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HomeMy WebLinkAbout10-19 Site PlanGENERAL 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 based on a minimum CHR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the 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 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. UTILITY CONTA CTS Water/Sewer: F I2E.r a}2 I C/i-- N 47 t=-�?_ - - - - - -- _332 .- - - - -" - P.O. Box 1877 INDEX CONTOUR Winchester, VA. 22604 PROPOSED (540) 868-1061 Phone: G•<77MCess EDGE OF PAVEMENT PC,) �X �O2_I`lf PROPOSED }tel ll\ 4a��1 PH I,& • Vim• 19 I-Tco PROP E/P e s Power: J�'`�� MISS UTILITY 1-800-257-7777 tt ll _ _ _ -T _ _ EX __ _- - t='O �Ox Z� CURB AND GUTTER t�T• C�,a.y.IfTjQ�, v,Q. • ZZ�F•1 O a I- F24-0-4.iE0 -olll Gas: Shenandoah Gas Co. Cis -6 TRANS. CG -(OR P.O. Box 2400 FROM CG -6 TO CG -6R Winchester, VA 22604 OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG.. (540) 869-1111 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 ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. VDOT 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 govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction 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. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. V18. Final location of CG -12 Curb Ramps shall be determined by VDOT Inspector. FIRE MARSHALL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. APPROVAL BLOCK APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. LEGEND EXISTING INTERMEDIATE CONTOUR - - - - - -- _332 .- - - - -" - EXISTING INDEX CONTOUR - - - 330 --- PROPOSED CONTOUR 40 EXISTING EDGE OF PAVEMENT -------- EX E/P - - - PROPOSED EDGE OF PAVEMENT PROP E/P e s EXISTING CURB AND GUTTER _ _ _ -T _ _ EX __ _- - PROPOSED CURB AND GUTTER PROP r -4G O a PROPOSED REDUCER --- ---- STOP SIGN Cis -6 TRANS. CG -(OR TRANSITION FROM CG -6 TO CG -6R DENOTES LOCATION OF STD VDOT EXISTING TELEPHONE LINE --- PROPOSED TELEPHONE LINE - EXISTING STORM SEWER x_15 RCP .. w ...".... ....v= ... m EXISTING FENCELINE 15" RCP PROPOSED STORM SEWER--_! -�-- EXISTING SANITARY SEWER - - - - - - PROPOSED SANITARY SEWER -%F iTV W e s EXISTING ELECTRIC SERVICE -------- -- -- PROPOSED ELECTRIC SERVICE -y�'Y----.�- EXISTING GAS LINE - PROPOSED GAS LINE - PROPERTY LINE EX PARKING CALCULATIONS FLOW LINE .. w ...".... ....v= ... m EXISTING FENCELINE CHURCH: I SPACE/3 SEATS EXISTING POWER POLE 250 6EATS/3 = 833 USE 84 SPACES EXISTING TELEPHONE POLE (j EXISTING WATERLINE W/ TEE - -- ko -n- PROPOSED WATERLINE W/ TEE W 1 SPACE REQUIRED -%F iTV W EXISTING FIRE HYDRANT I3 EXISTING WATER VALVE -- - -- w-3 - --- d- -• - PROPOSED WATER METER m EXISTING REDUCER O a PROPOSED REDUCER --- ---- STOP SIGN a HANDICAP RAMP (CG -12) (ITS; 9cm� 20' DENOTES LOCATION OF STD VDOT OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG.. CG -12 AND/OR JURISDICTIONAL ANY PROP. LIGHTING SHALL STANDARD RAMP CONSTRUCTION SHIELDED TO PREVENT GLARE PARKING INDICATOR ON R/W t ADJ. PROPERTY INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 TEST PIT LOCATION HANDICAP PARKING (`ti VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE�� _ EXISTING STREET LIGHT -- PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT I SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE X X 125 15" OAK 15" PINE OAK s EINF r, VV l `�1 VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION PARCEL IDENTIFICATION NO. TAX MAP &3 ((A)) 4E STREET ADDRESS: TOTAL AREA: -50AG ES [©i_lcj BUILDING HEIGHT PROJECT AREA: � iBr MAXIMUM = 35' 12ISTURBED AREA: 32i-AG-RESPPROP. HEIGHT = 15 CURRENT ZONING: RA's t�•�E CURRENT USE: EX. CHURCH PROPOSED ZONING: vA�s3R06i'�FRAitER c`%�1�12 PROPOSED USE: CHURCH BUILDINGS SETBACKS: REQUIRED PROVIDED EX PARKING CALCULATIONS FRONT: &0' 121.1' REQUIRED: SIDE: 501/100' 139.1' CHURCH: I SPACE/3 SEATS REAR: 501/100' 3393' 250 6EATS/3 = 833 USE 84 SPACES PARKING SETBACKS: FRONT: 5' 49.