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21-20 Site Plan
LEGEND FREDERICK WATER CONSTRUCTION NOTES MAXIMUM PEAK FLOWRATE (GPM) VDOT 'GENERAL NOTES 600: Rev, Jan. 2019 I, An inspection by the Fire: Marshalls once will determine where curbing must be painted yellow: Rev. June 2013 EXISTING FEATURES 1. Frederick Water's Water and Sewer Standards and Specifications are available at www. frederickwater,com V1, AJl work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) _rµ 2. The contractor shall adhere to Frederick Water standards andspedfications in effect at the time of construction. Life Safety Plan Road and Bred e Spedfrcations and Standards, the Virginia Erosion and Sediment Control Regulations, and an other applicable state 9 g F Y PP F t:Y, c EXISTING EDGE OF PAVEMENT _ , , _ _ . _. �.__. � T D - - 3, The contractor shall coordinate with and arrange for ms ectorz b Frederick Water. g P Y 0% federal, or local regulations applicable, In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the EXISTING EDGE OF GRAVEL EX EG 4, The contractor shall Connecta new Sewer line to an existing manhole by core drilling the manhole. 4, most stringent shall govem. Sinkholes 5 A new water (or forced sewer) main shalt be connected to an existing main by a wet tap. V2. A# construction shall comply with the latest U.S, Department of tabor, Occupational Safety & Health Administration (OSHA), and Virginia -- - - -_ EXISTING CURB AND GUTTER Frederick Water shall furnish all needed material and make the tap, DATA TAKEN FROM THE I, T, E. MANUAL Occupational Safety & Health (VOSH) Rules & Regulations. PROPOSED STORM SEWER PROP. 24" ADS -,__v _.: a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. , V3. When working on VDOT nght-of-way, ail traffic control, whether permanent or temporary, shall be in accordance with the current edition n , EX, INTERMEDIATE CONTOUR ---- -- •�-- -----� �-�------ ---� --- -- 6 Exact locations of water and sewer services an new tines are to be coordinated with Frederick wlaters inspector .. , 3. Tire contractor will remove all mud and debris from the public right of way that is lett by vehicles entering and leaving the site, of VAOTs WorkArea Protection Manual: A transportation management plan needs to be submitted for approval and land use permit Woodlands , , Z Frederik Waters maintenance division shall furnish and Install all water meters through 2 inch in size, PROPOSED SANITARY SEWER - • --: -• -• -, • --* - issued prior to any execution of work within the VOOT right ofway. EXISTING INDEX CONTOUR ��- � .. It the contractors responsibility to have the meter box assembly installed correctly. sp rty e y d c y � �{-J PROPOSED TELEPHONE-* ---- � --- * ----*- *-- * - * - • a l • responsibility of the developer. Aff damage must be repaired to original conditions. ;` Before a permanent meter is installed V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, EXISTING SPOT ELEVATION X �C. a 77re meter box, with cis frame and cover, must be properly aligned with the coppersetter r'1. controllers, etc,, owned by 'VDOT or rivate/ ub(ic utility companies. It is the sole responsibility of the developer to locate and identify P 1}` P A ty p fly -T b. The frame and cover shall beset to final grade. contractor must maintain this access for the duration of the project. , ... _p utility facilities or items that maybe fn conflict with the proposed construction activity VDDT approval of these plans does not indemnify EXISTING TELEPHONE LINE -_ -� - _- m c. The: distance between the top of the cover and the yoke bar shall be between 20 and 23 inches: PROPOSED GAS LINE -�- �- �- �- �5--- �- �- the developer from this responsibility. , EXISTING SANITARY SEWER -�---� g-�--s � � - °�- d A# components of the meter box assembly shall be in proper working order. P y p P g VS Design features relating to field construction, regulations, and control or safety of traffic maybe subject to change as deemed • Z The contractor will obtain a Land Disturbance Permit prior to any site work or construction. A For services that connect to existing lines: necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, EXISTING ELECTRIC SERVICE a. Frederick Water shall fumish and Instali, The planter shall guarantee all plants for one year. V20, Aggregate base and subbase materials shall be placed onsubgrade by means of a mechanical spreader. Density will be determined using „ -,„ „ „: i Z all3§ x a 3a 1, 1lz and 2 waterserveces V6• If required by the loco! VDOT Land Development Office, a pre construction conference shalt be arranged and held by the engineer and/or EXISTING GAS LINE ��--• � �-=���te- �^��-- , , PROPOSED FIRE HYDRANT PROP. FH developer with the attendance of the contraetor(s),:various County agencies, utility companies and VDOT prior to Initiation of work, 4. Plant substitutions ons writ be allowed with h the wnttenaPPcovet of Frederick County Planning Department. a. all sewer services. to checking stone depths, a VDDT representative shatl be notified and given the opportunity to be present during the construction and r Ex i.5" RCr b. The owner/developer shall: V7. Tire contractor shall notify the local VDOT Land Development office when work is to begin or cease for any undetermined length of time. EXISTING STORM SEWER .. _ I. coordinate (or have contractor coordinate) the location of the service Lateral with 3. VDOT requires 48 hours advance notice.pnor to any required or requested Inspection, EXIS77NG FENCE LINE -X --X --y - - x ----- x - Frederick Waters engineering assistant VB. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any tragic control plan that impacts a VOOT maintained V21, ii. submit an Application for Service and pay the required fees. COMMON LAKEtS & Interstate or Primary roadway to provide notification of the installation and removal of the work zone. EXISTING DITCH LINE 9. Ail water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet V9, The contractor shatl be responsible for maintaining a VOOTpermitted temporary construction entrance(s) in accordance with Section 3.02 of locations and not all utilities maybe shown. ASSEstandard'num6er 1015 or 1013. the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained EXISTING WATERLINE WI TEE s 10. A/tfire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required), The assembly shall meet ASSE through construction. EXISTING FIRE HYDRANT Ex of . standard number 1048 pr1047, An exterior, privately owned Fre line, Interior exterior, shall also have a fire service HP Protectus 111 Y Y V 10. Contractor shall ensure adequate drainage rs achieved and maintained on the site during and at the end of construction. EXISTING WATER VALVE meterThis assembly shall be installed Immediately before the backflowpreventionunitRadio read remotes are required V11. A# water and sewer Anes within existing orproposed VDOTnght-of-way shall have a minimum thrrty_six (36J inches cover and when11. Frederick Water shall review the medianica/p/an(s) for design and mate alapprovalofa buildings: , of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to possible shall be installed under roadway drainage facilities at conflict points, EXISTING REDUCER �n--.�--�I` �.=. - - a; domestic water meter its backflow. P and prevention /Dills & Fire service line's backflow prevention device, V12. An unusual subsurface conditions e:: unsuitable sous springs, sinkholes voids caves etc, encountered during the curse of Y (9 ) 9 0 EXISTING TREE DRIP LINE 12 DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQs Certificate to Operate and a copy of the stations construction shall be immediately brought to the attention of the engineer and VOOT Work shall cease that vicinity until an adequate design can be determined b the en meer and approved b VDOT. 9 Y 9 PA Y Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation stabilization shall DEQ approved 0&M manual. These documentsmust be received before substantial completion is issued and water meters released. PROPERTY CORNER FOUND DEPARTMENT OFINSPECTION GENERAL NOTES PROPOSED FEATURES V13. All fl// areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. V23. Where CBR testing Is required, a VDO7"representative shall be present to insure the sample obtained is representative of the location. PARKING SPADE TOTALS i2 �t q WATER & SEWER DEMAND AND When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a PROPOSED EDGE OF PAVEMENT PROP EP 2015 Fire Code, Other codes that apply are ICCIANSI A117,1-3-09 Accessible and the Usable Buildings & Facilities & the 2015 Virginia Energy Code. project to be accepted by MOOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V24. Approval of this plan shall expire five (5) years from the date of the approval letter, V14. All roadway fill base subgrade mater and backfill in utfJlivAtorm sewer trenches shall be compacted in six (6) inch lifts to 95% of PROPOSED EDGE OF GRA VEL PROP EG PROP. CURB & GUTTER PROP CG -6 AVERAGE DAILY USE (GALLONS) MAXIMUM DAILY USE (GAILONS) MAXIMUM PEAK FLOWRATE (GPM) 300 600: 15 theoretical maximum density as determined byAASHTO T-99 MethodA, within plus or minus 2% of optimum moisture for the fu!l width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specification, Certified copies of all test reports shall be submitted to VOOT dally; unless specified otherwise PROP. REVERSE CURB & GUTTER PROP CG -$R THESE NUMBERS ARE E577MATES FOR 15 EMPLOYEES Area V15, VDOT Standard GD and UD underdrains shall be installed where indicated on these plans and/oras specified by VOOT. CODE ITE AREA IN OUT TOTAL IN OUT TOTAL ADT 130 INDUSTRIAL I0,000 sf 40 27 67 5 53 58 387 I, An inspection by the Fire: Marshalls once will determine where curbing must be painted