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HomeMy WebLinkAbout49-07 Wilson Property, LLC - Office, Warehouse - Shawnee - Backfile (2)GENERAL NOTES 1. The project delineated on this plan is located off of Tailspin Circle across Airport Road from the Winchester Regional Airport. The site is currently being utilized for office/warehouse purposes. The property owner proposes to construct a 2,184 square foot building for general office use. Additional parking facilities shall be constructed adjacent to the proposed building and existing parking areas. Construction operations will encompass approximately 0.4 acres of the 2.5 acre property site. For additional information regarding the existing facilities please refer to the approved Frederick County Site Plan #1 1-00. Office Use: shall be limited to the types of offices allowed by the M1 zoning district as outlined in the Frederick County Zoning Ordinance, to possibly include the SIC categories 15,16, and 17, the SIC 87 category, and the category for "General business offices, including corporate, government, or other offices not providing services to the general public on a regular basis as the primary use. 2. Property Developer Wilson Property, LLC 150 Tailspin Circel Winchester, Virginia 22602 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 4. Land Surveyor: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 5. Site Data: Contact: Mr. Blaine Wilson Telephone: (540) 662-1903 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 Parcel Area: 2.5 Acres (110,779.46 sq. ft.) Construction Area: 0.4 Acre (approximately) P.I.N: 64—A-39 Zoning: M1 (Light Industrial District) Magisterial District: Shawnee Existing Use: Office/Warehouse (5,692 sq. ft. total) Office= 1,320 sq. ft. Warehouse= 4,372 sq. ft. New Use: Office (2,184 sq. ft.) Front Yard Setback (R.O.W.): Required— 75' Provided— 258.81' Rear Yard Setback: Required— 25' Provided— 116.92' Side Yard Setback: Required— 25' Provided— 25.00' Maximum Building Height: Allowed— 60' Proposed— 32' or less F.A.R. Allowed— 1.0 Provided— 0.07 Greenspace: Required— 25% Provided— 46.50% (51,517.46 sq. ft.) Impervious Area: Allowed— 75% Proposed— 53.50% (59,262 sq. ft.) Building Footprint Areas= 7,876 sq. ft. Concrete Pavement Area= 1,406 sq. ft. Gravel Pavement Area= 33,567 sq. ft. Asphalt Pavement Area= 16.413 sq. ft. TOTAL IMPERVIOUS AREA= 59,262 sq. ft. 6. Parking Space Requirements: (These calculations also refer to the approved Fred. Co Site Plan #1 1-00 for the existing office/warehouse facilities) Front Yard Setback(R—O—W): Required— 25' Side Yard Setback: Required— 5' Rear Yard Setback: Required— 5' Parking Spaces: Required— Office Use: 1 space per 250 sq. ft. Total Office Area= 3,504 sq. ft. 3,504/250= 14.02=> 14 spaces Required— Warehouse Use: 1 space per employee Total Employees required for Warehouse= 0 TOTAL SPACES REQUIRED: 14 TOTAL SPACES PROVIDED: 28 including 3 HC spaces Loading Space (12'x45') Required for Office Use— 1 space for structures between 30,000 and 100,000 sq. ft. (Total Office Area= 3,504 sq. ft. TOTAL SPACES REQUIRED: 0 TOTAL SPACES PROVIDED: 0 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Landscape Plan. 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off —site illumination. 10. Trash Receptacles: No trash recepticals are proposed with this development. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed by overland relief to the existing storm water detention facility located on adjacent lot 64—A-39C. The existing stormwater detention facility was designed to serve both parcels and any potential development which would be constructed. Please refer to the approved site plan #1 1-00 for addition information regarding the existing stormwater detention facility. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. Woodlands— No woodlands have been identified on this site. 14. All utilities related to this project shall be placed underground. NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. IL OO PROO PERT'�� LLC OFFICE BUILDING MINEAPLAN iTIN LP 11 NO EN I LE N-ma- a) -E I T I L I T'I I 64F-1-2 DATALUX PROPERTIES, LLC ZONED: M1 INST. NO.: 060016199 USE: COMMERCIAL 64F-1-3 DEBONAIR DEVELOPMENT LTD PARTNERSHIP ZONED: M1 DB: 746, PG: 517 USE: VACANT 64F-1-4 HORIZON HOLDINGS, LLC ZONED: M1 INST. NO.: 040023833 USE: VACANT 0 E EX. BUILDING PROPOSED BUILDING o Z z_ Y o- 0 w V) o a_ a- Y a- Q a_ X w 64F-1-1 GEORGE L & VICTORIA L. HENZEL ZONED: M1 DB: 795, PG: 1559 USE: COMMERCIAL H 64—A-39C BSW INVESTMENTS, LLC W ZONED: RA INST. NO.: 040006705 USE: VACANT EX. STORM WATER ETENTION POND SERVES LOTS: 39 AND 39C) 64-5-1 LAND QUEST, INC ZONED: M1 INST. NO.: 050028125 USE: VACANT PROJECT OVERVIEW 1"=60' 64—A-39B = WINCHESTER REGIONAL a AIRPORT AUTHORITY ZONED: M1LO DB: 951, PG: 1820 USE: VACANT m 64—A-39A WINCHESTER REGIONAL AIRPORT AUTHORITY ZONED: M1 DB: 951, PG: 1820 USE: VACANT a ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT H TR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE ' 5'R RADIUS IN FEET +00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH FROM CG-6 TO CG-6R (TYP) LIST OF DRAWINGS: SHEET 1 /6: COVER SHEET SHEET 2/6: CONSTRUCTION NOTES SHEET 3/6: LAYOUT PLAN SHEET 4/6: GRADING PLAN SHEET 5/6: LANDSCAPE PLAN SHEET 6/6: CONSTRUCTION DETAILS �8wv� ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP WLSOO N pG_ PFrmDa V9 LLC 0 F F � C o U A L 10�N � SME PLAN TAILSPIN CIRCLE SHAWNEEE MAGISTERIAL DISTRICT EREDERICK COUNTY, VIRGINIA PAINTER-LEWIS P.L.C. d JOH C, LEWIS . 116 South Stewart Street sJ Lic. No4 0210-2 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 i N Email: off ice@pointerlewis.com IS CONSULTING JOB NO.: 9908023 SHEET: ENGINEERS June 8, 2007 1 /6 Latest Revision Date: October 17, 2007 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Department of Transportation, and the regulations of the Americans With Disabilities Act, where applicable. 2. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-257-7777 at least two (2) working days, but not more than ten (10) days, prior to the commencement of any land disturbing activity. 3. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and the appropriate utility company. 4. The contractor shall coordinate the relocation of and the connection to existing utilities with the appropriate utility company, where applicable. 