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HomeMy WebLinkAbout18-01 Faith Baptist Church (Pavilion Expansion) - Opequon - Backfile (2)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 site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 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 the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 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 nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. Addition shall comply with the Virginia Uniform Statewide Building Code and Section 312, use Group U (Utility) of the BOCA National Building Code/1996. 25. Other Code that apply are CABO A117.1-92 Accessable and Usable Buildings and Facilities. Plumbing shall comply with the 1996 International Plumbing Code. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O, Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: VERSION P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 1-800-654-3317 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 Fire lane markings and signnage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. VD0T CENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. 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 protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local 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 inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall 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. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to 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. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum. of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. FCSA CONSTRUCTION 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 ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. 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 YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. LECEND EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX EIP EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX G46 EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER G640 G6-bR TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE T T EX. 15" RGP EXISTING STORM SEWER -► r ti PROP. 15" RGP PROPOSED STORM SEWER -► EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE P P EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE ... _ ... -b ... _ ... -r ... _ ... i FENCELINE # * * N EXISTING POWER POLE -�- EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE W PROPOSED WATERLINE W/ TEE W W ' T' W EXISTING FIRE HYDRANT G& EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER W ^ +W PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION IOFFISTD��VDOT WANDARD DRAMP1RNSTFCTI� PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE EXISTING TREE 10'/��II Mid VICINITY MAP SCALE 1"= 2000' V PROJECT INFORMATION EX STREET ADDRESS 635 DOUBLE CHURCH ROAD STEPHENS CITY, VA 22655 RE C'El"ED PARCEL IDENTIFICATION NO. 86-A-72 JUN 1 3 LUU I LOT AREA 14.1229 ACRES DISTURBED AREA 0.4 AC DEPT, OF PLANNINGIDEVELOPMENT CURRENT ZONING RA CURRENT USE CHURCH PROPOSED USE CHURCH BUILDING HEIGHT: MAXIMUM ALLOWED = 35' EXISTING = 32' BUILDING HEIGHT WILL NOT CHANGE BUILDING USE: PAVILION USE FOR MEETINGS TYPICALLY HELD IN THE CHURCH. FINISHED BUILDING WILL NOT INCREASE CHURCH USAGE. SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. LIGHTING SPECIFICATIONS: HUBBELL LIGHTING INC. MODEL NUMBER RCSA250H3Tx-x. HEIGHT=24 FEET, LOCATION AS SHOWN ON THE PLAN ALL LIGHTING SHALL BE DIRECTED AWAY FROM ADJOINING PROPERTY OWNERS. BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 254.05, SIDE: 60' SIDE: 155.04' REAR: 50' REAR: 810.32' PARKING SETBACKS: REQUIRED: FRONT: 5' PROPOSED: FRONT: 382.00' SIDE: 5' SIDE: 43.99' REAR: 5' REAR: 608.00' PARKING CALCULATIONS: CHURCH - 1 PER 3 SEATS. TOTAL