yellow: CHECKDAM V16, A post installation visualjvideo camera Inspection shall be conducted by the Contractor on all pipes Identified on the plans as storm sewer 2 PROPOSED CONTOUR 50 GENERAL NOTES S 71as 0.71 acres Life Safety Plan pipe and a select number of pope culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 0% 0% inspected or ten; percent of the total amount for each size and material type summarized. Ail pipe installations on the plans not identified PROPOSED SPOT ELEVATION +50-W 4, Buming brush piles of natural vegetation requires a permit, Burning construction debris is prohibited• Sinkholes storm sewer shalt be considered as culvert pipe for inspection purposes, Additional testing may be required as directed by the Area �''-'-"'"�""" OD/o 1, Permits must be issued from VDOT prior to any construction in a public Hght-of-way. Emergency vehicle access must provided at all tomes, Fire hydrants will be always be left unobstructed. : DATA TAKEN FROM THE I, T, E. MANUAL Land Use Engineer or their representative. PROPOSED STORM SEWER PROP. 24" ADS -,__v _.: 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working m a public. right of way, VIZ : . lire installation of any entrances. and mailboxes within an dedicated street right-of-way shall meet VOOT minimum design standards and is Y 9 Y 9 -- 3. Tire contractor will remove all mud and debris from the public right of way that is lett by vehicles entering and leaving the site, 0% Woodlands the responsibility of he developer. PROPOSED SANITARY SEWER - • --: -• -• -, • --* - 4, An damage to net hbonn properties including coup roads and sidewalks caused b the development of this site will be the Y 9 9 9P Pe 9 county Y P LANDSCAPING NOTES RIF RAF � �{-J PROPOSED TELEPHONE-* ---- � --- * ----*- *-- * - * - • a l • responsibility of the developer. Aff damage must be repaired to original conditions. ;` V18.- Prior to VDOT acceptance of streets all required signage and or pavement markings shall be installed b the developer at P Y , q 9 9 l P 9 Y A o , v 5, A construction entrance must be installed fn accordance with the „V iginia Erosion and Sediment Contra/ Handbook'Section 3.02. The r'1. VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Trak Control Devices, PROPOSED ELECTRIC contractor must maintain this access for the duration of the project. o V19, The developer must provide to the VDDT LandDevelo Development Office a list of all material sources prior to the start of construction. Copies of P P P A A PROPOSED GAS LINE -�- �- �- �- �5--- �- �- 6. The contractor will be responsible forade adequate and positive drainage of this site, a q R 9 - Landscaper must stake and guy all trees: Stake locations must avoid utititles. all invoices for materr`a/s utilized within any dedicated street light -of -way must be provided to the local VDOT Residency Ofhee prior to SEDIMENT TRAP ST • Z The contractor will obtain a Land Disturbance Permit prior to any site work or construction. acceptance of that work. Unit and total prices may be obscured, PROPOSED WATER LINE --• --• -• --• --• --• --* -- 8. Ali construction will be done following the laws and guidelines set forth by OSHA and VOSH, • t - 9The contractor will notify engtneerofrecord of discrepancies between the approved plans existing site conditions , The planter shall guarantee all plants for one year. V20, Aggregate base and subbase materials shall be placed onsubgrade by means of a mechanical spreader. Density will be determined using i , PROPOSED WATER METER l "WM 10. The developer rs responsible for the relocation of any utilities required by this site pian. EXP, [TATE: 3. Landscaper shall use shredded mulch In all planting: beds and around trees. Tags from each plant wilt be provided to the owner. the density contral stip in accordance with Section 304 of the VDOT Roadand Bridge Specifications and VTM-10. A certified compaction technician shall' erform these tests, Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. in addition p P P P PROPOSED FIRE HYDRANT PROP. FH 11. All Erosion and Sediment Control devices shown on this site: plan shall be installedprior to construction, P P 4. Plant substitutions ons writ be allowed with h the wnttenaPPcovet of Frederick County Planning Department. to checking stone depths, a VDDT representative shatl be notified and given the opportunity to be present during the construction and r 12, AU controlled fill must be compacted to a minimum of 95916 density following Method A' of the Standard Proctor ASTM -0698, Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work; 5, A!1 plantings shat! conform with the Frederick CountyZoning Ordinance §165-203,01B, testing of the density control strip. AASHTO-T99, or VTM-1 as applicable. Any frit placed under buildings, structures, or pavement must be inspected and approved by a 3. The contractor will possess a Land Disturbance Permit pnorto any site work or construction. `proferonalsoris engineer A geotechnical rca! reportsupersedes#his note if V21, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifcations Density shall be COMMON LAKEtS & - 13The contractor rs responsible far contactor9MISS UTTLf' Anor to any site work All utilities on this are approximate determined using the density control stnas specified in Section 315 and VTM-76. A certifed compaction technician shall perform these .FEATURES locations and not all utilities maybe shown. tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise, A VDOTrepresentative shall be , - , 14. ;The contractor wr/t contain all litter and debnspn-site. The work must be tett /n an order! manner at the end of each workday. Y Y notified and given the opportunity to be resent during the construction and testing of the control ship. g PP � P 9 g P PROPERTY LINE OF PROJECT 15, napproved s of it " lans must be on-site during the construction process. Aet site P 9 P V22. ' o - Inaccordance.. with Section 302.03, the foundations for pipe culverts thirty-six (36) orches and larger shall be explored below the bottom NEIGHBORING PROPERTY LINES 1 . , The contractor will notify all utility companies nor to excavation within easements. - 6 fY h' A P , of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days the engineer and VDOTforapprovalpnor to placingpipe. Foundationdesfgns sha/l comp! vrith VDOTRoad and Bride Standard P6-1. Y 9 EASEMENT LINE - - ------ - Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation stabilization shall PROPERTY CORNER FOUND DEPARTMENT OFINSPECTION GENERAL NOTES be determined by the engineer and approved by VDOT, V23. VDOT Standard Guardrail shall be installed where warranted and/oras proposed on these plans in accordance with VDOT's installation criteria. PARKING SPADE TOTALS i2 n ' 1. Buildings shall comply with the Virginia Uniform Statewide Building Code &Sections 311;: S (storage) of the International Building CodeJ2015 &the Final approval of guardrail layout to be given byVDDTattergrading is mostly complete. 2015 Fire Code, Other codes that apply are ICCIANSI A117,1-3-09 Accessible and the Usable Buildings & Facilities & the 2015 Virginia Energy Code. V24. Approval of this plan shall expire five (5) years from the date of the approval letter, ADA HANDICAP PARKING STALL 1. Proposed 159,000 sq it single story warehouse/business shall comply with Chapter 5 for height and area (7503). Limitations for type of construction V25. VDDT Standard CG 12 Curb Ramps shall be installed where indicated on these p/ansand/oras specified by VOOT. In Table 503 of the 2015 18C Fire Protection shall installed as required in Chapter 978C Fire Pump shall NFPA 20, SIGNS g 3. Proposed unlimited area facilities shall meet Section 307, 11n6mlted.4rea Buildings and maintain an open perimeter of 60:> V26, The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to Y A SANITARY MANHOLE IDENTIFIER Building tf comply h NSI Handicap , 1 Z -09 forparking, entr n ' an egress. A# required egress hall be accessible. 4. rldng she co p y wit A and p A 1 1 3 pa g, ace,. and egu g s , .determine 5: Landings at doors shall not exceed 1,48 slope and thresholds shalt not exceed 0.5 and walkways shall not exceed 1.20 slope„HC Signage shall the type and condition of the foundation. The contractor shall copies of borehole logs and report findrngsof foundation exploration to the engneerand foraPPra•velPnor to constructing box Foundation designs shall comply with h VDOT Road and Bridge t comply with USBc 1106.8, : Standard P&1. Contrary to the Standard where rock is encountered and cast -in-place box is proposed, the thickness of bedding mg shat!be STORM DRAIN STRU STRUCTURE IDENTIFIER 6, Special Inspection requirements of Chapter 17 of aAPIY#o this structure and must sealed by Virginia Registered Design Professional -VDDT six (6) inces, Where soft, yielding, or otherwise unsuitable foundation on -s encountered, the foundation design and/or need for foundation jam{ Soils, concrete steel eta), specifically, fill for slab exceeding code shall require an engineered foundation stabilization shall be determined by the engineer and approved by VDOT LIGHT POLESj} 7. A design professional licensed of the Commonwealth of Virginia shall seal the structural pians submitted for building permits. 8Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC1106.8. 9. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1016 U5BC118C. Note fire ratings around this LOCATION OF TEST PITS door if this sectiones utilized Required exits shall not exceed maximum travel distance listed in Table 1016.1. 