5. All proposed utilities shall be installed underground. 6. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 7. Topographic information was derived from a field survey performed by Painter -Lewis, P.L.C. (540) 662-5792. The field survey has been based on NAVD 88 using the GPS method. A contour interval of one (1') foot has been established for this project. 8. No soils report was prepared for this project. AIRPORT AUTHORITY MEASURES: 1. Any temporary construction equipment exceeding the overall height of the structure including all appurtenances will require filing a separate 7460-1 form with the FAA and the Winchester Regional Airport prior to commencing any construction activities. 2. During construction all cranes shall be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. No less than 48 hours prior to construction, all intended hours and dates of construction operations shall be coordinated with: Mr. David Foley, Operations Supervisor Winchester Regional Airport Authority. 3. All outdoor lighting shall be shielded and amber in color in order to minimize light pollution to pilots on approach to Winchester Regional Airport. 4. Controlled burning shall be prohibited due to the close proximity to the Winchester Regional Airport runway. All unsuitable materials shall be hauled off -site to an appropriate disposal facility. PAVING AND CONCRETE: 1. All concrete shall be VDOT classification A-3 concrete. On -site curb and gutter shall conform to VDOT standard CG-6, CG-6R, and CG-2. All work shall be done in accordance with the standards and specifications of VDOT. 2. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. EROSION AND SEDIMENT CONTROL: 1. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All erosion and sediment control measures shall be installed prior to any land disturbing activities. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his/her representative. Any damaged structures shall be repaired or replaced by the end of that working day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control devices shall be removed, as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. A trash rack shall be used as part of the construction entrance to help in the control of potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the contractor to maintain clean streets and to allay dust at all times. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities pertaining to the construction of this project. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off -site. 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the area as directed by the owner's representative for future finish grading. 4. All borrow fill material, if necessary, shall be obtained by the contractor and approved by a certified geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of the ASTM D-698 maximum dry density, or as directed by the geo-technical engineer. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner. 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 6" topsoil obtained off -site or from the topsoil stockpile on site. The topsoil shall be graded and raked prior to application of permanent vegetative cover. 7. All disturbed lawn areas shall be reseeded, fertilized and mulched as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia, Fire Marshall. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and section 304, Use Group (B) Business, of the International Building Code/2003. Other Code that applies is IBC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities. 3. The maximum slope across the handicapped parking areas shall not exceed a 1" in 48" slope. All required egress from buildings shall comply with the C.A.B.O. A117.7-92 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. National Building Code. 5. Chapter 17 of the B.O.C.A. National Building Code, 1996 edition requires that the structural plans and any special inspections (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A demolition permit with asbestos inspection shall be required prior to removal of the existing dwelling on the property. PROJECT DESCRIPTION Preparation for the construction of the proposed 2,184 square foot building and adjacent parking areas will include the removal of approximately 130 linear feet of existing curb and gutter and approximately 34' of the existing low retaining wall. The curb and wall sections to be removed have been identified on the layout plan. Construction operations required for this project are limited to the property boundaries and the area designated as the limits of construction on the plans. The construction area will encompass approximately 0.4 acres of the 2.5 acre site. The anticipated time of construction is Fall 2007. Existing Site Conditions The site currently houses an established office/warehouse facility. The majority of the site is open vacant land with grass areas and a few large caliper trees and shrubs. The site is relatively flat but slopes gently from the northwest property line to the southeast property line. The storm water is collected in a storm water detention facility located on the adjacent lot 64-A39C. This project lies within the watershed of Buffalo Lick Run. Adjacent Areas The project is bordered to the southeast by lot 64-A-39C which is currently vacant. The property to the northwest adjacent to the construction area is an existing commercial development. Vacant property to the northeast is currently vacant and controlled by the Winchester Regional Airport as part of the Airport Road Rights -of -way. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Any off -site storage/fill areas required that are larger than 10,000 square feet must be included in the project land disturbance package or have a separate land disturbance permit issued. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed parking access aisle. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out 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 immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall ble inspected 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 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. 3.30 Replacement 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 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 Silt fence or safety fence will be installed around all existing trees that are slated to be preserved. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be 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. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.oc 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 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/oc 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Install temporary construction entrance with wash rack. 2. Install perimeter silt fence. 3. Remove existing conditions slated to be removed per the demolition plan. 4. Perform rough grading of site. 5. Install proposed improvements, including sidewalks, pavement and buildings. 6. Perform final grading. 7. Install landscaping. 8. Apply permanent seeding on all disturbed areas. 9. Remove all temporary erosion controls after site is fully stabilized. NOTE: ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE TEMPORARY SEEDING. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABIILIZED. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (3,504 SF) T = 39 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (3,504 SF) T = 5 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (3,504 SF) T = 5 TRIPS, 17% ENTERING, 83% EXITING ITE-Warehousing #150 WEEKDAY: 4.96 TRIPS PER 1000 SF (4,372 SF) T = 22 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 0.57 TRIPS PER 1000 SF (4,372 SF) T = 2 TRIPS; 59% ENTERING, 41% EXITING PM PEAK HOUR: 0.61 TRIPS PER 1000 SF (4,372 SF) T = 3 TRIPS, 8% ENTERING, 92% EXITING TOTAL TRAFFIC IMPACT Total Weekday Trips: 61 Total AM Peak Hour Trips: 7 Total PM Peak Hour Trips: 8 2001 TRAFFIC COUNT FOR ROUTE 645 = 2200 VPD BETWEEN RT 522 AND RT 728 70' HIM. A FILTER CLOTH a MIN.I Al SIDE ELEVATION GAD EXISTING MOUNTABLE BERN r171117TJO+A1 �f ] PAVEMENT VOOT NI I POSITIVE DRAINAGE ]0' Mild. COURSE AGGREGATE TO SEDIMENT I TRAPPING bEVICE • MUST EXTEND FULL WIDTH OPEM71OSS AND EGRESS PLAN VIEW 92' MN. 4 SECTION A -A KLM UKELL.0 LL MUKL I L Ulu% v srruc SECTION D-D Source: Adapted from 1283 Mgr_jland SLUdards for Soil E osio and Sediment Control, and Va. DSWC III-9 1992 Plate 3.02-1 CONS TR UCTION OF A SILT FEW CE (WjT WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" X4" 2- STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3- ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCK FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL �I 14 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC -WIRE -I� Source: Adapted from Installation of Straw and Fabri Filter Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-1 SOILS MAP SCALE: 1 "= 100.0' SITE SOILS NARRATIVE: Two different soil types are found on this site. The first is type (9C) Clearbrook channery silt loam. It is characterized as having average slopes between 7% and 15%. Permeability of the Clearbrook channery soils is moderately slow to slow. The runoff rate is characterized as medium to rapid. The seasonal high water table and depth to bedrock are the main development limitations for this soil type. Soft shale bedrock is at a depth of approximately 27 inches. The second soil type found on the site is type (41 B) Weikert-Berks channery loams. These soils average slopes of 2% to 77.. This soil type is characterized as being moderately deep, gently sloping, and well drained. The depth to bedrock may vary from approximately 12-40 inches and is the main limiting factor in community development. EXISTING 6' - BOARD FENCE EXISTING 6' - BOARD FENCE REPLACEMENT OPTION #2 6' BOARD FENCE TO CONNECT TO EX. FENCE EXISTING GRAVEL OUTDOOR STORAGE AREA I I EXISTING BUILDING EXISTING GRAVEL OUTDOOR STORAGE AREA - EXISTING 6' BOARD FENCE 1►` M�` ® TAILSPIN CIRCLE XISTING 6' BOARD FENCE REPLACEMENT OPTION #2 6' BOARD FENCE TO CONNECT TO EX. FENCE APPROXIMATE LOC. OF EX. DOUBLE ROW OF EVERGREEN TREES NOTE: SEE REPLACEMENT FENCE REPLACEMENT OPTION #1 DETAIL OR REPLACEMENT 6' DOUBLE ROW OF EVERGREENS EVERGREEN TREE PLANTING (Thuja occidentalis 'Wintergreen') DETAIL ON SHEET 6 OF QUANTITY OF PLANTS TO BE THESE PLANS. DETERMINED AT THE TIME OF REPLACEMENT. PROPOSED SCREENING OPTION #1 6' DOUBLE ROW OF EVERGREENS (18 Thuja occidentalis 'Wintergreen') PROPOSED ®� SCREENING OPTION #2 6' BOARD FENCE '- OUMOU00"R STORAGEPLAN SCALE: 1 "= 100.0' to to m 4.1 aci E c o U � o U Z O C CL O U c a) Q � U LU O c o U O a � c � O U c \ 00 UJ 00 00 O O O N z W O Z Z O V D 0 Z O U w J F- F- V Q U Z "Z J ®Z � J J �Jy - Q Of1"" .' a. LU a.N Z � Q O U ®� in O Q�U_ i-- W -� F- Z 3 Li LW UJ 3 = LL d ■ ■ a T N O N 0) � POE 0) V V n■, CD N V/ N N N I 3 - o•° CO N N co �0�' W J N> Luz@ 0 a� - cn En a) ° -c E o W t CO U CL 'v) - U p _ r F°'�w Z 0 U) z It J v L �w U� oW AtiTx o v t� r° OHN C. LEWIS No. 21621 IONAL SURVEY: P-L 2' DRAWN BY- JOB NO.: SS 9908023 SCALE: DATE: NA 06/08/07 SHEET: 2/6 U N Z h b 4 3 ■ z a 5' PARKING SETBACK Location of Board Fence 25' BRL Ex. Gravel Storage Area r I I I m I N I i O Apprx Location of Ex. 6' Board Fence II Ex. Gravel Storage Area NOTE: PLEASE SEE SHEET 2 OF THESE PLANS TO VIEW A DETAILED ASSESSMENT OF THE EXISTING OUTDOOR STORAGE AREA AND THE AREAS TO RECIEVE SCREENING AND REPLACEMENT SCREENING. 10 0 10 30 Scale 1" = 10 ft LIM OF % Ex. Fence Ex. T. R. B. CONSIRUC110M CD 116.65'- --41.99' 10.24' - 20.1O' I 22.00' H ---� -_ - -- - - -- - • -- - -- - -_- _ . - WPP Apprx. Location of Ex. 1" 6.40' �\_.78' 5' PARKING SETBACK ^' + .00' � o —UMRS OF ��—Ex. Vegetation O Ex. Fence C10MIRWIM O O O -0 O�- -- _ _ _ , — — N 3C16'55* E _1�560M' AL WPP i10HE - (450.75 ----- PARKING SETBACK /\ /\ A, / A� Location — r.� —a'.— o G _Ap�Location— �° of Ex. 2 FV Ex 4" on. CO of Ex. 2 M '-- Ex. Board Fence / I Ex. 1j' Basement Sump (Aband ned) 5'R Discharge (T.B.A.) 15.00' WT5 / o 61 CONSIRUCDON 0 Ex. House And Related \ ° p / IILETS (F/ Structures (TB.R.)LU OOMMUMM Ex. 4" San. G 9 Q� Ex. 12' I II I n- Tree Apprx. Location of Ex — 1 / / 4" San. Sew. Lot. ° \ I Ex. San. CO / I- -Apprx. Location / II � of Ex. 1' WL or -- I 25' BRL 82 - 10.00' ' - CONNECT EX. 1 WL TO 25' BRL 25 BRL PR. BUILDING AS REQ'D \ Uj I E PROPOSED 4" SAN. a ° 1T x. 12" Holly Tree x II SEW. CONNECTION c� U 4i FROM PROPOSED Z o� 9.00' o I II BUILDING TO EX. z CLEANOUT AND J in / TYP. © , °I r EB.R.x. 24" Tree EX. 4" SAN. LAT. I PROVIDE PRE -CAST CONCRETE o I' I( (T) + - WHEELSTOPS AS TEMPORARY CURB I FLUSH AGAINST PR. EDGE OF PAVEMENT. SPACE WHEELSTOPS 1' APART. 