Loading...
HomeMy WebLinkAbout14-18 Site PlanVICINITY MAP ABBREVIATIONS ASSY. ASSEMBLY Construction Notes Virginia Department of Transportation FREDERICK COUNTY, VIRGINIA BC BML BOTTOM 0 BUILDING MOUNTED LIGHT General Notes: 1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Staunton District Rev. January 19, 2013 CG -2 EAK VDOTC URB T Americans with Disabilities Act, where applicable, and all applicable codes. CG -6 VDOT CURB &GUTTER T CIP CAST IN PLACE CONCRETE 2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia, where VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of CL CMF CLASS CONCRETE MONUMENT FOUND applicable.Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, CPP CORRUGATED POLYETHYLENE PIPE It be the responsibility of the Contractor to notify "Miss Utility" at 811 at least two (2) working days, but not and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Regulations, the most stringent shall govern. CMP CCO OPA CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH 3. shall more than ten (10) days prior to commencement of any land disturbing activity. Specifications and CLEAN OUT V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration DA. DI DS DIAMETER DOWNSPOUT 4. No disturbed areas shall be denuded more than thirty (30) days. The contractor shall stabilize all denuded areas (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EOG EDGE OF PAVEMENT within seven (7) days after the end of construction. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with EOG ESMT. EDGE EN GRAVEL EASEMENT 5. All existing utilities have been shown based upon the best available information. However, there may be existing the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for EX. EXISTING utilities which are not shown and should be located. Therefore, it will be the responsibility of the Contractor to verify the a roval and land use permit issued prior to any execution of work within the VDOT right of way. PP F.F. FIRST FLOOR location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field F.F.E. FINISHED FLOOR ELEVATION conditions shall be reported immediately to the Engineer, the owner, and the appropriate utility company. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, SITE LOCATION MAP FDC FIRE DEPARTMENT CONNECTION FIRE HYDRANT junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the FH F.L.S. FIRE LANE SIGN 6. All proposed utilities shall be installed underground. developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. �' F.LT. FLOOD LIGHT 7. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the VDOT approval of these Tans does not indemnify the developer from this responsibility. PP P G GAUGE commencement of work. An approved set of construction documents shall be present on the site at all times. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as r western e GMM GV GAS METER GAS VALVE or GATE VALVE 8. Topographic information was derived from a topographic survey performed by Painter -Lewis, P.L.C.. Afield survey deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of developer. ,�I P O r h O U S e Rol. S O HCR HANDICAP RAMP determined the topographic information which has been based on U.S.C. and G.S. datum and a contour interval of two the P HB HDR CURB HOSE BIB 6" HEADER CURB ()2 feet has been established for this project. Contact Painter -Lewis, P.L.C. at 540-662-5792 to establish vertical control V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the A Rte. 0 HP HIGH POINT for project construction. engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT INV INVERT 9. No soils re ort was prepared for this project. P P P prior to initiation of work. ��� ``� :. IPF IPS IRON PIPE FOUND IRON PIPE SET All designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined y 48 hours notice to any required or requested inspection. - -� �... _. w _, p _� �.. -- �- -` �-�,� LP LOW POINT 10. radii length of time. VDOT requires and shall receive advance prior LT. LIGHT 11. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the appropriate utility V8. The contractor shall notify the Traffic Operations Center at 0540) 332-9500 for any traffic control plan that impacts a �'� ���" MLP MPD METAL LIGHT POLE MULTI -PRODUCT DISPENSER company, where applicable. VDOT maintained interstate or Primary roadway to provide notification of the installation and removal of the work zone. MP METAL POST V9. The contractor shall be responsible for maintaining a CVDOT permitted temporary construction entrance(s) in accordance MH NDC MANHOLE NOSE DOWN CURB Erosion and Sediment Control 1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected N.P.S. NO PARKING SIGN done in accordance with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook. by this project shall be maintained through construction. N.T.S. OHE NOT TO SCALE OVERHEAD ELECTRIC 2. All work shall be confined to the designated Limits of Construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. OHT OVERHEAD TELEPHONE POST INDICATOR VALVE 3. The Contractor shall be responsible for the installation and maintenance of all Erosion and Sediment Control measures. P V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches facilities �. PIV PL PP PROPERTY LINE POWER POLE All Measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. cover and when possible shall be installed under roadway drainage at conflict points. PROP. PROPOSED Any damaged structures shall be repaired or replaced be the end of that work day. