOSED SPOT ELEVATION X 125 ,-•� '-' Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLESs NONE PROPOSED E„, Z � (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED WW H W Phone: Bell -Atlantic P.O. Box 17398 EXISTING TREE i �>> 15" OAK 15" PINE U1 W CO Z Baltimore, MD 21297 APP VAL L0C NOTE:. OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND ®lam `� AK Ix 00 (30i) 954-6282 AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE W � U O PINE PROPOSED TREE r"° Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A e`� WELL AND SEPTIC SYSTEMS. ® 04 P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. U 44 Hagerstown, MD 21741 1-800-654-3317 'DEPA ENT 1401 E: 1 Q iN ` CT I ONS I. BUILDING SHALL COMPLY WITH THE VI INIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, W Gas: Shenandoah Gas Co. E GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/113%. P.O. Box 2400 _ /� �� OTHER CODES THAT APPLY ARE CABO A11'1.1-92 ACCESSIBLE AND USABLE FACILITIES. Winchester, VA 22604 2. PLANS Mi D F iT A LICATION gWALL SEALED BY A VI INIA LICENSED (540) 869-1111 SIGNATURE DATE A HITECT I E° J U FCSA CONSTRUCTION NOTES TIP CENERA TIN DATA T� ® FREDERICK. �CO UNTY COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SF.41L ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD • W 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MICHAEL S. ° Project Names Project Numbers Z 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 LICESE No. NEW LIFE iT I I li l� T'� 2 �1�� AUTHORITY'S INSPECTOR. �® SE , c� 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER cS'Magisterial District: Date of Plans (Month, Day, Year) E l E- METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE AND COVER TO BE PROPERLY NAB ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 5ACX CREE< DISTRICT NOVEM5ER (o, 2000 NOV X 2 2001 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 n� pi e�inunirmGv�i naaAr THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Ownert Address, Including Zip Code & Telephone No. �r 139 N. LouDouN STREET, SUITE 2 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. r,7 EET INDEX THE TRU5TEES ®F THE NEW L �FE �,H «�'�AN CHURCH �•i WINCHESTER, VA 22r004 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) -123-S133 DATE: NOV. 2000 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 1 COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE Developers Address, Including Zip Code &Telephone No. AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY 139 N. ESTER,LOUDV STREET, SUITE 2 DESIGNED BY: M55 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO THE TRUSTEES OF THE i�IEUJ LICE C�--IRISTIAI�I CHURCH WINCH�STER, VA 226®4 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. (540) i23-9i33 CHECKED BY: MSS 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN Engineer Certifying Plant Address, Including Zip Code & Telephone No. ' DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 DETAILS 151 WINDY HILL LANE JOB NO. 2103 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602 L (540) 662-4185 SHEET I AN lie CD 0 CV v co CU CD LL- Q1 3 n :n m 0 CV CD c 0 r, a� C c W L 7 L (O L U J 3 Z I (T7 O r- 00 AD LL- x CG-8 to ` 1 v 12D' off-12.0' 2' 4' U EX. PVMT. TAPER N/F X m SECT. X MILL 12"x1-1/2" l "sees. SIUAGLER 4 KOONCE ll AND M M TIE IN JOINT BRENDA S. KOONCE W I0 ,, , 3,��a N68.5 , CLAY HILL FA0'l SUBD/V/S/ON uJ 2-R — - cG-6 1/4_1 3, �� �SECTION 4, LOr l9 _-- Z e ' D.B. 833, P96. 301 • ' — EXTEND 21-5 3 ZONE. RA I° I USE% VACANT Z CBR■4.0 I' BEYOND EP/ FINAL PAVEMENT ;SECTION TO BE� � / } �� W DECV . ' ,•:, BACK OF CURB � ,- e. ; .a.. o •. :.. DETERMINED AT TIME OF ASSUMED PVMT. SECTION o • CONSTRUCTION. CONTRACTOR SHALL PROP. _ CO : 1-1/'2" - SM-125A � � ►°: �!' . ; DETERMINE EX PVMT. SECTION OF II 1 WELL ESMT. �- 4 - BM-25.0 I t RTE. 628 AND COORDINATE WITH VOOt g�� _ 21-B ( `- _� f y 2X ~' CV CO The Wiwi n d the cure and INSPECTOR FOR ENTRANCE SECTION. ��`'� 811 \ Q a tl.l may hestruoted .0 the skips,d~ mprovided O d I TYPICAL SECTION MIDDLE ROAD - RTE. (o28 .'� 4 -!Pk � \ � �4 I This area may r contractor For use .Rh .tebIllloed apon-graded �8i2 J - 810 `x z µ� to (C�j at "" °Dec„ d "" wnvador and gutter '°'.rail » u d a NOT TO SCALE g f 1 jut k / r '.• ' /FF TThWis�curb�a hbe used or�"lee. to the dope d Al aaurew V, 61" '-< 0 -nt '', � ` `'`�i1 (U on I�urol M4hweye and 43 MPH or and to the depth d the pavement. � .r'xT1��� �+11 --.•. r`�/ � � �+ Mrs; . f the- ddreurban �ptere�ubrxean . `!-� �L A,A/ t ^ \� � � 4) 0 Teas. a these Ca 7 np�iked I PROP. WELL /Y 8i� ;r .....� ,� .xa..e.e strdard L Combination hub ! guttr having a radius ",.. '4 ,;,_ .. / /�.• '-4 0 Nets: / . LOCATION X ••� ! i.i. U of coo' a td (song Taoe of curb) shall bei °,-- .>, :;x s�. ,13.4 � T' to O ai / r Gs h CD geld for as radial oonhbkhatlarh curb !garter. 1-4 l� `� e'•'- This Rem may M precast or oast In place Concrete to be Claw A3 M cast In plea•. i� ! ,� a - ,.I -•"" ' r i 4000PSI M a) O E COMBINATION 6" CURB & GUTTER I Est: 105502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 - f X1 Street approach some CG-1 1 I I 'r'r I / •� (radius to be as A surfacing as mainline r.• C- :.: X u1 I roadway `���. PROP. 12' GRAVEL ACCESS 1 .� •� / � shown on plane) (Radius to be as � •�^t,�.: J � f13 (� C shown on plans) 2" / �':r-,` 3 \ 1 1 Radial gutter L J curb and gutter 4" B `,` B — W " 1' Z q..I o 6" Im P 6 Class A3 (H.E.S. < I {ZYi / .g X 0 0 anal Flow Lin Concrete _W �. k / J Z ----- ----- °�- -- Expansion tit o Expansion Joint I I ""1s / / \ W A I I SECTION C—C I `m' '. / 8011 / '� 0- I _f- I ` r ( LOr /7 X 5EE 5PEETS 3 4 5 FOR ' I1 N/F SEPTIC SYSTEM INFORMATION. u �, SlUAGLER H. KOONC# lI AnID • 4'�k=i. Note: Width "B" 2'-0" or ae Mainline roadway �y� r t��AC shown on typical section. PLAN VIEW Bi�ENDA S- KOOV�ICE ✓ CLAY N/LL FAJB''9 SU,r�IVIS ON �� SECT/ON 4, LOT 18_:. I I NSF CONGSf6ATIONAL UNITED rai X CLEARING LIMITS _ -" — — CNURCN OF CNRISr W a Construct Grade changes with a parabolic curve. //�y��� �/j I F 10" ORIFICE USE: VACANT I Ir j` �""'" stuB- T�� -� 8 DB. 608, J`Y.s. ?40 A - l ZONE% RA �y 63-A-4 1 USE: GNURCN 10' Parabolic Curve TRASH ••I BY I Edge of shoulder or Optional Flow Line 8% max. n BY EASTERN I - Slope Change D When St'd. CG-11 is used for entrances built STD PRECAST 12 RCP { ^- 63-A-4G ii L H in conjunction with VDOT projects, pieces SUPPLY I Mainline RoadwayMANHOLE ' - note the following: --•- \ 8X Max STRUCTURE `� � SP PROP. EP 93 8 Slope Change [i D )K)KMainline pavement *hall be constructed (NO TOP) EX. 50�' L�XCLU61VE � r1 cp � Elm SEP 1 i D to the R/W line (except any subgrode ���v 15 �v 9 V��� 8 (3 40' Min. for Street Connection stabilization required for mainline 1 _ — p FOR f3ENl, lT OF ` -- _I ` ( 1 avement which can be omitted in PROP. EPr � a4 20' Desirable for Commercial Er1tr. the entrance.) - 3 rJ0' 2 S i 5' Min. 805.63 • 100 YR UJSE LO? l8, D B. �To `---�� � I 10 �c 9 Tc 0 I v NICHA S D 1 Y Fir . 14,53. ., t0 LI SECTION A - A ®Radio) curb or combination curb gm5gm �.,, \ 102 10 _._. $®4 and gutter shall not be constructed / tar 805.12 1m YR WSE /r,_,�y .,e I :a 98 104 10 ( 'P LI NZ, No. beyond the R/W line except for '4 "1 � � replacement purposes. / 10 1 ' �N 8 v I / U 031162 When used in conjunction with standard 804.15 = 2 YR WSE — — — — -� — °+�J P NYLOPLA�l 24" Guidelines for Grade Change D CG-3 or cc-�, the curb face an this �!R FITTING MLINE DRAINSSIONAL Standard is to be adjusted to match the STD CAST !� •I R.4T1,'n ' ,�✓ yl�% W I Entrance Volume Desirable Maximum mountable curb configuration. SMTARU OLEO + 9 88 B ( N N ttl 41 I High (more than 1500 VPD) 0 % 3 X See Standard h this for Curb Romp design STD PRECAST (NO TOP) i Fps 810.5 a- Y' to be used with this Standard. - � \ •• 18n ADS It- •« � � W � LU liJMANH� Medium <500-1500 VPD) 3 X 6 X When the entrance radii cannot accommodate STRUC�LRE 171 N-12 STM. 1 t the turning requirements of anticipated heavy (NO TOP) W 10d C, i•'ARKINGI 104i11 Low (less than 500 VPD) _ 6 X 8 % truck traffic, consideration should be given to n1 I Q> ,W5 0 0 9 13, SIGN (TYP-) �; F4 3 Increasing the depth of adjacent proposed lid" ORIFICE 8 ' 13 1.2 8 sidewalk to 7 inch•*. hh 12 RCP EP - A( Optional flowline may be used for entrances �) ' 9 NYLOPLAST 24" I INLINE DRAIN V ESS 0 X 6 In cut sections. N/F .-� � ,, 2 H-20 RATED FORI � ' w Uj ' 1J Optional flowline may require warping of a INV. • 8m350 COURTN� L. % \ �Q / 2 24' N r DOOR a 4 ! J U portion of gutter to preclude pending of water. LOC. 10" ORIFICE CLARA A. LOIN ��, d/ (TYP.) DEPRESS CU TO 1 I I SREFERENCEN METHOD O F TREATMENT — CONNECTION rr RB (Y ZONE: f�4 � � ,• MATCH FVMT. i X I I POND RISER STRUCTURE DETAIL USE% SFR 81 X 502 FOR STREET INTERSECTIONS DE L r +n 1391 1423 i AND COMMERCIAL ENTRANCES 1 203.08 NO SCALE [ •. 10�... / -2 0' = 24' 20' E I I j rx VIRGINIA DEPARTMENT OF TRANSPORTATION • � v CG-12 Taper curb height down +r I (n 1 �'�� c 1OT .� �T (T 1 P.) I I E••-1 � I O �Z 11 P I\ 10T 10Tc OTC 9 Tr- 9 c 0 - N I 1.4 '--' bo 0 at this pain ar pay Lkhe 3_0• Prmiseble conti"appxo ni height Ca -1 i ` N 10TC 10RC 1mTC �� 1G Q W 1 I Q Min. I Construction Joint * o • o . o • o • \ I Z [-1 Mninxwx8rh Co ' e-e vo .3 .0. . I \ l� '` Or z 1 \PORTECOCHER 1 3 tb 1 66 6 �f' Pay Unto Ca-12 T T Uns CO-2 Var. width sidewalk Cover IN •o• •o• Y t} �I "� ` 8 � X I { I i.� l� PoT .o.o• o• o.o.0 10 �%% V 1 > I � � ar Sidewalk Spew i a Permissible Sidewalk h®liar. 4' ►tl^• cornstrhuctiorhrhJoint UM CC-12• � � � 1 I N 8� � 0 -B - ---1-- IRLi 3__ 0 `t I r� O I•�-i SMd.wal,r na°a e 'o � 8 � 1 � 3 ' 4 _ B I � 1 Z E- W �-+ 00 E m .� � 1 ,��ry1+ 1--e'-o' —I I-- e'- RICUSEAAT APPLICABLE STREET e 6 OS 03 3LTERNATE RADIAL PLAN b EP Dt X ! U -- TYPICAL ) EpX 7 '} ®3 I 80 ,�(,, m ,_ 35 20'-12" RCP I I t a W W 5 x 8" Ban O 12" c-c CONNECTIONS AND COMMERCIAL * For commercial entrance / 06 cC 55 EP V%•' 33 O 10e YJ 01 uUNIONS RADIAL PLAN Minimum Ganc"`° ENTRANCES. (Heavy nod � A= 2 10 / 45NV 5 55 If I RISER STR. I I i w 00 STORM SEWER PROP i L N // /08 . $ N-I 05 3 , IBM R NAIL IN I i P [� � Q' _ ! - C h T 4 INIV P". \ TM TWES-ew EX. 64 TE I ' a' SCALE: HORIZ. 1" 90' � � . r . � 8 � I 11 FOR, PREVIOU$ pertnihssible i___ iW_- VERt }__ $ __.___ _ __._. - -eat w-Neu. n(�_ _ �y, x B+� = F�df�''7 VET-lIGL UBE. � conewauon Joint _ / R POLE i" t ,,�• �,. i . .1 i 1_ Pal-'-�--___ . E 5 I I 1 n 9¢_01 5i l6 r✓6 W 95. 06 'a•+w I . ,, , L. I $.?J2 lU .r..Ij�43 W B o �°°' _ ! ?. p..,. ......... ...... i . ,.. ::.. °a -0 .....,.. i ✓ �. EX MAIL t3d? �� �. » UT (Uli�' ' W B c Sidewalk ar o, _ _._._ _ .._.p.__ _ .._j..._...._.__ _ Vkl alkwidr� ,o cso�c c00000 i_...... - . _........�. �3.. ....... _._. .. ._.. ...,.� __._ .- _....,...- _-.____._.,1._ _'r.._.._ _. ..,__.._._..._---..,-- --- •. --,:,•e;� A._ h'r 1lo /�� °^.-+• ( `-.' ....._ _ ~ \ ! r \ F~-1 t•--a Sidewalk .p• > o . ,- 'o. ' o•oo• o `_.,_. .._ .._. _ ._ _ .. (. _Q ........._-...}_..n_ f' ................4 ,/ 7 G4� �,�y-� , -'-'--TG Q �.i 1 wC O f n t j .. } V, cS "T"-•....A' Jr0 '.'"NC sue« ,,. e-s 81p ..____. ENTRANCE W W _ _ rr ry� .o. o oc oo•o, o .,..... ........ ..._.-.._ .....r _...:. .._,..._..... .._.. ..._...I .....:.-... ,._._-..._..__.,.- ._ ---_--6''t�-'-__ --- 1• ____ .._,• \ , ('lQ.i- _, .. i ____....__. �x. pa 1 i �r MIDDLE 1�D,40 (R_ 1" ' �:— _ _ _ _ _ �/ INV. \ U. o. Slope 12 1 Maximum ; T_....... .._..,._._._-1-:_:_yi.. ._......._._ .. i-. -.� _ .....y _._. . b2 _ �I --- E Ili _ t - - - - ilea �. Q I �r A TANGENT PLAN a'-o• l . _. I I... I ! I 2 Ql A lA1N°bBTED 18I�FD LIMIT ' SfGHi -' _� .VI QQ _._..___.____. __ ...._ _ . :.: _... pin .. _: r�_.:_ � � - _ __ _ _ _ _ _ __ - ISOMETRIC Ex RAD =.°.0 PIP .._ _ _... _ _._. —01sr• _ ._ VIEW LN.--VIEW �.. _ .. ® 7- where St'd.CG-3 Cq-7 Is used. ...: ... � PIF ..:. I I _ , .... t -i * CCx-12 RAMPS AS QVIL�,(2 e0 _ ._..Di 1 Cure romp floor to be close A-3 Concrete (claw A-4 If precast) with dip -Weldon Integra 81(d ` I .. 1 I i I ._...... ) _. 1 _........., N� BY VDOT INSPECTOR 4 $T `- "- �- --- 1 I .._: _._::.w::::: _ ...E s ::... _ . _.., 810 KERNSrauv BATTLEFIELD CouRTNEY r _ -- = ` '' — -•-'•. 7'-4' h the minimum detectable warning surface covering the entire width d the ramp floor (romp flow may be ._�._._._...___._•_ _ �._. . ,.;_.__ _.. _.._.._..,..,.. _ -- sidewalk Area requirement to precast or cost In place). The detectable warnshall be an I _ _�, -. _ __.__._ _ {-_..,�.._.._..,.,._.__..,,,,_,_..._ , Inv provided ter exposed aggregate ! 1.,.,._ .. ! ®8. (with ar without bhMr strip) achieve a 12 : 1 slops finish. Ramp shall not exceed a maximum sloped 12 : 1. ... ... j .. I �! - INC. SZCNE.- RA t d. CG-2 7.-4. ' Flared ewes d rub romp to be Poured monogthkaly with ramp floor ar by using per- - — _. _..-_ t .._ ON, CLARA A LOtblEM �aUJ ar CC -a &33% 4- d ' - miwible aaasUUCfTOrI Jolty with required ban. _____-.._...,,_....�_......._.. .. ._..�___-____._ .,...- .._.._.... ..,,-,,._ _ 1 .. "�.... _...: 2 1 Js M romp floor is precast, holes must W provided for dowel bare se that adJdninq flared I _ - _ _..__.. USE, zoNE" R.4 VACANT uSE: VACANT V sides can be cost in place after placement d precast romp floor. Precast concrete shall i 'y G y T DEPTH To BE USED WHEN THE ENTRANCE be Clare A-4. ... .. I ........ M ..... I„, ' I .._ : .....-f 63-A- lA 63-A- lB s,a5RADII CANNOT ACCOMMODATE THE TURNING Required bon an to be NO.S x 8' Placed 1 venter to serer olonv both riles d the ramp .. - - ... .. ... . ......