0 '- Ex 12' Tree I I \S V o- (T.B.R.) PR. HCR Ij I ° 00� I Apprx. Location I 000 0 o of Ex 2' F7N I LETSPD I N o0 00000 0 0PROP. ASPHALT I I I PROPM Q�U ILDING o PARKING AREA o 0mum1 ° -1.00' FOOTPRINT AREA-- 2.18 sq. ff. I Ex �oord Fence I 20.00' TYP._1 TYP. � - II FFE= 716.33T. X. 66° - II Q I l Ex Grove/ Tank PROPOSED 1" WATER 3 IICONNECTION TO BLDG. o ci 1 W � U LO r� Apprx. Location of Z �Ex. 12' Holly I Ex. Sanitary I a ( ) Force Main J R Tree T.B.R. Pump Station 10.0 1 I 15.00' Ex. Board Fence �9.83' 42.00' 5'R o Ex. 15 Maple Tree B.R.) 22.00' Ex. Wall I t° Ex. Conc. EX. f0' diameter shrub Walk (TB.R.) ;5, D o '**�Ex. 15' Maple o Cz I �x. Wall Tree (T.B.R.) 10'R � � �;, • Ir� �•-16.00'-_ o ° LMM Ex WollJ CONSTRUCT 4' RETAINING WAL ALONG—J \--Ex- W01I I CONSiRUC110N PROP. STEPS. REUSE MATERIAL FROM ��1�17� PORTIONS OF EX. WALL SLATE TO BE REMOVED. P W I Ex 12" Cedar Tree o MATCH TOP OF EX. WALL ELEVATIONS. Remove 34' of Ex. Wall k oVo --- --- -- LPROP. STEPS: 4' N 10' GUTTER TRANSITIO TO MATCH (2) 6" RISERS rNv ° EX. PAVEMENT ELEVAI�ONS (2) 12" TREADS I DIE PR. CURB INTO W•LL. FIRST TREAD SHALL Ex EOP o Ex. Asphalt Parking Area o START BEHIND BACK I Ex EOG - rn IOF CURB. (To Be Preserved) I ° I Ex.Jrb -- ---- - -4WCUT LIMIT LINE- � - - - - � � � ° MATCH FA CG-6 I� I Ex. Gravel Drive CURB ELEVA710NS/ 25.76' �` I owcut and 8'R ` Ex. Asphalt Remove Ex — I Curb Within 1 Saw t Umits Ex. EOG I �� l MATCH EX. CURB ELEVATIONS 5WR f I I \ 16.96' c,�'/ Ex. EOP Ex. I CG-6 �� fI�%TPlwii►A? = 5y69? aq. /% I o _ Ex. Curb r- - - — �� ��,� I I LYIS � I (To Be Preserved) 1 I CONSTRUCRIGN fF=712W I 3 — — jL_-- CIMINICI1011 �u 9 I— — 40.00' TYP. . 7 I 20.00' TYP.--- - Ex. Asphalt Parking Area -Ex Asphalt Drive--- \1 / — Ex. 15" Tree (To Be Preserved) —Sawcut and 7 Z CLIJ uomo With . w I Sawcut Llmits QZD � 1 U TYP. ,N 8 I --- 22.00' I AISLE PROVIDE PRE -CAST CONCRETE I i I WHEELSTOPS AS TEMPORARY CURB • ' ALONG PR. EDGE OF PAVEMENT. I I SPACE WHEELSTOPS 1' APART. 1.00' ' I TYP. Ex. Curb (To Be Preserved) - - - _25' BRL -- --- I -- ` 25' BRL-------- - ------ =x. Concrete Sidewalk 6 I �- x nCG-6�o Ex. Curb MATCH EX. 1o \ CURB ELEVATIONS ��� 1 `'' Ex.' Fire Hydrant\ /�� Ex Bollard \ \ Ex. Bollard •• 22.00 Ex 8' Water Main V zQ 8'R G/ 8'R I Ex. Balla • Ex. Bollard Ex. to I 22.31'-- -� MA • H EX. ��� CG-6 �/ 10. CUI ELEVATIONS `--- I Ex EOP o ` � � Remove Ex Curb PR. EDP Ex. Gro I 5' PARKING SETBACK Er Curb 7nrL7rLLMITZJ� and Sidewalk 5' PARKING SETBACK _ (To Be Preserved)MATCH EX. PVM�-- � I � Ex 6' CPVC Storm Sewer � I ELEVATIONS. I —� ;�... � _canowl, n I 1291.90 — — — — Ex. Asphalt Drive $ W16'r.>t5" w 481 59' (TOTAL) U) Z O Z g IL 0 1� W J � I CD U Q U J CE (n Z 0 0 LLJ j Q Z J a- Q tY 0 Q LW - Z Oma �— D - a LAJ V � Q 0 (~—n (n OZL (n 0 Q�U_ LiJ _J Z LLI Lu LLI D _ LL d ■ J aN E �o� N ro 0) � (0 V) N I I 3 N N (D N WN 0) O 0 -0 J � L `�>LnLn@ - Q 1 j a) C U W U (n cn �s � U a - -Fn 0 - � - F_ LL_ Lij Z Q a E211CD V) z Ch JLj Lj Z 0 C)Ld OZ T11 of Dj 25' BO �r J N C. LEWIS No. 21621 OA s&IONAL z TAILSPIN CIRCLE u Ex. Asphalt Drive 101001RUCIM SURVEY: P-L DRAWN BY: SS SCALE: 1 "=10.0' ':roxf C.I.: NA JOB NO.: 9908023 DATE: 06/08/07 3/6 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 16,413 sq. ft./2,000= 8.2=> 8 trees Provided Trees: 8 trees (3 Proposed trees and 2 existing trees equal to 5 trees based the tree credit chart: 165-36C) Interior Areas: 5% Interior Greenspace Greenspace Required: 16,413 sq. ft. (x) 0.05= 821 sq. ft. Greenspace Provided: 1,635 sq. ft. (or) 9.96% (1) Tree Per 10 Parking Spaces Trees Required: 28 spaces/10= 2.8=>3 trees Trees Provided: 3 trees Screening of Existing Outdoor Storage Areas: Six foot high board on board fence or six foot high evergreen trees shall be installed to replace existing vegetative screening that is dead or is dying around the outdoor storage areas on site. The areas to recieve replacement trees and/or fence have been identified on Sheet 2/6 of these plans. Additional details for the replacement screening can be found on sheet 6 of these plans. 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. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 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. 15. All landscaping that shall be done in association with this project shall conform with section 165-36B of the Frederick County Zoning Ordinance. PARKING LOT LANDSCAPING PLANT UST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AG 7 Acer ginnalo Amur Maple 2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: 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' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE- 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE 45' EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 113 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING SECTION MIN. 1 48" 3" NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIE WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH ANI W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% SHRUB PLANI SECTION 45' Ex. Gravel v p v p 11 �� 10 Ex. Gravel Storage Area 0 10 Scale 1 " = FXIS%J1MG Oun./M ME fix M75,692 372 sf FWTPRIM s*& ft. 0STOY) FFF- 71260 - --- -----Ex. OHE — —Ex. Boat ik o. � I 0 3 m v� O v v IU V - --- W v I I Fi I v I IRS---- > I b I J o n Ex. Concrete Sidewalk Ex. Curb Ex. Cu--rb- 30 Ex. Gravel W I !!%666 p 10 ft --� I Ex. Curb) (To Be Preserved) Ex. Asphalt Drive TAILSPIN CIRCLE Ex. Fence *PP WPP E 11, )Ex.2" Holly Tree E CREDIT= 2) (ICIm v c a� En � v U v, c � o U z o ►_ C U CL C ct v C Q U w C) c o � C U O a � O v v C � O Q 00 00 O O Z W Q U 0 Z w J F— )EX 10' diameter shrub U Q U H Z J N 0, 0 t Ex. 12" Cedar Tree V . Z W J �OZ W J V Q W a. 5 m W Z -- O a-WW CL 0 VU UN(/)Q Z LL. J Y Grave! Drive V) O W J Z W �3 3W Ex. EOG _ W = it 0 (Z Ex. Bollard • • Ex. Ballard (211.90 S 34'161550 w 481.59- (TOTAL) ■ J a E +� N p� U N Ln N N I N I N 3 Q) co c0 L 3�^ � Op W J rn V) ' -q- v 't in o a 1 :3 (D C v o - V) U) U - 4- o UJs U a -in U p Z L� Q IL 0 V) Z J � W V Z Z� ow 4rWOHNC. L%N IS a No.21621 N�IONAL - ISURVEY: P-L DRAWN BY: JOB NO.: SS 9908023 SCALE: DATE: 1 "=10.0' 06/08/07 SHEET: ^ /6 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STA31L12ED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND CUTTER BE CONSTRUCTED PARALLEL F* TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 4S MPH OR 4 2 R LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REOUIRED. D D D D D D r r' 7" ♦ ♦ — — — — — — — — — — — — — — — - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL THE SLOPE TURSES SUBBASE COPROv DEDFA MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20t.03 RFVISM ON 7'01 RFV'ISED ON 3-03 REIV'ISH) ON 1/04 REVISED ON 7:05 A 5'-0" M 3'-0" S'-O" MIN MIN. PERMISSIBL E CONSTRUCTION JOINT B ,I B 90' A --*J� TANGENT PLAN OroSS>rKK CROS"XK I TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ® 7" WHERE STD. CG-3 OR CG-7 IS USED. 151.0.. 