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01-23 Site Plan
LEGEND GENERAL NOTES VDOT GENERAL NOTES VICINITY MAP 1 Q EXISTING FEATURESV1. 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. A// work on this project shall conform to the current editions and latest revisions to the Virginia Department of SCALE 1 "= 2000' 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control EXISTING EDGE OF PAVEMENT - EX EP - - _ 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or U) e EX EG 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the conflict between the Standards or Specifications and Regulations, the most stringent shall govern. EXIT 317 0%0 EXISTING EDGE OF GRAVEL responsibility of the developer. All damage must be repaired to original conditions. "Virginia V2• All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health I�CD U v v 5. A construction entrance must be installed in accordance with the Erosion and Sediment Control Handbook" Section 3.02. The _ EXISTING CURB AND GUTTER EX CG-6 contractor must maintain this access for the duration of the project. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. �OUTE 37 O -0 - _ 6. The contractor will be responsible for adequate and positive drainage of this site. V3. When workingon VDOT ri ht-of-wa all traffic control whether permanent or tem ora g y, p p ry, shall be in EX. INTERMEDIATE CONTOUR-----------48- - - - - - - 7• The contractor will obtain a Land Disturbance Permit prior to any site work or construction. accordance with the current edition of VOOT's Work Area Protection Manual. A transportation management plan =, O 01 h E EXISTING INDEX CONTOUR - - - - -SO- - - 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. y SITE a C e 8 o N m EXISTING SPOT ELEVATION 10. The developer is responsible for the relocation of any utilities required by this site plan. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal ij G��1 Q X 50. D" 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole Aq !3 :Ivaa EXISTING TELEPHONE LINE T T T o 12. All controlled fill must be compacted to a minimum of 95/o density following Method A of the Standard Proctor ASTM-D698, AASHTO-T99, VTM-1 Any fill bui/dings, be inspected by responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the p YfY Y Y proposed construction activity. VDOT approval of these plans does not indemnify the developer from this ��. o Fy p� rF 90 0 o v m 9) o or as applicable. placed under structures, or pavement must and approved a responsibility. o p• y o 0 9, -0 EXISTING SANITARY SEWER S S S -- professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MI UTILITY prior n i work. Al utilities e a sp o a g SS U p o to any site or I ut ties shown on this plan are approximate V5. Design features relating to field construction regulations, and control or safety of traffic may be subject to g 9 Y Y J change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall ti? ^�ti o� 0 O ��0 VICINITY MAP i C n c V7 � J C� EXISTING ELECTRIC SERVICE E E E locations and not all utilities may be shown. y be the responsibility of the developer. y 1 " = 2000' 14. The contractor will contain all litter and debris on -site. The work must be lett in an orderly manner at the end of each workday. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and EXISTING GAS LINE GAS GAS 15. An approved set of site plans must be on -site during the construction process. held by the engineer and/or developer with the attendance of the contractor(s), various County agencies, utility ^ " 16. The contractor will notify all utility companies prior to excavation within easements. mpanies and VD T p i r t i itiati ork V7. glue contractor sha l no��y th°e %cal �8 and Development Office when work is to begin or cease for any �1 EX. 15 RCP EXISTING STORM SEWER = _ _ - - - - - - - - - - - - - - - - 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. undetermined length of time. VOOT requires 48 hours advance notice prior to any required or requested EXISTING FENCE LINE X X X Inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that PROJECT INFORMATION DEPARTMENT OF INSPECTION GENERAL NOTES impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal EXISTING DITCH LINE of the work zone V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in Owner Building Setbacks Per Code Proposed INS Rentals, LLC Front: 35' 401.38' 1. Buildings shall comply with the Virginia Uniform Statewide BuildingCode, and Section 303-A-Assembly Use Group of the Virginia Building Code/1018. P 9 9 g , EXISTING WATERLINE W/ TEE W �- Other codes that apply are Virginia Energy Code, ICC/ANSI A117.1-09 Accessible and the Usable Buildings & Facilities, Virginia Plumbing Code, and accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. 269 A /e View Drive , Winchester, VA 22603 Left Side: 0 158.6 EXISTING FIRE HYDRANT I EX. FH Virginia Mechanical Code. Design plans submitted for permit application shall be sealed by a Virginia Licensed Design Professional. Occupant load and Right Side: 0' 18.7' (540J 868 9600 fire egress plan shall be indicated on sealed plans at time of submittal. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Rear: 50'(buh`er) 50.9' EXISTING WATER VALVE W - - ii W 2. New assembly building shall meet height and area for the type of construction as allowed in Section 506. Building shall comply with Section 903, co struction. p p thirty-six (36) VII. Al%water and sewer lines within existingor proposed VDOT right-of-wayshall have a minimum thi inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Parking Setbacks Per Code Existin C�ZNI d w O EXISTING REDUCER W- Cj -- WAutomatic Sprinkler System as required by design. V12. Front: 5 0 shared Side: 0'-shared �~ /a i yy Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Left 5' O O 00 EXISTING EASEMENT 3. All required egress shall meet ANSI A117-1.09 for slopes. 60% of all public entrances shall be accessible. Vestibule or air lock is required for entrances opening into space exceeding 3,000 sf.Tax during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinityuntil an adequate design can be determined b the engineer and a y q g y g approved b VDOT. Right Side: 5' 0'-shared Property Data 25(buffer) Rear: 15 buffer 16.1 = Ln F- a r' � >6 Map Number 54A-(1) A2 PROPOSED FEATURES 4. Accessible parking shall be provided in accordance with T1106.1(1) of the IBC. Where buildings have multiple accessible entrances with adjacent V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the Address Full House Drive Area 3.247 acres Use For Parking Unit Tabulation 54A 1 -AI < Q OhyyO� parking, accessible parking spaces shall be dispersed and located near accessible entrance. A minimum of one van accessible parking and unloading is sample obtained is representative of the location. When soil samples are submitted to private laboratories for Zoning B-2 PROPOSED EDGE OF PAVEMENT PROP EP required. Maximum slope of accessible parking and unloading areas shall not exceed 2Vo. Signage for parking shall be provided as required per USBC testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and Legal References 190013904 7,000 sf Ex. Retail 1 per 200 sf 35 1106.8 Maximum 1/2 "door threshold is allowed per ANSI All7.1-09. that testing shall be performed in accordance with al/ applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Existing Use Gravel Pad and Parking Lot 4,500 sf Ex. Restaurant 1 per 100 sf 45 o a PROPOSED EDGE OF GRAVEL PROP EG 5. Restroom quantities shall be determined b Assembl Use Group based on the occupant load. Public restrooms shall be provided and shall meetANSI q byAssembly P P P a inch lifts to 95 /o of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 /o of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, Proposed Use Amusement &Recreation 54A- 1 -A Services Operated Indoors -� 5,000 sf Ex. Retail 1 per200 sf 25 z o w o y e o PROP. CURB &GUTTER PROP CG-6 A117.1-09 for accessibility. densitytests shall be performed b a qualified independent agency in accordance with VDOT Road and Bride P Y 9 P 9 Y 9 g Data 5,000 sf Ex. Office 1 per 250 sf 22 Zoning � i o y o 0 0 Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. 