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049-98 Hayfield Assembly of God - Gainesboro - Backfile (2)
m N m 0 0 N cn a F- 0 a 0 N 0 0 GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY ffAP EXISTING INTERMEDIATE CONTOUR - - ~ - 33 ..- - -- SCALE 1"=_ 2000'j L o � 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR -"-" -�---- -330 INDIAN g N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion HOLLOW C-7 �, o Ni00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 SCHOOL '4 LU v :c � rn 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 P P P P PP P Y applicable. In the event of conflict between an of these standards, specifications or PP y p plans, the most stringent shall govern. _ EXISTING EDGE OF PAVEMENT04 _ __ EX E/P _ i PROP E/P C/g 0 �e J �' I I _ > I- C14 relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT EX C&G ROUrJIT ��® _ L `n Control Handbook. V2. All construction shall com I with the latest U.S. De Department of Labor Occu Occupational comply P P EXISTING CURB AND GUTTER -- -- - -_ __ w __ __ _ _. _ U1 �o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G _ >20UT'E 5® r a� (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER uS, _ _ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R ® / �. GaF' RUN �. , `n 3 < required under State law. q shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, traffic flaggers be in VDOT TRANSITION FROM CG-6 TO CG-6R _ __ :_ _ - _. __ _ _,.. - - - _'... . rn r all control must certified accordance with s 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held y, 994 or latest edition of Road & Bridge Specifications, Section 104.04-C. January, 1 ( ) g p EXISTING TELEPHONE LINE ----- -- - --- -- / � `9 i o c �, >, with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T ��� W .1 B '� j (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may 9 9 9 Y Y EXISTING STORM SEWER " EX. 15 RCP �_ i RT 3 i z 1 c w (n v responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. �-- __ _,_� / C Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. �15" RCP PROP. � �° V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER PROJECT INFOR�YIATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER Control Devices MUTCD . ( ) arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE -------n---------- contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing STREET ADDRESS 5118 NORTHWESTERN PIKE embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE P P GORE, VA 22ro31 Z 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------- --�=-- - -- MAGISTERIAL DISTRICT : GAINESBORO 4 F than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. insp inspection. PROPOSED GAS LINE 39-llA))-3� PARCEL IDENTIFICATION` NO. 4 36A V) 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the LOT AREA 3.053 AC W on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE DISTURBED AREA 035 AC in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02. FLOW LINE - CURRENT ZONING RA 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore access to other properties affected by this project shall be maintained CURRENT USE RELIGIOUS be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -.- --------------:---__;.......,_..;.__.,-„._..._.._..k .__W._..__�t......_,_... 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -aPROPOSED USE RELIGIOUS one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during A , SETBACKS - BUILDING: FRONT: 60 (PROP 118 ) and at the end of construction. EXISTING TELEPHONE POLE �;�) 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to SIDE: 50' 4 100' (PROP 50' 4 45') enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE ---------- - --- -' E l - - ---- REAR: 50' (PROP 50') W whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W -w / TEE WE TT W BUILDING HEIGHT: MAXIMUM 35 (PROP 20 ) Q condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. An unusual subsurface conditions encountered during the course of construction shall be Y g EXISTING FIRE HYDRANT k:I SIGNS: NONE PROPOSED Q sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q g Y 9 PP Y EXISTING WATER VALVE �V-�_� ---- - - --..