4'-0" STD. CG•2 6"--12.11 MAX. f-_ 484 MAX. OR CG-6 —, 20: 1 --- SECTION A -A 0 S DOWELS, 8" LONG 0 12" C-C PERMISSIBLE SLOPE 10=1 CONSTRUCTION JOINT MAXAIUM SECTION 8-6 LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS AND SAL CONTINUOUSPATHCONNECTINGCONNECTINTGALL ACCESSIBLE ELEMENTS OF FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES : cm THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) tllC'iSNKK REOUNRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION. 6 FT. FOR ALTERATIONS. n CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL p DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE --- PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. CROISWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. (WITH BUFFER STRIP) REOUIREO BARS ARE TO BE NO. 5 x 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER III CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UPMT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CON,AINCTIDN WITH STANDARD CG-3 OR CC-?, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLAINS OR AS DIRECTED BY THE ENGPEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER DIAGONAL VARIATION .+� SHOULD NOT BE LOCATED tXrWW VEFNCLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SECF"TIo" nE1'EeENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 2O3.03 VIRGMIA DEPARTMENT OF TRANSPORTATION 502 6" Tf1 iTTEH' 1 l L 1 F 27 —ice 6" III' '• 1 13_II- _) I , IIII41± a 7" a.. III a I� 6„ 2,-0» CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE 2" SM-2A - 8" MlIMl COMPACTED SUBGRADF— =III=III= TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE " NOSING (TYP) 12" —�I' 1 %- EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. 0 PSI CONCRETE � \— 6 X 6-1.4 WWF(1.5" MIN CLEAR) \#4 NOSING BAR(TYP) 5" THREE RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE 1 "0 DOWELL HOLE 1 "0 DOWFFI_L HOLE 6'— 0" I FRONT VIEW FRONT EDGE OF WHEELSTOP TO BE FLUSH WITH EOP --8 1/2" PROP. 6' WHEEL STOP' PROPOSED `'!Il=il =III=_III=III=1 CONTINUOUS 2" 5„ PAVEMENT III I—Ili—III=11 STRUCTURE III-11 III=III_ Imo! #4 REBAR -III I—III-1I I I- .I I1=-I I1==1I I -I i I I1=-111 COMPACTED SUBGRADE END VIEW 5/8 Ox18„ STEEL DOWELL PRE —CAST WHEEL STOP DETAIL NOT TO SCALE --I LIA L I L 9" ___ 2x4 TOP RAIL I 1x BOARD,- FRONT & BACK TOE NAIL I W/2 8d(EAA RAIL) 6' 2x4 MID RAIL I 5'- 9 i I I 8'-4x4 POST ® 8' CC ! ! 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-10d(EA. RAIL) 6„ 12" DIM. POST HOLE, 33" FILL W CONC. / NOTES: . ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. mtj ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT GATES (SIMILAR) AS REQUIRED BY OWNER. PROVIDE GATE LATCHES. REPLACEMENT FENCE DETAIL FOR OUTDOOR STORAGE SCREENING AREAS NOT TO SCALE 54" 30" 2" x 18" STD. STD. U-CHANNEL POST PROP. GROUND VAN ACCESSIBLE SIGN\ RESERVED RESERVED PAN KING KING PAT-1 VAN ACCESSIBLE �wr f�ao-sao rENAur rao-eoo 'fOM�—AMU1Y ZONE lOW—AWAY ZOIIE AN ACCESSIBLE SIGN SIGN HANDICAP SIGN DETAIL NOT TO SCALE S\\NN0 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, z 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 J_ Q Z 0 5' () (OR AS SHOWN ON PLANS) ............................... U) Z .. ............................... ...... U 0 NEI 4" CRUSHED STONE � J (3000 PSI) 4" CONC I 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL F— NOT TO SCALE U Q U Z J � 0 0 W j EXISTING OR PROPOSED CURB(TYP) Z _j J WHERE SHOWN ON PLANS �7_ o Z V Q WJg� 5' DL Z) U W Z (OR AS SHOWN ON PLANS) Q m a ~ :3 EXP. JT. MAT'L ' 4... � W � � OV 4 •'i a., W 1116- :.. ......:..:: ::::'''.'..... V Q V) o W -1 Z W 4" CRUSHED STONE (3000 PSI) 4" CONC 3 Q W 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) L'-I 3:w TYPICAL SIDEWALK/CURB DETAIL cn NOT TO SCALE V NOTE J ALL REPLACEMENT EVERGREEN TREES SHALL BE 6' MINIMUM 0• N pr) HEIGHT AT THE TIME OF °' PLANTING. C%) L.-N "' In � N I I 3 L TREE SPECIES SHALL Be: LU 3 0 ._ Thu ja occidentalis 'Wintergreen', . q- In o Wintergreen Eastern Arborvitae .: ::::::: J . . . . . . . . . . . . I -,.r L �� ° ° c PLANT TREES 8' ON CENTER. N .E ° W ROWS SHALL BE 4' APART _°�° STAGGERED. w . Z (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HIGH. LARGER TREES TO BE GUYED. a RUBBER HOSE CD z V) 2"x2" HARDWOOD GUY STAKE �"" W 2 PER TREE J W 12 GAUGE GALVANIZED Z WIRE —DOUBLE STRAND TWISTED Z Z Ou LJ 4" MULCH oD.. 3" SAUCER AROUND TREE . . ,1,TH OF o EXISTING GRADE \` - U J C. LEWIS No. 21621 07 SOIL MIX �0 1,1Cs�� ONAL COMPACTED MOUND TO PREVENT SURVEY: C.L: TREE FROM SETTLING — 6" MIN. HGT. P—L 2' UPRIGHT STAKES EXTENDED T FIRM BEARING DRAWN BY: JOB NO.: SS 9908023 REMOVE TOP 1 /3 OF ALL BURLAP & SCALE: DATE: ROPE FROM ROOT BALL. NA 06/08/07 REPLACEMENT EVERGREEN TREE PLANTING FOR OUTDOOR STORAGE SCREENING AREAS SHEET: SECTION / GENERAL NOTES 1. The project delineated on this plan is located off of Tailspin Circle across Airport Road from the Winchester Regional Airport. The site is currently being utilized for office/warehouse purposes. The property owner proposes to construct a 2,184 square foot building for general office use. Additional parking facilities shall be constructed adjacent to the proposed building and existing parking areas. Construction operations will encompass approximately 0.4 acres of the 2.5 acre property site. For additional information regarding the existing facilities please refer to the approved Frederick County Site Plan #1 1-00. Office Use: shall be limited to the types of offices allowed by the M1 zoning district as outlined in the Frederick County Zoning Ordinance, to possibly include the SIC categories 15,16, and 17, the SIC 87 category, and the category for "General