54A 1 -A2 t~ z x PROP. REVERSE CURB &GUTTER 6. Note the requirements in Chapter 17 of IBC for special inspection requirements on the type of structure. (Soils, concrete, etc.) V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and or as specified b P / P Y Open Space Minimum 15% = 21112 sf P P Open Space Proposed 19% = 26,504 sf 4,800 sf Event Center #3 1 per 100 sf 48 3 z ti o a W y ¢ z ti PROP CG-6R VDOT. V16. F.A.R. Maximum 1.0 Restaurant &Event Total Required 175 cc 2 CY W W R~ 2 w Q C �, � W o 0 A post installation visual video camera inspection shall be conducted b the Contractor on all pipes identified on P / P Y P P F.A.R. Existing &Proposed 0.085 Center areas shown w w z m Q PROPOSED CONTOUR 50 the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe based on seating area Existing 178 o W ^ J o 0 installation for each size of each material type will be inspected or ten percent of the total amount for each size Removed 19 z PC o x PROPOSED SPOT ELEVATION +50� and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be Proposed , 3 o o n o considered as culvert pipe for inspection purposes. Additional testing maybe required as directed by the Area Building Da ta 252 Total o N PROPOSED STORM SEWER PROP. 24 ADS - -��r Land Use Engineer or their representative. Type of Construction Type 2C Future Spaces 25 V17 The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Proposed Area 12,000 sf 277 Total PROPOSED SANITARY SEWER - S S S - minimum design standards and is the responsibility of the developer. Height Maximum 35 feet Req. Ex New PROPOSED TELEPHONE T T T - V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed Height Proposed 34 feet Handicap Spaces 7 8 + 5 13 Total by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On PROPOSED ELECTRIC - E E E - Uniform Traffic Control Devices. V19. The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start 73 of those are utilized by tax parcel Sign Data 54A-(1)-AI per easement at #150009975 PROPOSED GAS LINE GAS GAS of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be Ex. Park tenant sign to be used Loading Spaces Req. = 1 (Provided) provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be z PROPOSED WATER LINE yy W W obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density CoNumbers t N ntacu Sheet Index O PROPOSED WATER METER 0will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge j z Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test L z Surveying & Engineering firm: PROPOSED FIRE HYDRANT reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VOOT representative shall be notified and given the opportunity to be present during the construction and testing GreyWolfe, Inc. (540) 667-2001 of the density control strip. Zoning Enforcement: Cover Sheet & General Notes Sheet 1 V21. Asphalt concrete pavement shall be laced in accordance with Section 315 of the VDOT Road and Bride P P P 9 Department of Planning (540) 665-5651 Overall Plan Sheet2 > COMMON LABELS &FEATURES Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Site Inspections: Site Plan Sheet 3 A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted Department of Inspections (540) 665 5650 Grading Plan Sheet 4 m to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be Eros Control: t C di d S Erosion anSediment Storm water & Details Sheet 5 w M PROPERTY LINE OF PROJECT present during the construction and testing of the control strip. Fire & Life Safety Plan Sheet 6 a V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be Department of Public Works (540) 665-5643 Landscaping and Lighting Plan Sheet 7 NEIGHBORING PROPERTY LINES - - - - explored below the bottom of the excavation to determine the type and condition of the foundation. The Sanitary Sewer and Water. Erosion & Sediment Control Plan Sheet 8 contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing City of Winchester - Public Utilities (540) 667-1850 EASEMENT LINE pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or VDOT1 (540) 535-1824 PROPERTY CORNER FOUND Q otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization be determined by the l by VDOT. Telephone: Verizon (301) 954-6282 shall en eer and� a proved V23, VDOT Standard Guardrail sha installe®where warranted and/or as on these in with Electric: Q PARKING SPACE TOTALS 12 le proposed plans accordance VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Rappahannock Electric Cooperative (540) 622-2001 Gas: Washington Gas Co. (540) 869-1111 ADA HANDICAP PARKING STALL V24. Approval of this plan shall expire five (5) years from the date of the approval letter. MISS UTILITY.- 1-800-552-7001 ` V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. SIGNS v O V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit Zj Zoning General Notes SANITARY MANHOLE IDENTIFIER COP ies of borehole logs and report findings of foundation exp/oration to the engineer and VDOT for approval Q O(J Maximum 1. Exterior lighting will be provided by wall -pack lights attached prior STORM DRAIN STRUCTURE IDENTIFIER ❑1 to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) Environmental Existing Disturbance Proposed to the building. ,C FIRE MARSHALL GENERAL NOTES inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or Features Acreage Allowed Disturbance 2. All lights will be shielded (full cut-off type) or directed to LIGHT POLES need for foundation stabilization shall be determined by the engineer and approved by VDOT. Fl oodplain 0 acres 0/0 0 /o o o prevent glare on neighboring properties. Outdoor trash be in foot W Q LQ 3. receptacles will an enclosed six (6) > N LOCATION OF TEST PITS ® 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Lakes & Ponds 0 acres 0% 0% Wetlands >1AC 0 acres 0% 0% opaque fence. '� 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 4. This project p ject will not disturb any environmental features as W Q 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. Sinkholes 0 acres 0% 0% Natural S. W. 0 acres 10% 0% defined by the Frederick County Zoning Ordinance. 5. The owner will be responsible for obtaining orgranting x W Y i C 4. Burning brush Burning debris is BOO Q ti UW EROSION & SEDIMENT CONTROL FEATURES piles of natural vegetation requires a permit. construction prohibited. Retention Areas easements shown on this plan. j p Z LIMITS OF CLEARING & GRADING - - - - - - - - - LCG 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. o 0 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o 6. Easements will be recorded and copies sent to the parties involved. o = Crl C1 __J � ti INLET PROTECTION !P ®O Wood/ands 0 acres 25% 0% 7. All utilities that will service this site must be placed underground. O Q Q REZONING PROFFERS - 04-03 TRIP GENERATION DATA W W OUTLET PROTECTION ® OP (Jr)LANDSCAPE LANDSCAPING - THE DEVELOPMENT OF THE SUBJECT PROPERTYAND THE SUBMISSION OFANY SITE PLAN WILL PROVIDE THE FOLLOWING SITE PLAN SP # 01-23 ITEMS: ITE AM PEAK HOUR PM PEAK HOUR CHECKDAM _ CD CODE ITE USE AREA IN OUT I TOTAL IN I OUT I TOTAL I F-ADT REZONING #04-03, PRIOR SITE PLANS - #21-03, #01-17, & #19-21 1. AN ADDI77ONAL 12 TREES ALONG INTERIOR SIDES OF EXISTING DETENTION FACILITY. MOP waived February 25, 2016 DIVERSION DIKE 00 DD 1. A 10' WIDE LANDSCAPED STRIP PARALLEL TO MAR77NSBURG PIKE, NORTH OF THE NEW ENTRANCE, CONSISTING OF THREE FOOT ALL 931 Restaurant 12 000 SF 55 12 67 67 41 108 1,079 v J EVERGREEN HEDGEROW AND GROUND COVER. 