� __ _._.__,_ _._ _ .�_ OUTDOOR LIGHTING: BUILDING MOUNTED 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m standards and specifications of Frederick County - Winchester Health Dept. prior to placement of fill. EXISTING REDUCER OUTDOOR STORAGE: NONE PROPOSED 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN F.A.R. CALCULATIONS PARKING CALCULATIONS prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width P P of any dedicated street right-of-way. At the direction of VDOT Inspector density tests HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT -_ �:, _r- '�� LOT AREA = 3.053 AC - 132,S88.68 S.F. REQUIRED: 1 SPACE FOR EACH 3 SEATS ��' 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND[OR JURISDIC11ONAL EXISTING 1 STORY CHURCH = 2080 S.F. EX SEATING = 1&0 > result of his construction project within or contiguous to the existing right-of-way. letters from involved Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. STANDARD KAMP CONSTRUCTION PARKING INDICATOR Al2 W/BASEMENT = 2060 SR PROP SEATING, = 60 PROPOSED ADDITION = 3,18S S.F. TOTAL = 220 >_ 18. When grading is proposed within easements of utilities, of permission all companies g g P p P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES W/BASEMENT = 3,1813 SF. E- must be provided. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TOTAL - 13,338 S.F. 220 / 3 = 13 SPACES REQUIRED Z and further where determined necessary by VDOT Inspector. TEST PIT LOCATION EX SPACES = 81 EXISTING I STORY HOUSE = 1,960 SR SPACES REMOVED = 29 �D O 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. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C EXISTING PAVILLION = I,980 S.F.TOTAL = 52 TOTAL = 11218 SF. ,--, shall meet VDOT minimum design standards and is the developer's responsibility. p 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PROP SPACES = 21 ® E-4 in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 11,216 / 132,588.68 = 0.13 (F.A.R.) TOTAL SPACES = 13 x engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. LANDSCAPING CALCULATIONS HANDICAP PARKING Z E- O Q at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved Ian. ( ) Y Y P PP P V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement �, _ I TREE PER 40 PAGING PERIMETER 51-15 SPACES = 3 HANDICAP SPACES REQ. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an basis. EXISTING STREET LIGHT%' TOTAL SPACES PROVIDED = 3 PARKING PERIMETER = 285' a Q proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT 285 / 40 = 1.1 TREES REQ. TOTAL TREES PROVIDED = 6 N C 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating TRIP GENERA TION DATA SANITARY MANHOLE INDENTIFIER E- 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 O W �4 ~ STORM DRAIN STRUCTURE IDENTIFIER U� � Q in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. > r^ WEEKDAY SUNDAY `� 1 560 CHURCH 560 CHURCH EASEMENT LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ - RE: VARIANCE #018-98 OF HAYFIELD ASSEMBLY OF G r OD; P.I.N. 39-A-36 � Water/Sewer: Frederick Co. t Winchester Health Dept. North Kent St. 5.11 PER 1000 SF. 36.63 PER 1000 S.F. &k&S S.F. / 1000 = ro 669 ro,669 S.F. / 1000 = 6.6ro5 C311 CENTERLINE - - Your Variance Application, #018-98, has been approved as requested for a 55.5-foot north side yard p M MISS UTILITY 1-800-257-7777 Suite 201 Suite ro.669 = = 60.15 VPD 6.6ro9 • 36-63 = 244.28 VPD EXISTING SPOT ELEVATION 12.0 variance for an addition to the church. The property is located at 5118 Northwestern Pike, and is (540) 722-3480 + identified by Property Identification Number 39-A-36 in the Gainesboro Magisterial District. W Z PROPOSED SPOT ELEVATION 7151 � EXISTING TREE DRIP LINE - _,_�. - ,._.