business offices, including corporate, government, or other offices not providing services to the general public on a regular basis as the primary use. 2. Property Developer Wilson Property, LLC 150 Tailspin Circel Winchester, Virginia 22602 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 4. Land Surveyor: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 5. Site Data: Contact: Mr. Blaine Wilson Telephone: (540) 662-1903 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 Parcel Area: 2.5 Acres (110,779.46 sq. ft.) Construction Area: 0.4 Acre (approximately) P.I.N: 64—A-39 Zoning: M1 (Light Industrial District) Magisterial District: Shawnee Existing Use: Office/Warehouse (5,692 sq. ft. total) Office= 1,320 sq. ft. Warehouse= 4,372 sq. ft. New Use: Office (2,184 sq. ft.) Front Yard Setback (R.O.W.): Required— 75' Provided— 258.81' Rear Yard Setback: Required— 25' Provided— 116.92' Side Yard Setback: Required— 25' Provided— 25.00' Maximum Building Height: Allowed— 60' Proposed— 32' or less F.A.R. Allowed— 1.0 Provided— 0.07 Greenspace: Required— 25% Provided— 46.50% (51,517.46 sq. ft.) Impervious Area: Allowed— 75% Proposed— 53.50% (59,262 sq. ft.) Building Footprint Areas= 7,876 sq. ft. Concrete Pavement Area= 1,406 sq. ft. Gravel Pavement Area= 33,567 sq. ft. Asphalt Pavement Area= 16,413 sq. ft. TOTAL IMPERVIOUS AREA= 59,262 sq. ft. 6. Parking Space Requirements: (These calculations also refer to the approved Fred. Co Site Plan #1 1-00 for the existing office/warehouse facilities) Front Yard Setback(R—O—W): Required— 25' Side Yard Setback: Required— 5' Rear Yard Setback: Required— 5' Parking Spaces: Required— Office Use: 1 space per 250 sq. ft. Total Office Area= 3,504 sq. ft. 3,504/250= 14.02=> 14 spaces Required— Warehouse Use: 1 space per employee Total Employees required for Warehouse= 0 TOTAL SPACES REQUIRED: 14 TOTAL SPACES PROVIDED: 28 including 3 HC spaces ILSOO P' OO PERT , LLC OFFICE ' UILDI slimE PLAN W11&11111 N1 90 MS Mm FBI) -T I L I T I 1ZE"II I I Rall E, I I NO I I FAmal FREDERICK COUNTY, VIRGINIA 64F-1-2 64F-1-1 DATALUX PROPERTIES, LLC GEORGE L & VICTORIA L. HENZEL ZONED: M1 ZONED: M1 INST. NO.: 060016199 DB: 795, PG: 1559 USE: COMMERCIAL USE: COMMERCIAL Loading Space (12'x45') Required for Office Use— 1 space for structures between 30,000 and 100,000 sq. ft. PROPOSED (Total Office Area= 3,504 sq. ft. BUILDING = TOTAL SPACES REQUIRED: 0 o TOTAL SPACES PROVIDED: 0 Y 64F-1-3 o' 7. Handicap Accessibility: DEBONAIR DEVELOPMENT HC parking spaces shall have a maximum slope of 1:50. LTD PARTNERSHIPr HC ramps off site shall be constructed per VDOT standards. ZONED: M1 O DB: 746, PG: 517 13- o 8. Landscaping, Buffers, and Screening: See Landscape Plan. USE: VACANT EX. z a_ BUILDING 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off —site illumination. N w 10. Trash Receptacles: No trash recepticals are proposed with this development. 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. — — -- - 12. Storm water runoff generated by this development shall be managed by overland relief to the existing storm water detention facility located on adjacent lot 64—A-39C. The existing stormwater detention facility was designed to serve both parcels and any potential development which would be constructed. Please refer to the approved site plan #1 1 —00 for addition information regarding the existing stormwater detention facility. Mv In 64—A-39B WINCHESTER REGIONAL AIRPORT AUTHORITY ZONED: M1 DB: 951, PG: 1820 USE: VACANT 13. Environmental Features: 64F-1-4 0; Wetlands— No wetlands have been identified on this site. HORIZON HOLDINGS, LLC H 64—A-39C Flood plain— According to the Flood Insurance Rate Map for .Community Panel ZONED: M1 BSW INVESTMENTS, LLC Number: 510063-0115B no floodplains exist on or near this site. INST. NO.: 040023833 `" ZONED: RA 64—A-39A Sink Holes— No sink holes have been identified on this site. USE: VACANT INST. NO.: 040006705 WINCHESTER REGIONAL SteepSlopes— No steep slopes have been identified on this site. P P P � USE: VACANT AIRPORT AUTHORITY Woodlands— No woodlands have been identified on this site. ZONED: M1 DB: 951, PG: 1820 14. All utilities related to this project shall be placed underground. USE: VACANT EX. STORM WATER ETENTION POND SERVES LOTS: 39 AND 39C) RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. 64-5-1 LAND QUEST, INC ZONED: M1 INST. NO.: 050028125 USE: VACANT PROJECT .1 0 ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP' EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC: NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN.. SANITARY SEW. SEWER STD.. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE VR RADIUS IN FEET +00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH FROM CG-6 TO CG-6R (TYP). LIST OF DRAWINGS: SHEET 1 /6: COVER SHEET SHEET 2/6: CONSTRUCTION NOTES SHEET 3/6: LAYOUT PLAN SHEET 4/6: GRADING PLAN SHEET 5/6: LANDSCAPE PLAN SHEET 6/6: CONSTRUCTION DETAILS r EF ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP W L�ON Po' G�OpIEN'TV9 LLCM OLD F CF. o U�L10 NC� SME [PLAN TAILSPIN CIRCLE SHAWNEEE MAGISTERIAL DISTRICT V11, T110 , FREDERICK COUNTY, VIRGINIA 0 JOHN C. LEWIS � PAINTER-LEWIS, P.L.C. LI . 0 0 621' PF 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 _V10NA - � Facsimile (540) 662-5793 Email: office®painterlewis.com CONSULTING JOB NO.: 9908023 SHEET: ENGINEERS June 8, .2007 1 /6 Latest Revision Date: October 17, 2007 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Department of Transportation, and the regulations of the Americans With Disabilities Act, where applicable. 2. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-257-7777 at least two (2) working days, but not more than ten (10) days, prior to the commencement of any land disturbing activity. 3. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and the appropriate utility company. 4. The contractor shall coordinate the relocation of and the connection to existing utilities with the appropriate utility company, where applicable. 5. All proposed utilities shall be installed underground. 6. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 7. Topographic information was derived from a field survey performed by Painter -Lewis, P.L.C. (540) 662-5792. The field survey has been based on NAVD 88 using the GPS method. A contour interval of one (1') foot has been established for this project. 