3. A 10' WIDE LANDSCAPED STRIP PARALLEL TO MAR77NSBURG PIKE, SOUTH OF THE NEW ENTRANCE, CONSIS77NG OF SHRUBS AND GROUND DATA TAKEN FROM THE I. T.E. MANUAL 7th EDITION UJ Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT X_ X_ X_ SF COVER. A 4. A 20' WIDE LANDSCAPED STRIPALONG THE SOUTH SIDEAND ADJACENT TO RP ZONED LAND, CONSISTING OF 4 TREES PER 10 LINEAR FEET LANDSCAPING NOTES RIP RAP RR TREE OR SHRUB SIZE, SPECIES, AND MAINTENANCE SHALL BE IN CONFORMANCE WITH EX1577NG ZONING REGULATIONS. Final Site Plan Approved by Frederick County Planning Date no no no 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Department Reviewer SEDIMENT TRAP ST STREET CONNECTION - THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL PROFFER ONLY ONE CONNECTION TO MARTINSBURG PIKE (US Landscaper must stake and guy al/ trees. Stake locations must a void utilities. DATE: January 31, 2023 ROUTE 11). 2. Trees and shrubs shall be healthyand free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. The planter shall guarantee all plants for one year. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SCALE: N/A MAXIMUM SQUARE FOOTAGE OF BUILDINGS - THE DEVELOPMENT OF THE SUBJECT PROPERTY SHALL PROFFER THAT THE TOTAL MAXIMUM 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 3. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 0023-2021 COMBINED SQUARE FOOTAGEOFBUILDINGS SHALL NOT EXCEED 100,000SQUAREFEET. owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. CONSTRUCTION ENTRANCE CE 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department 4, The Frederick County Department of Inspections approval does not constitute a building permit. Building plans MONUMENTSTYLE SIGN - THE DEVELOPMENTOF THE SUBJECT PROPERTY SHALL PROFFER ONE MONUMENTSTYLE SIGNALONG MARTINSBURG 5. All plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B. must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA SHEET 1 OF 8 PIKE. SAID SIGN SHALL BE LIMITED TO 15' IN HEIGHT AND A MAXIMUM AREA OF 100 SQUARE FEET requirements and be approved by Inspections. %'IRF@ S 4� 32'30" W 0.47' INVERT = 691.16' I EX5O'DRAINAGEESMT #OZOOO20s0 PARK CENTER DRIVE - ROUTE 1323 GPS�P��ER S58°49'12"E-246.65' EX 50' DRAINAGE ESMT I �� — #020002050 IjI{VV. IN = 691.44' 1VV. OUT= 691.39' M0\0 54A-(1)-A INS RENTALS, LLC #190013904 ZONED: B-2 USE: OFFICE -RETAIL 2.25ACRES TOP = 698.291 INV. IN = 693.00' INV. OUT = 693.64' ue 15'HOPF TFE DI-1 TOP=69712' -ARIu I Q#➢ II — so' III I SEWER PUMP STATION NOTE:STA PUMP 77ON THE EXISTING PUMP STATION FOR THE SMH SITE WILL NOT BE TOP=697.52' I INVOUl=690. j MODIFIED. II _ Z IV \� O N59°3T19'PIO BJ2'W. 1.44' �l O - Q,_____.�L 34.03' �^- N59°36'OZ'W S — -- 121,81' —� SSMH r. °, 7 ,�N ,W e. .. » _.. °40'12 -7874 TOP 69876 .�'�"""�"_..N �.-�-�— j 6-SEWER MAIN TOP=69967' ��� MVOUT 69139 I _1 INVIN=692.27' w — w w '�------- t�7 Ir¢our 692 P t 4 ., ee —� �� Vd J EX. 8"DI WATERLINE Ex. 8'x --� / II EA: 20'WATERLINE EASEMENT EX. WV 172 EXISTING SHARED PARKING SPACES F ER r 1 00 OOR 7 .. �.-«_«tx-«. �su•.:�-..v�`�i. sxwc aa�rmncc z-ssme- II - u N ry 1 W � � I #100 FULL HOUSE DRIVE a . II 54A-(I)-A2 RACKSEAT GRILL �_—_ i JNS RENTALS, LLC z 190013910 54A-(I)-AI a'"R \ ZONED: B-2 JNS RENTALS, LLC \ #150009976 t 3.247 ACRES ZONED: B-2 %'IRF USE: RESTRANT- ETAIL \' t, h v f) ory,----- 11 CAR SALES o D/SPL4YARE4 C/0 I I I /4'IPF O — I III 0y , i P :mcc .max mxx r c t I I I I -41 LBI I7T FORLATERAL I Si- I. I / I -i_ I Vanabie ingress/egre o ` J~—J u \\,---'—•-_ J�l'~ProFers EAGAS LINE prt�r ,r7 —_ tA\ 5`—W: M / — 5 ^i — _ _ 29748'BuFery i• „„ �...... — I— N 59°4072' W - 297.48' ---.----. ^---- .-~� l —% ``— I "� % 54A-(I)-31A `\. (/ / TRACT#0500RYA THE CONTRACTOR YARD, INC. 7HECONWC0R YARD, INC. -I' .-"'-'-----� "" 3821 ZONED: B-3 #050013821 ZONED:82 X �— x--.._.— X -- X X USE; LUMBER USE: ACCESS-R.D.W. f385 ac. 10.18 ac. I 0 `moo h 1/ ltttt � Ex7o. \ l ? (t �0�0°�/osnssFsyr V OyyyP= 699.35' INlIa0UT=692.48' MAGNAIL FOUND INVIN - 692 93' 54A-(1)-B ALPHA PORFOLIO OWNER, LLC #220009519 ZONED: B-3 1,321 ACRES INV. OUT=692.83' 9 yQ TOP = 700.37' — �` w• _ O NV. OUT = 693.87' , /e' IRF°' .'.— � r r ( 11 Iq 1 i 1 I( iJ a I) t ! f f / 1 1 ! -- ( x -- x x — X -j— x —=-lox f _ 7nJ -- 54A-(1)-A3 -. ,�•/ l , l / tl i _ RONALD SIMKHOVITCH, ETALS DB 948, PG 247 I 1 I I X ZONED: B 2& 8 3 USE: TRAILER PARKING 2.545ACRES It � tt _-.-.-____-___.__--------- .-.--'' (...-____-_.._.._...-� c,„..---706 —i+fir/r/ rr! 30' 0' 30' GRAPHIC SCALE oLC C o 0 v Ln ' In 0 IC, U O O Imo.. O M� � b O i, tap N O D l ti i N n v� M C C9 o co �-lic �n-3 r-I �oaQa>�z z3tiz�'o�a Z U W U, Q O C3�O0�0 Z O U) Lu W Q IN c � U �• L z Qj LU .� y ,WA _ I 0 zz- v m DATE: January 31, 2023 SCALE: 1" = 30' FILE NO. 0023-2021 SHEET 2 OF 8 4" OF3500 PSI CONCRETE W/ NATURAL SAND 4" OF 21-B COMPACTED TO 0 95% DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 1.5" OF SM-9.5A 2.5" OF BM-25.0 8" OF 21-B COMPACTED TO t7 95% DENSITY SUBGRADE FREE OF ORGANICS / & COMPACTED TO 100% DENSITY TYPICAL PAVEMENT SECTION PAVEMENT DESIGN IS BASED ON A CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. 8" OF3500 PSI . WVFIBER OR WIRE 4" OF21-B COMPACTED TO 0 0 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY DUMPSTER PAD SEC77ON 0 /'IRF@ 5 4Y°32'30" W 0,47' INVERT= 691.18'C, EX50'ORA&AGEESMT #020002050 50' i CI N59°37'19'W 34.03' W br 1y W ..!=7� GpSt�pa��r —_"""-`-`_—_'�-�� ��=--�—�"'..- 558°49'12"E-246.65' EX 50' DRAINAGE ESMT #020002050 0 fl 11V IN = 691.44' "•.."`�. \ /�IIVV. ,O�U7= 691.39' fallla! - 54A-(1)-A INS RENTALS, LLC #190013904 ZONED: B-2 USE: OFFICE -RETAIL 2.25ACRES & \� k 11 CAR SALES DISPLAYAREA SSMH EX. C/O TOP = 698.19 INV. IN= 693,00' INV. OUT= 693,64' {���FH N59°4011' -31.00 I� .Drl_- I � — NVIN=6.75' = 4 } DI-1 INV OUT=6.31' — —A IS"HDPETEE INV OUT=691.1T '-- qCF_ TOP=69Z11' I = .�..�.._.' . tN I I I1 N II � I I v PUMP ( II °� �, �5'lAp77ON II m TOP 697�II I I N INVOUI=690.lVO z r✓ �I � i i " y Yq I I 1i I 6S —h33°SB31'W. 1.44' --- I ry I21.81' SSMH __ .. 2 ,. m_ e TOPTOP=698.7 6"SfWEft MAIN TOP=6 ° I lNVIN —� Va — Yam® �r . 7 " EX 8'OI WATERLINE Ex. B'x Tee Wy co w �-�" ♦ I I EX 20'WATERLINEEASEMENT EX. WV 5'R}fw W rj7f.005R OR SPRINKLER SYSTEM Wj R \ I N � ` ". , _ _ ADA ACCS155/BLEROU7E nv,-aa.a` Fire g Room a M Men M W \ ^' SPRINKLERS #100 FULL HOUSE DRIVE eACKSEATGRIu 8.7'K Women z 54A-(I)-Al 3'O00R . o INS RENTALS, LLC 4150009976 ZONED: B-1 IRF I USE: RESTAURANT RETAIL 20, 1.304 ACRES ILlI 2% e 2% �5% p�� z vs o uor Cooler £ M Men Cooler Stange Llq Bar 54A-(I)-A2 JNS RENTALS, LLC 190013910 ZONED: B-2 ly 3.247 ACRES 4.5R 10'ON DOOR 4,800 sfSeating Area t Sound 3' MAN DOOR $ 12,000 sf(Total) 10'GHOOOR FF=702.00' 3' MAN DOOR u o 0 I A3 mK Storage 9 Stage F OR re Stooge a \ 120' n l 0 0 EX 1'FO CELATERAL ON TOP=r00.0' INV-6967' MP 21 I A M ti El7p IryL„ i "'?bXz oas'6s,er DI-3C TOP = 699.35' INyy.. IN = 692..50' INV,O = 692,48' MAGNAIL FOUND 54A-(1)-B ALPHA PORFOLIO OWNER, LLC #220009519 ZONED: B-3 1.321 ACRES 30' 0' 30' GRAPHIC SCALE V� MHd " VAV 1 TOP = DI-1 70 INV. IN 692 = 5' INV. OUT = 69193.83' J TOP = 700.37' L— \ INV. OUT = 693.87' S 58°47'09"E - 251.39' —1 Qo -- -- -- -- -- — 1 WATER AND SEWER ----- THIS SITE IS SERVED BY THE 1 4.5'R CITY OF WINCHESTER. DO NOT r 1 CONTACT THE FREDERICK WATER 1 WITH WATER OR SEWER ISSUES. 2 1 _. SEWER PUMP STATION NOTE: j --- S 1 S THE EXISTING PUMP STATION FOR J 01 1 0 � t a- umpsTev & Buller per Proffers U. GAS LINE — — — — s/a °IRE — _ N59°40'11'W-19Z48' 54-(A)-85 54A-(1)-, 31A •\ THE CONTRACTOR YARD INC. THE CONTRACTOR YARDfNC. {' #050013621 I #050013821 \ — ZONED: X X ^--- USE: LUMBER HA LUMBER & HARDWARESACES ZONED: X X USE' ACCESS-R-R 0 W fS85 ac. 10.28 an I I ►l� c o 0 n O a o O � 0 c cn r0 N N O ate@] H iCID N O (0 c C� ,~ � N Vy y O 7� Wo a in Ili 2 S a K Z Z' o� g�y"IZZ. ws�wzzmo�' W o��Ui Cr�O�yN z O W LY THE SITE WILL NOT BE MODIFIED. w W N / � N � N A LQ T v o � L �..�._._ X — X _ X _.. X -�--- X / W � v (� 54A-(I)-A3 RONALD SIMKHOVITCH, ETALS DB 948, PG247 I / '42 ZONED: B-2 & B-3 x USE: TRAILER PARKING x W 11 pppp� 2.545ALRE5 / 7 x x i 0 x x x x X X X y- %'IRF — X X ---- X X X -f- DATE: January 31, 2023 SCALE: 1" = 20' FILE NO. 0023-2021 SHEET 3 OF 8 ii l I I I I I I I I I it I I f .- .