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the �`~` PVMT RCP PAVEMENT REINFORCED CONCRETE PIPE 4.Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that by VDOT. R.D. ROOF DRAIN stabilization, the temporary Erosion Control devices shall be removed, as approved by the Local Inspection Authority. All vicinity until an adequate design can be determined by the engineer and approved R.O. ROCK OUTCROP vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, V13. All fill borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to W i n c h e t SAN. SANITARY SEWER as needed. areas, placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is SEW. STD. STANDARD 5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be ,�I Western R a I r a d T.B.D. TO BE DEMOLISHED public R -O -W. If necessary, a trash rack shall be used as part of the Construction Entrance to help in the control of clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in SITE T.B.R. TO BE REMOVED potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a accordance with all applicable VDOT standards and procedures. T.B.P. TO BE PRESERVED or PROTECTED wash rack shall be installed, as needed. It is the responsibility of the Contractor to maintain clean streets and to allay fill, base, material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 769 Round Hill Rd. TC TEL. TOP OF CURB TELEPHONE dust at all times. V14. All roadway subgrade lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum VDOT, density tests shall be R d HM < < Road TRB TVRB TELEPHONE RISER BOX TELEVISION RISER BOX Paving and Concrete: moisture for the full width of any dedicated street right-of-way. At the direction of performed o n 1. The proposed main drive aisles and parking areas shall receive the minimum pavement sections, as detailed on the to by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports VA Rte, 803 or TYP. UGE TYPICAL UNDERGROUND ELECTRIC plans. All points of connection with the existing pavement sections shall be graded as required provide a smooth shall be submitted to VDOT daily, unless specified otherwise. transition between the pavement sections. Rebuild the existing entrances as shown on the plans to match the new parking layout. Provide/replace sidewalks as required. V15. VDOT Standard CD and UD under drains shall be installed where indicated on these plans and/or as specified by VDOT. DEVELOPMENT NOTES UGG UG CAN UNDERGROUND GAS UNDERGROUND CABLE T.V. OF UGTUNDERGROUND TELEPHONE PT 2. All concrete shall be VDOT classification A-3. All work shall be done in accordance with standard practices. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans For culverts, a minimum of one pipe installation for each k MH 1. The project illustrated on these plans is located at 769 Round Hill Road in the Back Creek District in the XFM WL WL ELECTRIC TRANSFORMER WATERLINE O as storm sewer pipe and a select number of pipe culverts. pipe the total for size and material type County of Frederick, Virginia. This project involves the renovation of the existing structures for use as a Private School. WM WATER METER Cj--��(V/ Excavation and Grading: be to determine the depths and locations of all of the existing utilities. If conflicts exist, size of each material type will be inspected or ten percent of amount each All installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for The school will serve 50 to 75 students and have 8 to 10 faculty members. Improvements to existing site conditions will WPP WOOD POWER Test its shall excavated 1 p then the existing utilities shall be lowered or moved to promote the construction of the proposed development. summarized. pipe PP inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. occur in conjuction with the building renovations. Site improvements will include parking facilities and required landscaping. WATER VALVE OOD ONE POLE JOHN C. EWI a WWVP N 1 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design 2. Property Owner/Developer Contact: H. Claire McDonald 25'R *00.00 RADIUS IN FEET PROPOSED SPOT ELEVATION ,.d of off-site. standards and is the responsibility of the developer. x(00 EXISTING SPOT ELEVATION �0 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on-site, if applicable, in the areas as V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the Independent School of Winchester 3 Battaile Drive _.00) HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE IONAL� directed by the Owner's representative for future finish grading. developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Winchester, VA 22601 Telephone: 703-636-9233 1/2" PER FOOT. TRANSITION THE GUTTER N 4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified Geo -Technical Devices. OVER A 10' LENGTH (TYP). Engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 Maximum V19. The developer shall provide the V DOT Land Development Office with a list of all material sources prior to the start of 3. Engineer: Contact: Mr. John Lewis LIST OF DRAWINGS: Dry Density, or as directed by the Geo -Technical Engineer. - construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the PAINTER-LEWIS, P.L.C. local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. 