OF 203 SEATS = 68 SPACES PROVIDED = 114 SPACES HANDIG!oPPED SPACES REQUIRED = 5 SPACES HANDICAPPED SPACES PROVIDED = 6 SPACES ENVIRONMENTAL FEATURES: LAKES, PONDS, STREAMS, FLOODPLAIN - 0 % DISTURBED WETLANDS > 1 AC - 0% DISTURBED SINKHOLES - 0% DISTURBED NATURAL S.W. DETENTION AREAS - 0% DISTURBED STEEP SLOPES >15% - 0% DISTURBED F.A.R. CALCULATIONS: NOT REQUIRED FOR RA ZONING WOODLANDS - 0% DISTURBED LANDSCAPING CALCULATIONS: NOT REQUIRED FOR RA ZONING 12.0 TRIP GENERATION DATA -115 3 ITE 6TH EDITION: EXISTING: WEEKDAY: 560 CHURCH 9.11 x 7156 S.F. /1000 - 65 VPD �^ WEEKEND: 560 CHURCH 36.63 x 7156 SF/1000 = 262 VPD 15" OAK 15" PINE PROPOSED: WEEKDAY: NO CHANGE 15" OAK 15" PINE WEEKEND: NO CHANGE PROPOSED BUILDING WILL NOT GENERATE ANY ADDITIONAL TRAFFIC. USAGE WILL BE BY PRESENT CHURCH PATRONS. DATE REVISION 5/25/01 REVISIONS PER FREDRICK CO. INSPECTIONS 5/31 /01 REVISIONS PER FREDRICK CO. PLANNING SHEET INDEX SHEET 1 - COVER SHEET SHEET 2 - GRADING AND SITE PLAN 3t m SITE PLAN APPROVED TH OF QCNDI'I Q ND L. KE ER No.032809 0�,11-�E-c5�� �`�IONAL �Cs PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Project Name: CO VER SHEET CD Z cc Z 0 Z W N o ) 0 � cD N N 't I c •- 00 Z v.� �Cr) I N W _J �} U') � W C I o0 3 � � V Q X o� L 1` .� c N vrn w c U) Z 124 O CHURCH PAVILION IMPROVEMENTS Owner: Address, Including Zip Code & Telephone No. TRUSTEES OF FAITH BAPTIST CHURCH STE DOUBLE CHURCH ROAD STEPHENS CITY, VA 22655 (540) 869-0497 Developer: Address, Including Zip Code & Telephone No. 635 DOUBLE CHURCH ROAD TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 (540) 869-0497 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 DATE: 04/27/01 APPROVAL SCALE: N/A FREDERICK COUNTY ZONING ADMINISTRATOR DATE DESIGNED BY: RLK : SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. ' F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. JOB NO. 2328 SHEET 1 OF 2 '.IPlrE 'lR;.PS �BRANDY LANE S 49.56-32" E 182.01' g7.45'- " S 53t9' 29„ E 2 .- �- E E E x -r61.4 / r — E r, \ 1 P 760 60' SIDEYARD SETBACK 00 TRIPLE 4 RU \\ 4EX :<1\ TM 86—A-75 TM 86—A--74 E.R. NEFF EXCAVATING, INC. HAROLD C. THOMAS, JR DB. 677 PG. 568 DB. 723 PG. 473 ZONED:RA ZONED:RA USE: RESIDENTIAL '-U E: R SI ENT AL , it TM 86—A-21 WOODSIDE ESTATES SUBDIVISION DB. 818 PG. 1770 ZONED:RP USE: RESIDENTIAL TM 86-A-73 SANDRA H. CONNER DB. 108 PG. 568 ZONED:RA USE: RESIDENTIAL KENNETH E. WYMER DB. 568 PG. 458 ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: RESIDENTIAL OVERALL PLAN VIEW SCALE: 1 "=200' TM 86-A-79 SAM-MAG PROPERTIES LC AND SAMUEL SMITH DB. 938 PG. 717 ZONED: RA USE: AGRICULTURAL . -i TM 86—A-70 KENNETH E. WYMER DB. 658 PG. 405 ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: AGRICULTURAL 14.1229 ACRES TM 86—A-72 TRUSTEES OF FAITH BAPTIST CHURCH DB. 871 PG. 39 ZONED: RA USE: CHURCH X-I60.8,,,, / S 46'37'03" E 303.54' -^- '72.00' / I S 45'3 28 5" E 256.14' f� J1 r 9PPSED GRINDER/ 1R STATION I i r C / i �r r 5 JU JIL/C I47LJ JL 113Mt-M / x 1541 j , 1� I IRF E 11at= 1 I 51DENALK DETAIL 51DENALK 4" GONGRETE VDOT N/4" #5-7 06-2 C.URB COMPACTED STONE 1 V I J. / I r'� J NOTES: PUMP STATION DETAILS: I. FREDRICK COUNTY SANITATION AUTHORITY SHALL USE - 60 TO 120 PEOPLE MAXIMUM INSPECT FORGE MAIN CONNECTION TO THE EXISTING EXPECT 4 TO 5 HOURS PER DAY/EVENT MANHOLE PRIOR TO OPERATION OF THE PUMP STATION. FLOW - 10 6PD/PER50N = 1200 GPD OR 2.5 GPM PEAK FLOW RATE - 6.25 GPM 2. FORGE MAIN SHALL BE CONSTRUCTED AT A MINIMUM OF 3 FEET BELOW GRADE AND WITHIN A REASONABLE PUMP DESIGN D15TANGE TO THE EXISTING MANHOLE. THE FORGE MAIN PUMP ON ELEV - -748.10 SHALL SLOPE POSITIVELY FOR CONNECTION AT TOP OF PUMP STATION BOTTOM ELEVATION - -746.15 BENCH IN MANHOLE. HIGH POINT IN FM - -752.00 D15GHARGE ELEVATION - 751.00 3. SILT FENCE SHALL CONTROL E$5 FOR GRADING OF FORGEMAIN SIZE - 1 1/4 INCH PARKING LOT