-{ - ..-..., � SECTION A -A REQUIREMENTS of ANTICIPATED HEAVY TRUCK floor, mid-dpeh d romp floor. Minimum concrete cover 1yj-.-_-.._-•.- ---�-- TRAFFIC. 11 I }3?-r }8 Curb romps will be nheowne and pan for at the wrrtroct unk Prises for Hydroulk Cement i - HO! .18" ADI3 12,11111 b.,J�O ... ¢ 1 w: � i Concrete Sidewak and Exposed aggregate ski walk, complete in pkxx I ! 1 I ' # i I 5 x B- Bon O 12"c-c { j I Perm isdblr construction Curb/curb and gutter dope traneRlom ad I . _. .. .. ... .� jawrd to curb romps an khckrded In payment i I 1 Slope 12 1 Maximum Joint for cub/curb and gutter. _ "_y_"" _ This Item may be When used In conjunction with standard CO-3 or CG-7, the curb face on thle Standard h ' � I DATE: NOVEMBER 2000 • Dnceut or wet In plow. to be adjusted to match the mountable curb configuration. - .. I _... .i.. ... _...... L ..._ .....-. .I.. .__. ... i _. , . I Ir f{ _ { • .: Curb Rai an to be located as shown on the plane or as directed the Engineer. �..... _....1 ... ....... _.. . !........ t.. .. e)t „.�:.. u ... .. :. •._: . #..`.. V .,...: I ® Accessible route is dined as o continuous are to be at Intersections whrevr an aoosedble route within theof- SECTION.---.----_-----�-- --- SSS "t - I They Provided right- B-B unobstructed. stable, firm and slipresistant way Meg sea, aaw.e a garb regordise. d whether is .xleurp � I that _.. _ -1 - SCALE: 1" = 40' off' Umlte d Exposed aggregate sidewalk Path oonrheoUnq all ocasedble eM of o proposed or nonexistent. i ..._....._. .. _ Y _ .. facility that can M They racy W ofleet from pedeetrlon arveewolks as shown on Plow ..lrd'1 ( .. (.: _� approached, entered and or w dkscted by the Engineer. but should not be boated behind vehicle stept Ines. Ili j( V Treatment when width d sidewalk or sidewalk used by penoro with mobility impairments. Existing light poles, fire hydrants, drop inlets, etc. will also offect placement. -. a .. { i 1..... I ..... $ .... _... I .... 1 _... _ . -, 4'% pace is low than 7'-4' .z IGNED BY: MSS j .4(d 2f� (d 4m Sm DES CURB RAMP sPEaF1CATI0N �+ /� /� REFERENCE t 1.. Z �JCf-iL E i II = �1L/' i FILE NO. 2703 (PERSONS WITH MOBILITY IMPAIRMENTS) __.._.. ._ _..__..____._______._,___._�______...___.�-____._+__ 203.09 a.vl..a 3-zs-ge VIRGINIA DEPARTMENT OF TRANSPORTATION 5oa 10+00 10+50 11+00 11+50 12+00 12+5SHEET 2 OF 5 0 10+00 10+50 504 lG/ JIIGG// _ Cn CD N CV C0 CD (V CD m 0 rV L w / U L Z3 L L) C f0 .N L L U _W J 3 CD Z I Ch 0 Il- N / U) 0 CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL GUIDELINES OF THE VIRGINIA SEWAGE HANDLING AND DISPOSAL REGULATIONS. CONTRACTOR SHALL ENSURE POSITIVE SURFACE DRAINAGE AWAY FROM PUMP TANK - EFFLUENT INLET DRAIN TO DAYLIGHT RUMP TANK CRO55 6ECTION NOT TO SCALE AN ADDITIONAL AUDIOVISUAL ALARM SHALL BE INSTALLED IN THE HOUSE WHERE SOUND WILL BE HEARD. INSTALL A RHOMUS MODEL 11-202 AUDIO VISUAL ALARM AND CONTROL PANEL OUTSIDE ADJACENT TO PUMP TANK 115' MAXI NEMA 4 ELECTRICAL BOX RISER HEIGHT VAIiRES WITH EACH TANK, SEE SITE PLAN FOR GRADES. GROUT OR SEAL RISER AT JOINT WITH TANK PROVIDE SCREENED ? i r VENT (2" PVC) 1/4 DAY STORAGE T ABOVE ALARM I®as" ALARM ON DIFFERENTIAL FLOAT SWITCH N/A 59" OFF 12" SET TANK ON MIN. 6" 051 STONE MAX DAILY FLOW = 2000 GAL. (AS APPROVED BY HEALTH DEPARTMENT FOR ONE (1) SUNDAY SERVICE) SEPTIC TANK CAPACITY (MIN. REQUIRED) = 40W GAL. SEPTIC TANK CAPACITY PROVIDED = (2) 2,000 GAL. TANKS IN SERIES STORAGE/PUMP TANK VOL. = 3,500 GAL. STORAGE/PUMP TANK CAPACITY a 48b3 GALJINCH MAX ALLOWED PUMP DOSE TO DRAINFIELD = 543 GALJDAY STORAGE/PUMP TANK SIZE IS BASED ON MAX FLOW OF 2,000 GAL. ON SUNDAYS. CONTROL PANEL SHALL BE SJE-RHOMBUS MODEL TD PANEL OR APPROVED EQUAL. PUMP TIME SHALL BE SET FOR 9:00 AM EVERY MORNING AND THE PUMP SHALL BE SHUT OFF WHEN WATER LEVEL DRAWS DOWN TO 12" FROM BOTTOM OF TANK ALARM SETTING SHALL BE 59" FROM BOTTOM OF TANK (BASED ON 48163 GALJK TANK). (MAX ALLOWED PUMP DOSE TO DRAINFIELD = 543.GALJDAY.OR 11.16".DRAW DOWN) PROJECT: New Life Christian Church File No. 2703 Total Dynamic Head Calculation Based on Schedule 40 PVC Pipe. Size = 2-1/2- Static Head: Minimum Water Level (Pump Off Level) = 796.15 Discharge Point = 809.92 Static Head in Feet = 13.77 Friction Head: Design Flow in GPM = 35.0 Length of Straight Pipe in Feet = 389.10 at Design Flow, Friction Loss/100' of Pipe = 0.81 (From Friction Head Chart) Friction Loss in Pipe in Feet = 3.15 Equivalent Length of Fittings in Feet = 55.70 (From Chart Below) Friction Loss in Pipe in Feet = 0.45 (For Fittings) Add 100%, Pump Wear & Pipe Erosion = 0.90 Friction Head in Feet = 4.05 Total Dynamic Head: 2-1/2"3CN 40 PVC ° FORCE MAIN TO SPLITTER BOX 0"-BALL VALVE QUICK DISCONNECT ' ATTACH ROPE OR CHAIN ° TO REMOVE PUMP FOR MAINTENANCE CHECK VALVE 1/4" WEEP HOLE ZOELLER EFFLUENT PUMP MODEL 98 CAST IRON SERIES 35 GPM 6 118 FT. HEAD _ TOPSOIL 4" PERFORATED PIPE DRAINFIELD LINE DETAIL (NOT TO SCALE) dt_&aMn6ld-ih0 nc ion Losses through Plastic Fittings in terms of Equivalenteng s of Plastic Pipe 2_1/2" Valves Fittings Gate Plug Globe Angle Check Coupling 45 Benden ee No. of Fittings 1.0 1.0 1.0 5.0 1.0 Friction Loss 1.7 21.0 3.0 4.0 10.0 14.0 Equiv. Ft. 1.7 21.0 3.0 20.0 10.0 Total Equivalent Feet or Pipe through Fittings 55.7 .... i ...� ........ 10400 10+50 11 +00 11 +50 12 +00 12 +50 13 +00 13+50 14+00 14+50 15+00 15+50 RN r � r o , I K2/ a12 45' BEND \ c ! \ / I / SPLITTER BOX FORCE MAIN IN, / ` 45• BEND �2 ^" `- _ '' 2-PIPES OUP (2) 45• BENDS I / sNO- x I x100, 1 TO p -8oX ` I �. / MIN• 51- a ®33�°1.11tER ®1i9° A- aOC31� \ \ s x 53' -4- DRAINFIELD LOCATION AS I APPROVED BY THE HEALTH ( DEPARTMENT, MARCH 13, 2000 1 11-1/4' BE? DRAINFIELD SIZED FOR 600 GPD t9 I AT 90 MIN. PER INCH PERC RATE. PER REDS, 3,150 50. FT. MIN. AREA r I REQUIRED. Lo s I DESIGN PROVIDES 20-53' NCHES j AT 3' WIDTH = 3,180 50. FT. 1 j CONTRACTOR SHALL CONSTRUCT LINES TO I FOLLOW CONTOURS OF GROUND SURFACE. 50q® SERVE AREA I I toa3 J/ e� s 4 0i, 10933' I / I / I fs I x I I � i 1 �+ ti OA 00 9 1 1 1 1 1 1 1 I�SmBg 1 � I I I I I, GP,APWICALi> Z cc W W Z 0 Z WC\2 O c\ In 1 40 mko ko 1 CD Z �� x toCV W b� W ,Q 410 cc 0 W . Hw 1� I 0 • 5� , aLu > % H N A kP I� CHIC E S 0jNo. 03116'�IONA1• 0 T E-, o 1.4 HZ a Z <4 ® O r--i W U w E' � C0 U "�D 00 W � V) � Q W x Uw LL > W Z DATE: NOVEMBER 2000 SCALE: -1" = 20' DESIGNED BY: MSS FILE NO. 2703 SHEET 3 OF 5 v) Ln m 0 0 Cu LO 0 dr CV D CD mr v� U3 m 0 r— cv r m C L CD cm C w i L I = C (O L L U _CD J CD z i m 0 cu r U) a 0 ER05ION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION . THE PROPERTY IS LOCATED ON MIDDLE ROAD (RODUE 628) APPROXIMATELY 1.0 MILE NEST OF THE INTERSECTION OF MIDDLE ROAD AND VALLEY AVENUE (ROUTE II)_ THE SITE AREA IS 500 ACRES OF WHICH APPROXIMATELY 321 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF THE CONSTRICTION OF A 1,125 SO. FT. CHURCH BUILDING, PARKING LOT AND ON -SITE SEWAGE TREATMENT SYSTEM. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT WITH A TREE LINE TRAVERSING THE MIDDLE OF THE PROPERTY FROM EAST TO WEST. PREVIOUS USES HAVE BEEN FOR FARMING. ADJACENT PROPERTY THE SITE IS BOUNDED BY RURAL AREA (RA) PROPERTY TO THE NORTH, EAST AND WEST AND MIDDLE ROAD (ROUTE 626) TO THE SOUTH. THE PROPERTY TO THE EAST IS USED FOR A CHURCH AND THE OTHER PROPERTIES TO THE NORTH AND WEST ARE SINGLE FAMILY RESIDENTIAL USES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM MIDDLE ROAD TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (305) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION DIKE (3DS) SHALL BE INSTALLED TO DIRECT OFF -SITE FLOWS AROUND THE DISTURBED AREAS THEREBY MINIMIZING SEDIMENTATION ON DOWNSTREAM PROPERTIES. A TEMPORARY SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS A PHASE I CONTROL MEASURE PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGI4 TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. STORM DRAIN INLET PROTECTION (3.01) SHALL BE PLACED ON INLETS AS THEY ARE CONSTRUCTED TO PREVENT SEDIMENT FROM ENTERING DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF DISTURBED AREAS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT 5TRATEGIE5 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERNTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER TELEPHONE, STORM, SANITARY, WATER ® GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES, FHA5E5 OF LAND DISTURBANCE ACTIVITIE5 I_ CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE_ I SEDIMENT TRAP, CONSTRICTION ENTRANCE 4 DIVERSION DIKE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 5. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. NO. KEY SYMBOL DESCRIPTION 3D2 CE mg TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3D5 O XE —x SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 30S ® ® TEMPORARY DIVERSION DIKE 3.10 O TEMPORARY FILL DIVERSION 3.12 �V DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 3.20 O ®--- M r CHECK DAMS 3.33 O --�-- SODDING 338 O 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING 8 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EOLc402 SEEDING NOTES: I. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-ro INCHES) AT A RATE OF SO LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF SO% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNI RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. lo. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREA5 AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. RIBBER HOSE GUY WIRE q2 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2 DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL - TREES OVER 2-1/2" CALIPER (NOT TO SCALE) KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QJANTITY REMARKS TW THUJA woodwardii Woodward's Globe Arbovitae 14° 51 AS SHOWN GTis GLEDITSIA triacantlms %vinlemaster 2-1/2" cal. 2 AS SHOWN "5hademaster" Locust LS oFs LIQUIDAMBAR Swset Gum 2-1/2" cal. 2 AS SHOWN tyraciflua NOTE: TREE SELECTION SUBJECT TO CHANGE WITH CHURCH APPROVAL. a • $124 x / ®® 810812 1 � s O f j x 1 183 ®®® ! I 808 1 x ~ 83 xW11 CONTRACTOR SHALL CONSTRUCT I DIVERSION DIKE 4 STORMWATER I g o MANAGEMENT POND EMBANKMENT WITH RIP -RAP LINED WEIR AS A FIRST m STEP PRIOR TO CLEARING REMAINDER I TO DIVERT OFF SITE RUNOFF g065 OF THE SITE. 1 f D AWAY FROM STR ICTION AREA. x CLE.ARiNG LIMITS r _ '" 6 . 7 — t I I IP ff cQ� 0/ I 1 Q I I I I I I I / (> I i ale MIC01-E ROAD 6/0 _------- ___. _ 4 — -- -- -- _...._.... — — -06 804 " --...._____ _ 2 "' XM' 21 Fu' x 1 20 0 40 50 .., SCALE: z R u W z 0 Wtit 0 CD cv U) It q It :0 1 �cv I rn z �> x 't I to� W _ .d �' o A O W� CD-4 H Ga a0i O w ai r� 1111111 MICHAE 4S.SMKI I ENij �I No. )A 031162 z a w D T E-1 Z O Z Q ►� `® z 0 z O r-o v �h ® VJ z E-1 `®W a: 00 � Lux U. z n O W w DATE: NOVEMBER 2000 SCALE: I" = 40' DESIGNED BY: MSS FILE NO. 2703 SHEET 4 OF 5 �4" REINFORCED CONCRETE CG-2 SILT FENCE IN5T)ALLATION STONE CONSTRUCTION ENTRANCE (,� a ON5IT�E Te`I FIGAL FA 7l El 'j ENT 5ECTION 3000 PSI Z 4" x 4' TFMNC14 A�I NOT t0 SCALE 4" SUBBASE (21-A STONE) I. SET THE STAKES 2. U���ALgOW3 THE LINE OF STAKES. 10' MM. EXISTING WIDTH VARIES A PAVEMENT SEE SITE PLAN 3' _ I I/4 I FILTER CLOT 6" MIN BERM (OPTIONAL) DOUBLE PRIME � SEAL PER T-M W_ W__ W_ - VDOT SPECIFICATIONS 4" a , . d ' r . G• a • V Z04 A a •' roSUBBASE VDOT STD. GR-21A o j--4"SIDE ELEVATION Z 411 = _ 2'R EXISTING 10, MR W � =1 11=1 I I=1 I I=1 I I=1 ... =1 I �I I I=1 11= COMPACTED SUBGRADE _____ _ I I I=1 _T 1 f=11=1 fI =1 I F= I T 1 i s I GROUND LO (COMPACTED TO 95go DENSITY I -III -III -III -III -I I (- III -III - a 3. STAPLE FILTER MATERIAL 4. BAGKFILL AND COMPACT THE B WASHRACK I' MIN. At OPTIMUM MOISTURE CONTENT -III-III-III I -III -III -III -I I TO STAKES AND EXTEND IT EXCAVATED SOIL. (OPTIONAL-) d VDOT VTM-I METHOD) COMPACTED SUBGRADE INTO THE 'BENCH. I Concrete to be Class A3 if cast in place, 4000 PSI if EXIST �+ CD C\l (95% DENSITY) a 12' MIN• -4 ca precast. Surface PAVEMENT W PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 16. SOIL TEST - .'• 1 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED t III I �•�- 4 - POSITIVE DRAINAGE 10, MIN_ x � 02 PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. GONGR I S I D W J. D I I Base IVDOT M sGA EARSE B TO PMG SEDIMENT 11-4 b w iI Dt- vint-Larch►At (NOT TO SCALE) a MUST EXTEND FULL WIDTH OF W a) ° O A. This item maybe = INGRESS AND EGRESS OPERATION �' 4,0 GOf1C6W precast or cast in place. - PLAN VIEW � U � Subbase SHEET FLOW INSTALLATION H w (PERSPECTIVE VIEW) 6` ITMIN. � SECTION: 2035 I-� 2" Radius pS CA W 40U77PuAIIS SNCE 1g,7.7" f 3198 -� This curb is to be used when design speed product mforma0on < �ir t 1) �0 Supersedes = EAD -APAC;- ,;uavc �- ��- " co is 40 MPH or less on Rural Highways and Note: Curb having a radius of 300 It• or less 3" MIN presented here ""'sets O '997 ' W ueCEL '?e- _ . 45 MPH or less in developed urban and (along face of curb) will be paid for as radial = = rl, 3" MM. •� �" +� Surface suburban props. curb. :onddions at time of U PUMP !O. 30 • puollcauon Consult !actory!' , L � m o N I T I I "artj:ng ciscsepanaes or j �� VAIL TO: p0. 3CX f6347• Lowswe. KY 40256-4347 3-• `_-------.--__-.-- - �� " 25 The depth of curb may be reduced as much as 3" FLOW FILTER CLOT I+� W V) SHIP T0: :ba9 Cane Rlm Road • LOvaWb, KY 10211- f 961 - 1 Mm:/Avww.zoeller.com 502) 79.2731 • f 1800) 928•PUMP • F4.X l502) T7r-3624 a - ••� .. . a BO6e (15" depth) or increased as much as 3"(21 " depth) i SECTION A - A =� in order that the bottom of curb will coincide W - `0 with the top of a course of the pavement 11 _ �.. .