817 Cedar Creek Grade, Suite 120 SHEET 1/6: COVER SHEET 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner. base materials shall be on subgrade by means of a mechanical spreader. Density will be Winchester, Virginia 22601 Telephone: (540) 662-5792 CONSTRUCTION NOTES it ore 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off-site or from the areas V20. Aggregate and subbase placed determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VDOT NOTES topsoil stockpile of site. The topsoil shall graded and raked, prior to application permanent vegetative cover. p p p g P PP P 9 VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to 4. Property boundary and topographic information shown on these plans was collected by PAINTER-LEWIS, GENERAL NOTES VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and SHEET 2/6: EXISTING CONDITIONS PLAN 7. All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in accordance with given the opportunity to be present during the construction and testing of the density control strip. 5. Site Data: SHEET 3/6: EROSION & SEDIMENT CONTROL NOTES AND DETAILS generally accepted practices. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. PINS: .4136 acres) and 52-9-B (5.63 acres) 52-9-A (1 PHASE 1&2 SEDIMENT & EROSION CONTROL PLANS Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction be to VDOT daily, unless specified Combined Parcel Area: 7.0436 acres SHEET 4/6: SITE LAYOUT PLAN technician shall perform these tests. Certified copies of test reports shall submitted otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and Zoning: (RA) Rural Areas District SHEET 5/6: CONSTRUCTION DETAILS testing of the control strip. Existing Use: Vacant SHEET 6/6: LIFE SAFETY PLAN V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored Proposed Use: Private School (50-75 students, 8-10 faculty) P 194.15' to building SIGNAGE PLAN below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report Front Yard Setback: Required -60' Provided- new findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall Rear Yard Setback: Required -100' to >6 acre parcels Provided -121.58' comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, Side Yard Setback: Required -100' to >6 acre parcels Provided -155.54' the foundation .design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. Side Yard Setback: Required -50' Provided -20' existing building V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's Maximum Building Height: Allowed - 35' Proposed -30' installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 10,508 sf = 0.0341 FAR V24. Approval of these plans shall expire three (3) years from the date of the approval letter. 5. Accessory Structures Setback: V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Edge of Pulic R -O -W or VDOT maintained road: Required - 60' V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed the foundation. The contractor shall submit copies of borehole Edge of Private R -O -W: Required - 45' Side or Rear Property Boundary Required - 15' INDEPENDENT SCHOOL OF WINCHESTER foundation elevation to determine the type and condition of logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Standard, where rock is 6. Environmental Features: SITE PLAN #14-1 encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or Wetlands No wetlands have been identified this Site. otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be n t Flood plains - No Flood plains exist on this site per FIRM Map No. 51069CO205D 769 ROUND HILL ROAD determined by the engineer and approved by VDOT. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - No steep slopes have been identified on this site. BACK CREEK MAGISTERIAL DISTRICT 7. Historical Structures and Sites: None FREDERICK COUNTY, VIRGINIA 8. Storm water management is provided by existing adequate channel. TRAFFIC IMPACT: UTILITY AND REGULATORY CONTACTS: STORMWATER MANAGEMENT: 9. Landscaping Requirements: See Construction Details Frederick County Road Classification for Virginia Route 803: Minor Collector 2016 Existing Traffic Data- Round Hill Road SEWER SERVICE AADT= 1,200 trips NATURAL GAS 10. Buffering Requirements: None Frederick Water Washington Gas Stormwater Quality Data Source: ITE Manual, Seventh Edition 315 Tasker Road 350 Hillandale Lane This property contains 7.04 acres. The total area of disturbance 11. Lighting: New lighting will be building mounted. All lighting will conform to the requirements of the Frederick County Land Use 536: Private school (K-12) Stephens City, VA 22655 6: V Winchester, VA 22602 is less than 1 acre and is therefore exempt from the Virginia Zoning Ordinance. Trips based Number of Students: 75 540-868-1ty, 540-8ster, 3 Stormwater Management Program requirements for stormwater Weekday: 75xtuden2.48= 186 trips (50% entering, 50% exiting) AM Peak Hour. 75x0.79= 59 trips (61% entering, 39% exiting) BUILDING INSPECTIONS ELECTRIC SERVICE quality treatment. 