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HomeMy WebLinkAbout28-99 Greenwood Volunteer Fire Company - Shawnee - Backfile (2)I 0 0 Q 0 0 0 rn a vi Co W U 0 c7 Z X w w Z Z w 1' (L w 0 w W LL 0 O 'S Z w w a; 0 co N ' U) a) 0 I GENERAL NOTES 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 3,econd.ary 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. s 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. Those 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 (640) 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 Fit least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power.: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 FIRE MARSHAL'S NOTE Fire lane markings and sienaae: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPEjO PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. VROT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of �■ Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict 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 POSH 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 VDDT. 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 bie 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. v' V18. a developer must provide to V a 's sources r to The d elope p he local DOT office list of all material sour prior 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 k? 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. LEGEND VICINITY MAP C'3 EXISTING INTERMEDIATE CONTOUR -- - - _ SCALE 1"= 2000' �Q EXISTING INDEX CONTOUR ICJ sF'Lsd� A) QQO UJ PROPOSED CONTOUR ` 0 J'��' �� �� UJ EXISTING EDGE OF PAVEMENT EX E/P PROPOSED EDGE OF PAVEMENT PROP EIP ROAO Z EX 646 EXISTING CURB AND GUTTER c PROPOSED CURB AND GUTTER PROP C&G �Gi J�TE No AQ .fl tn GG-6R N TRANSITION FROM CG-6 TO CG-6R -- - = -_ `p O� s£�S�rN), N � d i EXISTING TELEPHONE LINE -- p Q-��o�N i4T 65 j R0�9p C '_ � co PROPOSED TELEPHONE LINE J L o LO m EX. 15" Ri, 01 �D I EXISTING STORM SEWER 00 z W PROP. 154 RGP PROPOSED STORM SERVER / j� Q) Z W 0 0 s� EXISTING SANITARY SERVER 3 v � PROPOSED SANITARY SEWER PROJECT INFORAIA TIO U' � c Z EXISTING ELECTRIC SERVICE PLA PROPOSED ELECTRIC SERVICE P P L STREET ADDRESS_ 1366 GREENWOOD ROAD °, EXISTING GAS LINE - WINCHESTER, VA. 22(o02 PROPOSED GAS LINE MAGISTERIAL DISTRICT = STONEWALL ' PARCEL IDENTIFICATION N0.: 55-A-199 PROPERTY LINE LOT AREA : 4.00 ACRES FLOW LINE DISTURBED AREA - FENCELINE X A Y- )F X CURRENT ZONING : RA EXISTING PORTER POLE CURRENT US,'-' VOLUNTEER FIRE COMPANY PROPOSED USE VOLUNTEER FIRE COMPANY EXISTING TELEPHONE POLE L> SETBACKS - BUILDING: FRONT: (00' PARKING: FRONT: 5' EXIST ING WATERLINE W/ TEE 'SIDE: 15 - SIDE: 5' PROPOSED WATERLINE Ri/ TEE -'� y--rT-$---- REAR: 50' REAR: 5' d EXISTING FIRE HYDRANT BUILDING HEIGHT: MAXIMUM 35' (PROPOSED 14' d 26')0 EXISTING WATER VALVE SIGNS: NONE PROPOSED PROPOSED WATER METER - OUTDOOR LIGHTING: AS SHOWN ON PLAN I EXISTING REDUCER - - - PROPOSED REDUCER OUTDOOR STORAGE: NONE PROPOSED STOP SIGN HANDICAP RAMP (CG-12) - OUTDOOR DUMPSTER: NONE PROPOSED E- DENOTES D/ CATIOUN �OgFp'�STID� NVDOT O WAI�DARO RAMP CONSTftUA N F.A.R. CALCULATIONS PARKING CALCULATIONS F-+ PARKING INDICATOR 12 LOT AREA = 4.00 AC = 114,240 5F. REQUIRED: OFFICE - 1 SPACE PER 250 S.F. LO E­ INDICATES THE NUMBER OF TYPICAL PARKING SPACES O EX. BLC>G = 10,600 S.F. ASSEMBLY WALL - I SPACE PER,3 SEATS ` PROP. ADDITION-- 11,400 5F. Z O q TEST PIT LOCATION