• r Sub substructure. Otherwise the depth is to be 18" as COMPARE THESE FEATURES s - �- --------.! shown. No adjustment in the price bid is to be Non -clogging engineered plastic vortex 98 Cast Iron Series ( _ - �� 1 12. 6 -{ made for a decrease or an increase in depth. - I I- I _ • t i. Q impeller design. AL _ "FLOW -MATE 7 7 - ACCEPTABLE ALTERNATE I I -11 •• •'• 1' , • : !x•. Durable cast construction. Cast switch case, IF CURB IS EXTRUDED motor and pump housing and base. No STANDARD 6 CURB sheet metal parts to rust or corrode. I (FOR PUMP PREFIX IDENTIFICATION SEE NEWS d VIEWS 0051) - � _ - - s�c1�EN " POINT A SHOULD BE HIGHER THAN POINT B. Q Castings - All cast iron class 25-30 25000# FOR SEPTIC TANK 77 ensile strength. LOW PRESSURE PIPE (LPP) :. , .oNs :c to o c ;o d0 105 VIRGINIA DEPARTMENT Z g pp ___ ___ _ TRANSPORTATION 201.01 DRAINAGEWAY INSTALLATION SECTION B-B O Beane s - Upper & lower oil fed cast iron. AND ENHANCED FLOW STEP SYSTEMS ='S 502 of REINFORCED CO'li DRAIN SPACE H • Stainless steel screws, guard, handle and � y r -_cw =e9 wlNur� '__ .-_._ --- arrn and seal assembly. EFFLUENT _ END-� (FRONT ELEVATION) EW-sot"Cc(/I Float operated submersible (NEMA 6) OR DEWATERING PUMP .,peons: uerors _lrs r 2 pole mechanical switch. SUBMERSIBLE _ - -- PIPE OUTLET CONDITIONS TEMPORARY POR9ARY DIVERSION DIKE a w Oil filled motor-nermeticaiiy sealed. j 11/:" NPT DISCHARGE ,,, - --- = TE�I�OR>4R� SED (�INT TR>QP Permanent split capacitor motor A A • entire unit pressure testes after assembly. _--. -___ _. Automatic reset thermal overload:• - -_- a i VARIE C protection. !- L Carbon and ceramic shaft seal. -- _ COMPACTED SOIL VIES• GLASS I Watertight neoprene'" ring between MODELS AVAILABLE I = ORIGINAL' RIPRAP motor and pump housing. j ► . ___ �_ f 3d GRAD ° ELEVATION Automatic or Non -Automatic d Maximum temperature for effluent or I . = H.P . ' Ph.. 115V or 230V I CONSULT FACTORY FOR SPECIAL APPLICATIONS ° IS" MIN_ .? VARIES• w 9 dewatenn 130' F. - 54' C. \ O 9 wadable wdh Piggyback IElectrical alternators. for duplex tams. are available and variable level float switches are available for controlling single PIPE OUTLrET TO FLAT . ` ^ ,. w( 61 GU. YDIACRE h 00 cycles, 1725 RPM. /anable Level Float Switch. I supplied with an alarm. and three phase systems. S %`` AREA WITH NO DEFINED Passes ;:inch solids (sphere). I ( Mechanical attemators, for duplex systems, are available Double piggyback variable level float switcnes are available A No screens to clog. with or without alarm switches. for variable level long cycle controls. PLAN VIEW CHANNEL Standard cord length 15' (UL listed). I FLOUT -� " 61 YDJ4CRE 4' MAX FILTER CLOTH ORIGINAL N • ,/" �„ % ` I MODEL 38 SELECTION GUIDE `: ¢•'• ,''•." ` (EXCAVATED) GROUND l NPT Ch BN e I 1 ;: < is . lC Ada ter I ' COARSE ELEVATION g p I Standard all models -Weight 39 fibs - H.P "�H1eoetoOeratetl2p0e AeC"a" �'� a "oeaena'ooneo'roouNea. -_ nduded with 9N d BE Models). I - 98Senate 2. Single pggyback ter!oF delews foatswnC ordouOlepKJgylaakvanaoe evei T -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -III -III -III- AGGREGATE ALT$ O Control SeNctlon Bost swrtcft. Refer !o FMOa77. L On point - q%,' I i Moe.' VONs Ph Mow Amps Simplex p - 3 Mxnamcal tot Mor CI M072 d 10 0075 1.� ea96 1t5 Auto 94 �. or, 87 - ,� s See FM0712. for oDrteU ftgdel of E!ecviral Anemator I a I -I I I -I I I -I I I -I I( -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I-) I I -I I I' •� Off point - 3" �* _ N9e 5 Man 9 ♦ or 2 8 6 3 014 & 5 5. Controi 5w"& 10.0225 used as a o hol sews o . speaM ou0lex ;3) at eI Mejor width - 10 ". 09e 230 1 Auto : a 7 1 a,1 & 7 - I float system -III-III-III-III-III-III-III-III-III-III-III-III-III-I I I- o x CROSS SECTION OF OUTLET 6. Four l4) ride J�ek. lunation box. for watartgM connection or weed -In a F58 230 1 Nan a 7 2 or 2 8 6 3 or A 8 5 simplex or duplex operation. 10-0002. Height - 12" I 7. Two (2) holeJ-Pak, for wtain nl connection or sdce d 4S' MIN. MICHA L S. SIMPLEX AND DUPLEX i ti2� 0� CAUTION 1� IC S No. Fly information on additional M04 txoaca nNer ro coo"IOW. M 96'& u variable &w Slwlr7t 7.. w installation of controls. moil rid d:a and no-ld snows tx ddne di a ouNAec ]?IIIITER .-UIl'H M IN 6"-9"; RECOMMENDED FOR EN1'QiE PER11IIIE '$R FILTER CLOTH Q SYSTEMS AVAILABLE I abOlElacfndAasmavFMW88;WOrxvlllsnubr,flO/%yyrp5.,agaBsans.fMOM7: I�cN+seder.ctncian Allsl.ctncalanasa4rycoansnowao.:oibwMmaumngthe mou SECTION A -A A 031162 SOV0 Phase Sergi Ratio Cored. FM1588:Alwm Sysirre, FWTM recent National Electric CodeINEC; and ih.Occupauonal 5.lety and N.a11h Act 10SNAI LENGTH (IN FEET) • PACKAGED SYSTEMS - 6 x DRAINAGE AREA RESERVE POWERED DESIGN A T5ILT PENCE DROP INLET DIVERSION (IN AC-) SSIONAL AVAILABLE DBE • For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. � / MODEL SN98 Note: The sizingof effluent systems normal requires variable level floatfs) controls and property sized U41L TO! P0, sox f63+7 A O 3d cMIN., �Ro c O �GLASS I RIPRAP Ld TO., 49 am Ru 317 2 X 4• U1DOD fRAME 1 1 / /I I / / / / / i/ / / i basins to achieve required pumping cycles. � _ ,: ��iN3LDs/'J MwaA.ceawso/ t p jO�Q sla ro: 36a9 can. Run acted LdtersMia. KY a0211-19e1 (502) 778-2731. 1 (SM 929 PU91P Quaurr Puw S.•icr /939 d FAx csrol ne.u7. ' O WITH GRATE / PIPE OUTLET TO WELLT 1 11 1; 1 11 11 1 ' 111 111 11 1 ► /1 1 / / DEFINED CHANNEL IS' MAX. PRev'IE 1 1 1 11 11 11 11 1; 1 11 1 1 f 1 11 1 f 1 11 I I 111 11 1 or 1 . PLAN VIEW 1 _ SECTION:5.10.270 L g QUaL:I'l�� =M0507 3' MIN. / / o-Cic: nfermation 3resehtea -,ere ! O 3ucersedes 0 X �� / single phase, simplex timed dosing pump control � slier:;::3ndlt:DnS 31 .,m� ,; P %� - :ucuc8p0n „nsua '3c:.ry egarcirg �UM/ L O. •sy� /'- :,sc tic d GATMM AREA A7ED `he Model TD :ontrot panel provides a ,enable means of controlling ono ,Ingle chase cumto - e acc:es 3r ^rrslstenc:es AREA COARSE AGGREGATE" E- n onslle seonc nstailanons. A programmable ')mar activates a magnetic motor ronsac;or'o 1 `NAIL'0: ''= -CA •5:�%•-:ursvide tY 3I��p-:3.1,- EXCE66 � �� AT C 0MS ER6 f -1 SHIP T0::Z80 Jc 'Arders _3"e • _:wsvele. A CZ'8 T �1 N Turn the pump on and oft. t cti acesNatee a overuses the timer Ito prevent :he pump rrcm = :' -_'i -�• I SECTION A -A OUTLET (PERSPECTIVE VIEW) FHA t-� 3C,;: r:_ _ 1F • =1X �0<"".'-�1•:Ii:J • FILTER CLMI KEY IN a"-9"; RECOMMENDED FOR ENTIRE PERD�TER O y running dry An alarm 'coat activates the audio;vlsual alarm system indicating a nign pwo '( � �-1 level. Common applications ant 3o anon wand 'filter systems. pressure distnbuUon systems. 1- on FRICTION HEAD NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GAB10N 0 mound systems. pr any application requiring a timed dose. s BASKET, OR CONCRETE. T H i�E R5 PE CT I uE V I E W5 **COARSE AGGREGATE SHALL BE VDOT 3, e351 OR 45 1 2. La 19 THE LENGTH OF THE RIPRAP APRON AS CALCULATED EOD-343 q ' Represents �-icnon joss .n �lasnc Dlce scnecule 1C. USING PLATES 9.16-3 AND 8,13-4. Model ►-� I--r Shown 3. d - 1.6 TIMES THE MAXB[UN STONE DIAMETER, BUT NOT I LT TD 1 w9 r 4x �� D©0 il�\ r `lrioclLy measured in ft.;sec., :.ass )n .'re[ di water `lead ter :00 `t. of 71 10 o PER ..0 ru 4' . t �u �u �Y LESS THAN e INCHES. 6TA10E 5NC C l�� U �'T INLET z � whM. J I a gal Source: Va. DSWC Plate 3.18-1 I I RO'I'C� (ON O ` 1 1:3 :i1 lea 3:9 L19 1.01 36 :7 67 a 6t FAtalRl _` � �' I '^� 1 Entire control system (panel 6 e y+ a s J.61 I J -A 3 65 L:9 .n :A . e s7 .9 �^ s ! 1s •e 1 . e2 IIJ : 7s 5 68 ..72 .95 1.:6 13 ? .6 32 D1 ENDWALL and switches) is UL Listed to :° :de r9.1 eol n.9 372 350 :.U. 1.1-t 1.,7 67 96 :, 65 � „ 33 =FPOa I meet and/or exceed industry 7.21 :1.9 1.16 7.11 ?.n :.ol I s9 - F•--1 I� ? c .fir 1.:5 J7 .:a .:1 .0 _ II �. I� 15 9 02 J7.6 ; 60 :I.a .:I :7 s1 07 19 O7 O safety standards ;a :90 37.6 6.69:6.3 =� ,.05 :.3e I.a :.;o 1 9e /t :e : 95 :.99 0 :.3 :1 -9 a a 4 . I' MIN r , 1 Dual safety certification for the 0 3 IP_ 2.0 6).9 a1 19.7 1.:9 s.23 3.15 :... :.ot 96 :ell :9 37 Z 65 n ;1 a - ii i I 3.M 7!0 J.aO ),IS :.SO L:a el .] :.:9 :9 31 - ,. - ',� i • United States and Canada 9 0: n.:5 .1.3 61s :o.a 1. 2 3.17 :.39 1.So o a 97 u n 6 ~ •. a . a • .. • 35 5) 37 :3 02 )5.9 7.11 :1.; 5.51 6.91 ` 35 : •0 . I / Package includes float switches .0 6; ar 6• PIPE :1 39 -1.4 9.;8 :9.3 6.30 3.83 3.82 , :o J5 us 1, 10 1 ° a ' • • _ s a . a (optional) 5 - >• 16.70 965:3.5 Ica 10.9 1l0 ,-85 3.02 !.12 1.9s ;+ a :� :.°y 0 � • .. . ij �. + • i, .i • • t a 53" .. TOE OF FILL CULVERT rat :d a2 J1 57 U 0.;2 �.: a7 1 ..; •: • ':. Frjy��l I� l 7.) 1.:8 1.65 5 :.;6 :.17 e1 : 62 :9 :.� :6 .. III - a - d •.• :. INI • �] , :3 30 J6 u .;1 :1.;8 J.9 9.06 16.0 1.:6 5.35 1.69 :.33 :.,9 .74 :.-0 A :.11 :9 II r r • / Complete with stenostep-by-step o0 99 119 ,a 33 :3 92 -6 7 9.11 :9.6 ties 6 57 + 01 :.:9 : eo a , ELEVATION OF STAKE AND - / 70 i A d m Q nstallation instructions 55 :.°a + 3+ n 91 e.7 10.:7 :1.6 6 u 7 s 1.,e ..'3 :.0 ! 02 : 00 .7 . ,e :5 r -"� /}/ //t� }}��� //. 7}���� /{� DETAIL /A� W A' J :.:, :0 .'9 51 :J.JI 33.1 11.01:1.9 6.69 9.32 a-69 :.33 :.01 :.:1 .4 :.-9 ;J / T1�1 �I`/ OI �I�NT/�tTION ✓ Tl"'\I� 1-1 Iw[i three-year limited warranty -5 :1 .9S n 17-6 60.e lisp :2.0 ;.17 1.1 5.36 3.)3 3.:5 1.11 � :.91 SLOTS FOR DRAINAGE ////// ia-r w 1.71 .:3 .71 .h :ll -7.: !3.e9 15.3 7.65 11.1 3.76 3.71 3.69 1.54 :.62 69 ..a .;a 1. Enclosure measures 0 x 3 x a inches lasts 0 x 20.32 x a 16 cm) 95 :.39 .1S 96 >a a.a �.° :).71 is 3 3.81 13.3 3.770 ).al ,.6q ;.� : 61 .6 a lI NEMA 1X iultraviolet stabilized thermooiashc Nlth removable f.;nges for n :.17 :6 ..a' 07 :9.10 94.6 1+.;1 39.5 seal 13.9 6.d3 1.01 3.91 :.32 :.92 91 :.b ,7 (TJp) outdoor or ncoor use) 3s less 9 L09 37 .4,95 13.; o0e 15.3 6.37 1.07 •.12 :.o4 :.9, 36 :.42 .13 I) :Do :.03 ..9 1.:3 0s 15.;1 17.9 9.;b :6.9 5.;0 3.w •. 71 c. L us :.35 l a 37 : a n " 2. Magnetic Motor Contactors controls oumos by switcnmg not electrical o :. 9 :3 :.a o :7.31 n.J /0.3 :D.: 7.37 6.81 :.a: )a; a :..1 09 9 9 rT' LISTED ::0 1.96 .Z7 i. `6 .:1 ?tP° 1a.9967.: :I.S :J.y Real 7.99 5:: ':9 3.99 'eels :.06 .?o •'a SPECIFIC APPLICATION U �t nes. ao :.12 .37 1..7 :3 :0..6 9.d :.. z) 9.,1 9.79 ;.a 7 s1 1 :.6a 1.31 3s 11 .. a • 53" :10 :19 36 1.,9 ;5 xl N 2-1 N a9.3 :3./ 31.: 9 78 10.5 s.UB 112 . N :.97 3.57 l-•-I 3. NOA Switch rot manual Dump control. ;� ..m -.30 :9 6 :J,6 :1, 1s.7 :aeo ::a e.sl , 93 i 99 : ,7 • : ci �• n THIS METHOD OF INLET PROTECTION IS APPLICABLE UJI (ERE THE ° 4. Control Fuse s 3 •c . o : 7 s .+ 2-24 REBARS M "7 a :32 a 35 :1, •1: 1.1 :6° 6:1 yp - FOR WHEEL STOP INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER ° TOE oFFILL Fj-1 S. Alarm Fuse 90 Z. 9+ 7 I.a 1 , .36 :O, :. • :6.9 ;.31 6.;9 s:7 1 of 1 bo :b (T ) THAN 590) UJI (ERE THE INLET SHEET OR OVERLAND FLOUJS (NOT :90 3.10 6) 2.16 •A 37 :0' ?! :8.: ;5.1 :a.6 9.:1 -._9 6.:7 7 .9 • 3+ :. 38 5. Float Switch Terminal Block :m ).-7 'a =�7 :9 ..:3 .T a :9 : so.6 13.4 :oa sex 1.,e 6.:0 7.-3 1.:1 :.06 9u ::0 3.59 33 L.4 ^ : u) 3e b 73 :: 0 1 :1.; :+.9 2;1 :0.0 7.0 • IS :.62 :. •1 �• 7. Power and Pump Terminal Block :10 3.9: 3e 2:17 .1 13 :o =9 )3 _.9 35 5 :6.1 :e.; :0.4itl EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT SILT FENCE 7. ' 1J `:A 11 APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, MUCH AS DIISTANQ 16 i' MINWU P FLOW :6 0 ..:5 1-30 2.99 .Q :rob :: :.06 Dt :1.9 ?9: :7.1 )7.0 a.) I,., 8.0 i07 sew :.:a 8. Programmable Timer with separate variable controls allows for setting =90 4.25 1.b 3. 1 :.77 13 :.:5 .,). Mill :a.: :2.: ;s.; 909 5.91 7.15 3 as IN STREET OR HIGHWAY MEDIANS. 16 TOWARD Erfnarv*'NT the on and off times from 05 seconds to 30 hours, lo0 4 90 1.19 3.33 e2 1 71 ;, n :d 5.13 :.e6 3.34 .69 :.05 ..7 : :1 6 :a 1 .,._ 17 D :7 9 9. + 9D ^ 6e , ; SECTION A ° A 9. Circuit Breaker provides pump disconnect and branch circuit protection ',40 ':11 1:37 3.:9 76 :.;S -.9 : 19 37 :' p1Pc 6 1e . 13 9 '0.1 °.'° a s9 ::.9 :+.5 !.3 _.; :1 � 7.;6 Tess 3. n L FLOW 10. Red Alarm Beacon provides 360' visual check of alarm condition. W 5'77 07 /'°° 3e `'° _I `i7 ' =+ = 60: a s :. 7 u. 0 :: 3 :0 6,:3 UJ :8o e.19 :.:J ..:Z .9+ :.13 .:4 ::5 A :.as 33 ., WHEEL I11�11}}.�� /�q-1" •00 6..1 :.S 117 ].O7 :.:0 -3 .l 29 :.:1 A :6:3 -e.; :6.1 ::., :2.) 2• ?.9 ro:8 WHEEL V 1 M�� 11. Alarm Horn provides audio 'Naming of alarm condition 183 to 85 decibel •so ;.la •-1 3.0o 1.:9 -,.?1 . 2 : + :9 05 '6 s %- 3 ;-,.4 10.6 13 0 :": , 10 - : N.C.Erosion and $6dhlE►It Control F'larrllts9 and Design Mantel.198E PLATE 3�1-I * fj•'�''''tI /�� T (�•_ M }}���� J/t\ sting). D0 9.02 ].9 5.6 1.6 3.19 16 201 :} 112 01 :39 :6.; 1 , 67 :19 771 Dt-Whl6telot NOT TO SCALEOPT ION �� V I ON� VOI I�./TNT'-l�(ON 3X1 1.a1 ..5 6.:1 t.ss 3.;: •a :.:. :a :.•e .xt :1.; 1e.: 16.: :0.) ::.6 1..3 12. Exterior Horn Test/NOrmaUSilence Switch allows alarm horn to be :J.9 0 '7 9 :• 3 13 0 '7.s - 600 9.62 3.7 6.65 2.:9 3.91 .N :-+5 .:! 1.,o 07 :6.0 61.1 :9.5 :9.5 '. 5..0 7.9 Silenced and allows alarm system to be Tested. mow, Rom, 650 :0.10 5.1 7.:Z 1.-3 1:6 .63 :65 .a 1,34 09 :5.2 :1.1 :)0 !610 !eel -00 :1.: 7:1 7.'9 2.92 1 16 .72 : 96 :1 1.99 30 :1.- `; 3 :7 GO 13. Horn Silence Relay automatically resets alarm after alarm condition has 750 12.0 8.1 9.31 3.35 1.80 .32 3.06 -:3 _13 11 ;+, o .9 9d .1 o ID' been resolved. su l�ecteo srs.en". i..�. 350 11.5 9.1 9.45�00 3.71 3.10 89 7.:6 .15 2-:7 .15 6.0 .e.4 :010 :6.a 350 !).6 ;OS 9.