&' OFFICE: I SPACE PER 250 SF SIDE: 5' 55.8' 1 SPACE REQUIRED REAR: 5' 355.3' 85 SPACES REQUIRED GROSS FLOOR AREA YOUTH ROOM: NO PARKINCs REQUIRED SUNDAY SCHOOL TRAILER - 864 5 _ IV�.&::,OVC� �- -i% PROVIDEI9 O a Z � NO NEW SIGN REQUIRED 2 0 H EP J HANDICAP SPACES REQUIRED: CFS PER ADA = tSPACES HANDICAP SPACES PROVIDED. (ITS; 9cm� 20' (i���� sPACEs OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG.. (I VAN ACCESSIBLE SPACE) ANY PROP. LIGHTING SHALL ix C CD SHIELDED TO PREVENT GLARE ON R/W t ADJ. PROPERTY OUTDOOR STORAGE: N/A LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED LANDSCAPING NOT REQUIRED NOTE: ALL UTILITIES SHALL BE UNDERGROUND NOTE: OCCUPANCY PERMIT LUILL NOT BE ISSUED UNTIL ALL APPROVALS AND AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE WELL AND SEPTIC SYSTEMS. INSPECTIONS DEPARTMENT NOTEDE�ARTMENT NOTE. I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, USE GROUP A (ASSEMEsLY) OF THE INTERNATIONAL BUILDING CODE/2000 OTHER CODES THAT APPLY ARE ICC/ANSI A 111.1-98 ACCESSIBLE AND USABLE FACILITIES. SIGNATURE DATE 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED ARCHITECT/ENGINEER TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET v CLASS USE GROSS SF N0. OF EMPLOYEES TRIP RATE VPD PA( [ CARPER Project Name; Project Number: 560 CHURCH 7,125 9.49/1000 SF 67.8 1r2 .1 cr �° N W L I F E C H 15 T f AN C HU C H � �efgiga�firsaaBfgepNi� �^ eke ids Magisterial Distrlct; Date of Plan (Month, Day, Year) TOTAL 68 SHEET INDEX 1 COVER SHEET-fNEarJ- 2 SITE PLAN WITH REVISIONS PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Owner; Address, Including Zip Code & Telephone No, 2930 MIDDLE ROAD THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 22&03 (540) 123-9133 Developer; Address, Including Zip Code & Telephone No, 2930 MIDDLE ROAD THE TRUSTEES OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 22603 (540) 123-9133 Engineer Certifying Plan; Address, Including Zip Code & Telephone No, q-1 V 1our2a�l DATE: eAlFJqL, �Ojq DESIGNED BY:� CHECKED BY: `r JOB NO. SHEET I OF 2 i O a Z � Q� h ix C CD W _O UJ Q W _4, DATE: eAlFJqL, �Ojq DESIGNED BY:� CHECKED BY: `r JOB NO. SHEET I OF 2 Notes: The new parking spaces at the gravel oarkine area shall be a "T"1�0 L �� AJC. 9�-it t� �, �� o, to J ► � a �' _ . (.• .-per /&��+��.`j /yam/� y�Y.-1, `e . .:.. � �_ �• �y�yyT-^-'0.^"¢^�'�+�' 79-�•-�-��}4aw'y-1yr��.� 9 1,0400 `_: -. /•.P4.'.`._l 1 L'^l�.l�ih.l lit J� sii�M' reg new trees required and provided,` ;� • u 1 oeR ►A & ,!. a ='� _ IPA MRS N14-5 ' Mesx E't�'ILt k-r�► .. A �', 4t:; �2d -o" 40 1 RUBBER HOSE GUY WIRE 72 GAUGE TURNBUCKLE ^I TREE WRAP WITH 509. OVERLAP • FLAGGING TAPE ON EACH WIRE . �. 2" DOUBLE SHREDDED HARDWOOD MULCH/V1 SAUCER PLACE TOP I/8 OF CS ROOTDALL ABOVE FINISH GRADE UL 3 STAKES BACKFILL � � ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR V, REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL (PLANTING DETAIL - TREE$ OVER 2-I/2" CALIF I=R � —� � v NOT TO SCALE) n L LANDSCAPE: LEGEND KEY IsymBOL MOTANIGAL NAME I COMMON NAME SIZE INEIGNT) I QUANTITY L5 ® LIQUIDAMEiAR Sweet Gum y.1/2u cal. 'T^' etyrraciflua -----V 9 . 'u` . TP, r-_ -- C — M APPITION PAIS L CARPER Certificate Hrp c p 17626>i ,� too iJTs. ,G.{ZC+L �xhaT c.HuroN !DATE: Am -7-.1. q0Eal SCALE: AS NOTED QESIGNEA BY V;I O FILE NO. J,V &WQ•7' '1^iTCFY•�• :est l 0!f; IS ` `T• N'Yq{°Y T'r' � ! �!M. �— .R'n�'T? +M M we. .:��� vA �dr;Yti f�:1.^RRR.41 !1� T.1"t}�w� •wti �,IN L 'T^' _,. ...n -- 44Sk.11"T ur VAC,cWI' ug/h, ur 4Q ` 80 ; .ate. ate' too iJTs. ,G.{ZC+L �xhaT c.HuroN !DATE: Am -7-.1. q0Eal SCALE: AS NOTED QESIGNEA BY V;I O FILE NO. 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