12. Signage: New signs shall conform to the Frederick County regulations. The proposed sign will be a freestanding, PM Peak Hour: 75x0.55= 41 trips (41% entering, 59% exiting) Frederick County Inspections Department Shenandoah Valley Electric monument sign, not to exceed 10 feet in height and 50 square feet in sign area. 107 North Kent Street Cooperative Stormwater Quantity Warrants for Right Turn Treatment -Figure 3-26 VDOT Road Design Manual Winchester, VA 22601 3463 Valley Pike Existing impervious area will be reused for parking and access. 13. Parking and Loading Space Requirements: Right Turns into site: 59 trips x 61% x 0.5=17 540-665-5650 Winchester, VA 22602 New lawn areas will reduce the existing impervious areas on the Property Line Setback: Required - 5 Provided - 20 +/- DATE PHV Approach: 1200 x 11%=132 Not Tapers Required 540-450-0111 site and reduce runoff. See the greenspace tabulation on Sheet Required: (1) space faculty and staff -10 member staff ZONING ADMINISTRATOR EROSION AND SEDIMENT CONTROL 5 per FREDERICK COUNTY, VIRGINIA Frederick County Department of Public Works TELEPHONE SERVICE (1) space per 10 driving age students -8 student/10=1 space 107 North Kent Street Winchester, VA 22601 Verizon 404 Hillandale Lane (4) spaces for visitors Total spaces Required = 15 including 1 ADA spaces SITE PLAN EXPIRES FIVE (5} YEARS FROM DATE OF APPROVAL RESPONSIBLE LAND DISTURBER 540-665-5643 Winchester, VA 22602 Total spaces Proposed = 19 including 2 ADA spaces PUBLIC ROAD IMPROVEMENTS 540-665-3156 Loading Space Requirements: None -�- PAINTER-LEWIS, P.L.C. NAME: Virginia Department of Transportation1P 2275 Northwestern Pike CERTIFICATION #: Winchester, VA 22603 14. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. 817 Cedar Creek Grade, Suite 120 540-535-1818 HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. Winchester, Virginia 22601 DATE: HC ramps off site shall be constructed per VDOT standards. Telephone (540) 662-5792 THE RESPONSIBLE LAND DISTURBER IS THE WATER SERVICE _ Facsimile (540) 662-5793 PARTY RESPONSIBLE FOR CONSTRUCTION & City of Winchester 15. The school will be served by the existing well and septic system. Email: office®painterlewis.com 115 N. Cameron Street MAINTENANCE OF ALL THE LAND DISTURBING Winchester, VA 22601 16. Previous county plan approval numbers: SP 23-79. JOB NO.: 1705020 SHEET; CONSULTING ACTIVITIES AS SET FORTH IN THESE PLANS. 540-667-1815 ENGINEERS March 22, 2018 1 /6 17. Trash disposal will be handled by staff. Latest Revision Date: May 30, 2018 EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description This project is located at 769 Round Hill Road. The owner proposes to renovate the existing fire station to be used as a private / school. Improvements to the existing site conditions are proposed along with the building renovations. Proposed improvements are planned to begin during the spring and summer of 2018. Existing Site Conditions The project area is located within a 7.07 acre site that is mostly open field with gentle slopes of 5% or less. Flood Plain The parcel contains no floodplain. .��: ��� ` "WA Soils The Frederick County Soils map shows the predominant soil type on the site as the soil Ooklet series. The Oaklet series consists "" of very deep, well drained, slowly permeable soils. They formed in material weathered from limestone bedrock on gently AWOW undulating to steep upland slopes. Depth to hard limestone bedrock is more than 5 feet. Slope range from 2 to 35 percent. "'r ... s .......�.�... Adjacent Areas �,,; �,_ ..............:::......... The adjacent property to the east is single-family residential. The adjacent properties to the south and west are used for IP agricultural puposes and single-family residential. The property is bordered along the north by the Winchester & Western Railroad p moo•. ,FA mw and the Round Hill Road right-of-way.. Sr ....�' EK Off-site Areas There will be no off-site disturbance. - ,W �� Critical Areas CmA No critical areas where are present on site. `WMOF E. FA is p Disturbance Areas Prt The site improvements for this project will disturb approximately 0.62 acres. 9k PP L FA PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed and shall be maintained in a condition which '�°`FA will prevent tracking or flow of mud onto the public rights-of-way. This may require periodic top dressing with additional stone \/ cw"` FA EVwsd or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap' / sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed E. immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted Exift/ under any circumstances. SF 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of,�„Ahme construction. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after 4WX Wa EX o/F Ex � abab each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed 7 �` / UM E or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be / removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. / �` FA 3.07 Gravel and wire mesh inlet sediment filters will be installed at each existing yard inlet. The filters shall be inspected after SF each rain and repairs made as needed. Sediment shall be removed from around the filters when the sediment has accumulated / to a depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. °`°� / 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas , x. which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than "°"' FA , 30 days shall be temporarily seeded and mulched. All temporary seeding areas will be mulched in accordance with the schedule v included herein. E,c, Std, AN* MAT Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 -. Feb 15: Annual Ryegrass 50 Ib/ac98 85 �`" C� Pod Winter Rye 50 Ib/ac 98 85 a. wmt May 1 - Aug 31: '" ° `°'.".