+5 +.:1 3.49 1.03 f.Q J5 2.11 17 14. Backplate Label includes diagram of float. pump, and power connections. PO Box 1708, Detroit Lakes, MN 56502 17.6 :+.1 :1-+ ,0.1 , 1-888-DIAL-SJE • 1-218-847-1317 1-21e0sl 4617 Fax DATE: NOVEMBER 2000 • email: sje�sjerhombus.com Shaded area r=presents reouired'IuIC velocity tc carry solids. Generally accept'' t0 ce = `set ..n.r.•1 Ar9e.9.a.".a9ae.< <..�. ;;er second. FLOW `a � 7b' •De,o sV+o.rn �s colculoted from Will;_ and H°a•n Formula H = '' 023 '/ 3.352 . SCALE: AS SHOWN 1.352 p 1.167 °sing 60°F. 'NFo. H = 6..d loss, v : fluid v.loc,lr fr./sec..,I p:P.• ff. e = �oerrc{.n5 r.p..s.n)lna rou9l.n.es °r ,;p. ;nt.rler stir'''. � dab 1 ��� DESIGNED BY: MSS VDOT 03,'9D7, 43, 436 OR oilCOAR6E AGt3RE6AtE TO REPLACE 61LT PENCE IN • MOR6E6FIOE • WHEN EACH vELOCITY OF FLOW 16 EXPECTED FILE NO. 2703 eta: ADAPTED from VD0t Starldard Shwas and va. Dewc PLATE. 3"-1 SHEET 5 OF 5 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. . 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the Si a development permit. The approval of these plans in no way relieves the developer or his agent of the re ponsibilities contained in the Virginia Erosion and Sediment Control Handbook. E 3. A permit must be obtained from the Office o { the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construeion in existing State right-of-way. 4. Approval of this plan does not guarantee k Lice of an entrance permit by VDOT when such permit is required under State law. 5. -The exact location of _-all and rails will a g b . .__._- er et maned b VDOT ersonnel. A joint inspection n sect on will be held Y p l p with the Developer, County Representatives, a ad 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 p rmits must be available at the construction site. Also, a representative of the developer must be avaii ble at all times. r 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from he 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 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. ` 11. All springs shall be capped and piped to the °earest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VD T standard SB-1. 12. Construction debris shall be containerized in ecordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall adequate uate means p q e cleaning mud from / equipment trucks and/or other a ui e m nt prior to entering public streets, and it is the contrac . rs responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure tat the streets are maintained in a clean, mud and dust free 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 obt ned from the appropriate authority concerning permits, cut sheets, and connections to existing lines. - - 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Co u ty 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 i form the engineer of any conflicts arising from his existing utility verification and the proposed construe on• i 17. The developer will be responsible for any dam ge to the existing streets and utilities which occurs as a result of his construction project within or c ntiguous to the existing right-of-way. 18. When grading is proposed within easements of tilities, letters of permission from all involved -companies ------- --------,. must be provided to Frederick County prior t issuance of grading and/or site development permits. 19. The developer will be responsible for the relo ation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 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 ravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions pr or to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discre .4I1ricies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum densityas determined b method "A" per standard Y proctor AASHTO-T99, ASTM-D698, or VTM-1 a 'applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note: 23. Contractors shall notify operators who mainta n 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. UT ITY CONTA CTMrV S Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 2 ° 04 (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 21.741 1-800-654-3317 Gas: Shenandoah. Gas Co. P.O. Box 2400 Winchester, VA 22 3 4 (540) 869-1111 FCSA CDNSTR UCTION NOTES 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 METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBI) iTY 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 TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLI : ATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING 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 ITO 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. I Vl. All work on this project sliall conform to the latest editions of the Virginia Department of Transportation (VDOT) Roadano Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Reg latigns and any other state; federal, or local regulations applicable. In the event f conflict between any of these standards, specifications or plans, the most stringent hall govern. V2. All construction shall comply w1ith the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance wide the current edition of VDOT's work area protection manual. Furthermore, all traffic co trot flaggers must be certified in accordance with VDOT's 1.9 ®r-' ' - .._ . --- "- -- i - '- _.-.._....- 94 latest a anon of oad _ _.._ ._ R & Brad e S ecafacataons - I Section 104.04 C. Y ( , g p V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work Contractor shall be responsible for acquiring all necessary VDOT land use permits for any cork on VDOT right-of-way. V6. If required by the local VIOT Residency Office, a preconstruction conference must be arranged and held by the .I 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 is to begin or cease for any undetermined length f 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 tllrough construction and maintenance of a construction entrance in accordance with the Vi¢¢;ginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to of er 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 thin existing or proposed VDOT right-of-way are to have minimum 36" cover and, hen possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to theattention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDO V12. All undercut areas and borrow* material shall be inspected .and approved by VDOT Inspector prior to placement of fill. VI 3. All roadway fill, base, sub urface material and backfill of utility/storm sewer trenches shal be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method . A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A `copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD ' 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. Unit 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 VDOT on an account receivable basis. -- :V1.8.._ __ _. . _. ..-...,Final.-location. of CG .12 Curb Ramps _:shall -be ._:detern�aned-..by �DOT.._Inspector.�-�•-••.�-. ..-_.•,.. Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. APPRO vAb LOCK APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS .FROM DATE. OF APPROVAL. ATURE DATE TRIP GENERATION DATA CLASS USE GROSS' SF NO. OF EMPLOYEES 560 CHURCH 7,125 'SHEET INDEX I COVER SHEET (NEW) IA COVER SHEET (OLD) 2A SITE PLAN WITH REVISIONS L ECEND VICINITY A EXISTING INTERMEDIATE CONTOUR SI�ALE 1"= 2000' 'EXISTING INDEX CONTOUR ®330 - -- �'`'jJ' ) ? I. •. ` ' f ,n%Q:.. j_l1l�� • �j �' J '' y u y PROPOSED CONTOUREX E/P 40 ' �' : / • o ,�,,. nl 1, EXISTING EDGE OF PAVEMENT PROP E/P ,PROPOSED EDGE OF PAVEMENT ,EXISTING CURB AND GUTTER EX CfG ;D" `�°'; r" �j'o • a '; '•v. '_' •% J' • PROP c4c% PROPOSED CURB AND GUTTER CCx-6 TRANS. CCU-6R S..• 0 , • `o - ° .: ice- (TRANSITION FROM CG-6 TO CG-6R ° e i X ST G • E I IN TELEPHONE LINE.- tP 's • 1 l r ° �. _ s n T PROPOSED TELEPHONE T �•.. Q HONE LINE •.. EXISTING STORM SEWER r-, E R P .,'.:� I> .'' :� '' c�..^� P o`... •�. t, `� �. r• . .. l i .PROPOSED STORM SEWER -- 9 ` -\ - • EXISTING SANITARY SEWER '.PROPOSED SANITARY SEWER •_ ) _ �,,� : ^ -;,• .. .. !r ... •� � •,. vl to ��` ��ii ° o7i..�.S��° e.°o • •. s EXISTING ELECTRIC SERVICE 1, - ` .1::. 1•~l•'?%•'o . •... '•e •wa• �M ...•�•� `w r'1� �• l' •off• \ PROPOSED ELECTRIC SERVICE ,EXISTING GAS LINE ^� LJ :�. ®i d?; _ a • c • o ping ,�• , ,ram .,`�• !® o.•t. Q80 J ie1�omeo i� ,�J%/ , .� .. .�' :PROPOSED GAS LINE G y/,. .. ..•i 'J .� w: °:m •• '0Pe ° i•• VPe -: /b PROPERTY LINE ®�® ®® ' e s; A .k.. ~•� a eM w ImeoYat��ea�c�• �3y Q ,FLOW LINE .°,- ��.e3 ®e+°..® m.••:�. •,•®•es, o�.n a®,a®m \ •� _ .� lti.Jtr �, �.•• a ° o\ ' �:•�f�� ' I r725 �� EXISTING FENCELINE :� / • �..-° s'��r- 4�� J ;,�r •� 1 EXISTING POWER POLE .. ,�,,. - � �.�/' ,. `,. • •: _�:,�'�',••� ,., 1ti ._ '.. aiA°•� � • � EXISTING TELEPHONE POLE b , • r. •e., Q , lga ,� ®,� :)�:�,� J �r®�: >,., _.7. M_i ••• .• to EXISTING WATERLINE W/ TEE �r--- - - a-*�� . •, • � 1 .. .'i, • �� • `'� _ ;: C•'� /►° � •° Lam. o��•�° •• 'S� am PROPOSED WATERLINE W/ TEE ,.. �_ .� a , •. ,:. �. o •;,.• c ,.,., 5• .. .. . .:. ..vv ,° •® ... _ •�o••••o%.r is •• tsr \• _ _ • EXISTING FIRE HYDRANT T. EXISTING WATER VALVE FOe/Fti T INFO A TION --- ---rd --e-- w i PROPOSED WATER METER ® PARCEL. IDENTIFICATI❑N NO, TAX MAP 63 ((A)) 4E EXISTING REDUCER STREET ADDRESS: 1 PROPOSED REDUCER TOTAL AREA: 5.00 ACRES BUILDING HEIGH ;STOP SIGN PROJECTAREA: 3B ACRES MAXIMUM ® 35 'HANDICAP RAMP (CG-12) i DISTURBED AREA: 321 ACRES �' CURRENT Z❑NING: RA PROP. HEIGHT = 2 iDENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE: VACANT ;STANDARD RAMP CONSTRUCTION PROPOSED Z❑NING: N/A PARKING INDICATOR PROPOSEDUSE- CHURCH ;INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 I 0 Z LIJ Z LU o en CO CIJ N Cp -I Q n� c� •� 1~ I o� 00 co I Z . eo CV W _- 0) � iiirrr••�111111 0 0 �� a of E-w U1 1L z q .t u: 4 > q w Z U ZLU o A 3' Z�Z � U W_ In H 0 FRONT: 60, 1211' REQUIRED: HANDICAP PARKING SIDE: 50, 139.1 CHURCH: 1 SPACE/3 SEATS REAR: 50' 3393' 250 SEATS/3 = 833 USE 84 SPACES VEHICLES PER DAY COUNT PARKING SETBACKS, FRONT 5' OFFICE: I SPACE PER 250 P PROPOSED BUILDING ENTRANCE •� °� : SIDE: 5' 49 6' 55.8' 1 SPACE REQUIRED REAR 5' 3553' 65 SPACES REQUIRED EXISTING STREET LIGHT GROSS FLOOR AREA YOUTH ROOM: NO PARKING REQUIRED PROPOSED STREET NAME SIGN 4- PROPOSED CHURCH ® 7,125 SF. I • -ROPOSED_,SANITAR•Y-- LATERAL-CLEANOUT--_- Z SANITARY MANHOLE IDENTIFIER SIGNS: MAX. HEICaHT :35° SETBACK e 10' FROM R/W I MAX. AREA m 100 S.F. STORM DRAIN STRUCTURE IDENTIFIER 12 EASEMENT LINE - CENTERLINE EXISTING 'SPOT ELEVATION X8304 PROPOSED SPOT ELEVATION X 12" EXISTING TREE DRIP ' LINE EXISTING TREE �rr�1 " 15 OAK 15 PINE r•� OAK IN PROPOSED TREE a.. _AL SfEF1I..AP4 ED 00 r TRIP RATE VPD 9 TUNG ADHIKUSUMA 9.49/1000 SF 67.6 N . 026715 sI®zvAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WI FREDERICK COUNTY,-DD ORDINANCES. ANY DEVIATION OR CHANG IN THESE PLANS SHALL BE APPROVED B THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. ANY PROP. LIGHTING SHALL SHIELDED TO PREVENT GLARE ON R/W d ADJ. PROPERTY PROVIDED: 86 SPACES HANDICAP SPACES REQUI PER ADA ® 4 SPACES RANDICAP--- SPACES PROVIDED: 4 SPACES (I VAN ACCESSIBLE SPACE) OUTDOOR STORAGE: N/A LANDSCAPE CALCULATI❑NS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED LANDSCAPING NOT REQUIRED NOTE: OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE WELL AND SEPTIC SYSTEMS. INSPECTIONS DEPARTMENT NOTE: I. BUILDING SHALL COMPLY WITH THE VIRG•cINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, USE GROUP A (ASSEMBLY) OF THE INTERhIATiONAL BUILDING CODE/2000 OTHER CODES THAT APPLY ARE ICC/ANS11 I A I11.1-S8 ACCESSIBLE AND USABLE FACILITIES. 2. PLANS 5UI8MITTED FOR PERMIT APPLICATION SHALL 5E SEALED 5Y A VIRGINIA LICENSED ARCHITECT/ENGINEER. FREDERICK COUNTY COVER SHEET Project Nave: Project Number. NEW LFE CH IST I AN CHURCH 2103 Magisterial District: Date of Plan: (Month, Day, Year) BACK CREEK DISTRICT MARCH 24, 2005 Owner: Address, Including Zip Code & Telephone No. THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH 13S N. LOUDOUN STREET, SUITE 2 WINCHESTER, VA 22604 (540) 123-9133 Developer: Address, Including Zip Code & Telephone No, THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH 139 N. LOUDOUN STREET, SUITE 2 WINCHESTER, VA 22604 (540) 123-Si33 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. GREENWAY ENGINEERING 151 WINDY DILL LANE WINCHESTER, VA 22602 (540) 662 -4185 A N D C- 4 U H E-,14 �c O HZ Z �i Q H Z� C--� P4 U) CO Z C® w CC 0 O w �� ~ �Q W LL x w ® U J W Z DATE: MAR 2005 DESIGNED BY: JSM CHECKED BY: TNA JOB NO. 2103 SHEET I OF 5 C N L NOTES :1V L L NIA VICINITY Z EXISTING INTERMEDIATE CONTOUR: -- -- -- -- -- °-332 ,-„ -„ ,•.•° --- --° SCAM 1 2000' ® . of the improvements herein shall conform to the. current Vl . All work on this project shall conform -to : the .latest editions -of the Virginia Department of • �l I ', 1;! ► �.. i . Methods and materials- used in the construction p P 1 g P EXISTING INDEX CONTOUR "'� �• 330 �-« -�- '°""' °-°• j � '/ `J , �:� � �11 ', �' ��~'� �' , / All! U�f j�� ` 'o s and/or current VDOT standards and specification Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion County construction standards and specifications / sP PROPOSED CONTOUR •' �--• � � •`•� ° • ' � , � and Sediment Control Regulations and an other state federal or local regulations l �I- c»� P. 'L s? l'. s during construction 1:X E/P • u s -- 2. Measures to control erosion and siltation, including detention cods se as silt basin ! ; w ,r g p g applicable. In the event of . conflict beteen .any of these standards, specifications or EXISTING EDGE OF PAVEMENT �/ �; J� ' un a o' -' . 