AND EXPANSION OF THE PAVILION FORGEMAIN LENGTH - 6-73 LINEAR FEET BUILDING. SILT FENCE SHALL BE INSTALLED PRIOR TO STATIC HEAD - b.q FEET INITIATION OF CONSTRUCTION. SILT FENCE SHALL BE TOTAL DYNAMIC HEAD - 46.56 FEET INSTALLED PER STANDARD 5.05 AS LISTED IN THE PUMP FLOW RATE - 13 GPM VIRGINIA EROSION AND SEDIMENT CONTROL LAW AND VELOCITY IN FM - 3.4 FPS REGULATIONS, M05T REGENT EDITION. WATER TIGHT LID, FRP \ FIELD JOINT, REQUIRED FOR MODELS TALLER THAN 2010 - 93 ELECTRICAL QUICK DISCONNECT (EQD) CORE CONTROL COMPARTMENT BREATHER QUICK DISCONNECT ASS (304 S.S.) SS CAST BALL VALVE / DISCHARGE 1-1/4' FNPT 1-1/4' DISCHARGE LINE-- (304 S.S.) 41 in CHECK VALVE' 1040 mm (GLASS FILLED TO DISCHARGE NORYL) ANTI -SIPHON VALVE / (GLASS FILLED NORYL) 30 DIA In 749 mm SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 ypm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR IS REQUIRED TO PREVENT TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR WJST AWAY FROM FROOM **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE: A CONCRETE ANCHOR OF 2E00 IEs 17.3 cu ft) IS REW ON ALL MODEL 2010 93' STATIONS. FLL T am M W» ,MEM„ �Actr'eME e� aria As 2010 CD Z STRAIN RELIEF CORD CONNECTOR PROTECTIVE CABLE SHROUD W (FRP) W POWER/ALARM CABLE 12-6 W/GND. z INTERNAL WELL VENT Z 2.0' DIA. INLET, GROMMET W Cq O � TO ACCEPT 4.50' O.D. CID CC) PVC PIPE (STANDARD). Cq -4 DUST COVER SUPPLIED Cat d' FOR SHIPMENT (NOT I SUITABLE FOR BURIAL) 114 co CC\1 35 in 898 mm TO H-ET Z --� ,� ,. ,'Z,' I I 1p CV LARK ON 650� mm W W b .N 0 I in 47 gal 447 mm 179 L rm U 4 � 04 OFF 32 21 p1 I ►� E-� 14 345 mm o� A 24 91 L al. L NSF ca SGS I CAM 1 1/25/99 1 F 1 1/16 OR BY CHK'0 DATE ISSUE SCALE © U W W 3 MODEL 2010, DETAIL SHEET Qp V ° PA 0908 P01 Z Z Z 2010 9$ w o CQL � o a W W W W W Q� ot ot QO N Q) 1") A h h h h O O O O X UL NSF CIP SGS CAM 1 01/21/99 1 A 1 1/16 OR BY CW'Dj DATE I ISSUE I SCALE MODEL 2010-93 PA 0856 POg EX15TINCG STANVAKV f GSA MANNCJLE DETAIL - FORGE MAIN GONNEGT I ON NOT TO SGALE Tit OF RAN L. KEPLER ' No.032809 'O SIONAL DATE: 4/27/01 1 SCALE: 1" = 30' DESIGNED BY: RLK FILE NO. 2328 SHEET 2 OF 2 CENERAL NOTES VDOT CENE AL NOTES LEGEND VICINITY MAP 0 1. Methods and materials used in the construction 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 M Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1= 20Qo� cc County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the w r event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 L /+ 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, i r w P g g govern. must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR ` 0EX ��- P P P P PP P Y relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and' EXISTING EDGE OF PAVEMENT Control Handbook. Health Administration and VOSH Rules and Regulations. SOP, PROPOSED EDGE OF PAVEMENT 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G46 (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area rotection manual. Furthermore, all EXISTING CURB AND GUTTER`t traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and �' �1'��'r W 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER PROP C&G: y� , ,.{ '�� ; required under State law. g P GG-6 G6-6R b` " r 'F '� �`�f N V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R.% 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held; traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is}sue with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the sole responsibility of the developer to locate and identify utility facilities or items which may EXISTING TELEPHONE LINE F P Y P Y Y Y (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not c?� ° i , c ° �o N �, PROPOSED TELEPHONE LINE r r ,�;, ' � responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. s�f * .;.�' d v .