� "� "ftt�./ German Millet 50 Ib/ac 98 85 y`O"'""" +..r 9, L72 a rTap Cc Re.. ..l Ex RP_ _.Q Feb 16 - Apr 30: mw REMW V'r Annual ryegrass 75 Ib/ac 98 85 9�q TopB/iCor R...rve112 Mulch: 1.5 ton/ac small grain straw } E. Fertilizer: 1000 Ib/ac 10-10-10 E`"" PHASE 2 EROSION AND SEDIMENT CONTROL MEASURES 3.05 Silt fence will be maintained/installed along the downstream perimeter of the work area. Silt fences shall be inspected PHASE 1 SEDIMENT & EROSION CONTROL PLAN after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event18" MIN. . GRAVEL They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in RUNOFF WATER I (12" MIN.) GRAVEL place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. WITH SEDIMENT BACKFILL 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 4". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated \'\,��iNN/\\i\i DROP \\\j\j�\ WIRE MESH INLET /\\/�\�/� AV/' time for construction is spring 2018 through summer 2018. NOTES: 3.35 All seeded areas will be mulched in accordance with the schedule included herein. 1. THIS METHOD OF INLET PROTECTION IS APPLICABLE I STEEL OR _ WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WOOD POST WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE Permanent Stabilization EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be 2. GRAVEL SHALL BE VDOT #3, #357, applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be OR #5 COARSE AGGREGATE. stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. No soil testing GRAVEL AND WIRE MESH DROP INLET SEDIMENT BARRIER is required. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07-2 Seedbed Preparation: EROSION & SEDIMENT CONTROL KEY a. Scarify top 1 " to 2" of soil after final grades have been achieved I �, ,III III- b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 120 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 TEMPORARY STONE Winter Rye 12 Ib/ac 98 85 2' May 1 - Aug 31: CONSTRUCTION German Millet 12 Ib/ac 98 85 1705020 or ENTRANCE Feb 16 - Apr 30: 03/22/18 Annual ryegrass 12 Ib/ac 98 85 SILT FENCE Mulch: 1.5 ton/ac small grain straw X X-X_X Fertilizer: 1000 Ib/ac 10-10-10 INLET PROTECTION 1. The VESCP Authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. eco N In NI 2. Work on the project (grading, excavation, construction) shall not commence until the appropriate erosion and sediment 3.31 controls are in place as specified on the plan and as approved by the VESCP Authority. LL1 3. The approved site plan must be kept on the work site and shown on request. 3.32 4. Prior to commencing land disturbing activities in areas other than indicated on these plan (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion and sediment control plan to the VESCP Authority for review and approval. 0_ 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the VESCP Authority. w' 6. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. UJ 7. Vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. 3.02 TEMPORARY STONE P -L 2' J CONSTRUCTION CE 1705020 � ENTRANCE SHOWN 03/22/18 3.05 SILT FENCE $F X X-X_X 3.07 INLET PROTECTION N � r, 3.30 TOPSOILING eco N In NI To 3.31 TEMPORARY SEEDING LL1 I (o N 3.32 PERMANENT SEEDING Z PS 3.35 MULCHING 0_ Mu PHASE 1 SEQUENCE OF CONSTRUCTION 1. Install construction entrance. 2. Install inlet protection. 3. Install silt fence along downstream perimeter of the work area. 4. Strip, stockpile and stabilize topsoil in location shown on the Site Erosion and Sediment Control Plan. 5. Apply temporary seeding. 6. Perform rough grading for parking and access road. PHASE 2 SEQUENCE OF CONSTRUCTION 1. Maintain silt fence along the downstream perimeter of the work area. 2. Complete exterior site improvements. 3. Stabilize work area with pavement or permanent seeding where necessary or applicable. 4. Install landscape plants. 5. Remove temporary controls after all work areas have been stabilized. eet / FILTER FABRIC WITH WIRE MESH SUPPORT 898.. ti FLOW OV - FLOW 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. PONDING HT. FILTER FABRIC / ATTACH SECURELY f TO UPSTREAM SIDE OF POST. RIFF RUNOFF (RSTORAMGENHTD� •.�,:,„' I I I I I I I I'l. a av 1• I it I" ' 12" MINI I II I I I II�- 4"x6TRENCH BWITH ACKI COMPACTED I I (I III - I GRAVEL STAN DAR D D ETAI L TRENCH WITH NATIVE BACKFILL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ALTERNATE DETAIL TRENCH WITH GRAVEL EX E .. " - " I / Scale ip Feet PHASE 2 SEDIMENT & EROSION CONTROL PLAN SILT FENCE WITH WIRE SUPPORT NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.05-1 SEDIMENT BARRIER (TEMP. SEDIMENT TRAP) SUPPLY WATER TO WASH WHEELS IF NECESSARY. OO 0 FLOW 0 Ld 0- A O O z_ X W SPILLWAY NOTE: USE EARTH BERMS TO DIRECT RUNOFF FROM CONSTRUCTION ENTRANCE TO SEDIMENT TRAP O'er FLOW s A WASHRACK 2"-3" COURSE AGGREGATE MIN. 6" THICK ap e 0 p �O oro.u,,°°C�° Com%a�� °�4aao A8 o2i a86+►r`0111 o 01�?! X80 I I DIVERSION RIDGE 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARD IF REQUIRED. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.02-1 Z I O V 4 W O Z J Z W Z � O N w U J U) Z AdZ m O Z a W no N UJZ00 aWm wZ Z�N0 0otdv O Z w N W J ~ W 0_ ir W U = N Z 3 _J QZ_IdbF oa=Z O 0C�O =WZaC) CU~=� C)0OYY Z �W� W Z U W 0 0 UU_ 0 m X Z U C.I.: P -L 2' J 0 P -L 1705020 � N SHOWN 03/22/18 SHEET: 3/6 E LSI O N � r, .. eco N In NI to vj LL1 I (o N a3i Z WL 0_ ^ 0 0 J w' � © 1 UJ v U w O aV) W 0_ Lv Q= 0 L E *FA O 0 U LLIZ °� u a Z ( I-- LL.W �tiTH OF I° V) I I 9 Uc. No. 021621 z s _ZONAL _ SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO. P -L 1705020 SCALE: DATE: SHOWN 03/22/18 SHEET: 3/6 7.98 QO 898.30 .OS 97.66 898.28 V t8 � I t 898.0 ` t 898.01 20 0 20 VgRi ROUT q�/ 898.1 C + 896.04 99 \� 898`.12 803 897.43 j 697.99 �OTN R� +898.14 ROvN `��•• Scale in Feet 897.95 ��� D N/ +898.23 89809 O •�B�\��8`�.1�6� ` //��� + 897.96 OF �/i4 \ D 98.14 £X. lnV. 18' RCPOJ EX I S + s96.o2 /^� Y Po 6.22s•22 oCD 6,39 Inv.= 895.68' MODERA��7,91 �S# Ex. Inv. 18" RCP Z Q VOLUME TED S `- -,e.� S� 895' 5,71 /n v.= 895.71' rE QNTRANCE 87 +89 .91 89602 p�F� - + 898,44 Q 6,26 +B s\2:")1 �„ sl 953 Ex. 18" Pipes (2) \_ 0.0 E 697.56 + 99793 T, \ (Changes From RCP To CPP) 3 + `s.. 6.20 7.22 MP + 96.72 �+ t 897.21 6.28 II.23 ~` Ex. (ion C. + 9sa B97°4 2E :O 1 ' BeT2 ;�M N )2• + Ex. RR tfAtYs7fig +898.26 Railroad Crossing � /ry695.61 As halt q! + 896.99 �<0%4' 847.34 Signal Arm AS 648.19 + 6 .30 8.34 �'�'~+ 898.95 +899.18 /% O Q7 P Cf7 W c �89 8 90 f \ PRCL Bl QQ467 AC 896.9 of IPR. SIGN 8'98, 898.00 £x. /n v. 18' CPP 69465 .63 ,� , ' oo Ex RR Crossing + 897.46 t 7b6 PRCL B 0.0223 AC + 647 ' 9775 �q Inv.= 894.99 + 999.74 +899.32 .9. 9 Signal Arm Assm. O + 06.6RR t 89 +896.73 89 t [X. Inv. 18' CPP + 698.60 �- 0.00 Crossing 3 896.49 } S s.oz s97.es Inv.= 895.02' �� - -- 99.94 + s9sL7! Sin E 73 3.37 02 9466. 9 '9 20 � 99.85 8 9.76 0.00 t694.31 N4 ...........6 ... -.............. ........ - - • '... ... .. 898.84 + 898 849.476 .......................Ex. In V. X9 ,4- ............. ....' ' + 896.64 •886.45.......... 9 N;;12. �+ '- -` =89J.06' + .. ; ...... + 896.34 %2 + p.7 .... .... ... • • .. + 898.18 . +60 /?a R. FENCE 697.64 - • 37 02 X. 18� - 60.10' 896.74 ` 2p6o• Ex. Inv. NEW EDGE fW"ASPHALT S x. 8.29 �°' Ex. Inv. J43 + 898,94 $ Ex. +895.20 + 896.29 ,n �=895.56' =895.93 Railroad +896.11 e , ._ 8• C 1 374.68 Inv.= 894.65'+ 898.30 } 96.1 895.77 ' ' ""-' ' ' 96.34 Tracks )Ex. ConC. - x. Storm Grate ~µW % 1 He wall (Remains) \ Ex. Inv. _ ._ . =89 _.__ To = 896.34' c a " -, 7 t 896.57 InV•-�� EX 898. ) Tre?+ 896.46 E 18 CMP 0896.62 Asphalt + 646.51 , - :,�894.71' \ _ +895.29 - .31 CH EX. ASPHALT - Ex. i onc. ,,.". 45 Ex. Well �' f J s a a a 896.70 7.54 Part' ng- cks (Inside Chamber) + 698.60 ,f' ' `- ne X. \� 5. � � ti _ J� �- ""�� 894.92 , /. 'a 8 "nE3.06 6p +398,85X. AsphoRt + 898 �. 4 0.00, a• 8 eRI + 696.74 � Pit Fence + .Q.fiO �',::0 O•� + 696.75 f` `+ 4 \ + 895.10 4, d� Y+4693.9 X. < 99 Ex. pFF= \ f a2=_ ra�iel .30 O, 898.65 898.90' 98.3 iIn t 896.01 \ .Y. t 896 1896.98 6.76 ' P!n .85'4 ° 895.25 � * a °� -< 98.5 +896.21 Ex. PP 1 y r 898.757X. e 4 y + 694.6 . - < a ,e 98. 898.6on c. LIMITS OF DISTUR E 895 0 ; �' a a!' +897'6 0 10" O 895.19a 7.02 v $9�i. Pine 894.63 s Ex.FF= sphalt 8.5 96.04 +896.18 ! <- %98.40898.82' - 10 +896.91 - 8,42 � +898, Pine -- t 4.30 t .z3 .8 5 LIMITS OF Re Conc. EX 98, 898 B \ Prue / TAR&CHIP +B .11 a' g. PAVEMENT ' ' 4 .j ° e Parking Blocks Ex' 6.73 98.33 MATCH EXIST 422 6 4 4° / Conc. 6.35 " Y 896,74 8980 +896.09 GRADES r .13 89 3 / Y +897.02 Ex. 1 Sty +898,63 / J { 4 848.05 Brick Building x9847 Y 8 d 4 Y, E +898,32 + 694.23 r ° AS halt + 697 959 / 893. 0 4 - :,. a- e Ex. +8 .96 ° 4 X. SEPTIC `R6 ards r e _� rr. 89 99 -14 a /, aY •eESX. + 6.28 0 48. Ex, t 896.16 ° . 896.00 , .60 Con c. - ' Conc. +89 + 893.90 r ''e a e 4 t 48'27 ,,-�(/ o �97' 9 96.2 Ex. Exposed 693,72 x <Y / ') �Naterline Conn. + 894.36 `s "� Ex. t 896.77 8. g8.5 - < Grg el + 697.62 H98,24 22.0, o 897.7 +898.16 89 +8956 2 a .Y Gravel REMOVE EX. CONC. APRON & 898.2$ + Bs .650 + $ -2 4 /NEW EDGE OF GRAVEL BOLLARDS. REPLACE WITH ADA o Ex. FF= COMPLIANT CONC. STOOP INTO h 893.45 + 894.02 ° .:;'- •f- +896,38 BUILDING AT THE DOOR. ADJUST 898.10 / a , < Y • • • • 1) U P GRADES IN PARKING STALLS AS Ex. / / r < SHOWN. Gravel + 897.84 t 894.40d .'' ........ 898.35 + 897 EE .- �. °s va., : ..... _ ....: B .64 8 t 898.2 EX. 1 Sty + 9.6.66 < •, '. 0.00, CpONpC $9&ick Building l 895.6' 4. .. Y .. ..- --... ..... - .21 98.8 _ O da -f ---... ..... .... .... Q 0 t B '$ • • - - • s + 97.5 0�CO 898,05 P MT o '648.41 + 89 .54 + 894.32 0 •�� '..� 8 4 89$ 00 - d h Ex. 893.39 a A p° RO n 96.98 .4 /`It` Fen�� < < +s9 1p a Ex. 5 9�2.p• F Ex. PP t 8 19 d J r a! a e a w 97,64 LOC. EX O/ e "' 4•.3g PV1vIT' + 89?7. 897.76 VM 696,18 APPX V t 898. < a .4 4� 1„ d .6. 697.45 ° < s +a91p7 ° -f,. 89 ° 697.73.` LIMITS OF DISTURBANCE / C$O�t.0 . V1lFlEEL O °98;3 697.95 e: a STOI?' EA: ISP. ° a a + 1 „� +697.37 INDICATES NEW LAWN AREAS 893.84 + 694.46 ` ` ` " „� ` Y 4. .. - rdse 0 48U ..... 898.07 4 +895.11 sa ..... J/0 -897.72 ........... . . / la „V J : -s t 6959,4 � Y , . 4 . -' a' •.•.•.•._. ° ` ¢ 1. 4<. i+ 897 7 •. � T ° � 694.31 1tj , e .... "! ° { Y4 aQ �' ���.VVV .a, a .•�•/69•8O1 , BQj ^i�Gl + 897.95 93.51 + 894.58 /bove-Ground d Propane Tanks /.4- J...-... s \.