1 ', must be provided prior to issuance of the site development Permit. The approval' of these plans in no way plans, the most stringent shall governs. , �✓ ` : f r ' P d- Sediment a PROPOSED EDGE OF PAVEMENT E,�' h �® . P . res onsibilities contained in the 'Virginia Erosion an ' - , ' `" F• ��. �: ,, ��- •."�'• � relieves the developer or his agent of thep I EX ar4* Control Handbook. V2. All construction shall comply with the; latest U.S. 'Department of Labor Occupational. EXISTING CURD AND GUTTER s / ear Virginia Department o! Transportation Safety 'health Administration and V®SH Rules .8e Regulations. o:��' r- ! ,y ,��"-°. .:4��?. ! .� ' �G,' '��-�sasns°n�:. _' 3. A permit must be obtained from the Office of •the Resident Engineer, g p P YCQ existing State right-of-way. - �. _ _ �_ °ck Count prior to construction in g� �i PROPOSED CURD AND GUTTER C�. �,, �.� `.r ..� �: �'�� � s'•F� >. • ,�;� ` `r'lri•. (VDOT) and Frederick y p�;" I\� ® ca V3• When working on VDOT right-of--waq, 'traffic control, whether. permanent or temporary, -� -� - `' 0�;' 'Q- `'fir. 7i2' �/��� }� • u 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be accordaance: with. the current ;edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R �Y- a PP , .h r °/. ,.$..- •..'""' a ,%y0i'° ,e •� I°�i�e .�}y/� Ci It required under State law. Furthermore, . traffic 'coIntrol flaggers : must be certified in accordance with VDOT s ��CQ Co EXISTING TELEPHONE LINE �/ ' /' o ��;,. °%rq oo CQ b VDOT personnel. "A joint- inspection will be held January, 1994 (or latest edition of) Road 4 Bridge Specifications,: Section 104.04-C. ,. `•sb eaa �� �h• .� am to 5. The exact location of all guard rails will be determinedy p i o Transportation PROPOSED TELEPHONE LINE �' t `��--` `;: :_ :�' � °•.� ".'•' _; � :_ �•`'> '� °0 Representatives of the Virginia Department f Representatives. and Re r g P... '��- 1. a Developer, Count Re resen , p\/�y�"e�3s °.., '/:• .. o .. ' ' -,> 1,. /d<.., b ® W with the p e y P t 11 / i ; .�,%� ,y o�+'° ° V4. Design features relating to construction . or to regulation, control and safe of traffic may •. ' �•,,,,:::. _ .• ..� . - ,�. -... �P o E,. °�'- e � .° � to determine if and where uard rail ,and/of paved ditches be needed. The developer will be g g g y y EX. 15 P _ - EXISTING STORM SEWER = ` �• t� ?� . °� ` +o oz (VDOT) g guardrail and awed ditches as determined by this joint inspection." Refer. to be subject to change as deemmed siecees by VDOT. E I------- _ responsible for providing guar p 7 Guard Rail and Paved Ditch Specifications. RCP s ortation VDOT Gu P 'a Department of Iran ) _ :i' sPo-.V,` , s) .a ' � J/-�.�� �l , ,/.<- d: ° •� :ems q Virginia P P ( PROPOSED STORM SEWER / o o ac ui °n VDOT , � �.':.• -1. ,� . • -.:: s.____ .q �, a7 V5. Prior to initiation of work, Contractor: shall be responsible for q . ra g all necessary �,• 1; :' �• d permits must be available at the construction site. Also, a e permits for an work on VDOT "rig lit -of -way. to 6. An approved set of plans and all applicablep land use p y g y - EXISTING SANITARY SEWER ► ^ X@�9: ��� e~ representative of the. developer must be available at all times. _ �� A°. .-., ,`-u�":a �. •..� `�•'.. :Cam . eta' y' a°4 <9�9., ° tom` `- .e.. ,.• \- r 7 °• .. _ :.0 e.6 E- r.. V6. If required b the local VDOT Residency .Office, a reconstruction conference must be PROPOSED SANITARY SEWER � '� :. •I ;�,:;,. ��..;.`�,T'?G , � _ ... �; Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniforms Traffic q y y P ' 7 g g arranged and held b the engineern and/or developer with the attendance of the 1 r 'Control Devices (MUTCD). EXISTING ELECTRIC SERVICE contractor, various County agencies,' utility companies and VDOT prior to initiation of work. �.��; :Q� ; �`` _ "• .. •., _=_° ®�.-, „ ®, ��.. ,. `...: afore placing � 8° All unsuitable material shall be removed from . the construction limits of the roadway b p g _ PROPOSED ELECTRIC SERVICE --- -Y :- eR : _ ` ®° ° .:°•.,®- �; , : ® - ° ' �= embankment. V7. Contractor shall notify` the local VDOT Residency Office when work 'is to begin or cease for any undetermined length of time. VDOT' will also require 48 hours notice for any, /I - :� ° • r : ~' " . �' ' EXISTING GAS LINE -. d� ,`� :�. • ° °1"80a0® °' � ' �� q 9. All pavement sections on the. approved. plans .are based on a um CBR value of 6. CBR values less inspection. P •� �O® 0'' ° ' ,., • .,.• Ce^ r _ jai .. Engineering and approved b the owner. P e uire revised pavement section prepared b Greenway Engin g pp y PROPOSED GAS LINE ° than 6 willr P . P y : � ti � ® �++ . d : �� •® •a► ': W rides of more than 5� shall be sued with Dement concrete to the limits indicated V8. The Contractor will be :.responsible for maintaining adequate access to the project from the _ <.:="- o - ,q w.- .re. ; - . hVpl J - o®eersri. e. ,° ° • •,: t3h►= emental "8id®l�la• 6 10. All roadside ditches at g P PROPERTY LINE ) _ wj' • 'u6. r-< on the plans and as required at. the field inspection. adjacent public roadway through construction and maintenance of. a construction entrance -� v /s �- ua accordance with the , FLOW LINE - e _ - Sec. 3.02: •wro :.araete, woos® •,•esd •••eew,cee a,o•mes •o®else ., . ^ �,; ` ' •`►4 �"@3 '�°i®. r .\ �.@. / ',7?S .r° i1. All springs shall be capped and piped to the nearest storm sewer manholes ®r curb inlet. The pipe shall Furthermore, access t® other properties 'affected by this project shall be maintained " pp EXISTING FENCELINE _.i �../ �, -•/ .�1.:• .���,,J f0, �w ` be minimum 6 diameter and- conforms to VDOT standard SB-1• through construction. _ _ �y ,I,,. y _ 7 • . EXISTING POWER POLE {} - ' •:� • .J,' -_ - r\ o ,,-� .'• • 12. Construction debris shall be containerized in accordance with the Virginia. Litter Control Act; no less than V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during .l';, .,, ::�, ,$'�� '��' '"•: . one litter -receptacle shall be provided at the .construction site° q g ° w • ��®,.� �.,� :l. gee• ..._.- °/®� a•• •�� /. and at the end of .construction. EXISTING TELEPHONE POLE , f I `fig 'I &•.° °• :° 13. The contractor .shall provide adequate means of cleaning mud from trucks and/or other equipment prior to ..-�. = Y. EXISTING WATERLINE W/ TEE :� ` Y. ° .. _ 't is the contractors responsibility to clean streets, ally dust, and to take V10. All water and sewer lines wit existing or proposed VDOT right-of-way are- to have - _ public streets,"and i y g y ;:.t� `:� - ` _. . • °. 'S J\N a entering p P J dust free er g p p l� n a� - i' � J _ �. •_fie + -' •� -` • ' \ ° • ° • ' ° '° � t'-• 'e 'v» � - a` ``i / ��e•° whatever measures are necessary to insure that the streets are maintained in a clean, .mud and d minimum 36 cover and, when . possible, to be installed. under roadway drainage facilities. PROPOSED WATERLINE W/ TEE `- , , �, - • ° ° , '. y ` p ° •' z condition at all times. 14. •Notification shall be even to the appropriate. utilit cons an prior to construction of water and/or sanitaryV11• Any unusual subsurface conditions encountered d g ' the course. of construction shall be EXISTING FIRE HYDRANT ;�; •at g�y company P / immediately brought to the attention of the. engineer and VDOT. Work shall cease in that n �n Irj� Th,�r D T > sewer lines. Information should also be obtained from the appropriate authority concerning . permits, cut ---wit v PROJECT INFORMATION W c!� vicinity, until an adequate design , can :be determined by the engineer and approved by VDOT• EXISTING WATER VALVE ^• . sheets, and connections to existing lines. Z 16. 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 IDENTIF�jCATIC1N�y0e TAX MAP 63 (CA)) 4E W ,, p y / y y prior to placement of fill. EXISTING REDUCER STRE .T AD Kass standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority. --° ----° u---°°° •�°° F 16. The location of existing utilities shown in these. plans are taken from existing records.. It shall be the PROPOSED REDUCER TOTAL -AREA° 5.00 ACRES BUILDING HEIGHT V13. All roadway fill, base, subsurface material and backfiil of utility/storm, sewer .trenches shall contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed " STOP SIGN `°" �JECCT AREA+ 3;5 ACRES MAXIMUM = 35' prior to construction. The contractor shall inform .the engineer of any conflicts arising from his existing , be compacted in . 6 . lilts to 95� of theoretical m density as determined by DISTURBED AREA, 321 ACRES AASHTO T-99 Method A, wit i .;plus or ,minus 27o of optimum moisture for the fell width . HANDICAP RAMP (CG-12) • � � � PROP. HEIGHT = "2�433' utility verification and the proposed construction. RR NT + RA of any dedicated street right-of-way. At the direction of VDOT_ Inspector density tests DENOTES LOCATION OF STD VDOT 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 m the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USEi VACANT N result of his construction ro ect within or contiguous 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 + N/A p j lI gg P , w P PROPOSED USE, CHURCH e within easements of utilities letters of permission from all involved companies final VDOT approval. i PARKING INDICATOR w 18. When grading is. proposed wi hue p INDICATES THE NUMBER TYPICAL PARKING SPACES 12 to Frederick Count rior ' to issuance of grading and/or site development permits. ¢ C must be providedy p 8'i" g / V14. VDOT Standard CD and UD underdratans .shall be installed where indicated on these plans TEST PIT LOCATION BUILDING SETBACKS►FQUIRED P__,qR TV.IDED PARKING ' LCULATI®NS A o and further where determined: necessary by VDOT Inspector. FRDNTe ` 60' 121.'7' 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V15. The installation of any entrances and mailboxes within any dedicated. street right-of-way SIDE; 50' 139e1' CHURCH: I SPACE/3 SEATS project. The relocation should be .done prior to construction: HANDICAP PARKING (r REAR+. 50'. 339.3' shall meet VDOT um -design standards : and is the developers responsibility. 2$0 $EAt8/3 $ 83.3 USE 84 $PACER : 20. These plans identify- the location of all known gravesites: . Gravesites shown on this plan will be , protected BARKING 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 FRONT+ 5' 49.6' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT. Inspector prior to PROPOSED BUILDING ENTRANCE -- • �«. SIDE, 5' S5.8' I�t?0101taED: is to verify field conditions prior to and Burin construction and notify Greenway E;�gineering acceptance o! work. :Unit and total prices ',may be obscured. REARa 5' 3553' 21. The contractory p g Sb SPACES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to, acceptance. b VDOT of ' an streets, an :required street si na a and/or pavement P y y= y g g / P EXISTING STREET LIGHT R®SS FL®i7R AREA " markings must be installed by a developer. or, at OT's discretion, by .VDOT 'on an � 22. Controlled fills shall be compacted to 95� o! maximum density as determined by method A per standard PER ADA +� 4 SPACES. 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 s "1,125 d►P- subinitted to Frederick Count prior to pavement construction. :Ti a - � �iANDICAP SPACER ieROViY�1=D:. ° professional engineer and results y p p�' geotechnical report lies been prepared, it should supersede the requirements in flue note. Via.,- ... Final location of CG-12 Curb R ps 'shall. be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT `I SPACES a ... P'iAX. HEIGHT = 35' 0 VAN ACCE351BLE SPACE) . 23. Contractors shall notify operators who maaintain underground utility lines in the area of proposed a;�cavaiing SANITARY MANHOLE IDENTIFIER C SETBACK = 10' PROFIT R/lU or blasting at least two (2) working days, but .not more than ten (10) working days, prior to . commencement MAX. AREA = 100 S.F. j*7UTDOCIR ST®RAGE, N/A of excavation or demolition.. Names and telephone numbers of. the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER in Frederick County appear below. These numbers shall also be . used to serve in an emergency condition. 12 T E­' OUTDOOR LIGHTING► WALLPACK LIGHTIWG ON 15LOCs. EASEMENT LINE -- E.a iY Q' UTI 'IT.Y CONTA CTS FIE MA SHALL 1V T CENTERLINE EL�I ED PROP. LIGHTING I PRE SHALL GLARE _......__._. _ _... ®�_ z Fire lane markin s and, sl�na e: EXISTING SPOT ELEVATION X83®°� ®N R/lU s ADJ. PROPERTY Z A Water/Sewer: Frederick .County. Sanitation Authority � 12e a ►-+ P.O. BOX 1877 „ „ . PROPOSED SPOT ELEVATION X LANDSCAPE CALCU TA IONS EIUTD1JQLZ TRASH RECEPTACLES: NONE PROPOSED F Q VA.. 22604 Any No Parking signs ; and yellow painted curb locations will be installed � Winchester, EXISTING TREE DRIP .LINE LANDSCAPING NOT REQUIRED W """ (540) 868-1061 by field inspection at the direction ® the Fire Marshall's Office. �.. � W E Phone: Bell -Atlantic ' r-. i EXISTING TREE � �J a 1581 aOAiC 1510 PINE Go Co P.O. Box 17398 1 �p L. '. OC. MOTE. OCCUPANCY PERMIT WILL. NOT 5E ISSUED UNTIL ALL. APPROVALS AND . � � Baltimore, MD 2i297 OAK !N PROPOSED TREE AND PERMITS HAVE IBEEN 05TAINED FROM THE HEALTH DEPARTMENT POP, THE (301) 954-6282 d�,J U1ELL AND SEPTIC SYSTEMS. Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVE® BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL ®E VALID FORA Q X E y PERIOD OF FIVE (5) YEARS' FROM! . DATE; OF APPROVAL. U P.O. Box 1458 W Hagerstown, MD .21741 1-800-654-3317 9 IN �CTI®NS DEP,4 NT t�loTE: H I1; w ' 1• ISUILDING SHALL COMPLY'WITH THE 101RGINIA UNIFORM STATEIUID-E'13tIILDINC•s CODE AND SECTION 303, Gas: Shenandoah Gas Co. USE GROUP A (ASS LY) OF THE BOCA NATIONAL BUILDING CODEASB6. � � p P.O. Box 2400 OTHER CODES TWAT APPLY .ARE CABO Aim -in ACCESSIBLE USABLE FACILITIES. Winchester, VA 22604 2. PLANS SUBMITTED FOR teERMIT APPLICATION SHALL BE SEALED BY A VIFraINIA LICENSED U � (540) 869-1111 SIGNATURE DATE ARCHITECT/ENGINEER. L>a l FCSA CONSTRUCTION No TRIP C.F RA TI ' DATA � FREDE ICK CO UNTY. t. ER L'T 1. WATER AND SEINER LINES ARE . TO BE CONSTRUCTED IN ACCORDANCE WITH THESE FLANS. THE.LINEs SHALL W ADDITIONALLY MEET ALL REQUIREMENTS OF 7119 FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPA A . 2. THE CONTRACTOR SHALL COORDINATE WITH, AND Project Names Project Numbers GE FOR INSPECTION BY, THE AUTHORITY. MICHAEL 5. K � � J J 560 CHURCH 7,125 9:49/1000 SF 67.6 1 1 �, H 1 T i �...�U,FRH�, 2-103 3• EXACT LOCATIONS OF WATER AND . SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE. ; "cry LICENSE No. IF AUTHORITY'S INSPECTOR. ® 031162 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF. WATER S� Magisterial Districts Date of Plan, (Month, Day, Year) METERS.: -BEFORE A PERMANENT METER IS SET. REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY $®�Al' ALIGNED WITH ITS METER' BOX AND YOKE BAR; 2) THE AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 AC C DISTRICT NOVEM5ER 6, 2000 THE LOT;. 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES: AND 4) . All COMPONENTS OF THE METER BOX ASSEMBLY TO HE 'IN PROPER WORKING ORDER.` IT IS THE DEVELOPER'S CO CTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED- CORRECTLY. PROFESSIONAL SEAL &SIGNATURE Owners Address, Including Zip Code &Telephone No. RECEIt I=D 139 N. LOUD , STREET, SUITE 2 1 N V 5.'. THE: SANITATION AUTHORITY SHE INSTAL: ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Uy� �Jy� �a THE � U TEES OF THE NEW LIFE CHR15TIAN CHURCH WINCHESTER, VA 22604 THE LOCATION OF .THE TAP AND THE . TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WM THE SHEET INDEX D T SE PLANS A$E IN COND°ORMANCE IYITH (5 )123"��33 D v. A000 AUTHORITY'S ASSISTANT ENGINEER. AN .APPLICATION. FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS ANDDevelopers Address, Including Zip Code &Telephone No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. FURNISH MATERIALS FOR 1 COVER SHEET ORDINANCES. DEVIATION OR CHANGE 13S R LOUDOUN STREET, SUITE 2 AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK• 2 SITE PLAN IN THESE PLANS SHAM BE APPROVED BY 'j° TRUSTEES ® °I` NEW LIFE CI-li�I JT I AN CHU%C14 WINCHESTER, VA 22604 6 3 SEPTiC SYSTEM PLAN THE ZONING TOIL PRIOR TO (540) 123-9133 CHECKED BY: MSS 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE. MANHOLE. 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. LANDSCAPE PLAN 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 NO. 2103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO 5 T ASSE STANDARD No. 1015 OR 1013. DETAILS NW,�`� ENGINEERING WINCHESTER, VA 22602 IF THE ASSEMBLY IS MO D .INSIDE A BUILDING, A REMOTER OUT IS REQUIRED. . ta40) 662-�155 SHEET 1 OF 5 (Do- l�-� SIUACLER N. KCONCE lI A /n OPZNPA 5. KOONC �6a•52, CLAr HILL FART 6U,B0IVI61CN SECTION 4, LOT 19 !; D.B. 833,1:6 301 I U ZONE.-JVACANT i I r. WELL E5MT. 6112X +. 13t02 610 612 / - PLOP. WELL 4] / ".r sr " 1ti LOCATION sr ___.---- —— c / x i k` --' N/F i / LOT l7 x5EE 5HEET5 3 4 5 FOR I I tt__ ( ( SEPTIC 5Y6T M INFORMATION. I ` SIIJACLFR N. KOCNC� Il AIYU � 5.O0,4C. EP E v I E3REND.4 S. KOOIZICE CI-Ar MILL FARI WaPIVI610N SECT1014 4, LOT 18 I D.6 4633, Pa3q,1 � 8®X � Mcb -A ZCNEs I CLEARING LIMITS" 6 — ,,.,,,,r u.5. VAC4IVT ` s05 63-A-4 i _ _ _ X 1 -... a •......-`Y./V- .. .. ...,... d„~'. 1 `. EX. 5t�` EXCLU61VE _ _ 9E.P PO�a BEN/F r 4F SMT. i ! ! �o a— .,9 g / t00� LOT 16, D.B. 965, PG. 1453. it IV/F CCURTNE7, L. 1 l CLARA A. Y-ali- ZONE: 144 I USE.6FR f 63-A-8 f w f 1 � f J ,v 4-L I A L1-1L 4W Lu S �B'2U2 W ✓ �. MAIL 6' Tc— � — _ — — — — — — — — — 808 —-1'1TiNL•�-IlG4Y YdF,� . _NIF c304 KER 46TOLW BATTLEFIELD 804 A660CIATION, INC. CLARA A. LOaJ5�-- — — -- -- _ ZONE: RA ZONE: RA2 U6E: VACANT U6E: VACANT 63-A-7A 63-A-V 1` 5 ~ l� IN, i ` 1 / NIF COArs)Ie NATIONAL UNITED CNURC14 OF CNR16T 0B. 608,F6 240 ZONE: RA u6E= CNURCN 63-A-4C 804 I � I I � o , / I / / I / / 1 / / f / I f i I i I i I o I I i i I I I • � I I 1 I I i f f I i J f f I f 1 I I f I I EX. GATE 5� FOR FREVIOU$ t j2 FARM VEH/CL�U,S� \ xu1' WIFE C1 SEX POWER POLE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAI«S. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from juta jiGon of Stmw and Fabric Biter Barriers for &-diment ContraLVA. DOC PLATE. 3.05-2 Shemood and Tyant --- TYPICAL 61PEWALK CIR055-5ECTION N.T.S a z r LLB LW z z W0 to CO Q ' c\2aoo° cQ x y to c\2 W W� 0� a �� Hw 01 cn � W Gs. to z O Z O 0 cQ A e) 0 0 U TUNG NUU • HIKUSUMA� No.026715 I�NAL U. I lm D 3: 1� H � Z O O H H Q 0 _ W '4 h w Z �"" Q' cj) aj W p U WU a Z 65 E O w Q uj Z 114 J � 3: w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 51TE FLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'° = 40' XX—M 00-108-A I . q.� I i I I EXISTING INTERMEDIATE CONTOUR - --- - - -- --332 - - - -- 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 -----° 330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Roa an Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Reg lations and any other state federal, or local regulations PROPOSED CONTOUR 40 �2.. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event f conflict between any of these standards, specifications or EX E/P must be provided prior to issuance of the sic development permit. The approval of these plans in no way EXISTING EDGE OF PAVEMENT plans, the most stringent' ha11 govern. 1 PROP E/P relieves the developer or his agent of the refponsibilities contained in the Virginia Erosion and Sediment ,PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S..De ailment of Labor Occupational EX C* + P Y P P EXISTING CURB AND GUTTER 3. A permit must be obtained from the Office o the Resident Engineer, Virginia Department of Transportation Safety & Health Administration' and VOSH Rules & Regulations. (VDOT) and Frederick County prior to constrt ction in existing State right-of-way. I . PROPOSED CURB AND GUTTER PROP r-4G V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ' , CCx-6 TRANS. C:Ca-6R shall be in accordance wide the current edition of VDOT s work area protection manual. (TRANSITION FROM CG-6 TO CG-6R required under State law. maim Furthermore all traff ic co atrol flaggers must be certified in accordance with VDOT's ii 5. The exact location of all guard rails will be etermmed by VDOT personnel. A joint inspection will be held January, 1994 (or latest a itton of) ,Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE with the Developer, County Representatives, a d Representatives of the Virginia Department of Transportation ' ;PROPOSED TELEPHONE LINE T T (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 EX. 15 i- responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed neces ary by VDOT. :EXISTING STORM SEWER - Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. ! ; 15" RCP V5. Prior to initiation of work Contractor shall be responsible for acquiring all necessary VDOT ,PROPOSED STORM SEWER 6. An approved set of plans and all applicable p rmits must be available at the construction site. Also, a land use permits for any oriic' on VDOT right-®f-way. representative of the developer must be avai ble at all times. EXISTING SANITARY SEWER V 6. If required b the local VDOT Residency Office, 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic q Y i y 0 fa a preconstruction conference must be ',PROPOSED SANITARY SEWER Control Devices (MUTCD). arranged and held by the -1 engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE contractor, various County) agencies, utility companies and VDOT' prior to initiation of work. - -" 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICEAi embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for 9. .. All' pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length f time. VDOT will also require 48 hours notice for any EXISTING GAS LINE G than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE ',0. 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 on the plans and as required at the field inspection. adjacent public roadway t rough construction and maintenance of a construction entrance PROPERTY LINE ®® ®- in g ; 11. All springs shall be capped and FurthermoreCeaccessto of er larorerties affected menbt $lO Strol Handbook, See 3.02. .FLOW LINE ee�• •.•® ...® e,ra rm••etar e•e oaw •e•ssmr• piped to the Barest storm sewer manholes or curb inlet. The pipe shall properties by this project shall be maintained EXISTING FENCELINE X X# --* X X X X* X be minimum 6" diameter and conform to VD T standard SB-1. through construction. 12. Construction debris shall be containerized in ecordance with the Virginia Litter Control Act; no less than ; EXISTING POWER POLE Q- V9. Contractor shall ensur' and at the end of construction. twined on the site during one fitter receptacle shall be provided at th construction site. quite drainage -- EXISTING TELEPHONE POLE (� P P 13. The contractor shall provide adequate means f cleaning mud from trucks and/or other equipment a e as achieved an mean P 9. g /Prior to enteringpublic streetresponsibility _ _ s and it as the c ' ' p ontrac ors responsibility to clean streets, allay dust, and to take -- -•-- � - -- - • -� � ---- - -- --- - - - -EXISTING -WATERLINE W/ TEE - -- �- ---�- V10. All water and sewer lines thin existing or proposed VDOT right -of are to have whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when' possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE ' T condition at all times. 14. * Notification shall be given to the appropriat utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be 'EXISTING FIRE HYDRANT sewer lines. Information should also be obt ne immediate) brought to theattention of the engineer and VDOT. Work shall cease i _ appropriate Y g Pg n that vicinity sheets, and connections to existing lines. from e a ro riate authority concerning permits, cut Y until an adequate design can be determined by the engineer and approved by VDOT. 'EXISTING WATER VALVE -- --•� -- w 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 standards and specifications of Frederick Cou ty and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER --- i�--- -� - 16. The location of existing utilities shown in the a plans are taken from existing records. It shall be the ;PROPOSED REDUCER -- 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 prior to construction. The contractor shall i form the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by 'STOP SIGN utilityverification and the proposed construc ion. AASHTO T-99 Method A. within plus or minus 2% of optimum moisture for the full width P P of an dedicated street right-of-way. At the direction of VDOT Inspector density tests }HANDICAP RAMP F STD ) �_ e Y g Y• P Y DENOTES LOCATION OF STD VDOT 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 ntiguous to the existing right-of-way. Road and Bridge Specifications. A 'co of all tests shall be submitted to VDOT ;STANDARD RAMP CONSTRUCTION ' prior to final VDOT approval PY PARKING INDICATOR 18. When grading is proposed within easements of utilities, letters of permission from all involved -companies------ --- --- --- -----.---- -. - ;INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 i 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 19. The developer will be responsible ,for the relo ation of any utilities which is required as a result of his 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 shall meet VDOT minimum; design standards and is the developer's responsibility. 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 ravesites 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 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and' total Y PROPOSED BUILDING ENTRANCE °� °� •� ®- 21. The contractor' is to verify field conditions prior to and during construction and notify Greenway Engineering p prices may be obscured. s at (540) 662-4185 immediately of any discre iancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street) signage and/or pavement " " markings must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard g Y• � P Y proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN -�-- professional engineer and results submitted t Frederick County prior to pavement construction. If a j 1.8._. -Yinal location _..of. -.CG-_.12 Curb Ramps sh eotechnical report has been prepared, it should supersede the requirements in this, _ ._...,�..._.,�.,___:,_.._ :_.w..-�...,�...__w._._ _.. :__V - - p -. all._be-.,.determined--b .._.VD.QT...•Ins ector..��....�.-..--�-,�._ -_ - ,�.��_....�..ROPOSED_�SANITARYwLATERAL.•-CLEANOU.T.-�.�.