10, Storage racks exceeding 12' in height requires a permit and shall comply with the International Fire Code. High pile storage areas require fire department access around the perimeter of the building. Access doors shall not be placed further apart than 100: EROSION & SEDIMENT CONTROL FEATURES 11, No gutter downspouts shall discharge over walkways: - LIMITS OF CLEARING &GRADING - - - - - - - - - LCG 12 A geotechnical evaluation shall be performed and submitted with application as required by USBC173CSectfon 1803, t 1� � T !� GENERA 1 i �I P V EI v Etif-► !ION DATA TRIP 13, Public Entrances into spaces larger than,3000 sf shall be provided with a vestibule as detailed' r ANSIA117.1-09. P 9 P per INLET PROTECTION IP FIRE MARSHALL GENERAL NOTES- ITE AM PEAK HOUR PM PEAK HOUR OUTLET PROTECTION OP Area 1.0971 acres Zoning CODE ITE AREA IN OUT TOTAL IN OUT TOTAL ADT 130 INDUSTRIAL I0,000 sf 40 27 67 5 53 58 387 I, An inspection by the Fire: Marshalls once will determine where curbing must be painted yellow: CHECKDAM CD Vacant 2 "No Parking - fire Lane" signs will be placed on the site by the Fire Marshall's direction. Disturbed Area 0.71 acres Life Safety Plan Sheet B 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 0% 0% Wetlands >IAC 0 acres 4, Buming brush piles of natural vegetation requires a permit, Burning construction debris is prohibited• Sinkholes DIVERSION DIKEDD �''-'-"'"�""" OD/o 5 Emergency vehicle access must provided at all tomes, Fire hydrants will be always be left unobstructed. : DATA TAKEN FROM THE I, T, E. MANUAL SILT FENCE W1 WIRE SUPPORT - x - x - x - sF Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% RESPONSIBLE LAND DISTURBER LANDSCAPING NOTES RIF RAF � �{-J RR U- v ,A r'1. NAME. Miss UtAtymustbe contacted prior to planting, Advise engineer of record of any conflicts in planting locations and utility markings o _ r � J " Landscaper must stake and guy all trees: Stake locations must avoid utititles. CER %7F'ICATION # SEDIMENT TRAP ST 2, Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. . , ,,.. .. EXP, [TATE: 3. Landscaper shall use shredded mulch In all planting: beds and around trees. Tags from each plant wilt be provided to the owner. 1. The Responsible Land Disturberfs th tP'artYresponsib1e for car ryin9 out the land disturbing activity as set forth in theplans. CONSTRUCTION ENTRANCE 4. Plant substitutions ons writ be allowed with h the wnttenaPPcovet of Frederick County Planning Department. 2. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work; 5, A!1 plantings shat! conform with the Frederick CountyZoning Ordinance §165-203,01B, 3. The contractor will possess a Land Disturbance Permit pnorto any site work or construction. APPLE BLOSSOM MALL ":5 VICINITY MAP N . ,,, �,►fl/lam!"'!",��i�,:!M���►',� PROJECT INFORMATION Property Data Tax Map Number 64 -(A) -45P Address Muskoka Court Area 1.0971 acres Zoning M-1 Legal References #200003062 Existing Use Vacant Proposed Use Oifce-Warehouse Disturbed Area 0.71 acres Zoning Data Open Space Minimum 25°%0 = 0.27 acres Open Space Proposed 27% = 0.30 acres F.A.R. Maximum 1.0 F.A.R. Proposed 0.21 Proposed BL(dingData Type of Construction 28 -Concrete & Metal Area 10,000sf Height 24 feet Max HeightAltowed 60 feet Monument Sign Data Allowed Sign Area 50 sf Monument Sign Height 12 ft max. SEE FREDERICK COUNTY ZONING ORDINANCE§ 165-201,06 Contact Numbers Surveying & Engineering Firm: GreyWoife, Inc. (540) 667-2001 Zonfnq Enforcement: Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (540) 665-5650 n Erosfo and Sediment Control: Department of Public Works (540) 665-5643 SE.ftary Sewer and Water: Frederick Water (540) 869-1061 VDOT: (540) 535-1824 Telephone: Verizon (301) 954-6281 E(ectre: Rappahannock Electric Cooperative (540) 622 2098 Gas: Washington Gas Co, (540) 869-1111 MISS U77Li7Y.• 1-800-552-7001 Owner YINVESTMENT, LLC 209 Beechcroft Road Winchester, VA 22601 Phone -(540) 550-7974 Buitdino Setbacks Front: Left Side: Right Side: Rear.• Parking Setbacks Front: Left Side: Right Side: Rear: Use For Parking Office (2,000 sf) Warehouse (10) Per Code 75' 25' 25' 25 Per Code 10.00' 5' 5' 5' Unit 1 per 250 sf 1.5 per employee Parking Spaces Handicap Spaces Loading Spaces (1:40K) Required 23 2 0.25 Previous Site Plan #34-04 Sheet Index Cover Sheet & General Notes Sheet 1 Existing Conditions Sheet 2 Boundary and Dimensions Plan Sheet 3 Grading Plan Sheet 4 Stormwater Plan and Details Sheet 5 Erosion& Sediment Control Plan Sheet 6 Landscaping & Lighting Plan Sheet 7 Life Safety Plan Sheet B Pro osed 75.0' 26,3' 52,5' 62.1 Proposed 24.6' 32, 0' 5,0' 37.0' Tabulation 8 15 Proposed 33 3 1 Zon/n General Notes 9 I I Frederick County Zoning Administrator 1. MIS project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. 2. The owner will be responsible for obtaining or granting easements shown on this plan, 3. Easements will be recorded and copies sent to the parties involved. 4. Ali utilities that will service this site must be placed underground 5, A Dumpster is on site and will not be modified at this time. 6. Outdoor lighting shalt be provided by wail pack lights, See lighting plan. Final Site Plan Approved by Frederick County Planning Department Reviewer SP # 21-20 Date Date 1, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2, The Frederick Water approval is valid for three (3) years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 3, The Frederick County Department of Public Works approval fs not enough to begin site development, The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. 4. The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. fa c7t Maximum Q O Environmental Existing Df turbance Proposed Features Acreage Allowed Disturbance Floodplain 0 acres 0 0% 0 0% Lakes & Ponds 0 acres 0% 0% Wetlands >IAC 0 acres 00/0 0% Sinkholes 0 acres 00/0 OD/o Natural S. W. 0 acres 10% OD/o Retention Areas M Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% Frederick County Zoning Administrator 1. MIS project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. 2. The owner will be responsible for obtaining or granting easements shown on this plan, 3. Easements will be recorded and copies sent to the parties involved. 4. Ali utilities that will service this site must be placed underground 5, A Dumpster is on site and will not be modified at this time. 6. Outdoor lighting shalt be provided by wail pack lights, See lighting plan. Final Site Plan Approved by Frederick County Planning Department Reviewer SP # 21-20 Date Date 1, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2, The Frederick Water approval is valid for three (3) years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 3, The Frederick County Department of Public Works approval fs not enough to begin site development, The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. 4. The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. fa c7t ti Q O e u. tel/ � ( t O Q Cw �n W Oto o ti to L 1 0)R: M � - a p W O w m © N 0 :5 U- v ,A v o ca J " Q p 2 b za��g�a wU! �wU, �C-3 �xgy� Q W n CR: ti Z� �ZrWwa a Q R O O a C 2 G LL- O Is DATE: MAY 1, 2020 SCALE: NFA PILE NO. 0127 SHEET 1 OF 8 ti C`3 � ( t W iUj cc -SQ vLC L WQ w U- DATE: MAY 1, 2020 SCALE: NFA PILE NO. 0127 SHEET 1 OF 8 CA -- ,---"` •--"'". r ..J---^----."""' e,..,_,,: �.1,..a.. �-.-., v, _ �-,.,».. � g ;firM w ..-.,-F.- -,:; _ a - 6 f- F _ -[ a— Th } n Sol R. h o ✓� \ _ m -n v cog J akC t , 3? V tp f ' f - .t n /J , f13 ._.,--- _ .,<,_.._-.-�.. - i / Of : 1 $ y Sn 1 ".,. '. i kk �'t 31 _.-..--,.--._,..., -•_•, ia*.+--*-,-i.- ..- S 1 % ! ) .l (n "1 Ln p \13 `+I - v1 t ' 64-(A)-45f ' # n Q 111 i GROVE-MCCOMAS, LCC INST #034029451 R u' P \x`� ZONED: M-1 USE: OFFICE WAREHOUSE ; a `zcnwo z z h p CZ a ouj a a � 1 Q zoz C a i z i`4 , t tw�ia�� L14 Ly ZK vice -� _.(J %- .. __, ib gT 8 ct v o 0 \,\., ,a N _ • - Co >a t 01-1 0 l, a \ ? n0 q co TOP 2.63' 7 j BID ow f' IN V TfB.43'/ if A g ��3'i' }PREME i EX, INGRESS-EGRESSAND VARIABLE WIDTH` /j ;TRANS. o ppVEN�NT - 6A5 i PARKING EASEMENT �' 1 #070016270 p - r /z'7RF 1j 5 64°01'20" E - 419.73' { MAGNAIL ,. _ 1 t ` } Og�1! ' r 00 �s o ac. _ ___ __ _ __ - i fi " / _ CURt/EDATR m f sn :. r c-r s.1a__ AR 1 uv T BASEFAVEMEN _ -_ _.. _. _ . - _ _ _ _ . _ r r, I fN 1 • .:" f TRAce SH � , h ay u m R=525,00'e — ; _ ---": HA%D±?Y�. dZtrf%(1}`Q. f GRAVEL >. § r, UTILITYPED I !ENCLOSURE - a o s 0 _ O : x a ,�'l .. tif,;.,-. \� - DELTA53 21_ : 'q to Na tom TAN-59.30 25' BRc . 1'.' t` BRNG="N20°4133 Erte,-_ CHORD=117 B6` _ - t ww ac 64-(R) 45KI thr0 64-(A)-45K7 AVIATION BUSINESS CENTER, LLC st '^.f kit ,.--;-'a�, .t : ,., r V r vim- i f __ .' i - ✓i .. .. "/ - t _ ! #`� TO jf IN 763`B d 3 OUT-71743' ,\acv ! ,f ,j = F O Q DD, ZONED. M-1 i t x l . RAijl 1 INV. 717.27 1 ! ;' s ' `,. G f 64-(A)-4SK USE. OFFICE WAREHOUSE / .. EX wATERttNPSR s 1 "`t SSMH q AIRPORT BUSINESS I RIM=722.29, 1 t 64 A -45P 4 q ti 1 3 IN6"=714.59' V PARK, LLC j � ,t IN 4"=714.64' J Ff DB 949, PG 1043 q f :, a A a i YINVESTMENT LLC _ - INST #200003062 1 EXISTING o# h 1 OUT-714.19 %(t ZONED:M-1 STORMWATER '\ �,r ti 1 USE: OFFICE- WAREHOUSE ( w ZONED: M-1 POND ` \ it `' ,� 0 1 I1 ; �• j -• USE: OFFICE WAREHOUSE r' �v s !' f I 33 1.0971 ACRES 4L p�y�\ frt N o tr 1 r }� ZZ, ' r A�,f t-J` f 1 �t t tt i 13� f ttt: © o pp (( 1 t _ 2S BRL tr.•` ,f DI-1 � , ft Fes. � W fffF Ii� J �, q� (( NV=71 �00' t�r� © P< �� ' vnun v. m eo ¢ �j i INV, = 717.0a �& r,' ° � �C 1: traamums€ # 3, ° tl j ., fff knl� J ��." `% "IRF Q s N62°51'46"W 372.91' r ? ft t / 1 i!± � ^'+ �t H } ' _�. ix_.. ._.-.. .__b:__ � f f 1 r e� f t I t /RANSi r_411– l ftj 64-(A)-45J r ( 1 R&B PROPERTY LLC k C'J 1 INST #150010493 ZONED: M-1t i ,` USE: OFFICE ft r t 1 t �t DATE: MAY 1, 2020 SCALE: 1" = 20' 20` 01 20' FILE NO. 0127 SHEET 2 OF 8 GRAPHIC SCALE Q _ -- _ -- o C) x f Ii 0 CD U -.--' t 4 J r C:Q O Ri ' .--- f€ ? b ry N -. SMP �Q MOOR Rp �Iz Sol R-0-+Iz CZ -if iii if tf tt, j f it 1 if l t ' t �;s\4 "E `a f i tf � »-,��•,`y�'. L x i j ( } �- F -VSA:.