8. No soils report was prepared for this project. AIRPORT AUTHORITY MEASURES: 1. Any temporary construction equipment exceeding the overall height of the structure including all appurtenances will require filing a seperate 7460-1 form with the FAA and the Winchester Regional Airport prior to commencing any construction activities. 2. During construction all cranes shall be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. No less than 48 hours prior to construction, all intended hours and dates of construction operations shall be coordinated with: Mr. David Foley, Operations Supervisor Winchester Regional Airport Authority. 3. All outdoor lighting shall be shielded and amber in color in order to minimize light pollution to pilots on approach to Winchester Regional Airport. 4. Controlled burning shall be prohibited due to the close proximity to the Winchester Regional Airport runway. All unsuitable materials shall be hauled off -site to an appropriate disposal facility. PAVING AND CONCRETE: 1. All concrete shall be VDOT classification A-3 concrete. On -site curb and gutter shall conform to VDOT standard CG-6, CG-6R, and CG-2. All work shall be done in accordance with the standards and specifications of VDOT. 2. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. EROSION AND SEDIMENT CONTROL: 1. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All erosion and sediment control measures shall be installed prior to any land disturbing activities. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his/her representative. Any damaged structures shall be repaired or replaced by the end of that working day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control devices shall be removed, as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. A trash rack shall be used as part of the construction entrance to help in the control of potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the contractor to maintain clean streets and to allay dust at all times. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities pertaining to the construction of this project. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off -site. 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the area as directed by the owner's representative for future finish grading. 4. All borrow fill material, if necessary, shall be obtained by the contractor and approved by a certified geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of the ASTM D-698 maximum dry density, or as directed by the geo-technical engineer. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner. 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 6" topsoil obtained off -site or from the topsoil stockpile on site. The topsoil shall be graded and raked prior to application of permanent vegetative cover. 7. All disturbed lawn areas shall be reseeded, fertilized and mulched as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia, Fire Marshall. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and section 304, Use Group (B) Business, of the International Building Code/2003. Other Code that applies is IBC/ANSI Al 17.1-03 Accessible and Usable Buildings and Facilities. 3. The maximum slope across the handicapped parking areas shall not exceed a 1 " in 48" slope. All required egress from buildings shall comply with the C.A.B.O. Al17.7-92 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. National Building Code. 5. Chapter 17 of the B.O.C.A. National Building Code, 1996 edition requires that the structural plans and any special inspections (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A demolition permit with asbestos inspection shall be required prior to removal of the existing dwelling on the property. PROJECT DESCRIPTION Preparation for the construction of the proposed 2,184 square foot building and adjacent parking areas will include the removal of approximately 130 linear feet of existing curb and gutter and approximately 34' of the existing low retaining wall. The curb and wall sections to be removed have been identified on the layout plan. Construction operations required for this project are limited to the property boundaries and the area designated as the limits of construction on the plans. The construction area will encompass approximately 0.4 acres of the 2.5 acre site. The anticipated time of construction is Fall 2007. Existing Site Conditions The site currently houses an established office/warehouse facility. The majority of the site is open vacant land with grass areas and a few large caliper trees and shrubs. The site is relatively flat but slopes gently from the northwest property line to the southeast property line. The storm water is collected in a storm water detention facility located on the adjacent lot 64-A39C. This project lies within the watershed of Buffalo Lick Run. Adjacent Areas The project is bordered to the southeast by lot 64-A-39C which is currently vacant. The property to the northwest adjacent to the construction area is an existing commercial development. Vacant property to the northeast is currently vacant and controlled by the Winchester Regional Airport as part of the Airport Road Rights -of -way. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Any off -site storage/fill areas required that are larger than 10,000 square feet must be included in the project land disturbance package or have a separate land disturbance permit issued. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed parking access aisle. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out 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 immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected 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 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. 3.30 Replacement 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 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 Silt fence or safety fence will be installed around all existing trees that are slated to be preserved. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilised 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. The contractor shall esta�)lish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone( 1 401b/ 1 000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 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 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Install temporary construction entrance with wash rack. 2. Install perimeter silt fence. 