--•�_ _ ___._l g P P P 9 P q Y i P P 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER C or blastingat least two 2 working days, bu not more than ten 10 working days, prior o I o O g y. O g y, p t 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. j STORM DRAIN STRUCTURE IDENTIFIER 12 I UT ITY CONTA Tip FIRE MARS7HALL'S N®TE EASEMENT LINE - - CENTERLINE Water Sewer: Frederick Count Sanitation Authority ' EXISTING SPOT ELEVATION X8304 A horit / y y Fire lane markings s and si na e: �' I g g P.O. Box 1877 PROPOSED SPOT ELEVATION X 125 Winchester, VA. 2 604 Any No Parking signs and yellow i painted curb locations will be installed (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE Phone: Bell -Atlantic t r^ P.O. Box 17398 EXISTING TREE c 4>, 15" OAK 15" PINE Baltimore, MD 21 97 , APPROVAL BLOCK (301) 954-6282 OAK 1N r� PROPOSED TREE cr J' APPROVED BY ZONING HE �- Power: Allegheny Power MISS UTILITY 1-800-257-7777 T N NG ADMINISTRATOR. SITE PLAN SHALL BE (VALID FOR A P.O. Box 1458 PERIOD OF FIVE (5) YEARS .FROM DATE OF: APPROVAL. Hagerstown, MD 21.741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400.•. Winchester, VA 104 Q (540) 869-1111 SIGNATURE DATE 0 0 LO FCSA CONSTRUCTION NOTES `C14 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL n ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. ®; 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. rM '0 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 'uzi ALIGNED WITH ITS METER BOX AND YOKE BAIL; 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 MITER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS i; THE DEVELOPER'S/CONTRACTOR'S RESPONSIBIi ITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. •w 5. THE SANITATION AUTHORITY SHALL INSTALL ALL 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 U AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALE, 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. ITO cA 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. y 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR a DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. fi IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. TRIP GENERATION DATA O CLASS USE GROSS: SF NO. OF EMPLOYEES TRIP RATE VPD � 560 CHURCH 7,125 9.49/1000 SF 67.6 STUNG N21 ADIiIKIJSUli1A N . 026716 I O 1 10 L � TOTAL 68 'SHEET INDEX I COVER SHEET (NEW) 1A COVER SHEET (OLD) 2A SITE PLAN WITH REVISIONS PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. VICINITY MAP SCALE 1 "- 2000' ey • ® q1 U• ri; • t "' � r •. �: �•� `� A�.�N .=.�%i' � �.. a "1(� 1 . •o 1. t _ 1• •s° 1 1 4r J ! �• r : i- .t s.` ••�`/i' • �•,` _•® �%a y.�. ,:c. F� �� ! V ei.��. CC[! .fix I �JJ •S!}1���-seb '�.•t. P. � e.Ow � .t ..fir• %! J ♦ �`'•` ,t e•�Be �.ti' /f: • •1,.. •���r_.: �9 :� .•...�, �,i`\. � .P .o,'�.• ,fir :• M !/� �- • / • `�♦ •�, • ��B .�$ � o1f - yY���%„-: . s.. !•. yea •� �$ •d t • s �' .. .'� ,_ � ...- :� to "•`�:���ur. t,�jf,,�'•,pvarr_• "` .., ��.�^ :`^ ' -`.. - '' �,•Ci¢ �tl e � .� .® •• ho:o.4e: ` y!-••°• ` `�: •.Case v ,0 �� :���• pl g r QG� ® n !• • 8 1 .,� . ..�. & ',:•.� ,: Vie. ® Cen t �';,.�.�ts • a/� .�, :�. ~ _ P♦�� •o! .'•/e'`c y� •1 I i' .•��2a ¢oat'' '%r -.• + `' $i'7 /� M :�, °•• o weuo•• i• VPf f� �.• "tl r{ i` 7l• °- •'Y ,��."�•" ° ' :a ' BM_ Imerita�taet �.:tb : :a '�w, '`' •-• • !" �! /,tit �/" _�; •, . P o - � m 1 .. b.. f •,SCif / r'n' 3��!MM "' •ter ♦ � • \ • p: _.�. • � • � ��..•. ; .. ; • � ; • • `� .''�`. �f-:. •`• 1 ...`\'�..�c' ���, 'j• '��' I. •tee ...i •.r 0 .. i Y • %O • 1•• se• 1 i• e 01 Rol _,. ---... _ _�._ _ �....� ems• 1. O r ` • '° • o • ••v f�. ~ 'r•• `':�� •omsa• •`�%fJ' 0 PRO'J"CT INFORMATION PARCEL. IDENTIFICATION NO, TAX MAP 6.3 ((A)) 4E STREET ADDRESS: TOTAL AREA; 5.00 ACRE% BUILDING HEIGHT PROJECT AREA: 3.5 ACRES MAXIMUM = 35' DISTURBED AREA: 321 ACRES PROP. HEIGHT = 2433' CURRENT ZONING, RA CURRENT USE; VACANT PROPOSED ZONING: N/A PROPOSED USE: CHURCH BUILDING SETBACKS; REQUIRED PR❑VIDED FRONTS ro0' 121.1' SIDE, 50, 139.1' REAR, 50, 33,53, PARKING SETBACKS, FRONT, 5' 491o' SIDE: 5' 55.6' REAR: 5' 3553, GROSS FLOOR AREA PROPOSED CHURCH = 7,125 S.F. SIGNS, MAX. HEIGHT = :35' SETBACK m 10' FROM R/W MAX. AREA = 100 S.F. OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. ANY PROP. LIGHTING SHALL SHIELDED TO PREVENT GLARE ON RAU 4 ADJ. PROPERTY Z LIJ o to cfl (\2 ap Itt N cSf •e-e 1 C� O LO �LO a r-i •r¢°'•t a O 1 �al � O O a r-1 � E'•q Q u; a z > Q -era - W Z zUT ° A U IL Z�z OwA tD QL tq PARKING CALCULATI❑NS REQUIRED: CHURCH: 1 SPACE/3 SEATS 250 SEATS/3 = 833 USE 84 SPACES OFFICE: I SPACE PER 250 SF I SPACE REQUIRED 85 SPACES REQUIRED YOUTH ROOM: NO PARKING REQUIRED PROVIDED: 86 SPACES HANDICAP SPACES REQUI PER ADA = 4 SPACES HANDICAP SPACES PROVIDED: 4 SPACES (I VAN ACCESSIBLE SPACE) OUTDOOR STORAGE- N/A LANDSCAPE CALCULATI❑NS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED LANDSCAPING NOT REQUIRED W W co NOTE: OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND � AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE WELL AND SEPTIC SYSTEMS, O U INSPECTIONS DEPARTMENT NOTE: I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000 OTHER CODES THAT APPLY ARE ICC/ANS11 I A 111.1-98 ACCESSIBLE AND USABLE FACILITIES. 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED ARCHITECT/ENGINEER. "REDERICK COUNTY ul"OVER SHEET Project Name: Project Number: NEW LIFE CHRISTIAN CHURCH 2103 Magisterial District, Date of Plan, (Month, Day, Year) SACK CREEK DISTRICT MARCH 2412005 Owner: THE TRUSTEES OF THE NEW Address, LIFE Including Zip Code & CHRISTIAN Telephone No. CHURCH 139 N. LOUDOUN STREET, SUITE 2 WINCHESTER, VA 22604 (540) 123-43133 Developer: Address, Including Zip Code & Telephone No, THE TRU6TEE6 OF THE NEW LIFE CHRISTIAN CHURCH 139 N. LOUDOUN STREET, SUITE 2 WINCHESTER, VA 22604 (540) 123-43133 Engineer Certifying Plan, Address, Including Zip Code & Telephone No. GREENWAY ENGINEERING 151 WINDY DILL LANE WINCHESTER, VA 22602 (540) 662-4185 S w IME01 D Ei U � Z �� W E.. 0^ U Z �� L) i:T, Wun x �W � O (�+ J U � � W Z DATE: MAR 2005 DESIGNED BY: JSM CHECKED BY: TNA JOB NO. 2103 SHEET I OF 5 66~! CENERA L NO T S MOT.VENERAL NOTES LEGEND VICINITY MAPt� EXISTING INTERMEDIATE CONTOUR -� -- -- - -- --•332 _„ --- SC 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 t®:the latest editions '®f the Virginia Department of EXISTING INDEX CONTOUR "�- - 33®- -• °' �•- `.•. '�1 �. +l�r • J"�.�'' ! L �.,.:1 S.1/i Count construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, a Virginia Erosion f ,� v* ' ,. ` ° ••�; , � ..o: ; � ° � � �,:. „ ��,,• .. � .� . �^ -. ,•v �'.i�:::;._ y and Sediment Control Regulations andy other state, federal, or local re ,lions PROPOSED CONTOUR' as silt basins during construction EX/P detention ponds serving g , err , ! , 2. Measures to control erosion and siltation, including p g applicable. In the event ®f .conflict between any of. these standards,, specifications or EXISTING EDGE OF PAVEMENT u�; o°° % • 1 _ c must be provided prior to issuance of the site development permit. The approval' of these plans in no way plans, the most st ° gent 'shall govern. a P P Ea'tP �_ J 1 $ g �f • �u . � :,'+ it •'. ''. .n � ! ,i. relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment i ' PROPOSED EDGE DF PAVEMENT EX C40 Control Handbook. V2. All construction shall comply with the; latest U.S. Department of Labor Occupational. EXISTING CURD AND GUTTER •---- y' `; n f � ?,� :)`+ y � i ° Safety �e Health A istration and VOaII Rules . & Re ulations. j''• ;..: o o;' '' ' ; ~ !.• ' �Psaen ® _ Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation y Regulations. \. right-of-wa 7Prtlrt ees�ea I�FaiiO t' in existing StateI PROPOSED CURE AND GUTTER ,��' o f prior to co c ion e gy `-►t, (VDOT) and Fr' ederick County y pVie When working on VDOT� right-of!y P temporary, ,. .:0�,: ;:. ��• •- �,.:, a' -wa ,all traffic control, .whether• permanent or tsm or CG-� -f R ", ,, p M; `� „ w, 4. A royal .of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance:, with, the current !edition of VDOT's work areal protection manual. TRANSITION FROM CG-6 TO CG-6R - "$•., -°�' �"' 1[.¢y/� all traffic :control fla ers must be certified in accordance with VDOT s _ P • ' �` +'' e y �' �� a `c re aired under State law. Furthermore, gg _ ' �'' .� ®, N q cc EXISTING TELEPHONE LINE• 11',:. ,-. �� , ' »o- m • VDOT ersonnel. A joint- inspection wall be held January, 1994 (or latesit edition of) R6ad ' Bridge Specifications, Section 104.04-C. ' ' exact location of all and rails will be determined by VD p , P `/� 5 t The guard T T , ��- �o - ,•. ►°!,�. , �` 1;= a.. w Virginia Department of Transportation PROPOSED TELEPHONE LINE � :•� ,: ' � •,: h ��� • � ���" °� •� � � Count Re Representatives. and Representatives of the g p ... P she. with the Developer, y P e35 /: : ' ••' o % , .. 1 �'�1" ' e8''a �.` ®• •'� ° ® ! will be V4. Design features relating to construction or to regulation. control d safety of traffic may EX. 15" RCP ri"'` r` ' ' ` - ` .' .:a \ ".' ` r o :t:;'.�i - d ce (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer•° be subject to change as deemed necessary .by VDOT. EXISTING STORM SEWER __, .'-•7' J f � i • .via � an nt responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to _ P P VDOT Guard Rail and Paved Ditch Specifications. i5 RCf� Virginia Department of Transportation( ) P PROPOSED STORM SEWER 9`�-• `, � 1 ., j .: •�"°-. � �� " i:° t ,� :� q � V5. Prior to initiation of work, Contractor shall be responsible for . acquiring all necessary . VDOT >1" p o construction site. Also a approved set of plans and all applicable permits ,must be available at the ons land use ermits for an work on VDOT'ri right -of - 6. An appro p PP P P 1' g y a �)ai 3a; _ �-�J . »:° R '' '`' rt x8i9 '��� `'p`•' • : representative of the. developer must be available at all times. EXISTING SANITARY SEWS _ ''�" fir /�- C • ® �' - ii, -/s. �i�: ,�.-� �/ �• ° = -d�wT ; Gein:..' V6. If required by the local VDOT Residency_ Office, a preconstruction ''conference must be PROPOSED SANITARY SEWER r i• ,• ---., °?dl , �® - .-+ w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic - - '' s.• •' �, a;aa•' : ;'• v - -----� arranged and held by the engineer and/or, developer with the attendance of. the +. - �. • ,, .-T= (~ Control Devices (MUTCD). EXISTING ELECTRIC SERVICE v %'' - a; .• `� ' • contractor, various County agencies. u °ty l companies and VDOT prior to itiation of work. +a'.- �' '�' ��,� - • o�+ .:. _- aye/ p� .... !: r° °f'- • O�_•"! ��i®° r: - Qa UJ 8. All unsuitable material shall be removed from . the construction limits of the roadway before placing A� A+ _ // ^'i - PROPOSED ELECTRIC SERVICE •. embanknaent. V7. Contractor shall notify; the local VDOT Residency Office when �sorlt' 'is to begin or cease for -~��� �ry� -_ ti 'u:' • . a °. - c o any undetermined length . of time. VDOT'; will also require 48 hours notice for any . EXISTING GAS LINE I�' ;®�': - •� :'; ; t sections an the approved. . lams are _based on a um CBR value of 6. CBR values less •_ • _ J. All pavement. PP P .. , inspection. •-� `�.. - � " `,: '.°;°4s �• .:;�f � i � 'ago c. • Q " y4 '•. j Cen r rj..®.•;t ° •ii Q 'tl .e 7 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE v w .. .: ' W %'Q a e°.�� s, f'®O'�•I "wig► / '+ ':+•%y�'�_-: csr , of more than 57: shall be sued with cement concrete to the limits indicated V8. The Contractor will be :.responsible for maint. ' ° g adequate access to the project frown the �. :, - o - ' : w.� ►... °; - • HvP+ • a, ®.�..r. 0, Q ;meriYa9''BtaeC 10. All roadside ditches at grades P adjacent public roadway through h construction and maintenance of : a construction .entrance PROPERTY LINE ) _ Y w�- :.' . • y ,��- ,--� on the plans `aid as required at the field inspection. J P �' g 0-4 - in accordance with the ,Sec. 3.02: FLOW LINE - : i' �,.e3 ,,;/s "��� " alas„ !� Asa, • • • .seosane Moe,w.e oeee»p 09A eee•MS oboe"* !„y~ • e•' • '' \ ewl:® ,aD it. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet.. The pipe 'shall Furthermor@® access to other properties ected by 's project shall bd m taroed _ J '.% �• •�Z r •!s.��, �J fir. s be minimum 8" diameter and conform to VDOT standard SB-1. through oonstruction° EXISTING FENCELINE s EXISTING POWER POLE -Q- - _ vy o 12. Construction debris shall be containerized in accordance with the Virginia. Litter Control Act; no less than V9. Contractor shall ensure adequate drainage 'is achieved and maintained on a site during ': }` $'�- '. •, • one litter -receptacle shall be provided at the construction site. and at the end of construction. EXISTING TELEPHONE POLE V _ 't. 1`it-'°-''� '�� -'f rJ •° 13. The contractor . shall provide adequate means. -of cleaning mud from trucks and/or other equipment prior to ' - � '°' ' • t EXISTING WATERLINE W/ TEE ... _.., ., w..,..- ..... �� ' : = �'� ' : `- �• ° ii :;� ;'e. ; :. _ �. -♦• 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 OT right-of-way are to have • �� _ < ° . ® . + _ ai ° • ®�� •�, _ _ ` ;�.._ ' ,50�� to insure that the streets are maintained in a clean, . mud and dust free „ . ,'�'. a. ,. ~; \®^ ° ° �. o` whatever measures are necessaryto be installed. under. roadway drainage facilities PROPOSED WATERLINE W/ TEE - °' ` " ° mxnimuan 36' cover and, when ,possible, --r--- - `. , � '�� � e - •'. � condition at all times. -' _._.. ............ z e 14. �' Notification shall be given to the appropriate . utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered enuring ' the course of construction shall be EXISTING FIRE HYDRANT �; Q ' immediately brought to the attention of the . engineer and VDOT.. Work shall cease in that D �e � �n D > sewer lines.. Information should also be obtained from the appropriate authority concerning. permits, cut pit ®J�i c "1' INli O.it� °��ON w vicinity until an adequate design . can :be determined by the enngineer 'and approved by VDOT. EXISTING WATER VALVE °�•° �► v � d) $ sheets, and- connections to existing lines. tZ- 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 ® EARC 1L. IDENTIFIC ION • !]