•. a #} 4� '1 t r{ ,/ �t.� _�� �� _.�T�.��r. ...� �_-..-=-� ) 3 4 -. i t 1 t t t 44 it i t O 64-(A)-45K7 thru 64-(A)-45K7 AVIATION BUSINESS CENTER, LLE't `'i ZONED: M-1 '° yk 'i- USE.- OFFICE-WAREHOUSE 1 � 64-(A)-45i t �it It GROVE-MCCOMAS, LLC t i if t� ii l INST #030029451 ZONED: M-1 '` ! q� � USE: OFFICE-WAREHOUSE ` fff z i 4 s z wU� w"I , �x .. C` i iE qg-':: q f "K (Q U, CC 41 t. ,. '' \11 .mac- �A - Bim` g(7 C , 1 J Oona a _ o».�-.- —a'- (l/ 0 U v" ,.- O N ♦V ..... 1 GO r p �O \vCO– fit CO ' f , i Q if z VERIFY WATER METER CROCK AND YOKE MEET CURRENT l 1 if ,, LZ C � �� %=. u.`1w `� � � TRAfFICRATED ! fir, r _• o , � , �- '' i � � � _ �_, � �� I TRANS, / � uF SPECIFICAT70NS - FREDERICK WATER FIELD INSPECTOR WILL t t, tti Jl ,z VAULTS REQUIRED r f L r n (J z z LLi FOR U77L1TY r MAKE FINAL DETERMINATION`•'i - ` JUNCTIONS i v 564°0120 E-413.73' i. if z ZZ/ FAA DETERMINATION LETTER ''- �t �� --_ ___ / � CURVE DATA �it �� v C"'1 UG,-�_1—�!i _,____ _ -_ __ _ __ __ _..._�_ : -'---_ ..-�.. .-...�-.. ..�. _-. _ f r '` / w � C CYC * XThRAfIN.4770NOFNONAZ4R,0 A0 ttRNAk749ATION "* 'tt _. :.,-: Ji-----�u;,.; ARC-118.10" � � � -- �� � � ___ � �'. _ --._- _..w-....o—....._...._..—.—..._._.. > ..... � __ _ _ _.. . El2x45 LOADING SPACE fJjJ�y .%.^ ,t t= �� J ! _ i 4 rU7TL,o TheFederafAvrahonAdmmistrabonnasconduCtedanaeronautrcatstudyundertheprovisrons R=525.00 _ : . - _ o r =� t ?� ��� i ttA HOE y^ ururrREo. -�_._ 3'R "/ 25'BRL -_. _.-_. _ ---_ fn 0 W . � DELTA 12 5321 ,; � --; ,�----,--- _ _-___ 49 U.S,C. Section 447 8 and if Usable Title 14 f the Code Federal Regulations, of 1 a app t o 0o eg part 77, concerning: ; -_ TAN-39.30 � � � � � BRNG= N20 4133E — _-.- -. __ __-- --5 Conc. Apra» D- -�_ -,�_ _. _ __�_ _ _.._ .._ ._ _ _,: � - r - : - � _ w Structure. Building YCleaning a_ ,: _., s'" �' £ i' < /^ CHORD-117.86 , 1` _<r.!"..d� '�:y •,f---C, S g : ` _ `� $ s x O O O �. O 3 a ! 8 's a 8 a : x x a s x x x z m ' t O O i $ 8 z x z r 1 tf'tt, W F ¢ O N O N o Location: Winchester, VA Latitude: 39-08-37.95N NAD 83h" S. s� i 3 '^" Q' 0.: t �_� � C M 3 O Q k C O Q -0 4, Q O O R , 4 C � a � P p i ti i.; ' ^� ti ' y iy 'h O t 9 4 O R O ' 'j t t,= vt t / ti M 3 Longitude: 78-09-13.96W Heights:726 feet site elevation (SE) ,, if N N N N ! N N ti i �e 1 ; - 1 I �r z A 64-(A)-45K 24 feet above ground level (AGt) level EX. WATERLINE s : 3 10 000 sf Total Z 8;000' fF=723.0' f , r' ,r o �,, i ,' SSMH ii fr AIRPORT BUSINESS RIM-712.29 PARK, 750 feet above mean sea (AM5L) . + F i j Warehouse ; w Q �� I i ,r LLC This aeronautical stud revealed that the structure does not exceed obstruction standards and y } ;S I i a,' f i y m cn q a a m: 2,OUO Office x o 0 a i i fF72&.0' a ! x a a o o o q0 �. IN6"= 714.59 Y %t DB 949, PG 1043 a c , _ IN 4'-714.64 ZONED: M-1 �+� �1 s� �r would not be a Hazard to air navi navigation provided the following Conditon s if is are g P g O. Y. O,, _ �^ t 8 °� z ca 4; i z a x $ o g z x °? OUT=714.19' USE: OFFICE-WAREHOUSE met.. Al t 7-Step z c It is required that FAA Form 7460-2 Notice of Actual Construction orAlteration be e-tiled 4 i PROPOSED t .• f ` x 75.0 , 250. .. 5' TURNDOWN SIDEWALK b j ,if any time the project is abandoned or: MONUMENTSIGN �`}` =E, u ;, i• 6�?r, iL if At least 10 days prior to start of construction (7460-2, Parti) X Within 5 days after the construction reaches its greatest height (74602, Part 2) : i Ir� oute wnspo is and alk, t face if curb o l� (� Based this and lighting are not necessary for aviation safety. $ Y j a i�" ' if t (/y—�} t 3' is , V : q ti •\ i {t ! f 'f A t on evaluation, marking - I , _, ; I' t 25R (� , i ,' \, rr However, if markingjiighting are accomplished on voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7450-1 L Change 2: i -� - h 9 t \ i ;t r` t lit a 3R ' This determination expires on 12/09/2021 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of } I e y t s t f � �sl t' �� 25' BRL -- 4 1 ' 1 i 1.` 1 f y' '�'` r ;� ` , ; E^ W >.. � W Actual Construction or Alteration, Is received by this office, F n ^ DI-3C - 4 ES 2 { J '! 9 �,i r (b) extended, revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission for has been filed, as required by f , , ` --- ; , i , TIEINTO EX. CURB j TOP=722.5' Pti INV=71 .5' S 8 1 ,, \ _ t f C firi C ) (FCC) and an application a construction permit determination. In determination If t i i, 3 i 0� 2� r , the FCC, within 6 months of the date of this such case, the expires on the date prescribed by the FCC for completion of construction, or the date the ra xv m f 'ftf w ____ v _ n -- i r i i ` 1`+ 4 c2 F FCC denies the application. i -; � o N 62 5I 96" W - 372,91 r ri ,t O " ♦ ti NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF INS DETERMINA77ON MUST Q � l �ri L BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTERRE-EVALUATION Of CURRENT OPERA TIONS dN TNEAREA OF THE STRUG7URET0 DETERMINE THA T NO CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY 8E � � � ......�, e.,,�.,...>.-.,�.`-'a _ .. �� -_ _.- lit It CK SIGNIFIC07-AERONAUTICAL ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. ,' TRANSI' r L 1 _ i _ 1 64-(A)-451 J 11 1 r This determination is based, in part, on the foregoing description which includes specific �i R&B PROPERTY, LLC �r I ,=1 r` ,i i I t Coordinates, heights, frequency(res) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov ' i ; J ( INST #150010493 tt ;' - ZONED: M-1 l ; t' ,j` 4 i 2007, will void this determination. Any future construction or alteration, including increase to ( r f ,t USE: OFFICE C FAA ' AIPORT NOTE tit %� Zt heights, power, or the addition of other transmitters, requires separate notice to the FAA. This / f determination includes all previously filed frequendes and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA • This project is listed with the FAA as file Y CLE-000579236-20 f within 5 days after the construction or alteration is dismantled or destroyed. This determination does include � t The Case number is 2020-AEA-5493-OE for construction from June 30, 2020 Un temporary construction equipment such as cranes,:derricks, etc., which may used during actual construction of the structure However, this equipment shall hot exceed the overall t thru December 31, 2020, heights as Indicated above Equipment which has a height greater than the studied structure • Any cranes and/or temporary construction equipment is required to file a requires separate notice to the FAA, separate OE/AAA filing. Filings shall be made at: DATE: MAY 1, 2020 This determination concerns the effect of this structure on the safe and efficient use of https:!/oeaaa. faa. go v/oeaaajexternat/portal. jsp navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities SCALE: 1" = 20' relating to any law, ordinance, or regulation ofany Federal, State, orloCai government body, • The contractorjowner shall provide The Winchester Airport with copies of all FILE NO. 0127 permits issued by the FAA, For further assistance, please contact (847)194 8084, or "ustin.hettand a faa. ov , 20' a: 20' On any future correspondence concerning this matter, please refer toAeronautfcaT Study Winchester Airport contact - (540) 6615768 Number 2020AEA-5493-OE SHEET 3 OF 8 Signature Control No: 439521510-442480335 GRAPHIC SCALE LF-q o ■ : v � w- a�- R.` 645 �^' it A OAD _ IRppR q r- - ff it ji 0. it V CID it a _ /z- it r r i co 1 i 1t j} F t. !i t y o i GQ �y7,.,r z i If t t s 1 st € 64-(A)-45f i If ti i 1 ,, I GROVE-MCCOMAS, LLC i tt i �� INST #030029451 t ± ! q �� ZONED: M-1 i. USE: OFFICE WAREHOUSE a 2 l} • `f f1 e: i i Sj Ft S Jf cr � C-)ui (W q per, U 4 Ig ¢ U(IDUj U SK if Mt 41 -.:. .r w 1lx . = 1, _ '." .. (j g t" t f p ,. T't' , ��: Jt `:.�.' 1 .. ,} t _ u- -.�: r k i 3 it 1{` t jr Q Q ».....-^ to l} • t'i\\}ts�� s ,t t K G0 ©� _ _ 9O �911 C]ff, p n •� ��t '^^>.,. :i. = � : /�, i 1 � .-- � � '�. e.. _.._. ",_.- �-. ... ..._. _... "_ g'A_. _ _._ ...M, .._...,v'-�-'<h / i' r" L._ i ,` ' ;j U �-- ILI t a fi amu' f t a ' `'. �s... e'.3uf: 5}'�, O Z d5 4 t �` "�` -,— "__-22'%..-.i_ _ _ __ ._ }�i-- ,Y ��`-.-. t.•t f t 6 (�jJ O u.y . . If fil 22 , CURVE DATA zt x .__ +. ; t _ __ . # __ "_ _.,__ . __. �. 13 „'z r x ARC=IXB.SD �,. -:�" R-32500 r_� 1 f ' 0 0 DELT4=11°5321" � ` vm 25.0 25� �zs 22 _ _ 2 _ r _ - i w w C _. 2$ 2 L t v> yr I �- , � f� r TAN- 59.30 � - — BRNG= N20°4133.,Ele!nI!n a a CHORD=11 86If en �, i U i..., "� � �. , , �-,. 25 i 64 A -45K1 thru 64-(A)-45K7 AVIATION BUSINESS CENTER LLC 25� f 1 o `rva �a,.r. t 64-(A)-45K USE, OFFICE WAREHOUSE t t z x o 10,000 s T a i _, _ f o / F ,:� 1 SSMH r 1, A Nu pp FF=7 3,0 0 # % l AIRPORT } r ,' r 8,000`WarehoUse _ \ 1 Y RIM=7 2. 9' PARK LLC 1000 _ ___-'-.�._ '�,. t \, 1 -#,rt { f i r , OCe wv - " - ; o \ IN 6"p759' ( 1 f{ f D8 949, PG 1043 FF=7 - '� F IN4"= 14.b4' ' ZONED: M-1 26;0 1t /to ' C USE OFFI E WAREN �r1R.i9' j - OUSE oUT t l 1 - p i i 21 .8 m ., _ ,. �. 2 25 RNd7 W I➢EWALK 8- 1 ? .O , t� S 25 a I ! , i 7 ;, } r a r {' �`�' i t l ' 2T 25f — - Z5z _. r. 5 25 __. __ 2 z 1 _ , : , gg V 25 r .f ...-_ - --_ _- _.� ._, , t � J p,j. it All, { 4 ' �...-- -: - _ � .- i i 4 4 1 {' cF t i i .J` I r ftr�r Q r t 1 , v 25 r \' At t � � it'F� / {'�` � �,n ,-.t ".- .. '_.. "" ,,.`" .: f "f �' # 4 A til � t ` ll t� (�>s f t r & $ t `E: ✓ 252.__..- -.-_, htr G 1 i ' y ,r 25� 25� 25 t 3 4 # < 1 Q X718 r.�r ( : F � i f r _ i •. ; ii, , , k i; ; t i I j s _,:..... _... �, _ ./� _ q t{,'J ttt ii i7i tier--"_a,. F _.�" /. _, 7< .-,-, ,�1� ..,-.. 2.� rr-- - t,r t:a �+'!,�} , t : �. s ,�.. f ' " 1 = '� .--,."a ,y'L 720 i ,/ d/ r 1 { ,� i' :r �,' _ t r ,.:` . ft 7j #� {(``�.. --.-"' '113 `' 1� r z ala - ' _ i $ �t , : _ - ikt, k..-.. .._ --- �, ..._._ — j _ ` _� -`` ^-.._20 .�„ �: /F,, �,. j t s�-s t _ it r' 1 J Q).C,i. LQ � y - ^., i i, ,.Jn f3.