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Home My WebLink About15-20 Signed First PageABBREVIATIONS Construction Notes: Virginia Department of Transportation ASSY. ASSEMBLY Staunton District B.F. BASEMENT FLOOR 1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Americans with Rev. January 19, 2013 FREDERICK COUNTY, VIRGINIA BC BOTTOM of CURB Disabilities Act, where applicable, the Virginia Department of Transportation, and all applicable codes. BML CG-2/CG-3 BUILDING MOUNTED LIGHT VDOT CURB ifi ions of the Commonwealth of Virginia, where applicable. 2. Erosion and sediment control shall conform to the. standards and specifications 9 VDOT General V1. Notes All work on this project shall conform to the current editions of and latest. revisions to the Virginia Department of Transportation (VDOT} Road and CG-6fCG-7 G P VDOT CURB &GUTTER CAST PLACE CONCRETE. "Miss • �• n 0 3. It shall be the responsibility of the Contractor to notify Utility at 811 at least five (5) working days, but not more than to ( ) Y • • • • applicable sate federal or local regulations. In Specifications and Standards the Virginia Erosion and Sediment Control Regulations, and any other app ca t g Bridge Spec g CMF CONCRETE MONUMENT FOUND . activity. days prior to commencement of any load disturbing y case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. CPP CORRUGATED POLYETHYLENE PIPE V2, uction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational All. construction p y P CMP CORRUGATED METAL PIPE • • • within seven days after final grade is reached on any portion 4. Permanent or temporary sod stabilization shall be applied to denuded areas Y 9 be final but will remain Health VOSH Rules and Regulations. Safety & ( ) g _ CMPA CO CORRUGATED METAL PIPE ARCH CLEAN OUT - -withinnuded areas that may not at grade soil stabilization shall be applied seven days to de y 9 of the site. Temporary o PP be applied to areas that to be left.. dormant for more than one year. V3. right-of-way, I traffic control whether permanent or temporary, shall be in accordance with the current edition of VDOT's When working within VDOT right of way, all t off , p D{AMETER .are dormant for longer than 14 .days. Permanent. stabilizationDIA. shall Work Area Protection Manual A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution DS DOWNSPOUT 5. All existingutilities have been shown hosed up on the best available information. However, there may be existing utilities which are not ` of work within the VDOT right of way, EOP EOG EDGE OF PAVEMENT EDGE OF GRAVEL • • n of all existing utilities rior to Contractor to verify the location Putilities, he .ies responsibility of the Gont y 9including shown and should be located. Therefore, it will bet p y , , • be immediately to the Engineer, the owner. 9 V4 •controllers,etc. traffic signal poles, unction boxes,. T developer shall be ies ons,ble for relocating, of his expense, any and all , g g P J he d p R 9 ESMT. EASEMENT ns and the actual field conditions shall reported between these {a n ep Y construction. An discrepanciesp Y owned by VDOT or private /public. utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that �(. EXISTING and the appropriate utility company. may be in conflict with the proposed construction .activity. VDOT approval of these plans does not indemnify the developer from this responsibility. F.F. F.F.E. FIRST FLOOR FINISHED FLOOR ELEVATION under round. 6. All proposed utilities shall be installed g V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any g 9 FQC FIRE DEPARTMENT CONNECTION necessary for construction prior to the commencement of work. An responsibility of the Contractor to obtain all permits _ ry P 7. It shall be the resp y additional expense incurred as a result of any field revision shall be the responsibility of the developer. arranged and held b' the engineer and or developer with the local VDOT Land Development Office, apse -construction conference shall be aria g y g P FH F.L.S. Ga.GAUGE FIRE HYDRANT FIRE .LANE SIGN tion documents shall be resent on the site at all times. approved set of construction P V6. If required by the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work. VICINITY MAP GM GAS METER ` -Lewis,he field survey has been hie and bounds information was derived from a field survey performed by Painter LewisP.L.C. Y 8. Topographic boundary V7. r n undetermined length of time. VDOT requires The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any g q GV HCR GAS VALVE or GATE VALVE HANDICAP RAMP r interval of one 1 foot has been established for this project. Contact Painter -Lewis, P.L.C. based on U.S.C. and G.S. datum and a contour O an required or requested inspection. and shall receive 48 hours advance notice :prior to y q q P i HB HOSE BIB • - 792 to establish vertical control for project construction. at 540 662 5 P J V8. The shall notify the. Traffic Operations Center at (}540) 332-9500 for any traffic control plan that impacts: a VDOT maintained interstate or �� i'� HP HIGH POINT been prepared for this project. 