TOTAL = 22,000 5F. OFFICE = I,950 SF. W 22,000 / 114,240 = 0.13 (FAR-) 6.6PACE5 REQUIRED a Q � O � E- Z Z HANDICAP PARKING TOTAL SEATS = 318 W Q 12ro 5PACE-6REQUIRED' . W VEHICLES PER DAY COUNT 100 � Q0 � U PROPOSED BUILDING ENTRANCE TOTAL REQUIRED SPACES = 134 Q O NJ, r--: 0 EXISTING STREET LIGHT O> > W PROPOSED STREET NAME SIGN -�- PARKING Q-+' ZHANDICAP W PROPOSED SANITARY LATERAL. CLEANOUT 101-156 SPACES = 5 HANDICAP SPACES REQ. W 0 W SANITARY MANHOLE IDENTIFIER 12 HANDICAP SPACES PROVIDED = 5 0 C�0 E- TOTAL SPACES REQUIRED = 13S " STORM DRAIN STRUCTURE IDENTIFIER O6 TOTAL SPACES PROVIDED = 139 EASEMENT LINE - Y a CENTERLINE -- - T.. 1P EXISTING SPOT ELEVATION II� TRIP GENERATION IIATA PROPOSED SPOT ELEVATION 115.1 CLASS USE VARIABLE TRIPP RATE TRIP RATE USE VPD EXISTING TREE LINE 495 RECREATIONAL PER 1,000 S.F. 22.88 23 478 Q159 COMMUNITY GROSS FLOOR EXISTING TREE 156 OAK. 15' PINE CENTER AREA PROPOSED TREE �/'r, 15' OAK 15' PINE /�/,pBT�/n VI T N L67ifd REIL�i®li SEAL C®VER S.UErr ,_. 07-06-99 PER F.C.S.A. COMMENTS Project Name: '' F 07-06-99 PER V.D.O.T. COMMENTS GREENWOOD VOLtf" , FIREC 0 07-13-99 PER F.C.S.A. COMMENTS F 07-23-99 PER F.C.P.D. COMMENTS Owner: Address. Including Zip Code & Telephone No. 12-09-02 PER F.C.S.A. COMMENTS 80440 fM GREENWOOD ROAD GREEDWOOD VOLUNTEER FIRE 8c RESCUE CO. WINCHESTER. VA22602 � MARK D. SMI H � N0.022837 (540� 662-6145 BILL SCHULLER p�C� IZo�v2 Developer: Address, Including Zip Code & Telephone No. SHEET INDEX AL SAME AS ABOVE ' Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 PROFESSIONAL SEAL & SIGNATURE DATE: 04-26-99 APPROVAL THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND 1 SCALE: N/A ORDINANCES. ANY DEVIATION OR CHANGE _ y IN THESE PLANS SHALL BE APPROVED BY�?A� l C, l% Cj DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO r CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE CAS JOB NO. 2260 s SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL - ' SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 3 s v l EROSION AND SEDIMENT CONTROL NOTES 1. The contractor must obtain a land disturbance permit from the Public Works Department prior to initiating any site grading work The proposed stormwater management pond shall be constructed during the fist phase of site development. 2. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR ro25-02-00 Erosion and Sediment Control Regulations. 3. The contractor will install the silt fence. A construction entrance will not be required For this site. The contractor will be responsible for the clean up of any and all mud carried onto Greenwood Road. 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final inspection. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authorlty. to. A copy of the approved erosion and sediment control plan will be maintained on the s?te at all times by the contractor. 7. 'ihe contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. t3. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made Immediately. 9. Sediment traps are to be removed only after upstream areas have been stabilized. Contractor must obtain inspector's approval for removal of sediment traps. SEE0 iW.2 SCA41EVULF. (To comply with Sec. 332 of Va. Erosion and Sediment Control Handbook) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs. per 1000 SF (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs. per 1000 SF (1000 lbs. per acre). 