>' �..' "_- _- ^'".- r �.. ,�" //„,�. `- .-F dd 1 /J ' I ,_t 4 Ci' C,J ` v 26.0 j - — s +20B t`' Q p C r 2Yp 22. f nQ / ,`r h it f _ of w � i i ltl i � .... .._; a. p % if,.-..4 /r _ 's c'- 1`. .."�,»'" _"..v..:..a _ __ -"_ .,._ �._ .-, ....� ,.- .. .�. _..., .._ _ _.�.. _._ ,._ ti i--.7 r j l _._ _-,_._ _ �, __ "____ ..,�".__.__ ._. _.�. ? X'`^"" _I ' Ie �`_ _ :...-..�.-�.. __. -. _. � _._,. _. _�. _..___...."-=- -- --_- -'--- ._ . -• .,._...._. � ,�.. -._._ �.._._.� tr e�, _ it a ry i ---' •� f g._ k a ra r^Y` I 7) tell i i ���t 64-(A1.451 ti�11 if = R&B PROPERTY, LLC f t ! SK INST #150010493 l i i ZONED: M-1 /t t ' F it USE:_OFFICE i LQ ,t" �tl' ,r N DATE: MAY 1, 2020 SCALE: 1°= 20' 20' 0' 20' FILE NO. 0127 SHEET 4 OF 8 GRAPHIC SCALE DRAINASEAREA STQRMWATERUANTITYANALYSIIS Q SOILS MAP - 111=4001 2"OFSM-9.5A � The stormwater pond was originally designed and approved in 2004. It was constructed, in 2007, by the northern lot since the pond was sized for their /f - 3" OF BM-25.0 o Q� a_+ M o stormwater as well. l4 1 ; q 8' OF21B COMPACTED TO c The pond has been functioning for 13 years. Inspection of the downstream area shows no erosion issues or standing water,41C l = Q 98% DENSITY C n 0 1Z The 2004 pond design for the development is stilt relevant since the amount of impervious area created b finishing the build out of lot matches that p Y 9 _ - _. `.�,��� - -- -------� "� - f f f / / SUBGRADE FREE OF ORGANICS � �� & COMPACTED TO 100% DENSITY C ® design. The original approved designed utilized the Rational Formula and that � l } � formula is used for this update. 1„ The pond volume of the original design is 8,057 cubic feet. ; ;' 'r t �— r,, ON-SITE HEA VY PAVEMEN£SECTION (BETWEEN BUILDINGS) rZrZ tz - N `� ---- �" ' — The existing pond volume is 6,415 cubic feet; however, the pond has been functioning fine over these years.: t 1 q a a -` ` _ � ; - ,� � _ � �;r,=`..-� _ _ � � _ _ `-'" `� �,� . �' -� • The pond volume with this design will be 9,517 cubic. Grading around the building will provide additional volume: ro ea Also, rather than a 12" outlet for draining the pond as originally designed, the -7 t �� ' /�,�'� SITE ; i 41D f %� I � f f -- k;` . ,� - 4"OF3500PSI CONCRETE Wj NATURAL SAND A : M u n outlet will be reduced to 6" to slow the flowrate. 4" OF21-B COMPACTED TO 95% DENSITY Q With the /anger volume and reduced orifice, the following calculations SUBGRADE FREE OF ORGANICS s __ _ -- _ Pre-2004 Ftowrates 7-year event = 3.9 cis, (2,055 cu, R.)- / & COMPACTED TO 95% DENSITY ? f 2-year event= 4.7 cfs, (2,455 cu. fl.) `- ; ' i TYPICAL SIDEWALK SECTION f � ,� � � 10-yearevent =6.4ch; (3,384eu. 1t) > l l � ' _ l �: 2020 Post-Development Flowratas r �''� > i� �\ 1-year event =8.6cfs, (4,509 cu. ft.) 2-year event = 10,2 cfs, (5,366 cu. R.) ,r t 41 } „ 2 OFSM-9.SA Mkt �- '7l. z0-yearevent=14.2cfs,(7,4z7 cu. It.) / f+ [� ,IV ACRES ,+ + * ! Pond Routing i r �V 8"OF21 B COMPACTED TO 95% DENSITY �1�, A �.�J AL3R�,7'It'/PERM VJ ; �� ' Theflowratereductionis: 2i ��� SUBGRADEFREEOFORGANICS �� �� �tw m v> `c 4x,\ 7 - ; Q. ACRES'GRASS ' ;' '� ' r ' 2 rear event = 1.2 cis, (5206 cu. ff,) Y (, ) HYDROLOGIC & COMPACTED TO 100% DENSITY r } f • t - „ 10-year event= 1.4 cis, (7,208 cu. ft.) CODE SOIL NAME GROUP TYPICAL LIGHT PAVEMENT SECTION 4 ;tj� I Energy Balance Equation (1 Year storm) ; 98 CLEARBROOK CHANNERY SILT LOAM D UNDER CAR PARKING STALLS ONLY I (Q-post) < Q-pre x (RV-prelRV-past) 1.1 <3.9x(2,05514,374) ;, ` ' 6„ OF 4000 PSI CONCRETE WITH t yz WIRE MESH (OR #4 @ 12' GRID) O nwa LI < 1.83 requirements are met. ., q x v Q g R- 4 6 OF 21 -B COMPACTED TO 95% DENSITY tai S x ;Y-� � ST(JRMWATER � j � Q z � QUALITY 1� SUBGRADE FREE OF ORGANICS u ¢ z If p j The land, disturbance for this development is 0.75 acres. That is below one acre minimum requiring stormwater quality measures. & COMPACTED TO 95% DENSITY TYPICAL TRUCK PAD SECTION 0.z Q- U, w e o a z m o o z zj (.0 o z ? Also, the Impervious area matches the 2004 previously approved site plan that the n < Zr U q q o 0 original stormwater pond was designed and built for. 3' MIN. 12:1 r— 12:1 3' MIN. it N� CG-6 CG-6 f , 0 _ a�. . ( } 730 730 O v� if 40' 0' 40"- { 3 Z O 66 r o fY t tL j I E VVV} In / 2 {� GRAPhIC SCALE ✓f r 4 t 725 725 LU d z d [. G. ;:` sig 'vs s 1 i (i flT >? -t l f" ':.� ,$a Lu o0 J� t 1 4 ' �i Ift i a'" r\: t � t 70lkyT ....--!{i....-,., t 720 -- tBp,'_ , -. 720 Q o M •-, O ca r a NO S: E `� _•aaas f � £� `�.` ___ . i 1. H C SPACES MAY NOT EXCEED A 27 SLOPE. -._ ! tl* {' � N S 2. RAMP BUILT TO 1/DOT CG-12 STANDARDS. it 715 ,-.__:_ . c _-_ -- _____ __ _. 715 J. „ WHITE STRIPING SHOULD BE 3 WIDE. _ GRAPHI SCALE f~ ; 4. H/C SIGNS TO BE SET X BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. j f i 3 _ �. A i �,! ry. 1,y t<h � R7-8 HANDICAP (12-XRIN0181) `} � e f * 1 . ,1 } i£ r ` 1 CA, a � � � 4 w � o q � a o! f w ti o ti � �n 4 t? RESERVED ti `Z =fi 7 l i _ - _ o+©o of5a 1#00� PARKtNG MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. THE ►.uLi g +� C,) J Ll i s ` OF ACCESSIBILITY ADJUSTING Q, t � t t e F ` J Jf J EXISTING STORM POND PROFILE HN1 -50; V�1 -5 REQUIRED HEIGHT IF REQUIRED £0 ACCOMMODATE THE ADDt770NAL w"5 0 g _4 q Q `C aC �} 9 1 1 t ' jf it i 1 i I `1 € l LINES v ~ 4 V ti ` ' 1 VAN ACCESSIBLE $ U 22 r r I� } E.f REQUIRED PENALTY $100-500 EFFECTIVE PENAL JULY f, 1998 d Q PC i tff Ifi s f TOW-AWAY ZONE h Outflow from Pond The the flowrate for 10-year 25% -. pond reduces a storm to of the tiowrate for a developed 2-year storm. The outfall of the existing pond does not show any pre W ' 1 I signs of erosion or damage downstream.Furthermore, this flow stays well with the downstream does banks.CONCRETE PARKING SURFACERt ¢Y f `P t ;' swale and not overtop any WHEEL STOP (IF REQUIRED) q �} .r rfJ _ ri 1 j, 718 k q�7 a �� _ , �- �- f�� •' g ,'� Back Wafer Conditions HAND/CAP PARKING SIGN DETAIL E -� 1� fU '� l (NOT TO SCALE) - �`� 72a r y a =1 1 This site does not create any backwater conditions that will affect upstream 723 t t r properties. All flows, storm sewer, ponds, are lower in elevation and any water can - ---, i = : 2—8� t flow over these features before backing onto other properties. ` r ,1` DATE. MAY 1, 2020 x / f � f '71f j} d Jf { f f ,, :I �V `r Storm OVerIG�%l d Note SCALE: 1'" = 40' �j �G _ + � k t / l � 120 The pond contains and passes the 100-yearstorm; however, d it were to breach, FILE NO. 0127 SHEET 5 OF 8 s the flow will stay within the existing swale and flow south to the stream without causing damage to any structures, ,.�" l F Ct)iVTR STANDARD SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) CONSTRUCTION OF A SILT FENCE PIPE OUTLET CONDITIONS FR, C? S E' & S NARRATIVE : 1) Topsoil will be spread at a minimum depth of 4", S I UNE GUNS' TR UC fiI UIV ENTRANCE' (WITH WIRE SUPPORT) 2.) Pulverized agricultural limestone will be incorporated into the soil: at a rate of 92 lbs ,. SET Pasts AND EXCAVATE A 4x4• T. STAPLE WIRE FENCING TO THE POSTS. A Protect Desc(iptlon 1. Permanent or temporary soil stabilization shall be applied to denuded LOGPSICPSEFPG' TRENCH UPSLOPE ALM THE UNE per 1000 square feet (2 tans per acre). �0` MR. EXISTING N r OF yrs 3I (MIN.) areas within seven days after final rade is reached on an portion of the site. Temporary soil stabilization shall be applied within seven: days to This site is located on the souther side ofArrport Road and on the east : A 3 q o 3.J Fertilize with 101010 at a rate of23lbs per 1000 square feet (1000 lbs per acre). • ed h y a g d.. denud areas that may not at rade but wrliremaln dormant for side Muskoka Court, Th : se fthisdevelopment to lac '10 00 s d u ka C rt, e purpose aplace a, ,0 D o 4. Seed mix wttl consist of Kentucky 31 Tall Fescue` 10% Annual Rye, IOID Foxtatl7•• •' e 1 k}' , Y F longer than 30 days. Pemranentstabr/2atlon shall be applied to areas that g Y sf building with parking onto the one acre site; This site was originallysite b g P g: Ptt Ea a ail (OPTIONAL) BERN o Mt//et and 59b Red Clover at 200 lbs per a M'"• A (OPTIONAL) --' ---�- ==Q VIZ P " "` i are to be telt dormant for more than one year, planned and approved in 2004. The shared stomrwater pond with the northem parcel was Installed along with the shared entrance, some curbing, rs / - PIPE OUTLET to WELL S) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and SIDE ELEVATION r -' PIPEDEFINED LET T CHANNEL %� , " 2. During construction of the project, sort stockpiles borrow areas Snell ravel and avement and utilities were stubbed. The current rs now 9 P r .` 6 anchored with cutback or emulsified asphalt applied at a rate of 20Q gallons nacre, r P Pp g Re EXisnw ,HD "' � /� �-`-_�� � Ptah vtEw 1 be stabilized or protected with sediment trapping measures. The applicant , finishing the development and will disturbed about 0,72 acres to finished Jill t j Jill is responsible for the temporary protection and permanent stabilization of ' grade and the site, 70' ""N / !�- / LO 40�10 all sort stockpiles site areas and soil intentionally B ,0, NTN - transported from the project site. the e t site. Existin4 Site Conditions Existing /` �r r x — 3, A permanent vegetative cover shall be established on denuded areas not The site is currently a vacant lot with a small stockpile, gravel areas, i0, M FLOW If II d otherwise permanently stabilized Permanent vegetation shall not be curbing, and an existing stormwater pond. The majority of the site is at T2' Mu EXTSTTT& 4 a -a PAVEMENT SECTION considered established until a ground cover is achieved that is uniform, grade and will require some "fine -grading" to be ready for asphalt and FILTER CLOD, KEY IN 6-9- RECOMMENDED r� EwnRE PERIMETER mature enough to survive and will inhibit erosion.. concrete. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE NOTES: t. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, CTA" : 4, Sediment basins and traps, perimeter dikes, sediment barriers and other Ad acent Parcels FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. BASKET, OR CONCRETE. u.DUT pt �� POSITIVE DRAINAGE 70• NN 2, I.a IS THE t.ENGTN OF THE RIPRAP APRON AS CALCULATED E AGGREGATE TO SEDIMENT measures intended m trap sediment shall be constructed as a first step in e p USING PLATES 3.18-3 AND 3.18-4, 1 T DEVICE � 3. a - ,.s 1iMEs THE MAXIMUM STONE DIAMETER, BUT NOT any land -disturbing activity and shall be made functional before upstream The surrounding areas are commercial buildings T EXTEND FULL WIDTH I� THAN a INCHES. land disturbance takes place, OF INGRESS AND EGRESS OPERATION PLAN VIEW % Source: VG. DSwC Plate 3.18-1 Off -Site Areas 5 Stabilization measures shall be applied to earthen structures such as Tr W. darns, dikes and diversions immediately atter installation, Allwork will remain on site. 5,5ediment traps and sediment basins shall be designed and constructedMOM3' Soils MN... � c! based upon the total drainage area to be served by the trap or basin. FLa a. The minimum storage capacity of a sediment trap shall be 134 cubic The soils types determined from the USDA's "SoitsSurvey of Frederick r, FB TER CLOTH SECTION A -A yards per acre of drainage area and the trap shalt only control drainage County, vA shows (#98) Clearbrook CYrannery Silt Looms (#4iC), These. O•_7- areas less than three acres shale typesoilshave moderate t0 severe erodibillty and are poorly drained . EXTEFISION OF FABRIC AND WIRE INTO THE TRENCH. , The hydrologic class is D, , b.Surface runoff from disturbed areas that is comprised of flow fmm Critical Erosion Areas �• FIuER FABRIC drainage areas greater than or equal to three acres shallbe controlled by + JE a sediment basin. The minimum storage capacity of a sediment basin shalt be 134 cubic yards per acre of drainage area. The outfallsystem the integrity of the basin during a There are not any critical areas on this site, ( WERE shall, at a minimum, maintain structural twenty-five, year storm of 24-hour Runoff coefficients used in Erosion & SedinTent Control Measures REDI eDRAM SPAM SECTION B -B runoff calculations shall correspond to a bare earth condition or thoseWXE conditions expected to exist while the sediment basin Is utilized Att vegetative and structural erosion and sediment control practices shall be SOURM,a fm frabLI,a $vDW EAa FDS Fates Res rDT spm r.OR+ra, RAIE 3.05-1 WM from De Ya DSWC %ffKw It constructed and maintained according to minimum standards and 7. Cut and fill slopes shall be designed and constructed in a manner that specifications of the handbook will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional structural Practices slope stabilizing measures until the problem is corrected Install construction entrance (with wash rack if required by inspeetor) 8. Concentrated runoff shalt not flow down curt or fill slopes unless Install stomiwater ponds and traps contained within an adequate temporary or permanent channel, flume or Install dlveiston dikes slope drain structure. Install storm sewer system Install inlet &'outlet protection 9, Whenever water seeps from a slope face, adequate drainage or other Glade site and seed all exposed surfaces Immediately upon reaching final protection shall be provided. grade 10. Ail storm sewer inlets that are made operable during construction shall General Erosion and Sediment Control Notes a5H Table 6 -IJ be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, ES -X: Unless otherwise Indicated, all vegetative and structural erosion and sediment control practices will be constructed andmaintained according to 11.Before newly constructed stormwatar conveyance channels or pipes are conveyance minimum standards and specifications of theyirginta Erosion and Sediment made operations, , adequate outlet protection required temporary Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment or permanent channel lining shall be installed in both the conveyance Control Regulations, channel and receiving channel. 12; When work in a live watercourse is performed, precautions shat! be ES -2. The plan approving authority must be notified one week prior to the taken to minimize encroachment, control sediment transport and stabilize pre -construction conference, one week prior to the commencement of land the work area to the greatest extent possible during construction. disturbing activity, and one week prior to the final Inspection, Nonerodibie material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by Es 3: A#erosionand sediment control measuresare to be placed prior to or i nonerodible cover materials. as the first step in clearing 13. When a live watercourse must be crossed by construction vehicles more ES -4: A copy of the approved erosion and sediment control plan shatl be than twice in any six-month period, a temporary vehicular stream crossing maintained on the site at ail times, constructed of nonerodible material shall be provided ES -5: Prior to commencing land disturbing activities in areas other than 14, All applicable federal, state and local regulations pertaining to working indicated on these plans (including, but limited to, off-site borrow or waste in or crossing live watercourses shall be met areas), the contractor shall submit a supplementary erosion control pian to the owner for review and approval by the plan approving authority 15. The bed and banks of water course shall be stabilized immediately after work in the watercourse is completed. ES -b: The contractor Is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as " 16. Underground ubJr lines shall be installed Inacrprdance with the determined by the plan approving auttoritY following standards in addition to other applicable crtera: t; ES -7 All disturbed areas are to drained to approved sediment control a' a. No more than 500 linear feet of trench may be opened at one time, measures at all times during land disturbing activities and during site �^ developmentunt11 final stabilization is achieved. 'l b. Excavated material shall be placed on the uphill side of trenches. A ES -8. During dewatering operations, water will be pumped into an approved c Effluent -from dewatering operations shall be filtered or passed through filtering device. an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing .streams or off-site property, ES-9. The contractor shall inspertall erosion control measures periodi1 f cally f ft ;t i and after each runoff -producing rainfall event, Any necessary repairs or d. Material used for backfilling trenches shall be properly compacted in . - ,f__ .__; t cleanup to maintain the effectiveness of the erosion centro/ devices shall he r Y r --- - order to minimize erosion and promote stabilization. ,�, _- --- _ - _ I f made Immediately, -=4 >a z U4 1 `L9' ,-.: -._— s ply __ g .. ,?;i .� t e, RestatNJizatron shall be accomplished in accordance with these t;, ff U;_ _ l t 'r. 72-71-- _j P General Note: } „ cr ;r : - v<:: r� .er_�-'ems--"w� 1 regulations. t,s --� -...�'6rW�-Try,'' The Erosion & Sediment Control Inspector will retain the right to add to or f.A Applicable safer Mations shall be complied with. modify these erosion and sediment control measures during the construction q Pp Y reg P process, withinreason, to ensure adequate protection to the public and - t t. r I7Where construction vehicle access routes intersect pavedorpublic If roads,provisions shall be made to minimize the transport of sediment by - .. t ,t vehicular tmrkina onto the naved surface. Where sediment is trans orted :;'. Z .:-" i -' � -- `- �:� - _,;. onto a paved or public road surface, tho road surface shall a 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 sediment is removed in this mannerThis provision shall apply to Individual development lots as well as to larger land -disturbing activities. ..' 18,0 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or ter the temporarymeasures are o longer needed, unless otherwise authorized by Wal program autho ly, Trapped sediment and the disturbed soil areas resulting from the disposition f temporary measures shall begerpermanently stabilized to prevent further erosion and sedimentation. 19Properties and waterways downstream from development sites shall be protected trom sediment deposition, erosion and damage due to increases in volume, velocity ry and peak flow of rmwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria• SYMBOL E & S DEVICE QUANTITY CONSTRUCTION ENTRANCE 1 each LIMITS OF CLEARING & GRADING 0:-75 ac PERMANENT SEEDING 0.2 ac WIRE SUPPORTED SILT FENCE 360 f INLET PROTECTION 1 each OUTLET PROTECTION I each r V r ..,, t •,--1f®.;..11fllf" Q o- , } `„ -`_, � � °s• 3 I 1 � 7' 1i , 3 t - r / ^ CEdfr ,f r r l r � ,: .�1✓ t .t ;-y: SFI t m_ /.';; __ .." -.` -".. { _. ' ' +',� .-o ='"' � `� 3 _ i / i iv t 'et � f t,. y1 } } p tr t t — 1 t V f a R 3 t , v_ __ 1 P _ _ r f °a �r I f _ a _ 4 P- a: r f �, '�'- _ �( < t i t r t (, I S3<3 ` rf t f, s t _ S i % t t r f I r, r � t - t t Q ' + r 3 3 � s �I / t:. ti ,-- `'� ;.- : ,,._ .-,_ — _-_..._._ _w .._ -^ � •- '� `' --` "' ",,.. ^ t' 1 °* 1. �4 �� / f `. lri ? `r ri, l; ^ r a OP .. 'r^ �;r. t,, i r " 1-2 4 t, - ? r f ;• 4 r . ." - _ _ -__ ,- ..�..- .% .�._ -"' '.`, i it -_ rL' `� - " ` IP �- �,;....,-•�'" i .F t 1 � , " ^ tr t t., r € I I t i \ s': v "` _.....-- "'-_ t . �^ .,--'"' x �,-- x s ` i • iL J7 t( 77 AMO iWA ,�a- .,_._. LCGf T d rl r' �, �,. e.... 'rf t t ' ' 20' 0' 20' j GRAPHIC SCALE DATE: MAY 1, 2020 SCALE: I" = 20' FILE NO. 0127 SHEET 6 OF 8 LOGPSICPSEFPG' r V r ..,, t •,--1f®.;..11fllf" Q o- , } `„ -`_, � � °s• 3 I 1 � 7' 1i , 3 t - r / ^ CEdfr ,f r r l r � ,: .