The URL can be used to link to this page

Home My WebLink About48-19 Site PlanLEGEND VICINITY MAP U_ CO) Cn C 00 ZI EXISTING FEATURES SCALE 1 2000' WINCHESTE EXISTING EDGE OF PAVEMENT ---- ---- --- -- EX EP N U) EXISTING EDGE OF GRAVEL_ EX EG co C: 0 U EXISTING CURB AND GUTTER L EX CG -6 WN WM*- C: EX. INTERMEDIATE CONTOUR - - - - - - - - - - - - - - - - - - - - - C: EXISTING INDEX CONTOUR SITE EXISTING SPOT ELEVATION Iz- EXISTING TELEPHONE LINE T -T -T OVERALL SITE SP #18-15 EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE -S -S -S _E - E - E Cz G EXISTING GAS LINE GAS - GAS - (;AS l MV=801.01 PARKING WITH PAVERS SHALL BE REMAIN ASA GRASS ISLAND PROJECT INFORMA TION EXISTING STORM SEWER EX. 15 " RCP UNTIL PARKING LOT IS NEED kD., Owner EXISTING FENCE LINE BLACKBURN COMMERCE CENTER 11, LLC EXISTING DITCH LINE . ... . ... W 1057 MARTINSBURG PIKE J! Winchester, VA 22603 Phone - (540) 667-7700 EXISTING WATERLINE W/ TEE W - W W EXISTING FIRE HYDRANT EXISTING WATER VALVE EX. FH W ------ 0- W iq� 1 Property Data Building Per Code Prop -75' G EXISTING REDUCER V1 W W irx �x Tax Map Number 63-(A)-580 Front (Apple Valley): n1a Address 351 Apple Valley Road Left Side (Dawson): 25' n1a Area 32.9873 acres 6 41 76, W (2M)30'HDPE f 6 1 Right Side (Blackburn): 25' n1a Zoning M-1 0 EXISTING TREE DRIP LINE 0 + 24 Rear (Route 37): 75' 76, 00' Legal References #150012428 :c 0 < >- PROPOSED FEATURES Existing Use Office/Warehousing Parking Setbacks Per Code Propose Proposed Use Tractor Trailer Parking Front (Apple Valley): 10' 11490' .1 (D U Left Side (Dawson): 5' 29.5' Or . PROP EP Right Side (Blackburn): 5' 162' OD PROF PROPOSED EDGE OF PAVEMENT Zoning Da Rear (Route 37): 10, 14' Q� zt (n U, (,z) Z2� PROPOSED EDGE OF GRAVEL PROP EG RELOCATE EX. TREES Open space minimum 25% = 8.24 acres Use For ParkingUnitCZ Unit Tabulation Open Space Proposed 45.5% 15.00 acres zz) PROP. CURB & GUTTER PROP CG -6 A. F.A.R. Maximum 1.0 PHASE 1 Office (3,000 st) I per 250 sf 12 F.A.R. Existing 0.35 PHASE 1 Warehouse (20) 1. 5 per employee 30 U, Q CZ -7 LLJ LQ 'Q (S C�, C� PROP. REVERSE CURB & GUTTER PROP CG -6R PHASE 2 WarehoEx Building Datause (4) 1.5peremployee 6 Pc a Type of Construction 2B - Concrete -Metal 48 w(n U U, Ilk PROPOSED CONTOUR _50- 6' OF 4,000 PSI CONCRETE W/ FIBER Proposed Area 500, 000 Sir Height Maximum 60 feet Reg ExistingC ex,tn ZL PROPOSED SPOT ELEVATION Height Proposed 42 feet Parking Spaces 48 49 u) PROPOSED STORM SEWER 4" OF 21 -B COMPACTED TO 95% DENSITY Monument Sign Data Handicap Spaces 2 2 PROPOSED SANITARY SEWER - S - S - S SUBGRADE FREE OF ORGANICS Sign Area Proposed 50 sf Sign Height Proposed 12 it PROPOSED TELEPHONE - T - T - T & COMPACTED TO 95% DENSITY 100, 0, 100, Building Mounted Sign Data Loading Spaces (1:40K) 12.5 40 PROPOSED ELECTRIC - E - E - E NEW TRAILER PARKING SECTION Sign Area Allowed 20% of wall area no to exceed 200 5f PROPOSED GAS LINE - -- GASGAS GAS GRAPHIC SCALE Sign Area Proposed 200 sf PROPOSED WATERLINE PROPOSED WATER METER W - W - W 01"WM z 0 V) > LU z: 0 (D 63-8-28 THE DA WSON - ------ L Contact Numbers PROPOSED FIRE HYDRANT PROP. FH GROUP, LLC. -L LOT3-DAW5ON - - - Surveying & Engineering Firm INDUSTRIAL PARK Greyftlfe, Inc (540) 667-2001 Zoning Enforcement: # 010002028 ZONED: M-1 Department of Planning (540) 665-5651 COMMON LABELS & FEATURES 8.04 ACRES` Site Inspections PROPERTY LINE OF PROJECT L b 0 0 0 0 0 Department of Inspections (540) 665-5650 Erosion and Sediment Control., LU NEIGHBORING PROPERTY LINES Department of Public Works (540) 665-5643 