-. +896.40 894.38 t 95. ' . .! r,e - ; ! s._ Y-.1 ° +'49 .30 Y ,.- s- a _ - •.•.• • - --�.� w• < a .. Y a Y 4 ..... 4 898.44 (1) QA + 89862 • ••• . 895.08 1 < 4 4 4 _ . -/.. 9 a ••+ 696 / < 898.44 Ex. PPY t 694.49 (1) QA 4 + 898 +995.33 895.51 s ' W v a . s 13 4897- .4 , ° '' Yv'• ' V rY • 4 i 4 898,86 g .81 +898, 898.77 6.39, a. 4 , <. 88.73 Y e9 s •' _ ' � 13. 3, 698.51 896.06X-4�o17C. t 898. Ex. mp Pa�9 a ?99.Li 4 899.11 + 896.09 +896.13 +897,34 Ex. PPO _�_ +895.36 Z a. D O H (n I.L.. N U _ �a Z0 3 0Q> 0z -j J _Z =WZ�O U �-_ NNWYU Z WW W Z �UW C)LLIW U� O 0 m a Z ■ Cj Jo ■ N aLdo 0) 0) r -,U V) DNLor- •� 13 C6 N N W Q to (0 (0L 0 '^ W 00 J Y' o W W ' 0 of U W C � � C) ' 0 W Q •N W o Lo Ad Z ~ E Z 1_ a00 z Z U) J L1J ''^D W V ! V 0LZLI / t 697.00 Axl UP Gravel ry' / 898.03 9` + 898.97 848.17 t F>9` .00 f� +896 6 999.41 Bollard J N C. L IS 7.1 7.50 +8 .04 + 849.71 897,16 +899.03 89.;.65 / No. 021621 6.91 + 696.10 ` `�-" '2 / rd C` Ex. 1 Sty. 4w~ ag8 t 33 899730 Block Building + 04�� + 899.10 SS 699,96 ' FF= 899.02' IONA1, + 897.00 01-7.80 t r.48 0 t 8 +900.34 j SURVEY: C.I.: 16 � / + 899.69 + 8.96 / 900.82 + 899.:6 8 .85 +900.32 P -L NA 898.19 90 • 898.32 +899.10 + 400.84 / DRAWN BY: JOB NO.: +898.98 901.28 P -L 1705020 + 900.18 �O S�} t / 899.01 n% It 900.65 SCALE: DATE: +899 ++3°1 + 699.69 SHOWN 03/08/18 iolsl + s99.=5 SHEET: FY Pn„ ;Il;nn ' 2 4 /A VAN ACCESSIBLE SIGN 12" x 18" STD. 30" HANDICAP SIGN DETAIL NOT TO SCALE ell 0 1"0 DOWELL HOLE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 1"0 DOWELL HOLE FRONT VIEW ROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"Ox18" STEEL DOWELL PRE—CAST WHEEL STOP DETAIL NOT TO SCALE T&C 8" 21-� COMPACTED SUBGRADE 1/2—" CONTINUOUS #4 REBAR —�- END VIEW PRIME COAT AND DOUBLE SEAL COAT TREATMENT: PRIME: ##78 AGGREGATE ® 25 LBS/SY WITH CRS -2 © 0.35 GAL/SY INITIAL SEAL: #78 AGGREGATE ® 25 LBS SY WITH CRS -2 0 0.30 GAL SY FINAL SEAL: #8 AGGREGATE @ 20 LBS/SY WITH CRS -2 @ 0.30 GAL/SY TAR & CHIP PAVEMENT DETAIL NOT TO SCALE NOTE: USE EXISTING STONE IN THE PROPOSED TRAVELWAYS TO CREATE THE REQURIED PAVEMENT SECTION. STOP4-STND. R1-1:30" X 30" STND. U—CHANNEL POST PROP. GROUND STOP SIGN DETAIL NOT TO SCALE STOP R1-1 No � 12" x 18" STND. ARKING FIRE LANE STND. U—CHANNEL POST O Cn OD PROP. GROUND O r4'' NO PARKING FIRE LAN E FIRE LANE SIGN DETAIL NOT TO SCALE Landscape Requirements and Calculations: 1. Greenspace: Total Impervious Area Coverage (including buildings, asphalt, concrete, and gravel) Existing= 1.44 acres or 20.44% of total parcel area Proposed= 1.40 acres or 19.88% of total parcel area Greenspace Proposed= 5.524 acres (80.12%) 2. Parking Lot Landscaping: (1) tree per 2000sf of Off—Street Parking Area(new T&C area) Off—Street Parking Area: 15,746 sf Trees Required: 15,746/2000= 8 trees Trees Proposed: 8 3. Interior Parking Lot Landscaping: (1) tree per 10 parking spaces and 5% greenspace. Total Off—Street Parking Proposed: 19 spaces Trees Required: 19/10= 2 trees Trees Proposed: 2 Parking Impervious Area: 15,746 sf Interior Greenspace Required: 15,746x.05= 787 sf Interior Greenspace Provided: 1,232 sf or 7.82% 5. Headlight Screen to block glare from shining onto adjacent properties: none required 6. Buffers Required: None (same zoning district) 7. Screening Required: None Property Owner Landscape Requirement: Owners of properties shall maintain required landscaping in good condition and shall make reasonable provisions to protect landscaped areas form damage caused by vehicles, pedestrians, shopping carts, etc. Dead or dying vegetation shall be replaced per direction of the Administrator. Replacement shrubs shall be of a size consistent with that which would could normally be expected based upon the specific species and the length of time elapsed since initial installation of said required landscaping elements. Replacement trees shall be 1/2" caliper larger for each year since initial installation of said required trees, except that no owner shall be required to replace any tree with another tree larger than five (5) inches in caliper. * MIN. PLANTING HOLE DIMENSIONS SHALL BE 2 TIMES THE WIDTH AND 1J TIMES THE DEPTH OF THE ROOT BALL * PRUNE OUT ALL DAMAGED, BROKEN, OR DEAD LIMBS PRIOR TO COMPLETION. * CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. * (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HIGH. LARGER TREES TO BE GUYED. RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE—DOUBLE STRAND TWISTED REMOVE SOIL AND MULCH AWAY FROM BASE OF TRUNK TO PREVENT ROTTING 00 3" MULCH 3" HIGH SAUCER MOUND AROUND TREE TO HOLD MOISTURE. EXISTING GRADE SOIL MIX SOIL MIX BACK FILL AROUND ROOT BALL TO A DEPTH 4" BELOW FINAL GRADE COMPACTED MOUND TO PREVENT TREE FROM SETTLING — 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. DECIDUOUS TREE PLANTING SECTION PLANT LIST NOT TO SCALE KEY u BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS QA Yµ Quercus alba RESERVED 2" caliper see plans RESERVED UP A Ulmus parvifolio PARKING 2" caliper see plans PARKING STD. U -CHANNEL N r� r,) L� V) NLO N POST VAN Lv N N ACCESSIBLE Q Z 54" +1 W �, o 0 PENALTY f00 -51M Y t oo-WO �_ Ld VW -AWAY zOw l t_�Y ZOIE � SIGN ACCESSIBLE °� U PROP. GROUND SIGN cvw. 30" HANDICAP SIGN DETAIL NOT TO SCALE ell 0 1"0 DOWELL HOLE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 