. TAX MAP Poi ((A)) 4E Li , standards and specifications' of Frederick County and/or the, Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ° -° W V SIREET ADDRESS, 16. The location of existing utilities shown in these plans are taken from existing records.. It shall be the PROPOSED REDUCER TOTAL ' AREA, 5�0 ACt?ES BUILDING HEIGHT 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 as utility/storm sewer .trenches shall be compacted in 6" lifts to 95% of theoretical m density as determined by `'°" PROJECT AREAS 3 5 ACRES � Cp prior to construction. The contractor shall inform .the engineer of any conflicts arising from his existing STOP SIGN MAXIMUM s 35 AASHTO -T-99 Method A, within, lus. or. .minus 2% of optimum moisture -for. the. hall width . DISTURDED AREA, 3.21 ACRES P P � 'HANDICAP RAMP (CG�12) � � ..� --! PROP. WEIGHT = "2433' utility verification and the proposed construction. of any dedicated street right-of-way. At ;the direction, of VDOT. Inspector density tests DENOTES LOCATION OF STD VDOT \` CURRENT Z®NINGt RA 3 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 I required in the VDOT CG-12 AND/OR JURISDICTIONAL CURRENT USE, VACANT 111-8 ta result of his construction project within or Conti uous to the existing ri ht-oi-wa . Road. and Bridge Specifications. A .co of all tests shall be . submitted to OT prior to STANDARD RAMP CONSTRUCTION P POISED Z NINGt WA p j g g g y g P P7 P PROPOSED USE, CHURCH final VDOT approval. PARKING INDICATOR ® a 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES All C 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 VDOT Inspector. � TEST PIT LOCATION BUILDING SETBACKS, REQUIRED V D PARKING CALCULAT and further where deteed., necessary b' 19. The developer will be responsible for the relocation of any utilities which is required as a result df his FRONT,' 60, 121.'1' QUf1 D• The relocation should be done raor to construction. V15. The installation of any :entrances and mailboxes within any dedicated street right-of-way SIDE: 50' 139.1' CHURCH: i SPACE/3 SEATS project. P HANDICAP PARKING shall meet - VDOT um -design standards, and is the developers responsibility. REAR,. 50 3393 Z50 SEATS/3 ■ 83.3 USE0-4 SITACE 20.. These plans identify the location of all known gravesites: . Gravesites shown on this plan will be ' prctectQd BARKING SET$�CKSa in accordance with state law. Ia the event gravesites are discovered during construction. the. owner. a --4, - V16. If required by the local VDOT Residency; Office, copies of all .invoices for materials within- VEHICLES PER .DAY COUNT 10® FRONTe 5' 42l/ol engineer must be notified immediately. any. dedicated street right-of-way must be provided to the VDOT. Inspector prior to PROPOSED BUILDING ENTRANCE -- mousam -m SIDE, 5' 55.8' PROVIDEDs prates k -, , map be obscured. - �� 2i. The contractor is to verify #lend. conditions prior to and during construction and notify Greenway Enacceptance of. work. :Unit andtotal;- gineering ' . -REAR, 5' 3553' 86 SPACES 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 signageand/or pavement EXISTING STREET LIGHT t BOSS FL®®R AR A 22.. Controlled fills shall be compacted to 95% of •maximum density as determined by method "A" per standard anarkings must be installed by. the develo or. or, at OT's discretion, by .VDOT on an � � _ account receivable - basis. PROPOSED CHURCH ■ i 125 S.F. PER ADA .■ . 4 PAGES. proctor AASHTO-T99, ASTM-D698, or VT&i 1 as applicable. Density shall be certified, by a registered PROPOSED STREET NAME SIGN }- WANDtC,4P -WA=A e90V[QBD. professional engineer and results submitted to Frederick County prior to pavement construction. .,If a V18; . .Final location of CG-12 Curb Ramps; .shall .lbe determined by VDOT Inspector. " PROPOSED SANITARY LATERAL CLEANOUT 4 SPACES geotechnical report has been prepared, it should. supersede the requirements in this note. (t VAN ACCESSIBLE SPACE) SANITARY MANHOLE IDENTIFIER (� . LS, ... MAX. WEIGHT = 35° 23. ` Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SETBACK - 10' FROM t two 2 working days, but not more than ten 10 working days, prior to . commencement MAX. AREA z 100 SF. or blasting at leas () king y , ( ) g ys of excavation or demolition.. Names and telephone numbers of. the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER OUTDO❑R ST�2�,�E, N/A D ' ow. These numbers shall also be used to serve in an emergency condition. in Frederick Count appear bel g y E-" y . PP .�-+ � ' EASEMENT LINE ---• OUTDOOR LIGHTING, WALLPACK LIGHTIWa ON SLOG. a Q, i 9 E -+ a-e ANY PROP. P. LIGHTING SHALL UTILITY CONTACTS FIR. MASIIALL S N T ® E'' CENTERLINE 4 SHIELDED TO PREVENT GLARE _......_.._...:... .. _ _... a 17) 10-4 Fire EXISTING SPOT ELEVATION X530 ON R/W t ADJ. PROPERTY A Water/Sewer: Frederick .County. Sanitation Authority lane markings and.-- Sl nape. 5 mot+ R� P.O. Box 1877 ,: „ . PROPOSED SPOT ELEVATION X 12 ND AP A T NS OUTDOOR TRASH RECEPTACLES, NONE PROPOSED - ¢ Z `I p' Winchester, vA. 22604 Any o larking signs and ' yellow painted. curb locations will a installed TIN E-4 """"' ® .. EXISTING TREE DRIP .LINE LANDSCAPING NOT REQUIRED W (640) 868-1061 by field inspection . at the . direction of the Fire Marshall's Office. ►� � Phone: Bell -Atlantic EXISTING TREE 15" OAK 15" PINE C/1 CoW U) Z i r--a P.O. Box 17398 DD r ,r� NOTE: OCCUPANCY PERMIT WILL NOT i5E ISSUED UNTIL ALL APPROVALS AND . aasaaaaa>� Baltimore, MD 21297 PPRO VA'�. L Cl� fx U (301) 954-6282 PROPOSED TREE a OAK INEAND PE ITS HAVE SEEN O13TAINED FROM THE HEALTH DEPARTMENT FOP? THEAPPROVED BY THE ZONING : ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A WELL AND SEPTIC SYSTEMS. Power: Allegheny Power MISS UTILITY 1-800-257-7777 ® �+ PERIOD OF FIVE (5) YEARS'' FROM:. DATE; OF APi PROVAL; 0 r U P.O. Box 1458 Hagerstown, MD. .21741 ,•� w Ix 1-800-654-3317 - - INSPEaCTI®Ng DE�A NT NOTE: A ' 1. BUILDING SHALL MPLY'WITW THE VIRGINIA UNIFORM STATEWIDE'BldIL®INCH CODE AND SECTION 303, UJ x W Gas: Shenandoah Gas Co. GROUP A (ASS LY) OF THE BOCA NAtfOVAL BUILDING CODE/t996e P.O. i3ok 2400 �� �6 621 OTHER CODES TWAT A LY .ARE CABO Ann i.ow ACCESSIBLE AND USABLE FACILITIES. � � '� w Winchester, VA 22604 i (540) 869-1111 SIGNATURE DATE k- 2. PLANS SUBMITTED FOR PEWIT APPLICATION SHALL SEALED BY A VIRGINIA LICENSED ARCHITECT/EWSINEER.0 f FCSA CONSTRUCTION NOTES :TRIP GENE.RATI N I1AT FRE ICI ' COUNTY. COVER SHEET To 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE . LINES SHALLW ADDITIONALLY MEET All REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD ° 4 GE 0 INSPECTION BY THE AUTHORITY. Project Narae, 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR , MICHAEL S. X j Protect Nur,ber, 3. EXACT LOCATIONS OF WATER 'AND . SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE. NEW LIFE ICUH 2560 CHURCH 7,125 ;! . 9.a9/1000 SF 67.6� �•'�I•,�03� LICENSE No. O 031162. AUTHORITY'S INSPECTOR. � . 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE iNSTALLATION OF . WATER Sal Magisterial District, Date of Plana (Month, Day, Year) METERS.: BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE AND COVER TO BE PROPERLY ®11iA1, ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 ACK CREEK DISTRICT NOVEMR 6, 2000 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 DE `IN PROPER WORKING ORDER.' IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED- CORRECTLY. PROFESSIONAL SEAL & SIGNA E Owner, Address, Including Zip Code & Telephone No, 139 N. L®U®OUN STREET, SUITE 2 RECIVCJ 5.. THE. SANITATION AUTHORITY SHALL INSTAL: All WATER AND SEWER SERVICES THAT CONNECT TO' EXISTING LINES. TWE TRUSTEES OF THE NEW L.IF CHRISTIAN CHURCHWfNC1.1ESTI:R, VA 22604 THE LOCATION OF .THE TAP AND THE TERB�INATi®N 7P®INT ®F' TIi�' LATERAL ARE T® BE C®®RDINATED IPli`H THE SHEET I INDEX THESE PLANS ARE IN CONFORMANCE WITH (540) '123-9i33 D �. �1C�1r�O%00 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION. FOR SERVICES MUST BE MADE AND FEES PAID® FREDERICK COUNTY STANDARDS AND Developer, Address, Including Zip Code & Telephone No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. WILL FURNISH THE MATERIALS FOR i COVER 614EET ORDINANCES. DEVIATION OR CHANGE 139 N. LOUDOUN STREET, SUITE 2 , sS AND THE TAP. THE CONTRACTOR MUST APPLICATION FOR AND PAY FOR THE COST OF WOML 2 SfT PLAN IN THESE PLANS SHAM DE APPROVED BY THE TRUSTEES OF THE NEW LIFE CHRIJT I AN CHURCH WINCHESTER, VA 22604 7. THE CO - 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE. MANHOLE.CONSTRUCTION. 1540) 'i23-9'133 CHECKED BY: MSS 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION° 8. A DOUBLE CHECK VALVE BACKD'LOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN Engineer Certifying Plana Address, Including Zip Code &Telephone No, HA WINDY HILL LANE JOB NO. 2'103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 OF -TAILS R %lUJa4YENGINEERING UJINCNESTER, VA 226®2 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (540) 662-41eO SHEET 1 OF 5 _ �.=�:,:._.,.�w ;w:.�, =� • ....tea . (D®-IC&A ■o �ox \Dc r / l `r I � I 1 � I f l I ' l I / I I I M I I f N/F t� ' 6WAOLER N. KOONC011 AND 13RENOA 6 KO0JVCE CLAY WILL FARIrI WaPIVI610N 6ECT/ON 4, LOT /8 0 OB $33, m 3411 ZONE. RA I WE: VACANrI o 63-A-4 ' I 1 EX. 50` EXCLUSIVE RIl.7NT- OF -WA r A31 A PROF. WELL E5MT. • j O N/F 51U,4GLER N. KOONCE ll' AND AREN0A 6. KOONCE CLAY N/LL FAtV16U501 16/0N 6ECT/ON 4, LOT l9 O B. 833, l�l: 3�01 a �: VACANT T 8112X �. SEX. KERN6TOUN BATTLEFIELD t -1 - -- Q/jy A660ClATION, INC. CLARA A. LOW - -- - -- -- -- ZONE: RA ZONE: RA ; U6E: VACANT UW. VACANT 63-A-7A 63-A-713 N/F COI fP-4=-CiAr10NAL UNITED C4l1R04 OF CNR/6T 0Z 6043, F* 24.0 ZONE: RA u6E: CNURCI-1 63-A-4C I / � I / / I / / I � / I I i I I I I I f I I I I � I I I I I I 1 ! I I I r I t 1 I I EX. GAM I FOR PREVIOUS 1 -FARM VENICLE\U6E. ur WIRE � IN JEX. IFOUIER POLE f o INV. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE DINE OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRE'. 1-1 AM 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SORM- Mapted from FaWdUan of Straw and Fabric filter Mers for &&eat Conkq I131C PLAi6. 3.O5-2 Sherrood and Tyant TYPICAL 5112EWALK CR065-6ECTION N.T.S a z c: us W z z W01 Q CO CO CNI 4 q a ao l o to � go W Lid //0 11k,*'N � L7 G7 N 4! r4 :j fA rn OF,-4t a U TUNG NU9 - HIKUSUMA� No.026715 �Iio,16: Z U. 3: U H Z Z N O H > O w Z W :Z) co O C4s�a UJ U a X P4 H � o w w Q rig ? � � LJP4 as w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 1TLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'" = 40' XX—m ESMT. FOR E3EN/FlT OF LOT 18, D.B. 905, PG /453. f � �I IV/F couRTNET� L. E l � CLARr4.4. LOl!!� �a WAS- � u5E:6FR � �\ 63-A-8 w 0 \ \l v' i' f 1 EX. MAIL &Q 00- 08-A PROF. WELL E5MT. • j O N/F 51U,4GLER N. KOONCE ll' AND AREN0A 6. KOONCE CLAY N/LL FAtV16U501 16/0N 6ECT/ON 4, LOT l9 O B. 833, l�l: 3�01 a �: VACANT T 8112X �. SEX. KERN6TOUN BATTLEFIELD t -1 - -- Q/jy A660ClATION, INC. CLARA A. LOW - -- - -- -- -- ZONE: RA ZONE: RA ; U6E: VACANT UW. VACANT 63-A-7A 63-A-713 N/F COI fP-4=-CiAr10NAL UNITED C4l1R04 OF CNR/6T 0Z 6043, F* 24.0 ZONE: RA u6E: CNURCI-1 63-A-4C I / � I / / I / / I � / I I i I I I I I f I I I I � I I I I I I 1 ! I I I r I t 1 I I EX. GAM I FOR PREVIOUS 1 -FARM VENICLE\U6E. ur WIRE � IN JEX. IFOUIER POLE f o INV. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE DINE OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRE'. 1-1 AM 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SORM- Mapted from FaWdUan of Straw and Fabric filter Mers for &&eat Conkq I131C PLAi6. 3.O5-2 Sherrood and Tyant TYPICAL 5112EWALK CR065-6ECTION N.T.S a z c: us W z z W01 Q CO CO CNI 4 q a ao l o to � go W Lid //0 11k,*'N � L7 G7 N 4! r4 :j fA rn OF,-4t a U TUNG NU9 - HIKUSUMA� No.026715 �Iio,16: Z U. 3: U H Z Z N O H > O w Z W :Z) co O C4s�a UJ U a X P4 H � o w w Q rig ? � � LJP4 as w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 1TLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'" = 40' XX—m ESMT. FOR E3EN/FlT OF LOT 18, D.B. 905, PG /453. f � �I IV/F couRTNET� L. E l � CLARr4.4. LOl!!� �a WAS- � u5E:6FR � �\ 63-A-8 w 0 \ \l v' i' f 1 EX. MAIL &Q 00- 08-A //0 11k,*'N � L7 G7 N 4! r4 :j fA rn OF,-4t a U TUNG NU9 - HIKUSUMA� No.026715 �Iio,16: Z U. 3: U H Z Z N O H > O w Z W :Z) co O C4s�a UJ U a X P4 H � o w w Q rig ? � � LJP4 as w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 1TLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'" = 40' XX—m ESMT. FOR E3EN/FlT OF LOT 18, D.B. 905, PG /453. f � �I IV/F couRTNET� L. E l � CLARr4.4. LOl!!� �a WAS- � u5E:6FR � �\ 63-A-8 w 0 \ \l v' i' f 1 EX. MAIL &Q 00- 08-A OF,-4t a U TUNG NU9 - HIKUSUMA� No.026715 �Iio,16: Z U. 3: U H Z Z N O H > O w Z W :Z) co O C4s�a UJ U a X P4 H � o w w Q rig ? � � LJP4 as w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 1TLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'" = 40' XX—m ESMT. FOR E3EN/FlT OF LOT 18, D.B. 905, PG /453. f � �I IV/F couRTNET� L. E l � CLARr4.4. LOl!!� �a WAS- � u5E:6FR � �\ 63-A-8 w 0 \ \l v' i' f 1 EX. MAIL &Q 00- 08-A w z DATE: MARCH, 2005 SCALE: AS NOTED OVERALL 1TLAN DESIGNED BY JSM FILE NO. 2703 40 20 0 40 80 SHEET 2A OF 5 SCALE: 1'" = 40' XX—m ESMT. FOR E3EN/FlT OF LOT 18, D.B. 905, PG /453. f � �I IV/F couRTNET� L. E l � CLARr4.4. LOl!!� �a WAS- � u5E:6FR � �\ 63-A-8 w 0 \ \l v' i' f 1 EX. MAIL &Q 00- 08-A