4. Seed mix will consist of 6-190 Kentucky 31 Tall Fescue and 3391. Sercia Lespedeza. 5. 16traw ,Mulch will be applied to all seeded areas at the rate of 3500 lbs. per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. PROP. SSMH }.�. "P „ 4Gravtt5 �brJ 211 orbs t `1s to ,4pprox. Location Ex. 4" Sewer (To Be Abandoned) I.A= I OAK. (not to sca le) Approx. Location Ex. 4" Sewer (To Remain) install Req'd Bend 4 Clean Out SEDIMENT TRAP COMnTATIONS TRAP NO. DRAINAGE AREA AC. STORAGE REQUIRED CU. FT. STORAGE PROVIDED CU. FT. BASIN DIMENSIONS TRAP DIMENSIONS CLEAN OUT DEPTH FT. L FT. W FT. D FT. L FT. W FT. H FT. 1 2.b 9,406 10lo33 - - 3 15 3 3 2 2 2.ro 9,40ro 9,450 63 50 3 15 2B 2 15 / T.M. 55-A-1W T,M. 55-A-184 / Greenwood Baptiet Church Bettie E. Winslow / OB. 514 Pax. 213 D.B. 416 PG. 645 Zoned: RA Zoned: RP / U60: Church Use: Agriculture Note: Contractor to Verify ' Location 4 Depth OF Ex. 4" Sewer Lateral 4 Tie Lateral Line Into Prop. MH. Approx. Location / Ex. 4" Sewer (To Remain) Sewer Esmt. Ex. Church ' \ \t t QIj t in 664. 1 \ / Ins 2 G1lY OV5'4412 02 / County Dumpster Area 1 /" \ \ s N5 Ssr•,� i t1 tt 0Ex. Concrete Ex. Gravel Prop. 5' Paved Walk LjProp. Paved Parking Temporary Dlverslon Dike o_ x-- x_ Silt Fence ST Temporary Sediment Trap UGE Prop. Underground Electric 48' LF ii5- CM?? NOTE: r t \ , t t `\ ` `\ \ In the event that the citizen's convenience LAND LEASEi�BY \ \ area is expanded in the future, Gen rewood / / �_ \ ` ` '�j, i ` \ volunteer Fire co. has agreed and will THE BOARD OF SUPERV15OR3 / � 1 '.� \ \ relocate the stormwater management pond OF FREDERiCK ! 390'x10CNTY ` \ \ \ \ \ and a portion of the parking Tot at their expense. NOTE. The contractof must contact the Public Works Department during site 7S u V.\ t development to coordinate and allow traffic flow in and ut of the citizen's `'i3 convenience area � / �37y �� l hr i• +„ t < �'yY as xc r $ t /6� ��8 \ S \ \ \ t t J ' vY+s� n, y ` .-ru :3' f• v S YY '(s."S',e�cw ,rtl b.`�!C ;i+ %� � \ t l J 3 ,�irab 7 � '�11'� ar J xn�, t ,� ♦y � `' t t( / /' ya. rJ a ti'§ <� ! 7'{�yt"t n. 7� r t z ( ?`� "`�^+' r - P'ynIt fi Y ` f ' •� Y �Qr k] C �•� i jy�j r+s ` �J r finZ£^, / / ) `Y �� � �) Y �•t 1R'iz wt ^,�>T ? Zn f J J / 0 A ` • � �,, . � . � t s�"��i� ,�> 7 � q � 4� »'tie i •. � "� cs �c ,+ c��; � _ � ` S , t t , , ' I . . - j r<i'� S LTF� � �„¢ a �_ 1 s � !.. v>• �r t\ i' � \ l � � , � \ � � , 7 / / ./ c. ,, .�iri,+4 `'' x [ - w r~i r 1s st_-•' � f ' � � Stl < 4_ /. S • ' a rs ,3� i ti a /�fi>r •� ;_tx.,. du r' t. n^e� N.r 'i'•�s,,s..Z� c �F>, 'L (��,. �,. ' � � F , t` � ��i'� � � t � , t \ .*.�: i �!;.o r.. x, . ..... '.r3,,:+t .1=>[ > ..p .s..,c Y .cK .[..,.,�.. 71 2 { s .T. t l t "; ry (4 j" �j/} 01 4n " l 10, Pine /X - 0 ! Ex. House t t / i t / t � ` „ter s/ •. - - C - =- .� Vf; ter. —� �� _�, i a z>; / Prop_ Ou000r t aaww E+' Lights Prop Addition �` ,,• 1, (Metal Buildg (nz 3 r Height -14' I 4x FF r 6'18.00 Use:Bingo Hall 'Q Prop. 5' Paved Walk air PROP. 1250 GAL. ' ,� `< • SEWER PUMP STATION INV. e TANK=6-t5.00' 71 u, r Q) t go o i Ex. but dac�r Licghk c{1 I s O4 �� 'ft I Ex. Office Area well j L 1� ,1141t ! LL Y"+ N7 ` 1 t � 4ed4ick ourtty t Water T wer t 1-115ecl to he IAG5 t t t \ t t i t� �, •�, t 1 1 t ��, l.t Q`�/��,L T AGE �t ,�{ J`ttf'• 1suF�� ��k , 1 \ 1 1 IM Not`6: Al ` Mush Be By The c t install"EW-1 1 z w W w C11 o to C\2 It Q � CO� 1 � Zx Uj C\2 W > a) r 0 W 3 0 `r' U a ~ Lo o Q) W C� 9 V) Z W ■ 0 I 0 19 LLI �0 U O Z F-1WHQ Q rn 0 N N 0 0 N a) C7 a 7q h 0 0 N 0 z Fr W W z a z WW P: IL W a W W W a 0 z W rW a to a� .fl • AX 2" PVC SCH 40 FORCE SEWER PUMP STATION DESIGN DATA ! 