- - f- ..y __^ ' - Sincerely, �I EXISTING TREE f ,��f, 5' 15" OAK F="-a 15" PINE 77� OAK PROPOSED TREE Michael T. Ruddy Planner II SEAL CO PER SHEET Project Name: OF GOD Owner: Address, Including Zip Code & Telephone No. r 5116 NORTHWESTERN PIKE o MARK D. SMITH HA"rFIELD ,455E1�5LY OF GOD GORE, VA 22631 811-1443 No.02287 � II + O.�,C�' Developer: Address, Including Zip Code &Telephone No. I �s16 SHEET INDEX L SAME AS ,4801 E Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY WILL LANE COVER SHEET SHEET 1 of 3 GREENWA'r ENGINEERING WINCHESTER, VA 22roO2 PLAN SHEET 2 OF 3 (540) 662-4185 DETAILS SHEET 3 OF 3 PROFESSIONAL SEAL & SIGNATURE j APPROVAL -o G! - 9� ':i l :, DAIT: 1/15/98 CONFORMANCETHESE PLANS ARE IN m COUNTY OF FREDERICKSSTANDARDS AND �-* - A ORDINANCES. ANY DEVIATION OR CHANGEtCALE. _ IN THESE PLANS SHALL BE APPROVED BY Z THE ZONING ADMINISTRATOR PRIOR TO DESIGNED BY - CONSTRUCTION. ZONING ADMINISTRATOR DATE AS * 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 SHEET I OF 3 0 z NOTE: VARIANCE #018-98 ON P.I.N. 39-A-36 ON AUGUST 18, 1998 THE FREDERICK COUNTY BOARD OF ZONING APPEALS APPROVED THE REQUEST FOR A 55.5 FOOT NORTH SIDE YARD VARIANCE REDUCING THE SIDE YARD FROM 100 FEET TO 44.5 FEET. T.M. 39 - OA - 44A SHARON GROVE KELLY HERSHELL E. KELLY DB. 575 PG. 473 ZONE: RA USE: AGRICULTURAL T.M. 40 38 fir, REV. IRVING B. HOWARD MARY LOUISE HOWARD DB. 375 PG. 642 ZONE: RA USE: SINGLE FAMILY RESIDENTIAL —SUBURBAN S 35'50'00" E 468.25' FRM 7 13LO -- - ------- TPFE _�NF_ fir... 4- T Al� • PIP N50610 TO 8 RELOCATED 50' B. R.L. TJU. 39 —36 BASKETBALL HAYFIELD 00 BASKE GOAL PROP PA ED PARKIN( L_._,HAYFIELD ASSEMBLY Or 'G OD:� 00 3 TO BE RELOCATED 6" B SE 21 —B V DB. 327 P G--.,,-6 8 5 2" ASP ALT SM-2A ZONE: RA USE: RELGIOUS iEX TREtS TO cr_ REMAIN i I A IF TIE TO EX. SEWER a- INSTALL CO w EXISI[TING tPACES I PO TO "BE REMOVED 45* BEND 001 PROP 4 SEW 6 INSTALL CO PAINTED TRIPING (TYP) 45! BEN D o) N'v C,4 PROP OSED 29.50l tx ADDITION PORTION OF`-. Z' FF = 100.00 EX SEWER TO BASEMENT 91-63 BE REMOVED f f COVERED 46.5' ENTRY U0f •,F r 22 _7 'N\ NOTE. IF RIVETING ENTRANCEIS VELJNG PAVEMENT EELJNG, ETC. VD.O.T. MAY REQUIRE' POVERLAYMENT ��OM SIGHT EX RTE 50 E.P. DISTANCE BACK To R/W LINE 7001, T.M. 40 - OA - 39 ROBERT H. & PAULINE R. KIEL DB: 476 PC. 745 ZONE: -RA USE: SINGLE FAMILY RESIDENTIAL —SUBURBAN T.M. 39 36A F 0), HAYFIELD ASSEMBLY OF GOD DB. 456 PG. 553 104 ZONE: RA b USE: RELGIOUS NOTE: HIGH WATER ALARM TO BE PLACED IN BASEMENT. AMERICAN MANUFACTURING MODEL Al OR EQUAL TO. AUAMM rLVAI PROP RISERS :4 SEE DETAIL NILMA SHEET 3 JUNCTION BOX I El z I Twa 9N - 11250._,Q�� 60' B.R.L. uj SEPTIC TANKS TOP 83'36 8 -Y NOTE: q;, THE CONTRACTOR WILL BE REQUIRED TO KEEP d ROADS CLEAR OF ANY AND ALL DEBRIS DURING tHE DEVELOPMENT. A 'CONSTRUCTION ENTRANCE MAY BE REQUIRED. + 82-d N 36*3 '07' W 202.73' 1_4 U) PO PROP FIN OAK (4 TOTAL) OPROF RED MAPLE (4 TOTAL) NOTE: NOTE: ALL PROPOSED TREES TO BE A LAND DISTURBANCE PERMIT WILL Bt, A MINIMUM OF 2" - 21/2" CALIPER REQUIRED PRIOR TO ANY GRADING AT TIME OF PLANTING OPERATIONS. NGTF-- 1.-,, V.XrO.T. IS NOT RESPONSIBLE -�-- FOR CONSTRUCTION OR MAINTENANCE OF S.W.M. POND NOR LIABLE FOR IT IN ANY WAY. +79 2. STORMWATER POND TO BE INSTALLED PRIOR SW. M. 79 TO ANY SITE GRADING POND llpo 7()5 + . RIP RAP pp �BERM 15' HIGH 79 go°V I L AY —3 M -S**-i ELEV s 81.00 + 82e bo 789 9- N 32'7-1' 141, 9 14 EXISITING SPACES 'IJ-1 w TO BE REMOVED SIGHT DISTANCE 600'. 