� co Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. EX. 15" RGP -' g P P (VDOT) P EXISTING STORM SEWER V5. Design features relating to field construction, regulations, and control or safety of traffic may I 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15 RGP W L representative of the developer must be available at all times. an field revision will be the res onsibilit of the develo er. PROPOSED STORM SEWER -� 1 ?' P `ti' t ':Q %`''' �' °' °' Y responsibility P H 7 v •• c 0 j ra` � C O It 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEWER g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT �,/ � v � Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. x PROJECT INF®RMA TION PROPOSED SANITARY SEWER �n 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved laps are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE Cl)AN - L_ P PP P EX STREET ADDRESS 635 DOUBLE CHURCH ROAD 2> o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for p�'DIG GAS LINE STEPHENS CITY, VA 22655 c ID for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. I v' `- course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE � � w cn V9. The contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION N0. 86-A-72 Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE LOT AREA 14.1229 ACRES ti;�l��� � �� ���� � support values of the soils in the subgrade. Final pavement design shall be submitted during construction - - t - accordance with the Virginia Erosion and Sediment Control Handbook Section 3.02. Furthermore, and prior to placement. access to other properties affected b this project shall be maintained through construction. The FLOW LINE DISTURBED AREA 0.4 AC i. RAVIN%EVELOPMENT P P Y P J g 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCEI.INE #_� # CURRENT ZONING RA Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT USE CHURCH on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE �- 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPOSED USE CHURCH be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' EXISTING = 32' T 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE W BUILDING HEIGHT WILL NOT CHANGE BUILDING USE: PAVILION USE FOR MEETINGS TYPICALLY HELD IN THE CHURCH. one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE W W iT! W FINISHED BUILDING WILL NOT INCREASE CHURCH USAGE. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT � SIGNS: ALL SIGNAGE MUST CONFORM WITH THE V12. Any unusual subsurface conditions encountered during the course of construction shall be whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity STANDARDS OF SECTION 165-30 OF condition at all times. EXISTING WATER VALVE THE FREDERICK COUNTY ZONING ORDINANCE. until an adequate design can be determined by the engineer and approved by VDOT. 14. s Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER (D LIGHTING SPECIFICATIONS: HUBBELL LIGHTING INC. MODEL NUMBER RCSA250H3Tx-x. V sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER W W HEIGHT=24 FEET, LOCATION AS SHOWN ON THE PLAN sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER ALL LIGHTING SHALL BE DIRECTED AWAY FROM ADJOINING 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled -� PROPERTY OWNERS. D standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN according to all applicable VDOT standards. HANDICAP RAMP CG-12 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the ( ) BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 254.05' �,, '-' contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm DENOTES LOCATION OF STD VDOT SIDE: 60' SIDE: 155.04' Z Q4 P Y Y g y y/storm sewer trenches shall be CG-12�IDIOI�Jd���ON� REAR: 50' REAR: 810.32' V �' �,' prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STAND RA1�P C1'I W U � utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street PARKING INDICATOR 12 PARKING SETBACKS: REQUIRED: FRONT: 5' PROPOSED: FRONT: 382.00' ~ 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES W R' P P Y g g independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A SIDE: 5 SIDE: 43.99 > E-i result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. REAR: 5' REAR: 608.00' O U) TEST PIT LOCATION ® X � Q Z 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and PARKING CALCULATIONS: a must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. O 19. The developer will be responsible for the relocation of any utilities which is required as a result of his development permits. HANDICAP PARKING O V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall CHURCH - 1 PER 3 SEATS. TOTAL OF 203 SEATS = 68 SPACES �-+ meet VDOT minimum design standards and is the responsibility of the developer. PROVIDED = 114 SPACES Z project. The relocation should be done prior to construction. VEHICLES PER DAY COUNT 100 (Y 20. These plans identify the location of all known ravesites. Gravesites shown on this plan wall be protected V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE P Y g P P HANDICAPPED SPACES REQUIRED = 5 SPACES ,.� (_L, markings must be installed by the developer or at VDOT's discretion, by VDOT on an account � in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The HANDICAPPED SPACES PROVIDED = 6 SPACES > (� engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT a W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on ENVIRONMENTAL FEATURES: at 540 662-4185 immediatelyof an discrepancies between actual field conditions and the approved plan. VDOT's approved list. A copy of this list may be obtained from the District Material Section. __ll� ( ) Y P pp Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN i LAKES, PONDS, STREAMS, FLOODPLAIN - 0 % DISTURBED 22. Controlled fills shall be compacted to 957* of maximum density as determined by method A per standard PROPOSED SANITARY LATERAL CLEANOUT proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered V18. The developer must provide to the local VDOT office a list of all material sources prior to WETLANDS > 1 AC - 0% DISTURBED � professional engineer and results submitted to Frederick County prior to pavement construction. If a construction. Copies of all invoices for materials within any dedicated street right-of-way way must be SANITARY MANHOLE IDENTIFIER 12 SINKHOLES - 0% DISTURBED a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. NATURAL S.W. DETENTION AREAS - 0% DISTURBED LL 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating STORM DRAIN STRUCTURE IDENTIFIER O STEEP SLOPES > - 15% 0% DISTURBED or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical F.A.R. CALCULATIONS: NOT REQUIRED FOR RA ZONING of excavation or demolition. Names and telephone numbers of the and operators underground utility lines spreader. Density will be determined using the density control strip as specified in VDOT's Road and WOODLANDS - 0% DISTURBED Bridge Specifications -Section 304 and VTM-10. A certified compaction 'technician shall perform these EASEMENT LINE LANDSCAPING CALCULATIONS: NOT REQUIRED FOR RA ZONING in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE 24. Addition shall comply with the Virginia Uniform Statewide Building Code and Section 312, present during the construction and testing of the density control strip. r�RIP GENERA TION DA use Group U (Utility) of the BOCA National Building Code/1996. EXISTING SPOT ELEVATION 12.E 1 TA 25. Other Code that apply are CABO A117,1-92 Accessable and Usable Buildings and Facilities. Plumbing shall V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION '715 3 comply with the 1996 International Plumbing Code. specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. ITE 6TH EDITION: A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE EXISTING: WEEKDAY: 560 CHURCH 9.11 x 7156 S.F. /1000 - 65 VPD UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the WEEKEND: 560 CHURCH 36.63 x 7156 SF/1000 = 262 VPD control strip. EXISTING TREE 15" OAK 15" PINE PROPOSED: WEEKDAY: NO CHANGE V21. Approval of these plans shall expire three (3) pears from the date of the approval letter. WEEKEND: NO CHANGE Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE `� 15" OAK 15" PINE Winchester, VA. 22604 Winchester, VA 22604 PROPOSED BUILDING WILL NOT GENERATE ANY ADDITIONAL TRAFFIC. (540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES USAGE WILL BE BY PRESENT CHURCH PATRONS. Power: Allegheny Power Phone: VERSION P.O. Box 1458 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SEAL COVER SHEET Hagerstown, MD 21741 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION 1-800-654-3317 Baltimore, MD 21297 (301) 954-6262 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 5/25/01 REVISIONS PER FREDRICK CO. INSPECTIONS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. PAVILION IMPROVEMENTS INSPECTOR. 5/31 /01 REVISIONS PER FREDRICK CO. PLANNING 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH Op MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Dj Owner: Address, Including Zip Code & Telephone No. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO 635 DOUBLE CHURCH ROAD 9 BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE - '� FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN ND L. KE ER TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX (540) 869-0497 ASSEMBLY INSTALLED CORRECTLY. No.032809 Developer: Address, Including Zip Code & Telephone No. Fire lane markings and signage: 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: O II -a 635 DOUBLE CHURCH ROAD Any "No Parking" signs and yellow painted curb locations will be installed A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING V IVAL TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 by field inspection at the direction of the Fire Marshall's Office. ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX (540) 869-0497 B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE THE AUTHORITY WILL INSTALL THE METER. SHEET 1 - COVER SHEET WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 2 - GRADING AND SITE PLAN (540) 662-4185 A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. PROFESSIONAL SEAL &SIGNATURE HANDICAPPED PARKINC NOTE THESE PLANS ARE IN CONFORMANCE WITH APPROVAL DATE: 04/27/01 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS ORDINANCES. ANY DEVIATION OR CHANGE COUNTY OF FREDERICK STANDARDS AND SCALE: N/A COMPLETED. T � Handicapped parking spaces and aisles shall slope 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. ���= ���, �'L.��i� APBOVE .B IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: no greater than 2% in all directions. FREDERICK COUNTY ZONING ADMINISTRATOR DATE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO RLK ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A 'T 3� CONSTRUCTION. •SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. REMOTE READOUT IS REQUIRED. Spy , o/ * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. JOB NO, 2328 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. SHEET 1 OF 2 A REMOTE READOUT IS REQUIRED. '.IPLE 24"RGPS Nv11p BRANDY LANE S 49.56'32" E 182.01' —' 87.45+ - S 53�9' 29„ E 2 .., �- -- E g>r E \ � � � \ ` z58.3 Z \ _EF \ \ 60' SIDEYARD SETBACK /��� -'�0 1 TRIPLE 24"RGPs / , \ \ EP 0EX moo. 1% < TM 86-A-75 TM 86-A-74 E.R. NEFF EXCAVATING, INC. HAROLD C. THOMAS, JR DB. 677 PG. 568 DB. 723 PG. 473 ZONED:RA ZONED:RA USE: RESIDEQI.TIAL ,.USE: R SI EN AL .0 ' TM 86-A-21 OODSIDE ESTATES SUBDIVISION i DB. 818 PG. 1770 ZONED: RP USE: RESIDENTIAL TM 86-A-73 SANDRA H. CONNER DB. 108 PG. 568 ZONED:RA USE: RESIDENTIAL I(ENNETH