0 Z5 23 GALLON TANK GALS INCH FLOAT BAR LINE' MUST BE SLEEVED FROM PUMP TANK TO UNDISTURBED ► tN t " I tee_ EARTH WITH 4" SCH 40 PVC DESIGN BASIS JUNCTION BOX AS SHOWN. BPTH ENDS OF 4' I (NEMA Ill OR EQUAL TO PIPE SHOULD BE SEALED. ASSEMBLY - (BINGO NIGHT) 550 PEOPLE (FUT. MAX) i E FLOW PER PERSON 5 GAL. % SUB TOTAL DAILY FLOW 27W GPD TOTAL DAILY FLOW 2750 GPD QQ W 4" PVC SCH NORMAL DAILY FLOW RATE 1.91 GPM NYLON ROPE 40 SLEEVE PEAS( DAILY FLOW RATE (2.5 PEAKING FACTOR) 4.77 GPM EL. 676.41 PUMP DESIGN HIGH ELEVATION 682 FT, fir# ( LOW WATER LEVEL 672.08 FT. , . ., ::.Lo O EL. 675.00 �. STATIC LIFT 9.92 FT. FORCE MAIN SIZE 2 IN. FORCE MAIN LENGTH 590 FT. tJ >" CO l WATER C` 2 GATE VALVE ��� EQUIV. FITTINGS LENGTH 26.6 FT. I ,; Q zCV CO 569 GAL. .� TIGHT ��.`���i� SEAL ���� TOTAL LENGTH 616.6 FT. PUMP FLOW RATE 41 GPMj 113 2" CAM LOCK �t#a S •� C17 EL_ 673.01 ALARM 95 GAL. 2" CHECK VALVE ///`��/ FORCE MAIN FRICTION LOSSES 30.58 FT. TOTAL DYNAMIC HEAD 40.5 FT. ^ ~+•' ^ .-, x to c�v 7 EL. 6 2.68 ON /q�/ice /�\� VELOCITY 4.19 FPS 'y... {; { � o CQ G7 172 GAL. EX PUMP SPECIFICATIONS 4(j t ' W �t " EL. 672,08 OFF _Qom!/_ PUMP MODEL ZOELLER MODEL 840 GRINDERS .. �//` /l HORSEPOWER 2 HP RPM 3450 RPM VOLTAGE 240 •. 429 GAL. PHASES 1 CAPACITY 41 GPM @ 40.5' TDH an 0) to rn EL. 670.58 f PUMP AND ALARM CONTROL UNIT: r N 0 bOD American ManufacturingCo. "S" series Nema 1—indoor or equal to. q � 1 . bDS. 6" GRAVEL COOC OC pCCOp ..Cr•,Cn`0.A0.CnCAC'0 G�pCOG�b pCgpOOOO 040rhCC,.4n0 pQO pGp'�gOO�Cp00Q�J 0' 00„GnCnC(3..O..0nC6-.0.. All electrical work to comply with National Electrical Code. Hard wire electrical {7 P r050 1250 GALLON PUMP TANK DETAIL connections at Nema III junction box. Do not use piggy back plug or recepticol in Protect from80 E:1n c r . END VIEW plug type connections pump chamber. all electrical connections } { 20 corrosion by use of filler putty or chalk in the ends of conduit where wires enter (NOT TO SCALE) and exit the Junction box and alarm to be on a separate circuit. t r+ t)ea F ,,W MIrNUTr- FF-- I'- FF-- tom- 1--- Z Z Z Z Z z ° O O O O O > Q a a 1'-8• top of monhole at grode in pavwwt area unless W*reise duetted (top shot be set 24' mh. above grade in easement areas) ry W i) U U U yymad DOcidti (see note) red twddJl (see note) &Wore &kid pod 6• thick- L.r_ —sheet wrap o heal shr Inkable by ] W W W w W 8' 8 8" 8 ~ - 4 lob (3/4' di .) 0- D- D_ 0- L- e concrete 24" select boell'd 24' select bockr4l • max od)t„ n--A rings (11' rtnox ) (see note) (see rate) O.D. 1/2 O.D. • 6• sand concrete ASTVC-150 t IV 4000 2, or 18• (typ•) Cast iron cieanout cW wnRn Was& pug stone i _ Psi 1 p'anetr 301 mostit oPWed .• between joints oral on a b 0 Counter"* Yodel P t (e�CDOstone Paulo Yodel PA6SV-M (6� A (� N �T�� CONCRETE ARCH — — — -- —"- -- — - • extefior side of joints fAlshed ode O O 010 <- gentrd boc4d11 l baclddl Coe �D *0 or �a PCe spacem (see nott) brrcYed turrol fmw w ends )oints are to be stated with -0• ON go" sguare concrete 3W pad 1 see role) e ➢ �, not. O.D.O.D variable 4'-0' pipe to manhole 20'x 20•x 12' deep _ f 8' uO.D. 8' g' 8• NOTE tonneelon to be � by flexible sleeve I 4' stone � W OO y 24• wtect bockfd 24' itNct botkl4l 1. Separation of corritr pip,. from cooing pips shall be by l / maarottured steel and)/or Ptoslk cudn9 9poters invest chancier to provide a •• � trrooth trorailion to to out. 3 �• rrfrt. t' -0' max I citonovt $0R 21 Q N (see note) (set note) 2. spocas snot be placed on spigot end within 6 ixhes of coretfioo to bet them 2 spocars even►/ placed on 6Vb for of corwntdtto" 2'-0' .