1 I — f\l. buo ------- 7300 V.P.D. (1996 VDOT) w 0 Z 0 z v=4 Lu OD Eel U) e,4 Nt, W z z 0I C) Ix z r-4 �17 p0 0 cn > DATIE: 1/15/98 SCALE: I " = 2 0' DESIG14ED BY. 45 SHEET 2 OF 3 >�OB�o�O00n00�0on00�p000`nooDOon00�oo`?o 0�0o6'0 ;�p�o�o�000cOo_��OOo�o�Oono0o - P� n-<)OnOneO0 0o-----n---0-0, 6" COMPACTED GRAVEL 2 - 1250 GALLON SEPTIC TANK DETAIL Erosion and Sediment Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff Calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless Contained within an adequate temporary or permanent Channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during Construction shall be protected so that sediment -laden water Cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving Channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month penod, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be Complied with. 17. Where Construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner. 1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and b) All previously constructed man-made channels shall be analyzed by the use of a ten-year stone to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and c) Pipes and storm sewer systems shall be analyzed by the use of a ten- year storm to verify that stormwater will be contained within the pipe or system. c.lf existing natural receiving channels or previously constructed man-made Channels or pipes are not adequate, the applicant shall: 1) Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or 2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; or 3) Develop a site design that will not cause the pre -development peak runoff rate rom a two-year storm to increase when runoff outfa(ls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or 4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS vR 625-02-00) Seediny- Schedu-iL ( per section 3.32 ) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 lbs per 1000 sf ( 2 tons per acre). 3° Fertilize with 10-10-10 at a rate of 231bs per 1000 sf ( 1000 lbs per acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emt lsfied asphalt applied at a rate of 200 gallons per acre. c.o 0.25' 1992 3.18 PIPE OUTLET CONDITIONS 4 IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a J o e - I 19, 11 d T � SECTION A -A FILTER CLOTH KEY IN 6--9 RECOMMENDED FOR ENTIRE PERIMETER 3d0 (MIN.) 'IPE OUTLET TO WELL iEFINED CHANNEL - I d TU SECTION A -A 7- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER. NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC III - 157 J J W Q < IK W W l�I W W W W lK l�'� m VARIABLE SHOULDER Z TAPER 1/4 --TURN LANE 3�4„ / EX GRADE'� � � �� � PROP CzRADE SECTION 4-,4 _J 0 W (L Q W �\ \\\" \\\,\� X XN\," \\\\� X Plate 3.18-1 1.5" SM-2A 5.5" BM-2 10" 21-B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) _T I I 4 �- I 8 8 CPR4DE TOP 5E1 1-1 I + r I I u Z- -�- RIP RtXP�°a 8 TOP SPIT LWAY MP 0 j�,9c _ r, - u G F' EX CzRaD� i _ 1 4 I EX 24, k J-4-- i ' fir, ?r,7 40 50 SCALE: I" = 10' NORIZ P = 5 VERT 1992 SILT FENCE CULVERT INLET PROTECTION ENDWALL s L TOE OF FILL a SILT FENCE ° * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL, STONE COMBINA TION FLOW «, VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED: Source: Adapted from VDOT Standard Sheets and Va. DSWC III - 49 1992 I RIPRAP Plate 3.08-1 3.05 CONSTRUCTION OF A SILT FENCE (WI THO UT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 1. 6' MAX. II lilt FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. �/ FLOW - I SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) _ I rrnw I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant III - 25 4" Plate 3.05-2 0 7 LU LU Z a eq III eq Go LU z Q 00� W X � r w Z. C'3 V4 c) W U) W Q Q Q DATE: 7/15/98 SCALE: 1" = 20' D ESI CNED BY- AS SHEET 3 OF 3 n co Ci m 0 0 Q, a 0 a 0 CV CD 0 0 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR 33 _ -- -- - `- r SCALE 1 "=_2000' o 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR -330 INDIAN � � N `t I County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion HOLLOW �j Cog a) o N N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 SCHOOL '� � o 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, to issuance the site development The approval of these in no way applicable. In the event of conflict between an of these standards, specifications or pp Y P EXISTING EDGE OF PAVEMENT -__ �_ EX E/P _� _� - y J I }� 0 N > must be provided prior of permit. plans P P P P PP P Y plans, the most stringent shall govern. PROP E/P U.g 0 W _ relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ROUT SITE 4-i��l'�IELD o Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational2E P Y P P EXISTING CURB AND GUTTER ,.. __ .. -__ _-.4EXuC8cG_. _, ._._ .A .