- I I I I I I I I I I If I{ it I I N 59036'02" W s 121.81' SSMH TOP=698.76' M= INV OUT�9' I «,w• gi4d ..w'^ YV a¢ WV1--- 4 / T - —� 7,// II I i �I I 7-- #100 FULL HOUSE DRIVE BACKSEAT GRILL 54A-(1)-AZ JNS RENTALS, LLC #150009976 ZONED:B-2 USE: RESTAURANT RETAIL 1.304 ACRES ff=7W.21' I Y DOOR )'"R ]0 rD" I -- N — '— = - --y- �'-" f59°4012" W - 78.74 _ S 991 J 6" SEWER MAIN TOP=699.67' l INV IN=692.27' I OUT=692.02' EX, 8" DI WATERLINE Ex. 8'xP Teeco o EX. 20' WATERLINE EASEMENT EX. WV i /�✓ FIRE HYDRANT DEDICA FOR SPRINKLER SYSTEM $j \ \\ b 9 � \ � �� 001 \ -- 00, In 001 -► — E,RH --` yy �' __ __ 01-j O1B O11 ._., + +"e 150' of IS" HDPE (M) - INSTALL DOWNSPPYT GONNfCTIONS / WAC it +O� tN CONC. HANDICAP RAMP WITH HAND RAILS HYAC / `D4 s 1 a W I 1 tt 54A-(1) A2 JNS RENTALS, LLC t 190013910 ZONED: B-2 3,247ACRES FF=702.00' t\ 02-9+ /a �WV II _ ZOL 0I 1 i r D>00j 1 Bc I TERAJ 01 U7- jr i - _-mQSr o1B �s fA� r \ f OHP s +o11 FH 00.5 p 001 t SI-- r 00,7 1 CO I EX. . 1 t t t ( I. s 002 ---- _ aim DI-1 TOP=700. 0' . t INV=696.7' 48"CONCRETE BORDER (D7 5% 001 SLOPE TO D.lii6 P �l \ +o 01Z t 2p ?" FORCE LATERAL +00.4 �I tj J pp vi I q ry` I SI S I I It VL-1 pp, � I t I / f I i Ofp f' l — 02J 02� ( Ole+ t �2� 02 7+ h - _ 703 - 54A-(1)-A3 1 RONALD SIMKHOVITCH, ETALS M I DB 948, PG 247 / ZONED: B-2 & B-3 {�l x USE: TRAILER PARKING 1012 % \ // �02 HP�/ I I! 2.545ACRES E9t I I �\ + 1� HYAC / \� ✓/ // J RANFPoR STAGE R/4V TOR STAGE mP �Ql iDF-6991' I (•'�� — — — � - — — � ��rxY=css.o� "`-•, F. y 3 V.. 0 I , 10 L- pip -_ --------_----- - _ - -- -- - - - p `\ \ \�`` - _----- -- - f_------ �,,, Buffer per Proffers a '` l \\ — � _ J ens—ens—gin;—mns — — — — - - — — — — — — �...- -- --- --- ' — � 4— t35 �-6n5---- tR���y ,a. C 5- \' *2',A5` —Gas Cn�— cns— C,As — Cm: — CAS Ctt— r� « ba,�--F.n "� fns— cns — an5 —IJC. • � t N 59040'12" W - 297.48' y x / I 54-(A)-85 54A-(1)-31A i ! // THE CON 7RA CTOR YARD, INC. THE CONTRACTOR YARD, INC. i _ f X ' — — X ZONED#05001: ZONE#0500D: RP x x x USE.' LUMBER & HARDWARE SALES ZONED: RP USE.-ACCESS-R.O.W. f3.85 ac. A � x —x x x x x rx 20' 0' 20' GRAPHIC SCALE rn C p o — � Ln h � k o^ 0 U -0 C — O f0 0) M� C O UQ. a N c @ V O r`A V 1 m V O ¢ '\ LLH Q��a �wmoo �zoo�o~ w�neza�� w Q F 0 tiUW2v Z ou � V opoo,o z O m w W a 0 DATE: January 31, 2023 SCALE: 1" = 20' FILE NO. 0023-2021 SHEET 4 OF 8 CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES vwEREi BE o CAVATIEu m1 A MINICIA IMUM or S" DEPARTMENT OF PUBLIC UTWTIES BE18M TxE EDTTOM OF INE PWE .0 BACKRUED WRN BEITDINO YAIERML FREE OF 4' THCK BOOTS. DEBRIS & SPOKES CWICREIE 9DEWMY • MORE EUBGRADE IS U161ASSA. PPE sH41 BE BEDDED ON A MINIMUM OF B" BEDgIS WiTAML e HOE HIM MUST BE INS[I PER MWUFACNRERS SF63 L. n.. . NbT CNS$ SIA a- Um. COWAC'U. DA, 95�5� BACK RLL MAY BE UMATEO TRENCH Y.ATEPoAL "em NOW AND ORILWC SLR & CIAYS FRI OF R0015. DENNIS & SIONES WtGER TNW S- gMRRR F ,' uN o„ 9• MIN IH. 4' MIN. 1 (VADTN VARIES) Pi" MM 4' THICK CONCBEIE SIDEWAU( - 4' MIN. WOTH (WON VARIES) 4' MIN. CRUSHED GRAVEL BASE SUBCRADE 95X 705 700 WOT SM CG-2. CONCRETE CURB, 6• Hlp B II 695 BASE Cc-2. CURB. R, HIGH STANDARD HDPE STORM DRAIN BEDDING DATE: 03/2021 STANDARD GATE: 03/2021 DETAIL No. OUTSIDE TRAFFIC AREAS DETAIL N0. STANDARD CONCRETE SIDEWALK SD-21D SCALE: NONE I I 81V-1 SCALE: NONE CITY OF WINCHESTER, VA 1e' DM X 30- HIGH CITY OF WINCHESTER, VA IroPE METER Box FIRE HYDRANT U1 B BE IMOGAC MODEL DEPARTMENT OF PUBUC UTILITIES DEPARTMENT OF PUBLIC UTILITIES RESRWNTB SHP31 BE BY MEGA -LUG FLANGES 4-I/2SIREAMER NOZZLE SIWLL FACE ROADWAY TYPICAL METER sETRNG INCLUDES: .i.5 16• M , 5/e' x 3/4' METER SUFRLED BY TIE CRY BF WXCIESTtA Y E NOV Y&W - FORD YODEL R494-JRJXL NL SU111T YdOYAUA - FORD MODEL NXCl94-JRJN YOKE BWS - FORD Y502 LCRPOBAIION 2FOP - FORD 3/4- MOD4 RIM METER BON COAR - A.Y. YcDOIWD MO04 74M32AN6 i YCTR M. - 13k30- HOPE Nl SACKFUL WTERML FOR NM SLl1I WEL BE ERHER 21A SI DR CLEAN W. 057 SfQK WPL ONLY BE N 1RE MUCK, IRE MEIFA SHAM. BE FOR"`WEO BY THE DEPARINEM OF UOU ES 2 - 6 AOEWIIK. : ' .. • •� METER BOX +•. J : . 24' RW AND 3/B' METER COVER I& EXPANSION CMNMON BRASS ANODE VALVE I WRN fl1TIND ni IDUAL CHECK 5/8' LETE¢ YOKE g E 1LlT vMoRr VNLEI. eo1H ENDS COPPER) BOTHEND ttPE K 3 / Y CO`PEA TIBMO = COP err WG -s WINCHESTER APPROVED FlRE HTDRANT PANTED YELLOW 2' MIN. 6•,� C TH= 7MKRMPAD REQUIRED D AREAS ✓YYY YY Y YYY 11#0 #1,. 04' MIN, e .ONC. WE! SCREW TYPE ADdu9TABEE VALVE BOX CU. R. MIN. /57 STONE 3 ,9 AGATE vAlvE •-4' MN 057 STONE 4° _ RRM WpSNRBEO A 1„ BRASS EMtDI —i _ CdWIE.'G NUF CONNECT YO EC SfIMCE ••v0a•o•o•ae°• oa :l SENDD SIDON" OR AT I coxMCC BUIUNW FOR SMBNNSIOMS. t4• ' • ... TAusT Nw( Cmw AT PRWFRFY ME ••"•••:•••' ' 3/4- cDPPEA PPE pRLLT .:. a . HNPAM TEE WAITR MAIN CO 310,1 COOK ASSDASLT :':°:e}<°°.e:°:^ :':°o°:^:°'^:^:° fl JE NNED BOND BRIMER ONE LITER /t S. FELT t' B STANDARD TYPICAL RESIDENTIAL WATER SERNCE DATE: 03/2021 STANDARD FIRE HYDRANT INSTALLATION DATE:. 03/2021 DETAIL N0. 5/8" X 3/4" DETAIL NO. SCALE: NONE WD-1 SCALE: NONE WD-7 CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES "M RESIDENT SEAT VALVE INVE 110N: DEPARTMENT OF PUBLIC UTILITIES VALVE BOX AND BOOT Stall BE CAST IRON VALVE BOX COVER SN BE MARKED 'WAMR' Ic rwomw noens Mni BE PFSIBMED N Al Att4YI11N6t VALVE TOP S1WL BE RUSH WITH FINISHED GRADE 1 m,D - v4II A an10r 16'X18' CONCRETE PAD SFLALL BE PULED AROUND RAu w°"rtw✓Ns ' VALVE BPKES LOCATED OERSIOE OF PAVEMENT AREAS y BDK M - � SEE e1 VALVE BOX SHVl BE SCREW TPE OF AOJUSTMENT A xmRMB M.xouR sxuL 1L RxRAN.m m vA0 exos Rm@MII [N Hi JO'M1 WCNf NCN FPE ..-A ...° KAF Yt xAT LE fKRPID FAIML ,ImnT xm, D wICIRB Nw IIII A 9w1 ee _ . naTwm s' M vM: tI LYztw4ca EDT mmws mx Yv✓Auc macs 11m m w-E1NNA roa •r f: Q • Iwo l uPRR,m Lv+-U. 4ARR I. ISMLLL Msn BE 5} ND1AowN2 191 Nn CF N»Imm Ao. mllt. W-lo ua I w IOAiTI CY N51Wg1. L ,-. -1t.1. 1/2* I +,/1' VALVE BOX ADAPTER y4- 36" MIN COVER MECHANICAL JOWF FITTINGS AND PIPE RESTRAINED BY U6 NC MEW-LIIG RESTR 1140 RANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 03/2021 DETAIL N0. WD-S SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES MYRe I �Y Im, vu 3I u1[. � 1rmlumn® um, an4L.Rp'. LEE. VIE OR PLUG TYPICAL SECTON N LID,T VmCNKO. ADMAYFFM.Wd VIM •Y•. M,M,NWYN ,vu.m PRI2lIM1,L MA M otiA%T[ FOACL TO 0Y1LiLL1 � 114aYR ISIM3K NNKMFOOKC, iW®BAN T.YI'cA ,a FKA LED vrt erAlmc FPo1sa Ar.,wR u4ounco >m. sxLL RvuN a DLNR emv AXc mauve As caMK COCRETE IIDEHSMS FOR IOUMINM TNRUST BLOCKS c KeaAM NMYN Y1F4. ,e R wK u LY` 4w 11 t/4 THRII 90' BENDS � aMe®ao•D�N �rt"�"Lilweimuvi FRTM SIZE RDD SIZE x¢ RnOs EMBEDMENT rt� L Y af. L4. VERTICAL HENOSOW TxRusT BLOCxs FOR vFAnCAL UP BENDS SHH BE THE SAKE AS FOR IWRI2RRAL BENDS N- m LT v IA M- se m ss - Ir u az u li STANDARD CONCRETE THRUST BLOCKING DATE: 03/2021 DETAIL N0. WD-SCALE: NONE 10 R M w+a NS .wrt flf% PJN. PPE BBOYs (eql vna PmNu¢ rmx+Nx) orAD a 1m 1m 1m 1art am aMr e 1m am 1m 24R JNT nR 1D 1m Km i?R YbT a1rt 1Nm n 1m Tm am >xr RR mm 1e 1m +m +m 4m am um M 1)R Im ]IR eM !YL IL,R R4 Im 'm ZW I Sm 1F2FT . ERRS 9A4D w It. NON WPYL DCM 1'A PB 1[51 DSI6 NKMRs Doc" oY sm ewND wW.M a lam PD MGY16 MID M MML CM1YILlM /S 4II'Im M M » RNAWPo mom STANDARD DUCTILE IRON PIPE RESTRAINT DATE: 03/2021 DETAIL NO. WD-9 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILNIES )o+me:`Nwa-R1AY 1HI mrmY alle ^« .W YV,F.Lm..IIN �JN Y.,LVA NW[ fl AtlIS [UIc Y ]itl6 a �Im w . wmwv r mol�""Au YN�Nwawc WNelm cNA'IDN1Y VR M9 ttvnACid le pi c wVNY ptt IQFI 3C RLL WY BE IXGVAIFD 1RENCH WXt Ex E IIIGI N:D ORD.WC SL1S & CV.n FREE RFRALE SLIPPAGE IN KIND OF ROOTS, DMS & SIDDes LARGER D4W J' WMQTFR III III : III III N5,1044 am- O.D. + 24' STANDARD STANDARD PIPE BEDDING DETAIL DATE: 03/2021 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS-1 I SCALE: NONE 691.18'C \ E5MT 0 M, FF=701.00' v PR. GRADE EX. GRADE 36' COVER MIN. W 36" COVER MIN. 6" DUC7 TLE IRON - CL52 PUB C LINE PRIVA FE FIRE LINE 18" CLEAR MIN, 8" DUCTILE IR N - CL52 J 00 C Wj 02 LCLE W m DOI Z Q ti�titiQ 220 mm� Z � htihh� RV�•`�-F � Q ONO R e O 0 Q 00000 000 22 a, 0 0+00 0+20 0+40 0+60 0+80 1+00 705 705 700 700 695 695 690 690 ....