• --- ?i r r�r »: _j flop of bench -wall SDR 35 by r 0 1. Y O stone • • _ 6 :. 6• SECTION d ppe grout bottom of monhote ., y. to torte clorrw v D/2 ^}r d�ic_ aoma elegy. as .�-;o,,.: ., top d P00 gspoi;goott SDR 21 ed Z � Q v! r' O.D. 1/2 O.D. >•r i', : SCnES ftEDUfAED �. 1 . .a" : ' s •. ' SDR 36 Dtlf adoption ted bet 9 e (set note SDR 35 spigot b-y WRIER PPE CASK PRE 11AL >: : : - soni,ory, scow rTwin gasttted bell 45 lend see note � Pg0 caxrele 8• eoncrNt 4 or tees —12 .250 6 16 .250 a Its .375 b' beddrq :�z�;:.�_:;'=�;�c-;,,`„��;>�.�.:';,<��•i:;,:::-_>.:_�,�-��� COW -WE CRenIC CONCRETE ENCASE1fEN( 1a 20 rrs 12 24 -250 WATER SERVICE IATERIIS 14 24 -375 0) Co*g pipe ihal be SCH 40 P%C or SDR 21 NOTES : 1. Mon" settione eholl Iwo on wdemot coating of approved bitumost;c woof prooting peat to instokbon_ 2. N ad'uslmerrl elevation exceeds two inches use concrete ad' r 7 »bnM { ig& with o exteiror cool g d 6' stone bedding 15 24 .375 b) 1' 6arntla ip4» for 1' &mice (nea c) er dvMer la 2" sevee Ines i6 Munn &tic water proofing. D< rg awhole tiol" �fauulde shirmd i S W epbe�ed o NOTE :i.tlArwt length of servke lateral to exceeds o �� � � furnishedd NOTE: To be compacttd to 95% of ASTY DM mm,irntxn density. 'pipe 330 •55m 20 36 •SQ0 d) no spoters or sand fill to be idtdled pod to montlocatedrom roofs 5 Flat top casOng shot be used on shallow nwnh* (6 ft. or tens) InstoboHorm the o 2. lit top of sever main is greater than 15'. then eye and blind to be he" was SDR35. 21 36 .500 TRENCH do BEDDING Figure 1 24 36 ( for Jaya pipe use lurrel kw ) STANDARD MANHOLE Figure 12 W SEWER CLEANOUT HIGHWAY CROSSING Figure 17 Figure 3 .._ .................. : •...«._.«_,«.,,a .-..,.-.,.-_..•.•....<. A S .....«_. n 'I w W W W' E t zm Oi ° -� a i x `� H c9 �^ 'Q s i .. .._-.......__.-__...._..... ... ........_.....__ .._..__-......__...._._._..,.__.... r .__..._........__.._._... ..._......,._ ... ... .............._._... Z ... o i ......,.. �rr fix• `3 MIDI. (08� _ �.... _ P, SINE 5� , _._._._....._....._..__,._ .._. _........:_..._..._... _ _....... _..._._.._....._._ STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT � W _ V 1. SET THE sTAt� Z A TRENf�i i, E7-18.0m i 'J �/� '' O I i 7a'rrx vosno UPSWEXCAVATE UP3IOPE ALONf3 THE IlNB OF ALONG H STAKES. rn MJ O i f ', i i i t I A error am-,r Yr A y, l4�tln ate Allen fOvnywt) (l•YyC --�ct- r ~e VO1 nn QO. W a H 1"t ,.. 5G _..-. _{.. NOTE- 6° $ -- NS ALL OT AN. 5EW. I T ED PRO - ; E SIDE ELEVATION --�� pu C1, Ix 0 W 2„ i BY BORE d JACK 6' S R 35 S,qN• �,'"° �c�� � now pF' 9P� L SEWER a•..e f r f .r 1 anoruU _ 3. STAPLE FILTER NATMUAL 4. RACTFL AND COMPACT • Yv`-H F+r �i rye '� f - j , ' > � f { rd wrxSOIL ,r +K • txanio L0 31AIBS AND 131(TilllD THENN EXCAVATED Fit IT 1REtiC1f DiTO THE i1t! F � `_ ' ..i... ^W ( rraa<r E 1 Z f Z cads tedwum u � sa. rFA°r'e4 [rClett �_ / / U� i `J_ W r Z Q J ! • 11b7 caw /W ■ m I PLAN VIEW Ilu b yam— no► ; r I t r Z O l QL i -! Q , 0W Y w SHEET FLAW INSTALLATION W r- o- (PBRSPECTTVE VIEW) lh� Q N Z i i° ` ?