9. No geotechnical report has b a p p p J .contractor Primary roadway to provide notification of the installation and removal of the work zone. ti II ` t INV IPF INVERT IRON PIPE FOUND V9. The contractor shall be responsible for maintaining a CVDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia � £� +�------�-� IPS IRON PIPE SET .. applicable.maintained ate face of curb. edge of pavement, or edge of stone pavement, where opp 10. All radii designations Indic g P 9 nt Contra} Handbook. Furthermore, access to other properties affected by this project shall be through construction, Erosion and Sediment a�� -�-�� LP LOW POINT . . Ian of and the connection to .the existing utilities with the appropnate utility company, where 11. The Contractor shall coordinate the relocation 9 V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VDOT right-of-way have minimum thirty-six (36) inches cover and when possible shalt be �° � � } LT. MLP LIGHT METAL LIGHT POLE applicable. V11. All water and sewer tines within existing or proposed shall a � � MP METAL POST installed under roadway drainage facilities at conflict points. MH MANHOLE t and plans to the regulatory agency requiring such.springs.sinkholes 12. The Contractor shall provide all AS BUILT documents p g rY 9 Y V12. voids caves etc. encountered Burin the course of construction shall be Any unusual subsurface conditions (e.g., unsuitable sods, > ) g NDC NOSE DOWN CURB _ 13. Stakeout Note: If requested by VDOT, the approximate location of proposed entrances from State maintained road will be staked. the immediately brought to the attention of the engineer and VDOT: Work shall cease in that vicinity until an adequate design can be determinedbyN.T.S. Y g OHE NOT TO SCALE OVERHEAD ELECTRIC engineer and approved by VDOT. OHT OVERHEAD TELEPHONE • gutters ' grade shall be maintained from the centerline of the.. existing road to the flow line, to preclude the forming of false gu 14. A smoothing g V13. and approved b a VDOT representative rior to placement and fill. Where CBR All. fill areas, borrow .material and undercut :areas shall be inspected. a _ pp y p p PL PROPERTY LINE and/or the ondin of any water on the roadway. / P 9 testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are z pp POWER POLE complying with other applicable local, State and Federal requirements. the PP submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and �nuiii iw�z.�o,rR PR. PVMT PROPOSED PAVEMENT 15. The approval of these plans shall in no way relieve owner of _ . waters and wetlands. that testing shall be performed in accordance with all applicable VDOT standards and procedures. p ,; RCP REINFORCED CONCRETE PIPE federal permits shall be obtained prior to disturbances within and Jurisdictional All applicable state and p V14. All roadway fill, base, subgrode material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical R.D. ROOF DRAIN maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street RED. SAN. REDUCER SANITARY Erosion and Sediment Control' 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 SEW. SEWER ed prior to an land disturbing activities. All work shall be done in accordance All Erasion and Sediment Control measures shall be install p y 9 . , VDOT Bail unless s ecified otherwise. Specifications, Certified copies of test reports shall be submitted to y, p STD. STANDARD with the current edition of the of Commonwealth of Virginia Erasion and Sediment Control Handbook. w V15. VDOT Standard CD and UD under drainsshall be installed where indicated on these plans and/or as specified by VDOT. �4.€ �� Rrr T.B.D. TO BE DEMOLISHED ' Construction. 