Sanitary Sewer and Water., EASEMENT LINE X, yx W1 W W W IN W W W W W W W W Frederick Water (540) 868-1061 VOOT, (540) 535-1824 PROPERTY CORNER FOUND T?Whone Verizon (301) 954-6282 Electric: Rappahannock Electric Cooperative (540) 622-2001 ti PARKING SPACE TOTALS >�9& -�>9 67 Gas: Washington Gas Co. (540) 869-1111 ADA HANDICAP PARKING STALL W MISS UTILITY: 1-800-552-7001 P� SIGNS Ra X T Zoning General Notes SANITARY MANHOLE IDENTIFIER V W Q) Maximum 1 This STORM DRAIN STRUCTURE IDENTIFIER Environmental Existing Disturbance Proposed proposed minor site plan does not include any new or - modifications to existing lighting, � Wk 33 i' Features Acreage Allowed Disturbance parking, site orsignage. LIGHT POLES 2. This project will not disturb any environmental features as L LA . ct Floodplain 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. UUJ ON LOCATION OF TEST PITS 22 05957" W - 502,73' Lakes & Ponds 0 acres 0% UW0 3. The owner will be responsible for obtaining orgianting z: W UJ z pk� 63-8-2B Wetlands >1AC 0.84 acres 0% 0% easements shown on this plan. LCJ Q. LLJ LLJ ECHOSTAR Sinkholes 0 acres 0% 0% 4. Easements will be recorded and copies sent to the parties BROADCASTING CORP, Natural S. W. 0 acres 10% 0% involved. ZEEti EROSION & SEDIMENT LIMITS OF CLEARING & GRADING CONTROL FEATURES - - - - - @ LOT 2B - DAWSON 63 -(A) -58E) INDUSTRIAL PARK GRA YSTONE f #120005386 CORP. OF VIRGINIA GIA 1A #150008318 06 Retention Areas Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0 9yo 5, Al!Ail utilities that will service this site must be placed underground. 6. Prior approved site plan #18-15 P� C< Q INLET PROTECTION /7A (B ZONED: M-1 3.11 ACRES ZONED: M-1 7. A# landscaping shall comply with Zoning Ordinance 165-2o3 B. Concrete wheel stops are required if curb and gutter is not V,) --J 3.5892 ACRES ti C) Uct� OUTLET PROTECTION 0 0 or 50' 50' provided. i�_ \1 GRAPHIC SCALE APPROVALS SP # 48-19 to CHECKDAM DIVERSION DIKE CD O IPREVIOUS 20,160 sf new impervious area - Phosphorus removal req. = 0.811b/yr V5MP #VAR -10G860 Trex Project apPro roved in 2015 with an excess of 1. 98 /b/yr SP # 18-15 Z2 U4 Uj Additonal treatment not required. Frederick County Zoning Administrator Date V SILT FENCE W/ WIRE SUPPORT X RESPONSIBLE LAND DISTURBER LANDSCAPING NOTES Final Site Plan Approved by Frederick County Planning Departure Date RIP RAP RR eviewer NAME: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Frederick County Zoning Administrator appro val expires at five (5) years from the date of site plan approval. SEDIMENT TRAP STEXP. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a 3, Land Disturbance Permit and agree to periodic inspections. CERTIFICATION #: DATE: DEC. 6, 2019 DATE: 2. Trees and shrubs shall be healthy and free of insect eggs, lame, and disease. The plants shall have ample mots and be well branched. SCALE: N/A The planter shall guarantee all plants for one year. 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans, FILE NO. 0452 CONSTRUCTION ENTRANCE CE 3. Landscapershall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 2. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Warks, & Designerprior to commencing any site work. SHEET 1 OF 2 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 1 (WITH WIRE SUPPORT) 1. SET HJBIS MID EXCAVATE A 4X4' 2 UA WRE FENCING TO TIE PO515. TRENCH UPBLOPE NANd TIE mE of Rosin FLOW 3. A7TIE RLTER FIBRIL M TIE WIPE FENCE AND EIriFND R INID ME iRERCM 4. BSL U MID CONK TIE EXCAVATED WLL. EXTENSION OF FABRIC MID WRE INTO TIE TRENCH. FlLTR FABRIC 300Eg ted from hWkUlgo of Mmw Ud fabric Mu Haulm for 3e&=t Control PUM 306-1 a.Teca a SYMBOL E & S DEVICE QUANTITY OSILT SSF FENCE - WIRE SUPPORTED ALONG WETLAND LIMITS 100 IT E & S CONTROL NARRATIVE Project Description This plan proposes a concrete pad (20,160 sf) for trailer parking. Existing Site Conditions The area of development is lawn (managed turf) and drains to an existing bio -retention cell. Adjacent Parcels The adjacent parcels are industrial. Soils The soils types determined from the USDA's 'Soils Survey of Frederick County, VA"shows Oaklet Silt Loams (#32B and #32C). Oaklet soils indicate the presence of limestone. While no visible karst features were detected, care should be taken during excavation. These soils have medium erodibility and runoff. There are also Carbo-Oaklets (#6C) along the western edge. This area has identified wetlands and will be place in an easement for a conversation area. Erosion Control Prooram . Install wire reinforced silt fence . Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES -1, Unless otherwise indicated, all vegetative and 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 Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES -2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES -3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES -4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES -5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES -6. 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. ES -7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES -8. During dewatering operations, water will be pumped into an approved filtering device. ES -9. The contractor shall 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 shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4 2.)Pulvenzed agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fert/lize with 10-10-10 at a rate of 23 lbs per 1000 square feet (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 Its per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. EXISTING LANDSCAPE CALCULATIONS Parking Lot Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 89/10 = 9 Impervious Area < 100, 000 sf 1 per 2, 000 sf 100, 000/2, 000 = 50 Impervious Area > 100,000 sf 1 per 5,000 sf 670,565/5,000 = 134 to DW Kousa Dogwood 193 Green Area in Lot 1 5% of 23,121 = 1156 sf 3,920 sf provided Trees EROSION & 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 con veyance 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 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 aftersediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 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: Symbol Common Name Botanical Name Planting Size Mature Quantic y o� Height or Caliper Height C to DW Kousa Dogwood Cornus Kousa 2" Caliper 15'-30' 32 X-SY Sycamore P/atanus Ocadentallis 2" Caliper 50'-75' 100 ® RB Redbud Cercis Canadensis 2" Caliper 20'-30' 31 WB White Betula 2" Caliper 75'-100' 30 Birch p/atyphyl/a =fa fa ADDITIONAL LANDSCAPE CALCULATIONS Impervious Area > 100,000 sf I 1 per 5,000 sf 1 20,160/5,000 = 4 ® RB Redbud Cercis Canadens/s 2" Caliper 20' SEE SHEET 1 SOILS MAP 1 14B 32B 14B 11 35 i 32B POND / 35 / 14B j 32B\ / 5B 6C 32B j 32C I \ / 32B 6C \ 32C o \ 32B G� 5B 600' 0' 6C GRAPHIC SCALE ' heQ o� C O O a=A t=ip k c O o^ 0 co =fa fa C 'Ci O N O a Ln m m o CZ u C Cb �?ozxo W UQ W W CACI (Z' Q ti 2� x W �C SL14 (0¢aci zty) LQ Zt Z Zm WCw Q zetioO � o��iz coca ani Z 0 LU LU a 0 DATE: DEC. 6, 2019 SCALE: 1"=50' FILE NO. 0452 SHEET 2 OF 2