�1✓ t .t ;-y: SFI t m_ /.';; __ .." -.` -".. { _. ' ' +',� .-o ='"' � `� 3 _ i / i iv t 'et � f t,. y1 } } p tr t t — 1 t V f a R 3 t , v_ __ 1 P _ _ r f °a �r I f _ a _ 4 P- a: r f �, '�'- _ �( < t i t r t (, I S3<3 ` rf t f, s t _ S i % t t r f I r, r � t - t t Q ' + r 3 3 � s �I / t:. ti ,-- `'� ;.- : ,,._ .-,_ — _-_..._._ _w .._ -^ � •- '� `' --` "' ",,.. ^ t' 1 °* 1. �4 �� / f `. lri ? `r ri, l; ^ r a OP .. 'r^ �;r. t,, i r " 1-2 4 t, - ? r f ;• 4 r . ." - _ _ -__ ,- ..�..- .% .�._ -"' '.`, i it -_ rL' `� - " ` IP �- �,;....,-•�'" i .F t 1 � , " ^ tr t t., r € I I t i \ s': v "` _.....-- "'-_ t . �^ .,--'"' x �,-- x s ` i • iL J7 t( 77 AMO iWA ,�a- .,_._. LCGf T d rl r' �, �,. e.... 'rf t t ' ' 20' 0' 20' j GRAPHIC SCALE DATE: MAY 1, 2020 SCALE: I" = 20' FILE NO. 0127 SHEET 6 OF 8 CO CO s 10- 5 t1"„- 1 � q 1, ,D 1.0--- s u 2. 2:0 '-ICE-- ' s - �`q 's"t` 4 W I €% Install 80'of 36" ops ue fence for i qq headitghtscreening ,�V (shrubs can not be: 3 r sf l substituted due water € ' = line easement) { if 5 I rt i Puma oodominant PRno moss Remove tags Cut away oil ba"Ing. ropes Remove top of wbe basket �'""'-- !%I tr»T Pnnro tarmlrtat Lauder ar brunch Hps Prune narrow crutch angles Q water epaule -Prune. broken branchos Prtrne Rockers 2=3- mutth kept �awoy fiwn trunk Son war to !-cortfoin water \,. DackI1N serf rUaa for water Renwra aM M drukrege (P1De rootr U be ios could Are, be NatoHed) much bwkp Q, H teave sand WH tedestof — da trot dig deepw� Mon ban depth D17 hale 2-3 tlaros root buff W10fh TREE PLANTING DETAIL (NOT TO SGttb) Site Data Install 35'of36" opaque fence for headlight screening (shrubs can not be substituted due to sewer tine easement) Trees Pru" out any dead ar Calculation broken ioambee, ranmvo 1 per 10 Stalls off tags, jabots. Ab1r' Impervious Area <100,000sf Wr(b8. 4tC. from j.'ian. 34;72212000= 17 2-3" mulch 2—J* So3Sat toroofrnot2ball 1 per 5,000 sf aD re flfada. 20 <� +.�} q Y� Remove cw+tofnw; to makee 1525 sf = 10.8% provided four/fade four X 10, °rt f ff 1/a =t" cuts the DW of baH and out d 'l Cornpo xoffm 9� Cornus Kousa bu♦ull loosen 25'+ CONTAINER GROWN SHRUB SY Prone out any dead Oclat ntaiits anus or broken brunahm 50'-75' Remowa ott tags, !abate, RB "b"I wires, ata. ham Cercis Canadensis Pla 20'-30' 2-3' mulch S 2-3' Sauaer Set top of Rot bolt ♦ @Qsal 9 or 1-2' € C s t , I 5'S Vts Romom rape & Run � € € ' from root buff. Parking lot fixtures and light fixtures on buildings shall be .. TREAT WITH SEALANT. Dh O of rooF CRH. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL UGH771VGSHAU CONFORM TO FREDERICKLOUNTYZONING (Nor TO scacE) i '�` � ORDINANCE § 165101.01 All d< 1' h` f h tfb d d h" ld d d U) 2 Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease, The plants shalt have ample roots and Puma oodominant PRno moss Remove tags Cut away oil ba"Ing. ropes Remove top of wbe basket �'""'-- !%I tr»T Pnnro tarmlrtat Lauder ar brunch Hps Prune narrow crutch angles Q water epaule -Prune. broken branchos Prtrne Rockers 2=3- mutth kept �awoy fiwn trunk Son war to !-cortfoin water \,. DackI1N serf rUaa for water Renwra aM M drukrege (P1De rootr U be ios could Are, be NatoHed) much bwkp Q, H teave sand WH tedestof — da trot dig deepw� Mon ban depth D17 hale 2-3 tlaros root buff W10fh TREE PLANTING DETAIL (NOT TO SGttb) Site Data Install 35'of36" opaque fence for headlight screening (shrubs can not be substituted due to sewer tine easement) Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 33110 = 3 Impervious Area <100,000sf 1 per2,000sf 34;72212000= 17 Impervious Area > 100, 000 sf 1 per 5,000 sf n1a 20 Green Area in Lot 5%o of 14,163 = 7!18 sf 1525 sf = 10.8% provided Trees r , : out oar rg brig rxturess a e eslgne , s ie e , Rime , - located and maintained to shield adjacent properties and to net Planting Size Mature Symbol Common Name Botanical Name Quantity Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 11 SY Sycamore Oclat ntaiits anus 2" Caliper 50'-75' 3 RB Redbud Cercis Canadensis 2" Caliper 20'-30' 6 r , : out oar rg brig rxturess a e eslgne , s ie e , Rime , - located and maintained to shield adjacent properties and to net o rn L Ms Utility lit y must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities, produce glare onto adjacent properties or road lights -of -way. 0 o q C � ®c € € ' Parking lot fixtures and light fixtures on buildings shall be C O U) 2 Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease, The plants shalt have ample roots and full -cutoff fixtures. 6 0 be well branched. 3. The planter shall guarantee all plants for one year. Building -mounted or wall -pack lighting fixtures shall not be p 9 9 TYPICAL 36" TALL PICKETS INSTALLED ON 4"X4'X5' TREATED POSTS SET 24 PEEP, " 4. Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to P 9 9 P HUBBELL WP -1 :FULL CUT-OFF mounted more than 25 feet above the finished grade of the the owner, MODEL # WP2CH175 T Q building, These fixtures shall be shlelded (fullcutoff)so that the .:: HEADLIGHT SCREENING Plant sub 5, stitutions will be allowed with the written approval of the Frederick County P/annin Department. F 9 WALL PACK L1cxTING WALL -PACK LIGHT DETAIL bl light source is not visible from adjacent properties or road FENCE DETAIL WITH GLARE SHIELDING OR EQUIVALENT rights-of-way. Non -cutoff wall -pack lighting fixtures shall not be - N TS, 6. All planting shall conform to with § 165-203,018of the Frederick County Zoning Ordinance. (Plant selection, planting and maintenance). permitted procedures, NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN S'OFUTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread ata minimum depth of 4", 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Lbs per 1000 square feet (2 tons per acre). 3,) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtaii Millet, and Salo Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applled at a rate of 200 gallons per acre, zq inU,Q) z3y¢� ..0 ,-., 4 3 Qi C �� CSgp�UJ i V q q Q to 4 Z V W W Lu � ezzmQ� W K Q g Q Z 0 LU tX I L'3 ce tt � Qi V z � to �y �j LC 25 rte+ W Z DATE: MAY 1, 2020 SCALE: 1" = 20' FILE NO. 0127 SHEET 7 OF 8 o rn ■+ 0 o q C � ®c Ql t'1 C O U) 6 0 zq inU,Q) z3y¢� ..0 ,-., 4 3 Qi C �� CSgp�UJ i V q q Q to 4 Z V W W Lu � ezzmQ� W K Q g Q Z 0 LU tX I L'3 ce tt � Qi V z � to �y �j LC 25 rte+ W Z DATE: MAY 1, 2020 SCALE: 1" = 20' FILE NO. 0127 SHEET 7 OF 8 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "All SIGN TYPE "C" SIGN TYPE "D" NO NO No � q PARKING PARKING PARKING O ti SECTIOND101 GENERAL NO NO STANDING N STANDING STANDING DIQ3.7 Curb D@6&tlafion: Where curbing is provided adjacent to fire lane, it must be C 4 0 fl 0101.1 Smpe -fire apparatus access roadsshall ba m accordance with this a endo and all others btabie requirements ofthe internationalfire Code. S£CTlOND102REQUREDACC£SS PP pAPARKING R PARKING A KING FIRE LANE PARKING —. FIRE LANE FIRE LAN E ,,.., painted yellow within the limits of the bre lane. In areas without curbing a 6 inch yellow a., .,_ ry tr 3 L -/ D1 Z3Atceuand oa.ffI-Faulitres,buildmgsorpoftronsofbuildmgshereafterconstructedshallbeaccessrbletofrredepartmenta paratusbywayofan A DR OR oe line shall be applied to the edge of pavement. Paint be highway traffic rade, pp g p 9 y 9 c e approyedfrreapparatusaccess roadwith anasphaIt concrete orotherapproveddrivingsurfacecapable ofsupportingthe imposedloadoffireapparatus weighing arleast75,OfKipounds(34050kg) STANDING STANDING STANDING n 0 0 0 (D U SECTION 0103- itha CA Where FIRE LANE FIRE LANE FIRE LANE � � l 111031 Access mad width wrthahydrant cessm1dwMffi hydrant�trehydrantlslocated an afire apparatus access road the minimum road widthshalt be2fifeet (7915 mm), exclusive ofshoulders (see Figure D103 1) ,-"'� No More Than 50 feet !� 6 6 � 0103,2Grade-Fire apparatus accessroadsshal/natexceedl0percentingrade. Exception :Gradessfeeperthan POpertentasapprovedbythetTre chief. �► � .2 Between Signs -�� _ C11 D103.3 TurntngRadius -The minimum turningradiusshallbe determined by the fire code official. n try o 0103.4t1ead Ends - dead endfire apparatus atcessroads it excess of 150 feet 720mm) steal/beprovided with width and turnaroundprovsions in accordance with Table D1034. Standard warding with Standard wording with Standard wording with n n { 6 � ? m r o 31 (!) a ' m TA81ED103,4 R£QUIR£MDMFORO£AD•END FIR£APPARATUSACCESSROADS an arrow on the bottom pointing to the right. an arrow on the bottom pointing to the left. One no arrow. Due sign mounted parallel t0 the > � � @ E LENGTH(feet) W1D111(feet) TURNAROUNDSREQUiRED 1. Length 0'-150 ' One sign mounted to the line of sign mounted arailel to the line ofcu�r7g or line of curbing or pavement parallel curbing or edge at the y a. 20'width required b. no tumaroundrequired pavement edge at the end of the 9 pavement errd of the painted area. p limits of Fire Lane �,► Curbs shall be Identified by a 61neh Rolled curbs shall be identified by a 6 Roads with no curbs shall be Identified p t M 1. length 151=5 painted area. ('� 1 yellow paint stripe on the top and side. inch yellow paint stupe to the top. by a 6 inch yellow stripe. U a a. 20' width required b. 7urnaroundrequired•120'hammerhead60"'Y';or96'diemetercul-de-sac 3 Length 501=750' a. 26' width required b. Tumaraundrequfred-120'nammerhaad60''Y';or96'diametercul-da-sac --- s 4 Lengthgreater750' a. Spedalapprovairequired J -- '' y .0 __ .. w`/44 - ---- -^ x ; f„ o D103.S1I're8g aratusaccessmadgates r --" - j L , •` Garessecumig the Are apparatus access roads shaft romply with all ofthe fallowing criteria: ='' 1 -- ` F/ % I� I. The minimum gate width shall be 20 feet16096mm). ' 2. Gates shall be of the swinging orslidingWe.j; - ' 3. Constructionofgatesshallbeofmaterialsthatallowmanualoperarionbyoneperson, 4. Gate components shal/be maintainedin an operative condition atall times andreplacedorrepafred when defective. q - 1 IR S£lectnegatesshallbea �S equipped with means ofopeningthegatebyfiredepartmentpersonnelforemergencyaccess£mergencyopeningdevices be by shall approved the fire code otfrciaf. 