2: All work shall be confined to the designated Limits of Co V1'6. . A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a {car, ► T.B.R. T.B.P. TO BE REMOVED TO BE PRESERVED or PROTECTED select number of culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten TC TOP OF CURB • Control measures, All Measures shall 3. The Contractor shall be responsible for the.. installation and. maintenance of oil Erosion and Sediment Cont u .pipe installations on the Ions not identified as storm sewer pipe e shall' be percent of the total amount far each size and material type summarized, .All pipe sta p P P TEL. TELEPHONE • • be rintendent or his representative. An damaged structures shall be inspected Bail and after each significant rainfall by the site superintendent P Y P yconsidered as culvert pipe for inspection purposes. Additional testing may be required as directed b the Area Land Use Engineer or their representative. P P P P P 9 Y q Y 9 P # TRB TTYPVRB TELEPHONE RISER BOX TELEVISION RISER BOX r replaced be the end of that work day. repaired o p Y V17: .The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design. standards and is the or TYP. TYPICAL tion all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary 4. Upon completion of construction, p responsibility of the developer. •4 .,�P��` UGE UGE UNDERGROUND ELECTRIC UNDERGROUND GAS • vegetative cover shall be checked regularly and Authority. All ve etati g Y Erosion Control devices shall be removed, as approved by the Local Inspection Autho y g V18: markings shall be installed b` the developer or, at VDOT s Prior to VDOT acceptance of any streets,. all required. street ignage and/or pavement m _ g y P {� is tz. UGG UGCATV UNDERGROUND CABLE T.V. hall be repaired, .fertilized replanted. and mulched, as needed. any damaged areas s p P discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. UGT UNDERGROUND TELEPHONE TH pF ' entering the public R-O-W. If e means of cleaning trucks and other construction equipment prior to ente g p 5. The Contractor shall provide adequate 9 as art of the V19. i I sources prior to the start of construction. Copies of all invoices The developer shall provide the VDOT Land Development Office with a list of all mater a p P P • • • right-of-way to the local VDOT Land Development Office prior to acceptance of the within dedicated street right of way must be provided p P P XFMR WL AI ELECTRIC TRANSFORMER WATERLINE antral of potential mud generated necessary, a trash rack shall be used as part of the Construction Entrance to help n the c p g P rY for materials utilized within an Y SITE LOCATION MAP WM �'� �� WATER METER ' ��' ✓� • installed as needed. It is the this site. If it is determined that this is not sufficient, then a wash rack shall be , development of t s work. Unit and total prices may be obscured. �•�• POWER POLE dust at all times. responsibility of the. Contractor to maintain clean streets and to allay d V2O• means of a mechanical spreader. Density will be determined using the density Aggregate base: and subbase materials shall be placed on subgrade by me _p y 9 GENERAL NOTES: WPP WTP WOOD o ,, WOOD TELEPHONE POLE JOHN C. LEWIS control stripin accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform WV WATER VALVE Pavia and Concrete: 9 ' merit sections as detailed on the Ions. drive areas shall receive the minimum pave P i unless s ecified otherwise. In addition to checkin stone de ths, a VDOT` these tests. Certified copies of test reports shall be submitted to VDOT da ly, p g P OWNER: NGINEER LAN A E ARCHITE T. 25 R RADIUS IN FEET N 1 21 is roads. main aisles and parking 1. The proposed public a P g n the pavement • shall be railed as required to provide a smooth transition between p with the existing sections. s ci g q P - f the density control strip. a opportunity to be resent Burin the. construction. and testing o y p representative shall be notified and given. the opp y p g P - - -A-30 TM# 64 A 29 & TM# 64 + .00 00 PROPOSED SPOT ELEVATION � w All: points of connection pavement P sections. V21. accordance with Section 315 of the VDOT Road and Bride Specifications. Density shall be determined Asphalt concrete. pavements shall be placed ,n oc 9 Wakeland Manor Land Trust Painter -Lewis, PLC p0 x(OO.. _ } EXISTING SPOT ELEVATION 0 ; HATCHING INDICATES REVERSED PITCH ti .. - d ractices. • - certified II perform these tests. Certified copies of using the density control strip as specified m Section 315 and VTM 76. A certified compaction. technician shall p p 9 Y • . - - 300 C ran Drive: 817 Cedar' Creek Grade, Suite 12'0 g � Cs IN THE GUTTER PAN: PITCH TO BE t " _ accordance with standard classification A 3. All work shall be done in acco P e shall be VDOT c 2. All concrete • given he opportunity to be re sent specified otherwise„ A VDOT representative shall be :notified and g_ , # pp y p test reports shall be submitted to VDOT daily, unless sp p Stephens City,. VA 22655 Winchester, Virginia 22601 1/2 PER FOOT. TRANSITION THE GUTTER � 0 NA L Excavation and Grading: during. the construction and testing: of the control