__ -.w ._- $0 :< U o +? c N 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G �. '` ROure 50 FUU �J c p w4- -c `n (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER US, �.. - this Ian does issuance of an entrance b VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, P P Y� CG-6R _ \ RUN ® / GcAP C-U Ln 'c °' Q �- LL_ 4. Approval of not guarantee permit permit PP P 9 P Y P required under State law. 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 TRANSITION FROM CG-6 TO CG-6R _ _C_G-6 __ _ _ __ _ - Y - - - - w - _ . - - - - � / rn 5. " The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. Y� EXISTING TELEPHONE LINE - ---- -- / � c with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation Design features PROPOSED TELEPHONE LINE T T RT 143 0 i �� �o (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. relating to construction or to regulation, control and safety of traffic may EX. 15" RCP i w cn �� responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER _=� - -- - --- --- - - - -- / � Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP LL_ V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE -- - -F- --- --- contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. Contractor shall notify the local VDOT Residency Office is to begin for PROPOSED ELECTRIC SERVICE P P STREET ADDRESS EM6 NORTHWESTERN PIKE GORE, VA 22631 Z embankment. when work or cease 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE MAGISTERIAL DISTRICT GAINESBORO 0 than 10 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y 9 9 PP Y inspection. PROPOSED GAS LINE PARCEL IDENTIFICATION NO. 39-((A))-36 s 36A V) 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the LOT AREA AC > W on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE 053 DISTURBED AREA 35 AG in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE CURRENT ZONING RA 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained CURRENT USE RELIGIOUS be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE - k------;-_ �..__:..__t.__.____�.__ _��____ 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PROPOSED USE RELIGIOUS one litter receptacle shall be provided at the construction site. P P V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during L , SETBACKS - BUILDING: FRONT: 60 (PROP 118 ) 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE t_; SIDE: 50' 4 100' (PROP 50' 4 45') entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE REAR: 50' (PROP 509 W whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. / �� PROPOSED WATERLINE W TEE Il T o '" w BUILDING HEIGHT: MAXIMUM 35' (PROP 20') ~ Q condition at all times. 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT SIGNS: NONE PROPOSED sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -- --..-__,;_.._ -._--___.____ _.__ OUTDOOR LIGHTING: BUILDING MOUNTED 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m standards and specifications of Frederick County - Winchester Health Dept. prior to placement of fill. EXISTING REDUCER OUTDOOR STORAGE: NONE PROPOSED 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER '� w contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN �" F.A.R. CALCULATIONS PARKING CALCULATIONS prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width P P of any dedicated street right-of-way. At the direction of VDOT Inspector density tests HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT -� �, .