__ ----'! -CTIONSWITHBLDG PLANS COORDINATE ROOF DRAIN CO PEN g) 18"CLEAR MIN. 18"CL 4R MIN. LU CL I=� Q OLn JZS H I, O �ti O ti �Q r ti 0+00 0+50 1+00 STORM SEWER PROFILE 1+50 2+00 q4 fx/o't \ \ II III 50, o - \\\ IN OUT= 692.469148' STOR MWATER ANALYSIS ■ o 705 F.. BB�& VA tion Project Descrip75 = C ++ 0 N This site is part of North Plaza, a shopping center rezoning made up of 5 N b (o � parcels sharing drive aisles, parking, water, sewer, storm sewer, and stom7water 00 o o^ 700 management pond. The existing stormwater management pond was design and CO U er 'In— v installed in the early 2000's for the entire full build out. -a C However, due to changes in state law in 2014, the site does need to address (p stormwater quality. That is discussed at the bottom of this page. 0 Q1 M E 695 Storm Sewer System Rom o N This project has a storm sewer system comprised of drop inlets and HOPE piping a that drain into the pond. Calculations are provided in the stormwater report for 5 the new development. 690 ENERGY BALANCE EQUATION ca a M C.) U The developments pond was designed and installed prior to this requirement. STORMWATER QUALITY ANALYSIS Design Decision \\ \ The majority of the area is covered in asphalt and �, \ compacted gravel. The decision was been made to treat the III \ 4\ \ v8 I p I I % „ �/ \\�\ �\ site as a "ReDevelopment" and utilize the Virginia Runoff ga Reduction Method ReDeve% ment Worksheet - v2.8 - June �\ \ DI-1 (LINE 1) (I) 2 � f 1 \\\� \ 2014. The 8MM; utilized are Infiltration, Wet Pond, and III DA=0.68AC \ ^ 1 \\ / Grass Swales. TOP=696.75'\ _2.31' OI•] I \\ \\ \\\ \/\T M1H✓1 00 ]3' �`• III :E fNV0UTMVIN=9692.1T — —"" — 15•NOPIF7FE TOP=697.11' I I p l �(l ` \� 7NV.IN-692.933'' \ Pre-ReDevelopment Conditions pI _ INVOUT=693.56' INV. Our -692.83' ..' DI-1 ONE 3) gg \\ sa TOP = 700.37' The area is within the hydrologic soils group B. -N INV. OUT=693487' i g � �- - — — — — 1.01 acres are impervious II DA=0. AC q' p III II / 0. 35 acres are managed turf — �---/7— — Post -ReDeve%pmentConditions 1.08 acres are impervious 0.28 acres are managed turf Oz ' U) W W f �� �o� (! Phosphorous Load Reduction required is a36 /bs/yr Lu An approved site plan #24-20 titled JNS RENTALS, LLCN for the comer lot, 54A-(1) A, provided a Dry Swale that reduce the phosphorous load with an extra credit of a21 lbs/yr. 1 ! A credit will be purchased for the remaining 0.15 lbs/yr. w s s I ___ s i s m s !— s- s --- s-�----• s— s —s s ---� . s s IN v W W W sm I W -W DI-1 (LINE 6) 0,�. � DA=O. _— — — /i 77 AC =�.•.. _'�� - - - �—�___.__'__._-- I .,-42mr-^ - zcr.�;xzww :xe=r�sa¢n :axe w+a ^^ DI-1 (LINE 4) DA=0,17ACII� I) ] 1 yll� \ A r =II¢ j II s - v,► I / I, PIPE FILLED DRAINAGEAREAS I♦ 't + t { --- --- X 01_ / )NCRETE. PAINT }i I CORRESPOND TO ( \ f COAT PRIMER EL 2) COATS ENAMEL ' THE STORM SEWER g g IC YELLOW ! I R, i REPORT PACKAGE I �[( ED SURFACE D I t `. I 1 ) I r {--' 703 - II DI-1 LINE 5 DA=O 45AC PIPE IN tETEF00TER ♦ 0r." — �" v — I �� - --- I I // .� 1q3 /�Y — — — -- — —— — BurkFperPmllers\ _______ . �.-`-tA�ttcse"'1 c.t GAS •'Ras—.-<u"--:'ns .a". : `,1"+:�, u5—e "<i - � / /' -N _ --�----`_'....',__`—_" —= X X X X X v A PIPE BOLLARD— N.T.S. 2jy�sCS ycj2 amC2 ccxoouiQF� z3tiz�IS Ot 1Z z2t WZC�i W W Q�2 O LLJ W 2 V� Z F- O W C C< x Z C1�OOy0 DATE: January 31, 2023 SCALE: 111 = 10, FILE NO. 0023 SHEET 5 OF 8 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "Y NO NO NO E U Q PARKING PARKING PARKING (3NG SECTIOND101 GENERAL NO NIO NIO STANDING STANDING STANDING �Y �Y D103,7 Curb Designation. Where curbing is provided adjacent to fire lane it must be ' = C o 0 0 0 DS01.1 Sco e -Aire apparatus access roads shall be in accordance with this appendix and all other applicable requirements of the International fire Code. SECTIOND102REQUIREDACCESS pp PP q FIRE LANE FIRE LANE FIRE LANE PARKING PARKING PARKING ._ painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow D101.1Accessandloading -Facilities,buildingsorportionsofbuildingshereaferconstructedshallbeaccessib/etofiredepartmentapparatusbywayofan OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade. c '^ approved fire apparatus access road with an asphalt, concrete orother approved drivingsurface capable ofsupporting the imposed load offire apparatus weighingat least 75,000pounds (34 050 kg). STANDING STANDING STANDING O p o U SEMOND103MINIMUM SPECIRCATIONS FIRE LANE FIRE LANE FIRE LANE %Boom -0 C D103.I Access road width with a hydrant -Where afire hydrant is located on a Are apparatus access road, the minimum road width shall be 26 feet (7925 mm), exclusive of shoulders (see figure D103.1). ^ No More Than 50 feet o 6 6 to D103,2Grede-Fire apparatus access roads shall not exceed l0percent ingrade. Exception: Grades steeper than l0percentasapproved bythe firechief. D103.3 TwningRadius - The minimum turning radius shal/be determined by the fire code official. Between Signs o �`� O m M o D103.4 Dead Ends -Dead-end fire apparatus access roads in excess of 150 feet (45720 mm) shall be provided with width and turnaround provisions in accordance with Table D103.4. Standard wording with Standard wording with Standard warding with an arrow on the bottom an arrow on the bottom no arrow. One sin n u 6 L 6 0 1 0) 0 N o [v m a TABLED103.4REQULREMENT5FOR DEAD-END FLREAPPARATUSACCESSROADS g pointing to the right. pointing to the left. One mounted parallelto the LENGTH(feet) WIDTH(feet) TURNAROUN05REQUIRED 1. Length 0'-150 ' One sign mounted sign mounted parallel to line of curbing or parallel to the line of the line of curbing or pavement, a y m v m o a. 20'width required q b, no turnaround required curbing or pavement pavement edge at the edge at the end of the end of the painted area. I Limits of fire Lane { g p painted area. Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall be identifiedm yellow paint stripe on the top and side, inch yellow paint stripe to the top. by a 6 inch yellow stripe. , 20 0 20'i 'O t M J o Z. Length 151' S00' Cz a. 20'width required GRAPHIC SCALE b. Turnaround required: 120'hammerhead, 60"'r, or96'diameter cul-de-sac 3. Length501'750' a. 26'widthrequired ww b. Turnaroundrequired-120'hammerhead, 60'"r, or96'diametercul-de-sac 4. Lengthgre0' a. Special ecialaapproval required D103.5Fire apparatus access roadgates Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet (6096 mm). { I { I I FH v 1. Gates shall be of the swinging or sliding type.- 3. Construction ofgates shall be of materials that allowman ual operation by one person. 4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective. be I I G1NIA 5. Electric ga tes shall equipped with a means of opening the gate by fire departmen t personn el for emergency access. Emergency opening de vices shall be approved by the fire code official I I Q N y 6. Manual openinggates sha/loot be locked with a padlock orchain and padlock unless theyare capable of being opened by means of forcible entry tools or when a keybox containing the key(s) to the lock is installed at thegate location. 7. Locking device specifications shallbesubmitted forapprovalbythe fire codeofcial. 8. Electricgate be listed in UL 325 I I I I „_. W by � (( �— = = = --� - = -� O ie J6 V ^��\ operators, where provided, shall accordance with 9. Gates intended forautomatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. I _ - �} ¢ z D103.65igns. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING- FIRELANEsigns complying 1 with Figure D103.6. Signs steal/have a minimum dimension of12 inches (305 min) by 18 inches (457mm) high and have red letters on a white background. { I --� Signs shall be posted on one or both sides of the fire apparatus road as required bySection D103.6.1 or D103.62.. D103.6.1 Roads 20 to 26 feet in width -fire lane signs as specified in Section 106.3 shall be posted on both sides of the fire apparatus roads that are ZO to { { 2 z 2 z i 26 feet wide. D103.6.2 Roads more than 26 feet in width -fire lane signs as specifiedin Section 106,3 sha//be posted on one side of fire apparatus access roads more than 26 feet less than 32 feet { { (( ------�- I I Q o Q :!5 m Z c U 00 6 wide and wide. SEC7/OND104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS D104.1 Buildings exceeding three stories or30 feet in height I ( { ( { I I( I Zoo 0 y Q y i; 6 W H Q Z a ti y Buildings or facilities exceeding30 feet (9144 mmJ or three stories in height shall have at least two means of fire apparatus access for each structure. D104.2 Buildings exceeding 62,000 square feet in area Buildings or facilities having agross bulldlngarea of more than 62,000square feet (5760 m2) shall be provided with two sepaiateandapprovedfire apparatus — _ =_= I{ { -- I ����-� 2 U� W W ¢ 2 W F W Z Z ~ o o¢ x J o access roads. Exception: Projects having agross building area of up to 124, 000 square feet (11520 m2) that have a single approved fire apparatus access road (( 2 p i when a#buildings are equipped throughout with approved automatic sprinkler systems. 0104.3 Remoteness Where two fire apparatus access roads are required, theysha/l be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. I SEC77OND105AER14LF/REAPPARATUSACCESSROADS ♦ II 0105.1 Where required Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 min), approved aerial fire apparatus access roads shallbe provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of pitched roof, the intersection oft { { W W W NN r--- W W W W W the to the the top isgreater. roof exterior wall, or of parapet walls, whichever I ( 0105.2 Width D Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925mm), exclusive ofshoulders, in the immediate vidnityof the buildingor ottion thereof. { ( I ( \ ) `� 1\ _ j o 0105.3 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of15 feet (4572 mm) and a maximum of30 feet (9144 { { " I ( YELLOW STRIPE \ ( 1 V' mm) from the building and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned steal/be approved by the fire code official 7 I I \\\� � w Q� z z g D105.4 Obstructions Overhead utilityand power lines shall not be located over the aerial fire apparatus access road orbetween the aerial fire apparatus road and the building. Other obstructions shall be permitted to be placed with the approval of the fire code official. � \ r \ O ( �— ♦ r H — Of w 390-06eneral requirements. The following requirements shall apply to all construction or land development activities in areas of the County to which this J O \ Alt, I C article applies: A. Means of access forfire Department apparatus, (1) The means of access for fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes or a combination a thereof. (2) Parking in anymeans of access sha# not be permitted within 15 feet of a tire hydrant sprinkler orStOndpiue connection or in any other manner which will obstructor interfere with the fire Departments use of the hydrant or connection. (3J "No parking"signs oranother designation indicating that parking is prohibited shall be provided at all normal and emergencyaccess points to \ \ O O LIZ structures and within 15 feet of each Are hydrant sprinkler or standpipe connection. B. Firelanes. PUMP ROOM w (1) The fire Marshal or his/her designated representative, in concert with the local volunteer fire company, may designate both public and private fire lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a mannerprescribed by the Fire Marshal or _C his/her designated representative. Parking in a designated Are lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County (J] Code. (1) Fire lanes shall beat least ZD feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed of hard C O O O j all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be ofsubsurface construction designed J to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of Q LU / ` IZ- suf(cientlengthtoallowforsafeturningbyanyfireapparatuslikelytobeoperatedonsuchfirelane. (3) Fire lanes connecting to public streets roadways orprivate streets shallbeprovided with curb cuts extending at least two feetbeyond each edge of � O V the fire lane. LU Z I 121000 SF tz v (4) Chains or otherbarriers maybe provided at the entrance to fire lanes orprivate streets, provided that they are installed according to the requirements ofthe Authority Havinglurisdiction. p - -- SPRINKLERS L 4 � C. Parkinglot lanes -Parking lot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicularaccess and movement. D. Locationofstructures. I t 4 t I t Q (1) At least three perimeter walls of all industrial, commercial, public orsemipublic orresidential structures with three or more dwelling units perstructure I (� shall be within 200 feet of street, fire lane, or private streetLIAJ /2J Structures exceeding30 feet in height shall not beset back more than 50 feet from a street, fire lane or private street. I I J h (3) When any combination of private fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and automatic fire -extinguishing systems, isprovided, and approved bythe Fire Marshal orhis/her designatedrepresemative as an acceptable alternative, Subsection D(1) shall not apply. �` ��__ (4) The Fire Marsha/ or his/her designated representative may, in concert with the local volunteer fire company, require atleast two means of access for fire apparatus to all commercial and industrial structures. Those access ways shallmeet the requirements of Subsection B(3). O 'k IJ _Q, (5) Landscaping or other obstructions sha//not be placedamundstructures orhydrants in a mannerso as to impair or impede accessibility for fire -fighting A O�1 and rescue operations. E. Watersupply. `\ (1) Watersupplysystems shallbe designedso as to be capable of supplying at least 1,000gallons per minute at 20poundspersquare inch. Water supplies shall be made available and operational before combustibles are on site during construction. (2) /nareas developed with single-family detached or duplex dwelling units, thereshal/be a fire hydrant within 400 feet of all units. In areas developed with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of allunits. In areas developed with six or more dwelling units I ♦ { { \\ 5 ` �// \ ���� / `� �+ C perstructure, there shall be atleast two hydrants within 300 feet ofa/l units. In areas developed with industrial orcommercial deve/opment(s), there (( _ __ =_ __ _ _ __ _ _ _ _ — / - ✓/ '� shall be a hydrant within 300 feet of all portions ofanystructure. Where one hydrant is dedicated to the operation of a standpipe system, there shall be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall ♦ I ♦ 0 N E WAY not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadwaysunaces or alongsurfaces meeting the requirements ofafire lane (designated or undesignatedJ where appropriate, but in all cases access to each hydrant sha/lbe directly from a - — — — — — --- — — — — —, roadway and/orAre lane. (3) Fire hydrantsshallbemarkedinaccordancewiththeFrederickCountySanitationAuthoritypo/icy- DATE: January 31, 2023 (4) Fire hydrants located in parking areas shall be protected by barriers that will prevent physica/damage from vehicles.— (5) Fire hydrants shallbe located within threeftetofthe curblineoffi'relanes, streets orprivate streets when installedalongsuch access ways, (6) Fire hydrants shallbe installedin accordance with the standards of the Frederick County5anitation Authority. (7) Threads on fire hydrant out/etsshallconform to Frederick CountySanitationAuthoritypolicy. SCALE: 1" = 20' (8) Fire hydrants shall be supplied bynot less than a six-inch diametermain. F. Fire protection during construction . Trash, debris and other combustible material shall be removed from the construction site as often as necessary to FILE NO. 0023 maintain a firesafe construction site. SHEET 6 OF 8 G. Plans.Complete as -built building000rp/ans,sitep/ansandplansoffire-suppressionsystemsshallbesubmittedtotheChiefBuildingOfFcia/and Fire Marshal, or theiriespective designated representatives, prior to issuance of the final certificate of occupancy. Prune rodaminont Prune rubbing or cross branches Remora tags and labels— Cut dray all &Wfv ropb Remora top of Mm basket\ _— DO NOT prune terminal leader w branch tips PNM Mrror patch angles & rater spouts Prune broken Mon hoe Prune Sucker, ?'