6 Manual openinggatesshallnotbe locked with apadlockorchainand padlockunless theyare capable ofbeingopened bymeansofforcible entry F } j ¢ a4 tools or when a keybox containing the keys) to the lock is installed at thegate location. - i 7. Locking device spetificationsshaflbesubmittedforapprovatbythe fire code olficiat, be fisted in UL _V - 9 8.. £lectricgote operators, where provided shall accordance with 325. 9. Gates Intended forautomatic operation shall be designed constructedandinstalled to comply with the requirements ofASTM F71 A g ply 4 / _ P V 0103.6 Where requiredbYthe fre codeofilcal, fire apparatus access roads shalt be marked with AermanentNO PARKING- FIR£LANEsfBns comP1Ying . - with figure D1036 Signs shall have a minimum dimension of11 inches (305 mm) by 18 inches (457mm) high and have red letters on a white background Slylsshall be fire bysection D1036..1 posted on one orboth sides of the apparatus road as required arD103.6.2, s fj D1016.1 Roads 20to 25feetin width -Aire lane signs asspecified in Section 1063shall bo posted on both sides of the fire apparatus roads that are 20 to i s' z U 16 feet wide. ) 1 > D1A3.6.2Roads more than 26feet in width -Fire lane signs as specified in section 106.3shall be posted on one side offlre apparatus access roads more " f `° than 26 feet wide and less than 32 feet wide: SECTION D104COMMERCIAL ANDINDUS rRGiIDEVE1OPM£NT3 a s1 ,` !( r/ r u, U o q:Zz z p W g q 0104,2 Buifdngs exceeding threestones ar30 feetin height y ? Buildings orfaciltfesexceedin30feet(9144mm)orthreestoresinherghtshallhaveatleasttwomeansoffreaPFaratusaccesstoreachstructure.UJ a ,1fi othan -A1' `eDIL�2Biigsexceeding61 ca z W chi Buildingsor all eshav mgagross tr rldmga eaofmore than6Z,000squafaet(5760m2)snal1bepmyrdad with twoseparate andappa efire apparatus _ _` accessroads Exception Projects havmgagross burIdrngarea of up 124,Ikdsquare feet (11320m2) tha ave a srngfe approvedireapparatus atcessrad o when allbuildings are equipped throughout with approvedautomaticsprinklersystems. _ l Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum , } _ J overall diagonal dimension ofthe lot olarea tokeserved measured inastraight line between accesses. 54ECRONDIOSA£RIALFIR£APPARA77JSACC£SSROA05 F ', DIOU Where required , ;; `1 ? t = X N Where the vertical distance between thegrade plane and the highest mm'surface exceeds30 feet (9144 mm), approved aerial fire apparatusaccess roads 4t shall be provided. For purposes ofthis section, the highestroofsunate shall be determined by measurement to the gave ofa pitched roof, the intersection of the roof to the exterior wall, orthetop ofparapetwalls, whicheverisgreater. D105.2 width ; t=, x $ t 11 ' ', 1 t z a g Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive ofshoulders, in the immediate vicinity of the % z k t} s a 0 p building or portion thereof. D105.3Pmxfmftytobuflding _ x; 1 ,i i 1 . Q 6 At least one of the requiredactess routes meeting this condition shallbelocated within aminimum of 15 feet (4572 mm) anda maximum of30feet(9144 mm) from the building andshallbe positioned parallel to one entire side of the building. The side of thebufldmgon which the aeriallire apparatusaccess a road is posftionedshall be approved by the fire code official D105.406structlonson Overhead utilityand power lines shall notbe located over the aerial fire apparatusaccess road orbetween the aerial fire apparatus road and the building. } > Otherobstructions shallbe permitted to be placed with the approvalof the fire code official. _ T_C § 90.4Generalrequlremetts The following requirements shall apply to all construction Orland developmentactivrtres in areas of the County to which this c -r article applies: A. Meansofaccess forfireDepartment apparaMts.7;: "� (1) The means ofaccess for Fire Department apparatus andpersonnalshallconsistof fire Lanes, privatestreels, streets, parkinglatlanesoracombination } �n - - % thereat (2) Parking fnanymeansofaccessshallnotbepennittedwithln15teetofatirehydrant,sprinklerorstandpipeconnectionorinanyothermannerwhicf the hydrant - will obstruct orinterfere with the Fire Departments use of orconnection. 'Noparking"signs (3) oranotherdesignatlonindicating thatparkingisprohibitedshallbeprowdedatallnormalandemergencyaccesspointsto Z77structures - -- and within 15feet of each fire hydrant, sprinklerorstandpipe connection. B. Fire lanes (1) The Fire Marshal or hislherdesignated representative, in concert with the local volunteerfire company, maydesgnate both public andprivate fire lanes as required for the etficienrand effective use of fire apparatus. Said fire lanesshall be marked in a mannerprescribed by the Fire Marshal or hisAerdestgnated representauve Parkingin a designated fire lane shall be controlled byChapter158, Vehicles and Traffic, of the Frederick County Code.�� (2) Fire lanes shalt be at least20 feet in width, with the roadedge closest to the structureat least 10 feet from the structure, be constructed ofa hard, fire designed " " all-weather surfaceadequately designed to support any fire apparatus likely to beoperatedinsuch lane orbeofsubstmaceconstruction YESTRIPE to support thesame loadsas the above surfaces andbe covered with no more than three inchesofsoilorsod, orboth, and be designed with radfiof suflinentlength to allow forsate turning byanyAre apparatus likely to be operated onsuch fire lane. 3 Fire lanes connecting ro ubllcstreets roadwa or rivatestreetsshall be provided with curb cuts extendin at least two feet beyond each edge of Othefirelane. g P Ys P g g ,r = `�' §7 ren * F! F I A ti 14) Chains or otherbarners maybe provided at the entrance to Bre lanes orprivate streets provided that theyare Installed according to the requirements of the A uthority HawngJurisdiction,if == -- = SIGN D I, L zt oc /� i t� C Perkfrtglotlanes-Parkinglotlanesshall haveaminimum ofl5feetclear width between tows ofparked vehicles for vehiculararcessandmovement. _ TYPE f ! s 'moi V 4 D Locationofstructures (1) At least three perimeter walls "Industrial,, commercial, public orsemfpubiic or residential structures with three ormore dwelfing units perstmcture ": shall be within 2Xtfeet of street, fire lane, of private street : [ !i jE ? j Q (2) Structures exceedfng30feet in heightshail not be setbackmore than 50 feetfrom a street, fire lane orprivate street I I 3 s W l3J When anyu mbination of pnvafe Erre protection facilities, including butnottfmited to fire -resistive roofs fire separation walls space separation and automatic fire-extinguishingsystems,isprovfded,andappmvedbythe Fire MarshalorhlslherdesignatedrLpresentative as an acceptable alternative, Subsection D(2) I i� f�� Chi} • UJ Z: cl shalt not apply. (4) 7he Fire M,7rsbalorhislberdesignatedrepresentative may, in conceit with the local volunteertire company, require atleast two means ofaccess for Are apparatus toall commeraal and rndustrratstructures Those access waysshall meet the requirements ofSubsection B(3): (5) Landscaping orotherobstructionsshallnotbepiaeedaroundstructuresorhydrantsinamannersoasto firpairorimpedeaccessibilityforfire-fighting - a - and rescue operations E Waterrsupply. kn (1) Waterislipplysysterrisshallbe oesignedso as lobe capable ofsupplyingatleastl,000gallonspe)rmlnuteat2Opoundspersquare inch. Water -; q suppllesshall be made available and operational before combustibles are on site during construction. ; 121 In areas developed with single-family detached orduplexdwellingunits, there shallbe a Are hydrant within 400 feet of all units. in areas developed LLA with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of allumts, In areas developed with six ormore dwelling units J y� perstruchire, there shalthe atleasttwo hydrants within 300feetofallumts. In areas developed with industrialorcommerrialdovelopment(s) there shallbe a hydrant within 300 feet of allportions otanystracture. Where one hydrantis dedicatedto the operation of a stantipposystem, thereshall be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall notbe farther than 50feet from the stanoope. Distance measurements under thissection shall be alongtenter-Ane madwaysurfaces oralongsunaces meeting the requirements of a fire Ian e(designatedorundeslpiated)whereappropriate, butinall cases access toeach hydrantshall bedirectlyhoma 2UD j� _ rA 6" YELLOW STRIPE roadway andlor fire lane. t I 13) Fire hydrants shallbe markedin accordance with the Frederick counrySanitationAuthorltypolicy. 14) Fire hydrants lorated in parkingareasshalibe protected bybarriers that wfil prevent physicaidamage from vehicles a %` 15) Fire hydrantsshallbe located within three icatof the curbline of fire lanes, streets orprivate streets when installedalongsuch access ways DATE: MAY i, 2024 16) Fire hydrants shallbeinstalledinaccordance with the standards ofthe fredenckCountySanitationAuthoriry. r rr (7) Threads on fire hydrant outletsshalt conform to Fre lerlekCountySanttahanAuthorfty pnticyf J f SCALE: 1" = 20' 18) Fire hydramssh0besippliedbynotlessthan asir-mchdiametermainjrli' F Fireprotection d iringconstruttion . Trash, debris and othercombustible matenatshall be removed from the construction site as often as necessaryto is :l r FILE NO. 4127 maintain a frresafe construction Sita 0sf r G Pkns.Complete as-buUtbufldfngflaorptanssfteplansandptansofBre suppressionsystemsshallbesubmittedtotheChiefBuildingOffoalandFtre SHEET 8 OF 8 Marshal, ortheirrespecovedesignatedrepresemiatives,priortoIssuance of the frnalcertificareofoccupancy