-- =� - LOT AREA = 3.053 AC - 132,g881o8 S.F. REQUIRED: 1 SPACE FOR EACH 3 SEATS 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 STANDARD KAAND1OR JURISDICTIONAL CONSTRUCTION EXISTING 1 STORY CHURCH = 2,880 S.F. EX SEATING = 1&0MP `� > result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT PARKING INDICATOR Al2 W/BASEMENT = 2000 SF. PROP SEATING = 60 PROPOSED ADDITION = 3,18g S.F. TOTAL = 220 approval. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES W/BASEMENT = 3,18g S.F. E-1 must be provided. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TOTAL = 13,338 S.F. 220 / 3 = 13 SPACES REQUIRED Z and further where determined necessary by VDOT Inspector. TEST PIT LOCATION YY/� EX SPACES = 81 EXISTING 1 STORY HOUSE = 1,960 S.F. SPACES REMOVED = 25 �D O 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. V15. The installation of an entrances and mailboxes within an dedicated street right-of-way Y Y g y H/C EXISTING PAVILLION = L'BOO S.F. TOTAL = 52 o U project. shall meet VDOT minimum design standards and is the developers responsibility. HANDICAP PARKING TOTAL = 1�,218 S.F. O 20. These plans identify the location of all known gravesites. Grav�esites shown on this plan will be protected - PROP SPACES - 21 O E-+ U in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 11218 / 132,988 68 = 0.13 (F A.R) TOTAL SPACES = 13 � Z � engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE O W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. LANDSCAPING CALCULATIONS HANDICAP PARKING � � E- at(540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement � I TREE PER 40' PARKING PERIMETER 51-15 SPACES = 3 HANDICAP SPACES REQ. Q 124 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT 1 TOTAL SPACES PROVIDED = 3 PARKING PERIMETER = 285' 0.' 4.4 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered to Frederick County to construction. If a account receivable basis. PROPOSED STREET NAME SIGN 285 / 40 TI TREES REQ.� N - E-' professional engineer and results submitted prior pavement geotechnical report has ben prepared, it should supersede the requirements in this note. SANITARY LATERAL CLEANOUT = TOTAL TREES PROVIDED = 8 � z U 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating TRIP GENERATION DATA SANITARY MANHOPROPOSED LE INDENTIFIER 12 Q � Ec 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 STORM DRAIN STRUCTURE IDENTIFIER 6 O Q (� in Frederick Count a below. These numbers shall also be used to serve in an emergency condition. y appear � > " 1 WEEKDAY SUNDAY 560 CHURCH 560 CHURCH EASEMENT LINE - - - - - - - - - - - - - - - T RE: VARIANCE #018-98 OF HAYFIELD ASSEMBLY OF GOD; P.I.N. 39-A-36 O 9.11 PER 1000 SF. 36.63 PER 1000 S.F. O Water/Sewer: Frederick Co. Winchester Health Dept. 107 North Kentt St. 6,669 SR / 1000 = 6.669 �6,6(o9 S.F. / 1000 = 6.669 13.11 CENTERLINE - - Your Variance Application, #018-98, has been approved as requested for a 55.5-foot north side yard � MISS UTILITY 1-800-257-7777 Suite 201 6.6613 • = 60.15 VPD 6.669 = 361o3 = 244.28 VPD EXISTING SPOT ELEVATION 12.0 variance for an addition to the church. The property is located at 5118 Northwestern Pike and is (� (540) 722-3480 PROPOSED SPOT ELEVATION + 7153 identified by Property Identification Number 39-A-36 in the Gainesboro Magisterial District. F-T� Z ~+ EXISTING TREE DRIP LINE ram.--.�_._ h.-fv�-,.._- = . •._ --' -' Sincerely, EXISTING TREE ` ` },5 15" OAK F- � 15" PINE � OAK i/� PROPOSED TREE 0- Michael T. Ruddy Planner II SEAL CO VER SHEET Project Name: Owner: Address, Including Zip Code & Telephone No. 5118 NORTHWESTERN PIKE U 9 44*rFIELD 456EMBL�' OF CLOD GORE, VA 22631 MARK D. SMITH 811-1443 No.022837 Developer: Address, Including Zip Code & Telephone No. e SHEET INDEX sjoNaL S,4-IE ,45 ,45OVE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE COVER SHEET SHEET I OF 3 GREENWA�T' ENGINEERING WINCHESTER, VA 22602 PLAN SHEET 2 OF 3 (540) 662-4185 DETAILS SHEET 3 OF 3 PROFESSIONAL SEAL & SIGNATURE_ iaH ".;' APPROVAL �-©c�9_ �� DATE:1/15/98 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND �.� � 1212-1yS �. "SCAM: ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY Z DESIGNED BY. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ZONING ADMINISTRATOR DATE AS * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL SIEI]BET 1 OF 3 * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL a z NOTE: VARIANCE #018-98 ON P.I.N. 39—A-36 ON AUGUST 18, 1998 THE FREDERICK COUNTY BOARD OF ZONING APPEALS APPROVED THE REQUEST FOR A 55.5 FOOT NORTH SIDE YARD VARIANCE REDUCING THE SIDE YARD FROM 100 FEET TO 44.5 FEET. T. M . 40 — (D-38 REV. IRVING B. HOWARD 61 w, MARY LOUISE HOWARD �4y 3 °> DB. 375 PG. 642._# ZONE: RA USE: SINGLE FAMILY RESIDENTIAL —SUBURBAN t77 .••I ...._ .. _.: 'gym,,. .-..... ... ..._...._._. _��� ��. _, 355000 S ''" ,.......».,,.,.+w........,�.,,r .`...____ /` ..i_. .L E 468.25' T.M. 40 — (D-39 ROBERT H. & PAULINE R. KIEL -,,DB.--- 476 PG. 745 ZONE: RA USE: SINGLE FAMILY RESIDENTIAL —SUBURBAN RM a x .8 n »a- PP N50610 , ,..A8 TO B RELOCATED I - I 50' BRL a d PROP ".,' .w,.,,...„..,,...,.., _ H/C SIGN T M. 39 — — A -. ao + B LL CONC S � I • D ASGOAgA PROP PA ED PARKING j81.45 j oI� F I HAYFI DB. 327EPG:LY85 G(U!' ..., To BE RELOCATED 6 B SE 21-B �! r J c am I - 6 2 ASP ALT SM 2A PROP w ZONE: RA H/C RAMP Z U Q SE: REL4Gl0U5 c; r� 810 SEW EX TREES TO j I X INV - 85.0 " REMAIN I I u ` A O 2' CURB P 0 TIE T4 88 x OPENING EX. SEWER Q INSTALL CO ._ ..._ o ^ .• q w EXISITING SPACES I PO �w TO -BE -..REMOVED 45' BEND _ PROP 4" SEW INSTALL CO PAINTED 66 CO Q� T.M. 39 - O - 44A wl r - STRIPING (T(P) 1 SHARON GROVE KELLY � rryf.� I h a 3 e,' 45' BEND PROPOSED �o , b _ , 29.50' ADDITIONPORTION `OE' a' G HERSHELL E. KELLY .:' ;Ire j �� . Z FF = 100 00 EX SEWER TO DB. 575 PG. 473 z �r��Er� j' o' BASEMENT = 911 BE REMOVEDCIE ZONE: RA 5 i +` I �`sn✓ USE: AGRICULTURAL I{ COVERED I �" ENTRY r m _ I 45.5 ;; I g }.. o r t PROP H/C SIGN I I I I I I I CID T.M. 39 — A� — 36A N 9. ( INV = 83.5 9 EXIISITING $PACES . HAYFIELD ASSEMBLY OF GOD I� rC� BE .REMOVED ;' r I DB. 456 PG. 553 I� EX CONIC WALK EWE ZONE: RA �o, N :" 1i # 45' BEND f- I o NOTE:USE. RELGIOUS PROP H C Ex __ z•,, , HIGH WATER ALARM TO BE PLACED RAMP R tiic" "I' W IN BASEMENT. AMERICAN MANUFACTURING TIE TO EX p MODEL Al OR EQUAL TO. p !!1 1.82 in J LINE TO ROp CHURCH 4" S _D �[ 4 4 e _� t I � !1J 0L INSTALL CO F6yF ' Q� �0 '71: ' i � I PO PROP PIN OAK (4 TOTAL) Zl�l v Q �W e `^' �� ~ 0 TIE TO EX LINE O Tr {t TO EX SEPTIC U/G ELEC SUPPLY INV = 8 9 ----------- 0 TANK TO HIGH WATER Q, , �� ! „``` ALARM FLOAT PROP RISERS O PROP RED MAPLE (4 TOTAL) ww SEE DETAIL NOTE: �2°' NtMA 4 SHEET 3 ° NOTE: ALL PROPOSED TREES TO BE A LAND DISTURBANCE PERMIT WILL BE. -_. JUNCTION BOX a 4; fti ad" �.w_. z f A MINIMUM OF 2" - 2�%° CALIPER REQUIRED PRIOR TO ANY GRADING z m m- _.. r _._ .w _ x, ac,!x• - _ _ _ y- .. __..._ w AT TIM E - OF -PLANTING OPERATIONS., N S TWO 1250 LON 60' B.R.L. 5E CSO TOP83.36NOTE: ro p V.D.O.T. IS NOT RESPdNSIBLE FOR CONSTRUCTION OR MAINTENANCE _ 4 NOTE: I ��P �,, F W M ND NOR LIABLE FOR IT ',... S.W.M. PO I PROP "`"- _ _ ''� a t; THE CONTRACTOR WILL o�P.'. IN ANY WAY. +79 PARKING '�. _ `'' W BE REQUIRED TO KEEP I 22' ROADS CLEAR OF ANY 2. STORMWATER POND TO BE INSTALLED PRIOR AND ALL DEBRIS DURING ,�'` S.W.M. o ! ITHE DEVELOPMENT. A +79$ TO ANY SITE GRADING POND `CONSTRUCTION ENTRANCE 79� + RIP RAP pQ + BERM ail MAY BE REQUIRED.15' HIGH $ r s r I xi4 f t"` 9 + 9 FS�T �F _ I 7Q 82.0 ° N 34'33'24 W 119.30-` SF + 82 $ ILL AY ° °` ELEV = 81.00 v r i . c. .::s.' im. Ex'• 1 + 82000 i �. N 36-3 '07" W 2 2. 0 73' 78 -Q O -" _ 21 NOTE; EXISITING SPACES 1`# 5 .� ". _ N 32 14' W 142_.77 • IF EXISf17NG To BE REMOVED � - - _ . _ __ RELOCATED ENTRANCE PAVEMENT 905 _... IS RAVELING `,. PEEIJNG - .. - GUARDRAIL ETC. V.D.O.T. MAY REQUIRE OVERLAYMENT EX FROM RTE 50 E.BACK TOR ; SIGHT � LINE DISTANCE SIGHT DISTANCE ...... ry ,. _ 7300 V.P.D. (1996 VDOT W q� z Wpug Fi Oi Wn z®®� UJ w 0 w w z � 0 o z zw O w 0 z o ,4 c � > � z w o z Q z J 0 o Q= U � Y 0:� U Q O w w 0 0, w n W O gDA'M: SCALE: I" = 20' 1 4 W 0 I'.DESIGME D BY AS SI-3[lELT 2 OF 3 >°o°O0°�°O0°Oo°o°Oo°o°Oo°O0°o°Oo°oo o°Oo°o°Oo°yo°o °o°�°Oo°Oo°o°o°0°Oo°0°°o°Oo°o°Oo°�°O6°00°o°O0°o°°o°yo°o°Oo o°Oo°00°o°Oo°o°Oo°o°Oo°Oo°o°°0°o°O0°yo°o°Oo°o°Oo°�°Oo°oi n_On o_On _O„ n_On O..