-J' mukh kept way from trunk son Well to contain water 1 Boom, M7 Area For water P..oSltainer and M drainage (P;pe tiring roots H or b'le could contain-vuel% W ® be Installed) �y� as node a Leave eelid son pedestal - do not dig deeper Man boll depth 1 O/g hob 2-3 Nmes root ball width I TREE PLANTING DETAIL (NOT TO SCALE) INTLFNA770NAL SYMBOL ON i OF ACCESSIBILITY AM R£QI IF REQUIRED ` \\ TO / THE LINE, uAN ACCESSIBLE REQUIRED EFFECTIVE PEN4LT' j100-500 JULY 1, 1998 TOW -AWAY ZONE Future Parking Lot Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 25110 = 3 Impervious Area <100,000sf 1 per 2,000sf 6,46912,000=3 Impervious Area > 100,000 sf 1 per 5,000 sf N/A 6 Trees Symbol Common Name Botanical Name Planting Size Mature Quantity Height or Caliper Height DW Kousa Dogwood Corpus Kousa 2" Caliper 25' + 6 PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SO4LE) � JL 3' MIN. 12:1 lfl 3' MIN. N CG-6 CG-6 Prime broken�rrchesmy �ianow anch ell ten; strema wins, eta Tram p/an. IV Saucer G ` 2-3' mulch � Set o/ root ball 3 t equalIto or 1-1' above grade. Remove aorta;no ass make Sharp blade to NOTES: 1. H/ C SPACES MAY NOT EXCEED A 2% SLOPE. four 114-1 cute the 2• RAMP BUILT TO VDOT CG-12 STANDARDS. i{. bn oI ball and cut o 1 4' X on bottom of 3. WHITE STRIPING SHOULD BE 3 WIDE. bell; Iowan compacted 'Oe" 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR CONTAINER GROWN SHRUB MOUNTED TO BUILDING IF POSSIBLE. Prune out any dead �- w broken branches. Remrrggosra, all Myi kbeLe. rrl ""� sEe. ham 2-Y mulch TOP VIEW a .o. -J' Saucer P Spat tap of root boll o o to or i--r oboWero grade.1-2* ve rope & burlap root 6a/l. Oig hole 2- 6'mw width of rope bon. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) TREAT WOODEN PANELS WITH SURFACE \ o // 1 WATER SEALANT �\ �,X SIDE VIEW - INSTALLATION 6 /�FEF \\N ow,xw m: BVVUNWL srm•: W4. - t.-0- TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. " ` MUGW18 e` lei INSTALL ON 4'X4nX8' TREATED POSTS SET 3' DEEP. I OR EQUIVALENT THAT MEETS ZONING ORDINANCE SCREENING FENCE DETAIL N. T, S, WALL PACK LIGHTING WITH GLARE SHIELDING LIM WS 4 as �mw a ,A z�wf t-u�� :.' a s VERTICAL a 4 SECTION ROUND SMOOTH POLE BASE 01 10s 3, so RH CH Evox, MI 6020 V01 WEDMWNWW1116C • w.w�bmomm LANDSCAPING New Parking Lot Data Trees I Requirement Calculation Parking Stalls 1 per 10 Stalls 93/10 = 9 Impervious Area < 100,000 sf 1 per 2,000 sf 70,53312, 000 =35 Impervious Area > 100,000 sf I 1 per 5,000 sf N/A 44 Green Area 1 5% of 45,556 = 2,278 sf 1 4,133 sf = 9% provided Trees Planting Size Mature Symbol Common Name Botanical Name Quantity Height or Caliper Height DW Kousa Dogwood Comus Kousa 2" Caliper 25' + 44 Proffered Buffer Trees Symbol Common Name Botanical Name Planting Size Mature Quantity Height or Caliper Height DW Kousa Dogwood Comus Kousa 2" Caliper 25' + 20 Seeding Schedule (per section 3.32 of VESH) 1.) Topsoil will be spread at a minimum depth of 4 ". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 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% Foxtail Millet, and 5% 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 applied at a rate of 200 gallons per acre. 6.) Preferred method of seeding is by use of "Hydro -Seeding". Alternatives methods are allowed if approved by the owner and General Contractor only, Headlight Screening 1 240IT/5 = 48 shrubs Shrubs Symbol Common Name Botanical Name Planting Size Mature Quantity Height Height ®CJ Common Juniper Juniperus 36" 3'-6' 48 Communis �(;°� LANDSCAPING NOTES Is. a� O 1. Miss Uti/ity must be contadedprior top/anting. Advise engineer of record ofany conf/ids in planting locations and utility markings, 0 0 0 2. Landscaper must stake and guy all trees, Stake locations must avoid utilities, o 0 3. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. fi 1'11 4. The planter shall guarantee all plans for one year. N a 19 �% 5, Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to the owner. ,a o, war W� (9" �(/ 6. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. n C Future Parking Lot O o 0 --�-� �� 7. All planting shall conform to with § 165-203.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and /� � V I1sfi maintenance). -0 c C/o e I /I+I I NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES f0 NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN UTILITY EASEMENTS O 0) M E NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES O a u .®. � � ( 4y€ .�zaefiso °cur •�` tp N O co *21 © ©i (Ili �\ \` rN]W :".. •^`-�•'• •^', ••••• ING I.VIeIRM lvrI ImM1U, JIYL, ZONED: RP ZONED: B-3 USE: ACCESS-R.O.W. USE: LUMBER & HARDWARE SALES ,O Q)0011 H z N QQ CC o�i� ti V 4 m 2 a 2 V W tn LW Q£ Z W W Z Z m Q 0 ti LL- W ti V Z O C ng x 2 O to N Z O U) (n w tY 1t DATE: January 31, 2023 SCALE: 1" = 20' FILE NO. 0023 SHEET 7 OF 8 CONSTRUCTION OF A SILT FENCE EROSION & SEDIMENT CONTROL STANDARDS (9VAC25-840-40) STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) Q �. Oct![ A.w• Silt Fence Installation on Asphalt 11114M l!!(K Mp0 M IK m ,w ^ oMvuo v rom 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. SIDE ELEVATION / MCYv a 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 T IIII /� Ilii qcy� 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. o9eR` 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until aground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. S.VCGIM 1�1111 WplO M'I°E AiOALIIO LWWSM 2ih'Sp� T ma rw onm rt xn M noon m,wm a !,�-F Lys 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. PLAN VIEW / 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. _ - /� IIII 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 SECTION A -A acres. "-' �. NOTES: , :•� .... � � 'Use2'x4"treated lumber for construction. 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 - - *Instal/ a mastic seal to prevent sediment laden water from 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 escaping. integrity of the basin during a twent -five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or ®„® *Silt fence shall be taunt and securely fastened to the face o. 9 Y 9 Y Y P SECTION B-B * frame and between asphaltbottom n those conditions expected to exist while the sediment basin is utilized. � � � � Fabricc must meet the VESC guideliness for silt fence. 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. E & S CONTROL NARRA TI VE 6. Concentrated runoff shall not flaw down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. Project Description 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. This project is part of the North Plaza shopping center at the intersection of Martinsburg Pike and Park Centre Drive. The project is 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 for the next building and parking lot within the development. being filtered or otherwise treated to remove sediment. 