} E X 0 SECTION A —A -Y • A A L1 11 w N i > 1' OC tU I ' i „ r X r -•rr•- e \ in t Q O u fL _.l- V Z ►� Lit I _ Q p I CL Z Z O Q W Z Q i - P011M A SHOULD BE HIf7HER THAN POW B. Z Z } o . 6, I N N I - + } > % m th 6► } } "`"' ta"p " SECTION B—B ""'r'^'°n DRAINAGESYAY 1NSTAIlAT10N (FRONT ELEVATION) DATE: 02-12— 99 _— Z j N N i i j Ili z Z l� �Q Z Z /drpltd Ir m 110(ind it d Sm sed rablie Ila 1wien is Sommat CbdMLYL Wr PIAM 30t�2 .R)fIX AaMP A= 1� tli& Stoda h (A Sn__i eroM oxf R A,. rt aYd and kc "V Plb(e .Lt11-1 W + + 2 + + 4 + rj + SCALE: lr' = 30' ''ENTEfRLINE f'�'OFILE FROF0 ED DRAWN BY: CAS FORCE 5A V (I 4FR"'r 5E WE Imo. LINE FILE NO. 2260 SCALE: P - 50' NORIZ. I" 5' PERT- SHEET 3 OF 3 EROSiON At--o SEDiMENT CONTROL MOTES I. The contractor must obtain a land disturbance permit from the Public Works Department prior to initiating any site grading work. The proposed stormwater management pond shall be constructed during the fist phase of site development. 2. All vegetative, structural erosion, and sediment control practices well be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. 3. The contractor will install the silt fence. A construction entrance will not be required For this site. The contractor will be responsible for the clean up of any and all mud carried onto Greenwood Road. 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final inspection. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan will be maintained on the site at ail times by the contractor. 1. The contractor is responsible for drainage of ail disturbed areas to sediment control measures at all times. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made immediately. g. Sediment traps are to be removed only after upstream areas have been stabilized. Contractor must obtain inspector's approval for removal of sediment traps. SEED hW3 SCHEDULE (To comply with Sec. 332 of Va. Erosion and Sediment Control Handbook) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone well be incorporated into the soil at a rate of 92 lbs. per 1000 SF (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs. per 1000 SF (1000 lbs. per acre). 4. Seed mix will consist of 615a Kentucky 31 Tall Fescue and 339.' Sercia Lespedeza. 5. Straw mulch will be- applied to all seeded areas at the rate of 3500 lbs. per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. Approx. Location PROP. Ex. 4" Sewer 55mp (To Remain) Prdp. „ 4 Gra �Jt y install Recl'd Bend Prop �„ For t Clean Out Main Approx. Location Ex. 4" Sewer (To Be Abandoned) Plug End of Abandoned Portion T1 1. 55-A-184 Battle E. Winslow D.B PG 416 .645 Zoned: RP Use: Agriculture Note: Contractor to Verify Location f Depth OF Ex. 4" Sewer Lateral 4 Tie Lateral Line Into Prop. MH. f - - GW FF o -' elechon, )�Bd'esta I N DETAIL (not to scale) SEDIMENT TRAP COMPUTATIONS TRAP NO. DRAINAGE AREA AC. STORAGE REQUIRED CU. FT. STORAGE PROVIDED CU. FT. BASIN DIMENSIONS TRAP DIMENSIONS CLEAN OUT DEPTH FT. L FT. W FT. D FT. L FT. H FT. 1 2.6 9,406 10,633 - - 3 15 E2B 3 2 2 2.6 -1 9,450 63 50 3 15 2 1.5 T.M. 55-A-1W Greenwood Baptist Church D.B.514 P3.213 Zoned: RA U60: Church Approx. Location / Ex. 4" Sewer (To Rema in) �,. 