1"0 DOWELL HOLE FRONT VIEW ROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"Ox18" STEEL DOWELL PRE—CAST WHEEL STOP DETAIL NOT TO SCALE T&C 8" 21-� COMPACTED SUBGRADE 1/2—" CONTINUOUS #4 REBAR —�- END VIEW PRIME COAT AND DOUBLE SEAL COAT TREATMENT: PRIME: ##78 AGGREGATE ® 25 LBS/SY WITH CRS -2 © 0.35 GAL/SY INITIAL SEAL: #78 AGGREGATE ® 25 LBS SY WITH CRS -2 0 0.30 GAL SY FINAL SEAL: #8 AGGREGATE @ 20 LBS/SY WITH CRS -2 @ 0.30 GAL/SY TAR & CHIP PAVEMENT DETAIL NOT TO SCALE NOTE: USE EXISTING STONE IN THE PROPOSED TRAVELWAYS TO CREATE THE REQURIED PAVEMENT SECTION. STOP4-STND. R1-1:30" X 30" STND. U—CHANNEL POST PROP. GROUND STOP SIGN DETAIL NOT TO SCALE STOP R1-1 No � 12" x 18" STND. ARKING FIRE LANE STND. U—CHANNEL POST O Cn OD PROP. GROUND O r4'' NO PARKING FIRE LAN E FIRE LANE SIGN DETAIL NOT TO SCALE Landscape Requirements and Calculations: 1. Greenspace: Total Impervious Area Coverage (including buildings, asphalt, concrete, and gravel) Existing= 1.44 acres or 20.44% of total parcel area Proposed= 1.40 acres or 19.88% of total parcel area Greenspace Proposed= 5.524 acres (80.12%) 2. Parking Lot Landscaping: (1) tree per 2000sf of Off—Street Parking Area(new T&C area) Off—Street Parking Area: 15,746 sf Trees Required: 15,746/2000= 8 trees Trees Proposed: 8 3. Interior Parking Lot Landscaping: (1) tree per 10 parking spaces and 5% greenspace. Total Off—Street Parking Proposed: 19 spaces Trees Required: 19/10= 2 trees Trees Proposed: 2 Parking Impervious Area: 15,746 sf Interior Greenspace Required: 15,746x.05= 787 sf Interior Greenspace Provided: 1,232 sf or 7.82% 5. Headlight Screen to block glare from shining onto adjacent properties: none required 6. Buffers Required: None (same zoning district) 7. Screening Required: None Property Owner Landscape Requirement: Owners of properties shall maintain required landscaping in good condition and shall make reasonable provisions to protect landscaped areas form damage caused by vehicles, pedestrians, shopping carts, etc. Dead or dying vegetation shall be replaced per direction of the Administrator. Replacement shrubs shall be of a size consistent with that which would could normally be expected based upon the specific species and the length of time elapsed since initial installation of said required landscaping elements. Replacement trees shall be 1/2" caliper larger for each year since initial installation of said required trees, except that no owner shall be required to replace any tree with another tree larger than five (5) inches in caliper. * MIN. PLANTING HOLE DIMENSIONS SHALL BE 2 TIMES THE WIDTH AND 1J TIMES THE DEPTH OF THE ROOT BALL * PRUNE OUT ALL DAMAGED, BROKEN, OR DEAD LIMBS PRIOR TO COMPLETION. * CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. * (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HIGH. LARGER TREES TO BE GUYED. RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE—DOUBLE STRAND TWISTED REMOVE SOIL AND MULCH AWAY FROM BASE OF TRUNK TO PREVENT ROTTING 00 3" MULCH 3" HIGH SAUCER MOUND AROUND TREE TO HOLD MOISTURE. EXISTING GRADE SOIL MIX SOIL MIX BACK FILL AROUND ROOT BALL TO A DEPTH 4" BELOW FINAL GRADE COMPACTED MOUND TO PREVENT TREE FROM SETTLING — 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. DECIDUOUS TREE PLANTING SECTION PLANT LIST NOT TO SCALE KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS QA 5 Quercus alba White Oak 2" caliper see plans UP 5 Ulmus parvifolio Lacebark Elm 2" caliper see plans LLJ O ~cv N r� r,) C6 V) NLO N ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING All planting shall conform with Section 165-203.01B of the Frederick County Zoning Ordinance. Any plant substitutions must be approved in writing by the Frederick County Planning Department. LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double—guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. Z S� O U O W O Z w J W W U UJ Q ZOf _ Q � 3 Xaa OZ Jam}= OW�QO V) W :3 Y Y Z CM W W Z ^ U W � U� O 0 m Z C� U) zof J LLJ LLJ D Z N Z R92Z 0 O7- 1k o 4C.L U O 9 Lic. No. 021621 w�. kh,` IONAL SURVEY: P -L NA DRAWN BY: P -L JOB NO.: 1705020 SCALE: DATE: SHOWN J o N LLJ O ~cv N r� r,) C6 V) NLO N Lv N N N Q Z +1 W �, o 0 C) v J �_ Ld � w � °� U Uw cvw. Wa= V) Q'N- E o nZ Z a) 0 E Z U F— L_ W r, Q 00 a C� U) zof J LLJ LLJ D Z N Z R92Z 0 O7- 1k o 4C.L U O 9 Lic. No. 021621 w�. kh,` IONAL SURVEY: P -L NA DRAWN BY: P -L JOB NO.: 1705020 SCALE: DATE: SHOWN 03/08/18 20 0 20 Scale in Feet Ex. Inv. 18" RCP Inv= 895.68' �Ex. Inv. 18" RCP !nv= 895.71' E`x. Inv. ` ? Ex. Inv. �=895.56' =895.93' z O i / 8" Pine / ."• fl { { j X1 0 0 CID;S z a `.. PgR�R�Fp 12 nk18 d NG R Ex. Exposed Jr { ARKp S£RVFp Waterline Conn. { { Gn , . ND Acc v4N g / AccA �N / FI Re £SS/e { { ' Tow ,irk '�wgr2� r 4-1 °we 4 J O i / 4 J 4 4 . 4 / { f { Jd i • 4� J 4 J /. t - d"- o r¢ U w 0 mi w W V) U Z_ � Q C, 0 aoLL� ■ N O Z -J�=V)FZo J w- .0 moo N N = H Y O�WCU D U FX W 0 � W 0 m Z W ■ C•I•: P—L ■ J 0 JOB NO.: ■ N SCALE: DATE: SHOWN E ■� CO N 1�0 r, 0)O CnCn N (n N U-)0 0 •3 � Q ( N II^^ W W 0 Ot 0 Q J bi � Ln) ww ck C) ~ U ? W V) Q = s E O Q5 0 0 Z O a U ~ LL- W a00 a 0 V) Z of J W D W 06 LEI 0 0 W l� O � J N C. LENM 9 No. 021621 w� �`S,SIONAL vk� SURVEY: C•I•: P—L NA DRAWN BY: JOB NO.: P—L 1705020 SCALE: DATE: SHOWN 03/08/18 SHEET- 6/6