°n -O„ o_On O., n_O„ o_On O., n_O,. n_On O,, n_On o_°n o,.On_O, n_On o_on 0,, n_On o_On O,, n_O, n_On O.. n -O„ n_On o_°n 0,. n_O„ n_On O_ n _O,. n_On O_°n O.. 6" COMPACTED GRAVEL 2 - 1250 GALLON SEPTIC TANK DETAIL Erosion and Sediment Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as (jams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining Shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable cntena: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatenng operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Matenal used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and cntena: 0 a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner. 1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and c) Pipes and storm sewer systems shall be analyzed by the use of a ten- year storm to verify that stormwater will be contained within the pipe or system. c.lf existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: 1) Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or 2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; or 3) Develop a site design that will not cause the pre -development peak runoff rate rom a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or 4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the mainteoance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS vR 625-02-00) Seedm2 Scheduic ( per section 3.32 ) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 Ibs per 1000 sf ( 2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf ( 1000 lbs per acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre. 0.25' 1992 3.18 1992 3.08 PIPE OUTLET CONDITIONS A AL SECTION A -A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a �I o `e - = d r 7- FILTER CLOTH KEY IN 6' -9 RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL EFINED CHANNEL -I d SECTION A -A 7- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER. NOTES: 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP. GABION BASKET, OR CONCRETE. 2. La IS THE LENOTH.OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC III - 157 Q W q _J Q Ir W W W ly� O W W W UC al VARIABLE SHOULDER Z TAPER \ ` TURN LANE 314,, / ` a EX GRADE PROP GRADE 8 110 c5 SECTION ,4-,4 J 0 dl (K W Plate 3.18-1 X\,_\X\\�\.\\\\ \\.\\� 1. 5" SM-2A 5.5" BM-2 10" 21-B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) i 1 � I I \ ? i i I fI I \ I 8 8 GRADE, I TOP BERM j 81>a TOP SPILLWAY _ -18'-I-IJ�acH--RIP iA�_$E- 90 I \ RIP RAF-1 AF ! _ EX1G�A01= I I i i i I ' I EX 24fi tI 40, 50 SCALE: I" = 10' HORIZ 1" = 5' VERT SILT FENCE CULVERT INLET PROTECTION ENDWALL ------------- -- T------1---------------------- �7---T-J TOE OF FILL i ,* CULVERT I ` I • I I 31 I UO I � I I � 1 I I I I I I I I 1 I -_--T-------,-- ------------ ---- c s TOE OF FILL 0 a «DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL ,STONE COMBINATION * � FLOW ++VD07 #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SILT FENCE Source: Adapted from VDOT Standard Sheets and Va. DSWC III - 49 1992 2.5' CLASS I RIPRAP Plate 3.08-1 3.05 CONSTRUCTION OF A SIL T FENCE (WI THO UT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. it % I'll Jill FLOW �IIIIII��I-IIIIIF�"; 4.. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW �IIIII I= _� II SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) _ I >crnty I 9' POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant III - 25 Plate 3.05-2 0 Z re W W �� V �, N Ln Z � UJ kD �5 � fd W �X 00 Oro hlk,,*N '9 cB� w cr) 00v` N r� o N` O - z Q z 00 Pg�� N 0 � I--i 124 W O W Q 4-1 W (2� � I� Q Q O DATE: 1/15/9a SCAM: 1 " = 2 m' DES) GNED BY- AS S)E-3[IEIE?1C 3 OF 3