strip.. Contact: Rex Wakeman Contact: John C. Lewis, P.E,,L.L.A. OVER A 10' LENGTH (TYP), • • • • • existing • f the existing utilities. If conflicts exist, then the g 1, Test its shall be excavated to determine. the depths and locations of all o g P V22. . - _ • the ` 6 inches and larger shall be explored below the bottom of e with Section 302.03- the foundations. for pipe culverts thirty-six (3) g P In accordance P P - _ Tel: 54 0-869-3644 Tel. 540-662 5792 • ion. of the proposed development. utilities shall be lowered or moved to promote the construct p p P .. _ condition of the foundation. The contractor shall report findings of foundation exploration: to the engineer and excavation to determine the type and c P 9 LIST OF DRAWINGS. • cleared and rubbed materials shall be removed and properly disposed of off -site. 2. All deleterious materials, demolished debris, and c e g VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise be determined by the engineer and approved. EXISTING PARCEL DATA: SHEET 1/15: COVER SHEET by unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall TM#64-A-29: Zoned B2, Business General, 4.86 acres SHEET 2/15: PROFFER STATEMENT on -site, if applicable, in the areas as directed the 3. All topsoil or vegetative cover shall be excavated. to its. full depth and stockpiled o , pp b VDOT. y O • with VDOT's installation criteria: Final on these in accordance t TM#64-A-30: Zoned B2, Business General, 2.22 acres PHASING PLAN Owner's representative for future finish grading- V23. VDOT Standard Guardrail shall. be installed where warranted and/or as proposed plans is Existing Use: Vacant g SHEET 3/15: EXISTING CONDITIONS .. e obtained b the Contractor and approved by a Certified 'Geo-Technical Engineer. All fill 4. All borrow fill material, if necessary, shall b y PP approval of the guardrail layout. to be given by VDOT after grading mostly complete. ions three 3 from the date. of the approval letter. O Proposed .Parcel 1: 0.653 acres PHASE 1 E&S PLAN • „ D-698 Maximum D Density, or as directed by the shall be laced in lifts of 8 or less and shall be compacted to 95% of ASTM Dry Y material p - • V24. V25. shall. expire .ears Approval ofthese p p Y VDOT Standard. CG-12 Curb Ramps: shall be installed where indicated on these plans and/or as specified by VDOT. Proposed Parcel 2: 5.896 acres P SHEET 4/15: EROSION AND SEDIMENT CONTROL NOTES _ Geo Technical Engineer. V26. The foundations for all box culverts hall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine. Right of Way: 0.531 acres SOILS MAP . , tructures without - permission of the: Owner. 5. No blasting shall be permitted within 25 feet. of existing utilities ors P • • • - • ' o the i copies of borehole logs and report findings of foundation exploration t the type and condition of the foundation. The contractor shall. submit op g p 9 pWATER Proposed Use: Self Storage/outdoor storage p QUALITY NARRATIVE . constructing box, Foundation designs shall comply with VDOT Road and BridgeStandardPB-1. Contrary to the engineer and VDOT for approval .prior to 9 P Y Proposed Buildings: 9 one story building P 5/15: PHASE 2 E&S PLAN • , , _ • topsoil stockpile onSHEET shall receive a minimum of 4 topsoil obtained off -site or from the p p ads slopes, and lawn areas P 6: All landscaped Isla p , ,• . - -f yielding, or Standard where rock. is encountered and cast -in -place box s proposed, the thickness of bedding. shall be six (6) inches. Where soft, y g, - ' h number Of Building 1 will have 54 units. Building 2 Will have 56 units. e U g g EROSION AND SEDIMENT CONTROL. DETAILS ' graded and raked prior to application of permanent vegetative cover. site. The topsoil shall be g a p PP P • • 'stabilization shall be determined b the engineer and otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation Y 9 units in the remaining buildings Is to be determined. g �SHEET 6/15: SITE. LAYOUT PLAN n areas shall be stabilized b the establishment of permanent turf grass installed in accordance with generally accepted 7: All disturbed law Y 'b VDOT. approvedy Building Restriction Lines: Front Yard Primary Street Setback: Required- 50' Provided-250' SHEET 7 15: GRADING PLAN practices. Front Yard Minor Street Setback: Required- 35' Provided-36' SHEET 8/15: WATERLINE PROFILE I and maintenance Ian. 8. Fill slopes steeper than 3:1 will require a slope stability analysis a P Rear Yard. Setback: Required- 0' SHEET 9/15: FREDERICK WATER GENERAL NOTES AND .DETAILS Side Yard Setback: Required- 0' SHEET 10/15 STORM SEWER PROFILES Maximum Building Height: Allowed- 35' Provided-12' SHEET 11/15: STORM SEWER HYDRAULIC CALCULATIONS' Sign Setback: Required-10' Provided-10'+ SHEET 12/15: SITE ENTRANCE PROFILE FAR: 55,500 sf/256,830 sf=0.216 CONSTRUCTION DETAILS SHEET 13/15: LANDSCAPE PLAN Buffers and Screening: B2 against MH1=B type buffer req'd SHEET 14/15: LIFE SAFETY PLAN B2 against RA(Resid.)