0' Sewer Esmt. Ex. Church Ex. Concrete Ex. Gravel Q Prop. 5' Paved Walk Prop. Paved Parking y orar Temp Diversion Dike IN. GRIP O ( 1 Silt Fence \ \ \ Its" al �2 C L ST temporary Sediment Trap / GU UGE P4 Prop. Underground Electric ll 02 / County Dumpster Area t / `` ` \ \ ` s 45' LF�15"1CMP lgl1\00io �� 1 NOTE: % in the event that the citizen's convenience LAND LEASER BY "" --•- { \ \ area is expanded in the future, Greenwood THE BOARD OF SUPERVISORS ! ':` t \ 0a Volunteer Fire Co. has agreed to and will / OF FREDERiCK UNTY % + \ \ \ relocate the stormwater management pond 'x10 / ` \ and a portion of the parking lot at their 39fd / .., ST �` � �� \ � R \ \ expense. . NOTE: The contracto• must contact the Public Works Department during site f n"sjt zx�� FU s �ir5t� Got +� k> 6! \ \ 6 \ \ \• \ development to coordinate and allow traffic flow in andrut of the citizen's / hr Sf�`�n @� � ,-<i "a>.. if '^ Sf � �,� ,, "•v y, ,, r5' 6 t convenience area t ! / a _yam ' �rv?t ,�> ^� t�:-• '� � � ,��^��>���' �%a`r?,� `:�`;.�Fk���+r }'..' � S - Y ,�, ,. �r;�-ih•>:. ��t"' x ' Yt f >� . b'�•tt�a�H°. vctSFC,ut �" t"'at $-. s'- � � \ j � 1 1 • �ii+ g- i � G` 2 � y fili,'�� Yc•: .nk, ss3 rl k�^"'-, _.... � ty, y„ \,- ` \ � 1 I.• ��: � ¢,>t•-KY r���."17l) ��'r $-vi��.tsh �:4',ry�, �,��'slh rch-titi-✓ "��'u',L��c :S�"S raj§/r�°�is�� y, \ A i r 11 t\ � / ,7Ytr i> y< <nt;� ,,;#y���'c ti,. 5,'ti�a r -Sc �'BbH„� r ��:aF Xc 3t_ °j�vvz�'y2T t'e. 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Outdoci�r L I hl5 €t ¢s c x ar it k e.•'s w ',� Y a'•- s „z � 1S�i � T -Y �>.. .- c:.. t z+ .•,7 '} tLt '�-.{,i: �t^x m Be Relocat d) • � ^ � ;F. , f �, r_ � 5 s e° 1'a .:i� �..t-.. '1 i y <Y 1 G�^ur�, 5 / �' / \ zk'7�F� �x / •,3;>• � Va _lL 1 1 L f � ����5 ��>� p � _ ,st - >.,. ~�� r"n a. n��S"y'�•'L''.v�v �. •4�' � \ a 2 �- ���-� Tc � t_ S t{i � f � -�` '�•fi '"f i '�h�;',zP � 'ce >vF za,�-�v..�S�Yi i { zti •{„R ri .�,£; } tQ i ! ��,e.�,•r'�.,� �sr=s;, V as � � 4.. � Q _zy?sv..� �--m; Ex. Office Area -., '�<aFta r'�,�� i 5F^t� -ram la Lit () �j �'• a I IL as ty•- w. .�•,, •{ ,t2��, r+A-. N 0 iL 1 ,�. i '_ 11- ,�, l U i 1/ I X See Deta t l ( t ;y �y �• �.a 1=5yr>'r a%+R. e?-R,,,r?.F;=),,rr- i�v i� I �L.: x. Outdoor - j r .•c> ZK2 i (h Approx. Location i"H l k 1 11 `9 � � { y 772 20' °, ill i i1i i 1,,��}} 1' 1- lehts (Typ.) h� t Ex.. 4" Sewer ,- �o� / - tE3o LA tbS f7ZA�.- L (To Be Abandoned) I ° \ ��. _ t j : •``.'•: - I7-1 slgr\ Flag Pole rop. L�`i-- ,� i`�. i �-- co `� j i �- ' _ Ex. ell g ♦ _ -�'�. 60 B.RL _ x 677 {' ' � X � �- a Portion ewer/ Prop. 2�' Orce Sewer me \ / L , _-�__ ' j � 4a_40- <a � FH -- _ 7s'� *fii- Ex.sr'a�rement- art �^ CS'4.as� j x. 8 Pia. C":ae Line C�A8� Sh nandoah Gas Go. Easeri ant. Fv 14 •�` ` �43h9p �'G.. 4��' -,•- '`""'"'.`�„� �� --'-,._._��° Sign � Cxas i"iarker --' -- .,.- ..._. `-- � f ".' _" `` •.... � •-�-.` "-�-' C�UY �bd''4r `62-'' `-- / Sign 0' Water Line Easeit 6-i6 -==- 2 .5.31ta bz0 ' N \ \ `''- one -._. - •.._ ,� .. E X. M �*' � �.,, -- ._.._ 1 � TOl^'�o81'�'�•�, a�j'�� WV ,���' `-'' �,,,..,..t.�. � �i,•.I�B�?�a ___. W INV= -1 .200 a2a ai -- 1 I `- WV S m0°10'45" W INV= b 23 I \\ _ �. Sign t 4\C Ex. 4" Lat. l ap E Q Lat. into Mk i GREENU OOD ROAD (ROUTE &Bpro) % Posited Speed Limit: 45 M.P.N. PRO?. 5^tORItG Sl-tt� 51GHT DISTANCE 300' 1 450' SIGHT DISTANCE 450' 450' + FUTURE kr -ham pit'.