11 s 11.Before newt constructed stormwater conveyance channels or i es are made operations., adequate outlet protection and an required temporary orpermanent Existing Site Conditions f channel lining hall be installed in both the conveyance channel and receiving channel. q P Y 4 p ry P Much the lot currently is paved or compacted gravel. There is about - ~ % has a storm sewers stem and P Y 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 a 113 acre of turf. The development regional pond designed and constructed in the early 2000s. Avenue greatest extent possible during construction. Nonerodlble material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these I structures if armored by nonerodible cover materials. and large grass field. f 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 Adjacent Parcels I nonerodible material shall be provided. The adjacent parcels are commercial and industrial buildings and lots. -- I I 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. Soils 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. The soils types determined from the USDA's 'Soils Survey of Frederick County, VA"shows Frederick-Poplimento Loams #14B. 16. Underground utility lines shall be installed in accordance with the fol%wing standards in addition to other applicable criteria: These are Karst soils that have excellent permeability. While no _ visible depressions or sinkholes were found, this is a feature to be a. No more than 500 linear feet of trench maybe opened atone time, aware of during construction. b. Excavated material shall be placed on the uphill side of trenches. Erosion Control Program 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 • Install construction entrance adversely affect flowing streams or off -site property. • Install silt fence • , I d. Material used for backfllling trenches shall be properly compacted in order to minimize erosion and promote stabilization. Install inlet protection j e. Restabillzation shall be accomplished in accordance with these regulations. Genera/ Erosion and Sediment Control Notes (VESH Table 6-1) f ES-1. Unless otherwise indicated, all vegetative and structural erosion I I - \ f.Applicable safety regulations shall be complied with. and sediment control practices will be constructed and maintained ! accordin to minimum standards and specifications of the Virginia 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 Erosion and Sediment Control Handbook and Virginia Regulations I I 1 X 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 4VAC50-30 Erosion and Sediment Control Regulations. I r W W shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is d �d removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. E5-1. The plan approving authority must be notified one week prior P PP 9 Y P r 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 to the pre -construction conference, one week prior to the / needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures commencement of land disturbing activity, and one week prior to the / shall be permanently stabilized to prevent further erosion and sedimentation. final inspection. I \ e I 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume P y P P g ES-3. All erosion and sediment control measures are to be placed [CG S \ velocity and peak slow rate of stormwater runoff for the stated frequency storm of 14-hour duration in accordance with the following standards and criteria: I prior to or as the first step in clearing. I I \ a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel,pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be ES-4. A copy of the approved erasion and sediment control plan performed. shall be maintained on the site at all times. = =- b. Adequacy of all channels and pipes shall be verified in the following manner: ES 5. Prior to commencing land disturbing activities in areas other IN (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of than indicated on these plans (including, but limited to, off -site the project in question; or borrow or waste areas), the contractor shall submit a supplementary W erosion control plan to the owner for review and approval by the +��-•s,+j= (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed plan approving authority. - ! or banks; SYMBOL E & S DEVICE QUANTITY SOILS MAP - Y It I -400' Q OT O uc CE CONSTRUCTION ENTRANCE 1 each C LCG LIMITS OF CLEARING & GRADING 1.37 ac N ko C e PS PERMANENT SEEDING t0.25 ac 39 B n 0 o 0 Co UIn IP INLET PROTECTION 3 each C SF WIRE SUPPORTED SILT FENCE 425' O CM (Z Is- y 33C 14B U-)Du,a 29 o S CODE SOIL NAME HYDROLOGIC SITE J ~ IS GROUP 14B FREDERICK-POPLIMENTO LOAMS B 1 I r Mi X - M (b) All previously constructed man-made channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop its banks and by the use ES-6. The contractor is responsible for installation of an additional P Y w l of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. (c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. � c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall., ES-7. All disturbed areas are to drained to approved sediment control N measures at all times during land disturbing activities and during site l (1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the development until final stabilization is achieved. banks; ES-8. During dewatering operations, water will be pumped into an N` (2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; approved filtering device. (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-yearstorm to increase when runoff outfalls into a natural channel or will N}` not cause the pre -development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or ES-9. The contractor shall inspect all erosion control measures _ l periodically and after each runoff -producing rainfall event. Any (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion, necessary repairs or cleanup to maintain the effectiveness of the NN\ d. The applicant shall provide evidence of permission to make the impro vements, erosion control devices shall be made immediately l II e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. Frederick County Note: The Public Works and Engineering Department will retain the right to 9 9 P 9 f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. add to or modify these erosion and sediment control measures The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance, during the construction process, within reason, to ensure adequate EN a N g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary Protection to the public and environment. I to provide a stabilized transition from the facility to the receiving channel. N`\ h. All on -site channels must be verified to be adequate. \ i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe I ZO 0 20 system, or to a detention facility. 1 I. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be \ GRAPHIC SCALE a separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the \ ultimate development condition shall be used in all engineering calculations. - - - ;ter s- I ( 1 \ r I hI 7 - i 4 r \ r \ 1� k. A// measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of If I I c I \ \ f rivers, streams and other waters of the state. s /_/ `I__ _ 41/i L An plan approved prior to Jul 1 2014 that provides for stormwater management that addresses an flow rate capacity and velocity requirements for natural or YP PP P Y � P 9 Y P LY Y 9 \ I man-made channels shall satisfy the flaw rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (/) detain the water IP ti quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (N) "C.._- reduce the allowable peak flow rate resulting from the 1.5, 1, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site ---- - -_ -==_--�-- - - - - - - assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 61.1-44.15:54 or 62. 1-44. 15:65 of the - Act. _ r h' subsection shall m. for tans approved on and after Jul 1 2014 the flow rate capacity and velocity requirements of 61.1-44.15:51 A of the Act and this Subject o sha be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.-44,15:24 et seq, of the Code of Virginia) and attendant - - - u �- -- 5 =� r" \lv�A G°_ 6A5 GA regulations, unless such land -disturbing activities (l) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-870-47 or - -- - - - - - -- - grandfathering in 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation, in which case the flow rate capacity and velocity requirements of - - - - - f § 62.1-44.15:51 A of the Actshall apply, or (/i) are exempt pursuant to § 62.1-44.15:34 C 7 of the Act. r n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. 3 17C I v� I t x x woO LCG r r zQ�zi� Q)Q� by LuQ1 ?Lu LU z z��zzo�Zr ZZ) 5vzv~i aZQ°"Z LLJ W£ W Z Z QC)CZ, O ti Q Z V Z ZE cc C Z a LLJ- i� C C Vi N� aci Z Q °` zi aL O y o O Q Q i 3 �i DATE: January 31, 2023 SCALE: 1" = 20' FILE NO. 0023 SHEET 8 OF 8 I t x x woO LCG r r zQ�zi� Q)Q� by LuQ1 ?Lu LU z z��zzo�Zr ZZ) 5vzv~i aZQ°"Z LLJ W£ W Z Z QC)CZ, O ti Q Z V Z ZE cc C Z a LLJ- i� C C Vi N� aci Z Q °` zi aL O y o O Q Q i 3 �i DATE: January 31, 2023 SCALE: 1" = 20' FILE NO. 0023 SHEET 8 OF 8