=B type buffer req'd SIGNS AND STRIPING PLAN B2 against RA(vacant)=no buffer required SHEET 15/15: STORMWATER MANAGEMENT -QUANTITY Parking Requirements: Parking Restriction Lines: Street Setback: Required-10' Provided- 12' Yard Setbacks Required-5' Provided- 26' SITE PLAN APPROVAL Parking Spaces Required: 3 for the office NAME z3 ,L 1 per employee _.DATE,W 1 /40,000- SF loading /S- z SITE PLAN NUMBER Office: 3 spaces required Employees: 1 employee = 1 spaces required Parking Spaces Provided: 4 including 1 ADA space ZONING NOTES: Loading Spaces Required: 55,500/40,000 = 1 space required SITE PLAN SP#15-20 TRAFFIC IMPACT: UTILITY AND REGULATORY CONTACTS: Loading Spaces Provided: 1 Frederick Count, Road Classification for Route 522, Front Roal Pike: Minor Arterial Road Y 1. Signs will conform to Section 165.201.06 of the Frederick County Zoning Building and Impervious Area Coverage: g P g CROSSROADS COMMERCE CENTER WATER AND SEWER SERVICE NATURAL GAS Ordinance and will required a separate permit. 2018 Existing Traffic Data -Route 522 Parcel Greenspace Required: 15% or 38,524 sq. ft. SELF STORAGE AADT=16,000 trips Frederick Water 315 Tasker Road Washington Gas 9 2• The maximum height for the monument sign is 12'. The maximum size 9 Parcel Greenspace Provided: 38.8% or 99;692 sq. ft. Edition Stephens City, VA 22655 P 350 Hillandale Lane Winchester VA 22602 for the monument sign is 50 square feet. Proposed Impervious Areas: Roofin 101,63 sq. ft.SHAWNEE MAGISTERIAL DISTRICT Ninth Data Source. ITE Manual, N , Parking Areas= 101,638 sq. ft. Land Use 151: Mini -Warehouse 540-868-1061 Trips based on Gross Square Feet: 540-868-7923 3. The self storage facility will be in conformance with Frederick County Total Impervious Area= 157,138 sq. ft.-61.2% FREDERICK COUNTY, VI RG I N iA Gross Square Feet=56,050 BUILDING INSPECTIONS' Frederick County Inspections ELECTRIC SERVICE Zoning Ordinance 165-204.18. Department Shenandoah Valley' Electric Trash Removal: The owner will contract with a licensed, private trash hauler for • = entering, 50% exiting) Weekday. 56.05x2.5 140 taps (50% e t g, g) . 107 North Kent 52% Street Cooperative the regular removal of trash. AM Peak Hour: 56.05xO.28=16 trips (48% entering, exiting) 56.05xO.29=16 trips (53% entering, 47% exiting) Winchester, VA 22601 3463 Valley Pike PM Peak Hour: =130 trips 50% criteria 50% exiting) 540-665-5650 Saturday. 56.05x233 p ( g, g) Winchester, VA 22602 Lighting: All lighting will conform to the requirements of the Frederick County 540-450-0111 Zoning Ordinance Section 165-201.07. Building mounted lights only are ZONING ADMINISTRATOR DATE EROSION AND SEDIMENT ` Frederick County CONTROL Department of Public Works TELEPHONE SERVICE proposed. FREDERICK COUNTY, VIRGINIA 107 North Kent Winchester, VA 22601 Street Verizon 404 Hillandale Lane RESPONSIBLE LAND DISTURBER Environmental Features: SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL 540-665-5643 Winchester, VA 22602 Wetlands - No wetlands have been identified on the site. PUBLIC ROAD IMPROVEMENTS 540-665-3156 NAME: Flood plains - FIRM Map No. FIRM 510069CO218D shows that the parcel is within Zone X. This zone is characterized by areas outside the 0.2% annual PAINTER-LEWIS, P.L.C. Frederick Water Information Virginia Department of Transportation CERTIFICATION #: chance floodplain. 2275 Northwestern Pike _ _ 817 Cedar Creek Grade, Suite 120 WATER AND SEWER DEMAND CALCULATIONS Winchester, VA 22603 DATE: Storm Water Management: -•--- ____ �� 540-535-1818 Water quantity impacts have will be offset by the installation: of stormwater Winchester, Virginia 22601 Dail Employees:` 1 persons Y THE RESPONSIBLE LAND DISTURBER IS THE management facilities on the site. The stormwater management facilities were Telephone (540) 662-5792 per person: 30 d Average Demandp p gp PARTY RESPONSIBLE FOR CONSTRUCTION & designed Subdivision Design Plan #19-07 prior to the implementation of water Facsimile (540) 662-5793 Total Demand: 30 gpd MAINTENANCE OF ALL THE LAND DISTURBING quality requirements. '-- Email: office®painterlewis.com ACTIVITIES AS SET FORTH IN THESE PLANS: JOB NO.: 1711030 SHEET, Previous Approval Numbers: REZ #10-05, MDP #09-06, Subdivision Design CONSULTING March 25, 2020 1 1 5 ENGINEERS / Plan #19-07 Latest Revision Date: June 12, 2020