- 0� 1 i t, Y i y ` J / ' Parking Setack Approx. Location l` B Ex. 6" ater Line i hone./ "1/0 4 ,. , - g45 MKR O1JY 0WV - PF 650' TO INTX. OF ROUTE 65-1 T.M. 55D-((i))-34A Thomas C. Glass Common Area "A" Country Park Home Owners Assoc. D.B.5i8 Ps.I Zoned: RP Use: Common Area T.M. 55-A-201 Orrick Cemetary Co., inc. 0$.331 PG.li9 Zoned: RA Use: Agricultural Nbp, Sl4N iv FT fZP,,\ qj�lwi V Z W W Z Z W C%2 o to Cq It m � iS a� to `° Z x'_ to Cq to Cq °' �- o W �, CDh w 0, In Cn Q) O 9 0 g w v� ~ � 1 W w l z _ y 0 0 5Viw abxr w -X 3- i - �- l\J X N W O O UjCN 0 0 0 LIA ic LLI O cc 1-a ��� oW W" a Q 0 W - �D O v ` Q Q O r:�C U) Mj a0 C) f� ®0 (� W O O 00 Z Ul la cc DATE: 02-12- 99 SCALE: 1" = 30' DRAWN BY: CAS FILE NO. 2260 SHEET 2 OF 3 Wd 9���E�E 94(G l(l-dll�a-M-M FRED'RICK COUNTY -`L - F%,-LC � D � "ENT WH I Q'PO* I I QO/QIQ --A I I *** NOTE: THE PURPOSE OF THIS PLAN IS TO SHOW REVISIONS TO PARKING SPACES, SIDEWALK, UTILITY POLE, AND FIRE HYDRANT. SEE ORIGINAL SITE PLAN PREPARED BY GREENWAY FOR OTHER INFORMATION. PARKING CALCULATIONS REQUIRED: OFFICE — 1 SPACE PER 250 S.F. ASSEMBLYHALL — PACE PER 3 SEATS LL 1 S OFFICE = 1,950 S.F. 8 SPACES REQUIRED TOTAL SEATS = 378 126 SPACES REQUIRED TOTAL REQUIRED SPACES = 134 HANDICAP PARKING 101-150 SPACES = 5 HANDICAP SPACES REQ. HANDICAP SPACES PROVIDED = 6 TOTAL SPACES REQUIRED = 139 TOTAL SPACES PROVIDED = 158 GAS Gas Mark TM #55-A-192 Greenwood Baptist13 Church DB 5 2 14 P g Zoned RA Use: Church c AN W I♦ 1 a 0 0 a J a W i Sign 0 GUY County Dumpster Area LAND LEASED Y THE BOARD OF SUP RVISORS OF FREDERICK UNTY 390'x10 NOTE: The contracto must contact the Public Works Depart ent during site development to coo dinate and allow traffic flow in and ut of the citizen's convenience area. H:::> ><ti �11.:, a .: . «...,... a�\ <x : �ax"�<:xsiiX< T� n >X R '1 :.. ��LProp. Outdoor i L hts T ( YP•) r m k <;> PAddition Prop Add t o no a rY;�•.a p O Metal Buildi ng 9 a. He i ht —14' 9 €<$ •: a _ Use: Bingo Ha ll 00-1 w2 PP#N54472 "_. Pro 5' >. Pave ed Walk �a. t':iQY PROP. 1250 L. ....:::.:... SEWER R PUMP STATION AI ON V. � BLD G. 675.20 :r — r — INV.A — T N K 67 5.0 0 R t; F'I111 q. a� 0 oz 4 12 x� I✓ ;...:fit„ T O Ex. Outdc o M To Be F 'W m o o L� � ! _a M in ell : (TBA) le O N 0 m0 O 0- II i M d 20T^wmLi Light; ocated) 0: i v— O : O 00 v-0o o U)Do or-i N� Ex. Office950 sfrea L �� I_rnCD rn II ��M rn � Ln � � I I C-4— `— L� ,NLL-Ln 0)i =i x. Outdoor 104.7' Lights (Typ.) T c a) _.J ' C o� o °' 60' B.R.L. - X o.- a Qw Ex. Pavement 15' Sh nandoah Gas Co. Easement 0' Water Line Easemen WV S 00 GREENWOOD ROAD (ROUTE 656) Posted Speed Limit: 45 M.P.H. GU �QQ N 5 7 FUTURE OWV OWV RELOCATED PP#N7,2127 LINE E:]Ex. Concrete Ex. Gravel Prop. 5' Paved Walk Prop. Paved Parking Prop. Underground Electric Frederick County Water Tower Leased to the FCSA EX. GRAVEL ACCESS ROAD • All Pavement Markings Note. a � 9 N Mu st Be Perpetually Maintained By The Owner. M O �rn Parking Setback 'Approx. Location Ex. 6 Water Line Telephone Pedestal GAS MKR o,.,, PP 1650' TO INTX. OF ROUTE 657 TM #55D-1-34A Thomas C. Glass Common Area "A" Country Park Home Owners Assoc. D B 578 Pg 1 Zoned RP Use: Common Area TM #55-A-201 Orrick Cemetery Co., Inc. DB 337, Pg 179 Zoned RA Use: Agricultural WV L H 1 0 F P L i MICHAEL M. ARTZ No. 1513 5 a 5 '9 0 N SU VE R 0 • LU Or— LL- 071 LU Q LU © O v ® (.1J ZhL Z H DC LU ) �L Ime � LL- R nU to c, Artz and Associates, PLC ' A Subsidiary of Va11eyA Subsidiary of 8nttineerina, PLC LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccadilly Street WINCHESTER, VA 22601-4740 TEL 540-667-3233 FAX 540-667-9188 TOLL FREE 1-800-755-7320 JANUARY 10, 2005 SCALE: 1 It= 30' PROJECT #20717 SHEET 1 OF 1 WV) Q:A0: L L QnlQ/Q - -11 1 '0