E. WYMER DB. 568 PG. 458 ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: RESIDENTIAL OVERALL PLAN VIEW SCALE: 1 "=200' TM 86-A-79 SAM-MAG PROPERTIES LC AND SAMUEL SMITH DB. 938 PG. 717 ZONED: RA USE: AGRICULTURAL TM 86-A-70 KENNETH E. WYMER DB. 658 PG. 405 ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: AGRICULTURAL 14.1229 ACRES TM 86-A-72 TRUSTEES OF FAITH BAPTIST CHURCH DB. 871 PG. 39 ZONED: RA USE: CHURCH x -7( S 46'37'03" E 303.54' "12.00 _ r- S 45'38 25" E 256.14' gyp / AIT"lY I dD x 152.1 ILDING EXTENSION l \ \ X i I I ZOPPSED GRINDER/ STATION / 1 ekp / \'��C / � x / x -f53.I x 7 50' SIDE RD SETBACK / x 154.E � ` r ` I SIDEWALK DETAIL 51DENALK `4" CONCRETE VDOT W/4" #51 CG-2 CURB COMPACTED STONE I i J I -N 46;41-0-�-W-1 U15. / 1 --- NOTES= PUMP STATION DETAILS: I. FREDRICK COUNTY SANITATION AUTHORITY SHALL USE - 60 TO 120 PEOPLE MAXIMUM INSPECT FORCE MAIN CONNECTION TO THE EXISTING EXPECT 4 TO 8 HOURS PER DAY/EVENT MANHOLE PRIOR TO OPERATION OF THE PUMP STATION. FLOW - 10 GPD/PERSON = 1,200 GPD OR 2.5 GPM PEAK FLOW RATE - 6.25 GPM 2. FORCE MAIN SHALL BE CONSTRUCTED AT A MINIMUM OF 3 FEET BELOW GRADE AND WITHIN A REASONABLE PUMP DESIGN DISTANCE TO THE EXISTING MANHOLE. THE FORCE MAIN PUMP ON ELEV-'745.10 SHALL SLOPE POSITIVELY FOR CONNECTION AT TOP OF PUMP STATION BOTTOM ELEVATION - 746.'75 BENCH IN MANHOLE. HIGH POINT IN FM - 752.00 DI5GHARGE ELEVATION - 751.00 3. SILT FENCE SHALL CONTROL E$5 FOR GRADING OF FORCEMAIN SIZE - 1 1/4 INCH PARKING LOT AND EXPANSION OF THE PAVILION FORCEMAIN LENGTH - 673 LINEAR FEET BUILDING. SILT FENGE SHALL BE INSTALLED PRIOR TO STATIC HEAD - &A FEET INITIATION OF CONSTRUCTION. SILT FENCE SHALL BE TOTAL DYNAMIC HEAD - 46.56 FEET INSTALLED PER STANDARD 3.05 AS LISTED IN THE PUMP FLOW RATE - 13 GPM VIRGINIA EROSION AND SEDIMENT CONTROL LAW AND VELOCITY IN FM - 3.4 FPS REGULATIONS, MOST RECENT EDITION. WATER TIGHT LID, FRP \ FIELD JOINT, REWIRED FOR MODELS TALLER THAN 2010 - 93 ELECTRICAL WICK DISCONNECT (EQD) CORE CONTROL COMPARTMENT BREATHER WICK DISCONNECT ASS (304 SS.) SS CAST BALL VALVE/ DISCHARGE 1-1/4' FNPT 1-1/4' DISCHARGE LINE (304 SS.) 41 in CHECK VALVE'/ 1040 mm (GLASS FILLED TO DISCHARGE NORYL) ANTFSIPHON VALVE / (CLASS FILLED NORYL) 30 CIA in 749 mm SEMFPOSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 opm AT 138' T.DA. (34 Ipm AT 42m T.D.H.) NOTE, A CONCRETE ANCHOR IS REOURED TO PREVENT TANG FROM FLOATING. SEE INSTALLATION NSTRUCTIONS SPECM CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR AWACE MJST YY FROM **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE$ A CONCRETE ANCHOR OF 2600 ba (17.3 a fl) IS $EaM ON ALL MODEL 2010 93- STATIONS. 2010 STRAIN RELIEF CORD CONNECTOR Im PROTECTIVE CABLE SHROUD (FRP) POWER/ALARM CABLE 12-4 W/OHD. INTERNAL WELL VENT Z 2.0' DIA. INLET. OROMMET Cv o TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). Cp CV co -q DUST COVER SUPPLIED Cq 't FOR SHIPMENT (NOT SUITABLE FOR BVRIAL) a I cv Do .[ m Cq 35 In $96 mm TO INLET 40 .� D I CA 0 I � (\1 to Cu LARK ON ge50 mm Is in 47 od 47 mm 179 L .d +�' VO 4) � .0 I~ 0 01 d. OFF 32 Od. 121i w in N 345 mm w 24 gal. 91 L 15' ro UL NSF cip It, SOS CAN I/2S/99 F 1/I6 DR BY CW'O I DATE I ISSUE I SCALE mm wi i CL MODEL 2010, DETAIL SHEET m V V t 0 PA 0908 P01 z z W MID -93 a W W W W c w o w w •+• w. O O O O NV 0 40 IA w vi TH OF D ram, U;!R!A L. KEPLER ' No,032809 LIslloNAL .Df UL NSF c1p SOS CAN I ov2l/99 I A 1/I6 OR BY O-WO I DATE I ISSUE SCALE X mm V MODEL 2010-93 wm PA 0856 PO4 co D E-I Z X z� W� > Z OA 141H. D roar c0 "t "m N07E V ^ — Q OZ 1 1/4" SDR 21 FORCE MAIN > Im a v� NIMr CORE DRILL AND GROUT a (SEE NOTE II u ■ EXISTING STANDARD FCSA MANHOLE DETAIL - FORGE MAIN GONNEGT I ON NOT TO SCALE 0 —1 z U 1'-' Ix F' >-4 E-4 Q � O � Crx W U O W W rx DATE: 4/27/01 1 SCALE: i" = 30' DESIGNED BY. RIX FILE NO. 2328 SHEET 2 OF 2