3. Remove existing conditions slated to be removed per the demolition plan. 4. Perform rough grading of site. 5. Install proposed improvements, including sidewalks, pavement and buildings. 6. Perform final grading. 7. Install landscaping. 8. Apply permanent seeding on all disturbed areas. 9. Remove all temporary erosion controls after site is fully stabilized. NOTE: ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE TEMPORARY SEEDING. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (3,504 SF) T = 39 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (3,504 SF) T = 5 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (3,504 SF) T = 5 TRIPS, 17% ENTERING, 83% EXITING ITE-Warehousing #150 WEEKDAY: 4.96 TRIPS PER 1000 SF (4,372 SF) T = 22 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 0.57 TRIPS PER 1000 SF (4,372 SF) T = 2 TRIPS; 59% ENTERING, 41 % EXITING PM PEAK HOUR: 0.61 TRIPS PER 1000 SF (4,372 SF) T = 3 TRIPS, 8% ENTERING, 92% EXITING TOTAL TRAFFIC IMPACT Total Weekday Trips: 61 Total AM Peak Hour Trips: 7 Total PM Peak Hour Trips: 8 2001 TRAFFIC COUNT FOR ROUTE 645 = 2200 VPD BETWEEN RT 522 AND RT 728 1992 STONE CONSTRUCTION ENTRANCE GAD 70' MIN. A FILTER CLOTHS MIN I All SIDE ELEVATION 12, MIN.# 70, MIN, a wASHRACK I r (OPTIONAL) Z- VIDOT 01 I ( POSITIVE DRAINAGE COURSE AGGREGATE H TO SEDIMENT I TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION Al VIEW PLAN /A " N I E 12' 1a1N. SECTION A -A REIM URULD LI NLKt I L iJ 04TM srrii�c EXISTING PAVEMEN 3' 10, MIN MOUNTAPLE BERM (nPT Tr*IAI 7 10' MIN. 1 EXISTING PAVEMENT t0' MIN. SECTION B-B Source: Adapted from 19$3 MaUland Standards for Soil Erosion -and Sediment_ Control, and Va. DSWC III - 9 Plate 3.02-1 CONS TR UCTI U OF A SILT FENCE (WITH WIRE SUPPORT) 1, SET POSTS AND EXCAVATE A 4'X4" 2- STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4_ BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Contrgl, Sherwood and Wyant III - 24 3.05 Plate 3.05-1 41B 4 4� 9C f SOILS MAP SCALE: 1 "= 100.0' SITE SOILS NARRATIVE: Two different soil types are found on this site. The first is type (9C) Clearbrook channery silt loam. It is characterized as having average slopes between 7% and 15%. Permeability of the Clearbrook channery soils is moderately slow to slow. The runoff rate is characterized as medium to rapid. The seasonal high water table and depth to bedrock are the main development limitations for this soil P P type. Soft shale bedrock is at a depth of approximately 27 inches. The second soil type found on the site is type (41 B) Weikert-Berks channery looms. These soils average slopes of 2% to 7%. This sail type is characterized as being moderately deep, gently sloping, and well drained. The depth to bedrock may vary from approximately 12-40 inches and is the main limiting factor in community development. EXISTING 6' BOARD FENCE EXISTING 6' �- BOARD FENCE EXISTING GRAVEL OUTDOOR STORAGE P• ® / AREA OFFICE r o I d - EXISTING BUILDING EXISTING 6' TAILSPIN CIRCLE BOARD FENCE EXISTING 6' BOARD FENCE EXISTING REPLACEMENT OPTION #2 GRAVEL 6' BOARD FENCE TO CONNECT OUTDOOR TO EX. FENCE REPLACEMENT AREA '� APPROXIMATE LOC. OF EX. OPTION #2 �` DOUBLE ROW OF EVERGREEN TREES 6' BOARD FENCE TO CONNECT TO REPLACEMENT OPTION #1 EX. FENCE �� 6' DOUBLE ROW OF EVERGREENS (Thuja occidentalis 'Wintergreen') QUANTITY OF PLANTS TO BE �\ DETERMINED AT THE TIME OF REPLACEMENT. PROPOSED SCREENING OPTION #1 6' DOUBLE ROW OF EVERGREENS (18 Thuja occidentalis 'Wintergreen') PROPOSED ._ SCREENING OPTION #2 - - 6' BOARD FENCE OUTDOOR STORAGE SCREENING PLAN SCALE: 1 "= 100.0' NOTE: SEE REPLACEMENT FENCE DETAIL OR REPLACEMENT EVERGREEN TREE PLANTING DETAIL ON SHEET 6 OF THESE PLANS. II ,II I V) 0 m En c O Iv � U C_ � U Z C V QL En � Q U Lei l O C o U O a C Z3 O U C \ CO O 00 00 o O N '- 6 Z 1 W 0 Z 0 U Z 0 U U Q U J U) Z O O W ] F- p Z WJg�a~ U Q} OmaU ~� W WZ avQv LnO LL_ vi 0 Q W U_ -� �3 Z Q W W Lli Of _LL_ M LL ■ U J E O CV 0) M 0 1 N CV to N I cn 3 � c0 N c� N L W U .- ( 0,0 , O 1 - 0 U) > � 'n 0 cn C 0 E o W U _� U U LL_ p w Z Q Q. 0� Z W � W ZO oLEE w TTH O OHN C. LEWIS No. 21621 t � a SSIONAL SURVEY: C. I.: P-L 2' DRAWN BY: JOB NO.: SS 9908023 SCALE: DATE: NA 06/08/07 SHEET: 2/6 5' PARKING SETBACK Location of Board Fence WM CIF Ex. T.R.B. CIM IRI1C1nlCIN 91 116.65' 41.99'---10.24' .z:. -e a - - - *PP Apprx. Apprx. Location of Ex. 1' / WLEx�fSceg. — - - � 5' PARKING SETBACK / / I ApprxLocation 'fxBoard Fence -if-Ex FM Ex 4" N an. Ex. 1j" Basement Sump (Abandoned) II Discharge (T.B.A.) 0 Lam II Ex. House And Related 1 / Structures (T.B.R.) \ Ex. 4" San. I Apprx. Location of Ex. II I / 4" San. Sew. Lot. Co San. I / 25' BRL II 25' BRL .82' II W 0 o I C3 Apprx. Location�l of Ex. 2' FM I W1S Ex. Gravel Storage Area I I I I II Ex. Loord Fence -- II x. I ' Ex Gravel Tank II I Apprx Location of IEx. Sanitary � \ �Force Station Pump Station N IEx. Board Fence 9.83' - r— I J I m N I I 1 v.v v p v. Location of Board Fence Ex. Grovel Storage Area NOTE: PLEASE SEE SHEET 2 OF THESE PLANS TO VIEW A DETAILED ASSESSMENT OF THE EXISTING OUTDOOR STORAGE AREA AND THE AREAS TO RECIEVE SCREENING AND REPLACEMENT SCREENING. 10 0 10 30 Scale 1 " = 10 ft PROPOSED 4" SAN. SEW. CONNECTION FROM PROPOSED BUILDING TO EX. CLEANOUT AND Ex. 24" Tree EX. 4" SAN. LAT. (T.B.R.) Cn ^' PROPOSED OFFICE ILDING (1 STORY) FOOTPRINT AREA= 2,1 sq. ff. FFE= 716M I PROPOSED 1" WATER - CONNECTION TO BLDG. 10'-- i — 6.40' co 15.00' 1-- , 15R v 0.00'- Y LU � CU z z � :o z _J p 0 4 v 3 U in z Ui a J 10.0 i I Apprx. Location of Ex. 1' N2 CONNECT EX. 1 WI_ TO PR. BUILDING AS REQ'D 9.00' / TYP. /�-PR. HCR 15.00' I -Ex 15 Ma /e L•a Ex. Fence ��-Ex. Vegetation Ex Fence LY7� � COMIRUMIKIN 22.00' _ _ _ N 3C 16'550 E � 560.58' AL . _ � 7 Al WPP - -- i10HE - � � 6. 78' WPP - 5' PARKING SETBACK /, A G Ap�Location o of Ex 2 M - LAM Cp157R11C11a1 • 0 / 2 Ex. 12" Tree (T.B.R.) PROP. ASPHALT PARKING AREA Ex. 12" Holly Tree (T.B.R.) 'Ex. 12" Holly Tree PROVIDE PRE -CAST CONCRETE WHEELSTOPS AS TEMPORARY CURB FLUSH AGAINST PR. EDGE OF PAVEMENT. SPACE WHEELSTOPS 1' APART. I I 1.00' f TYP. I I I • - p I W �� % Tree B.R.) v 22.00' �Ex. Wall' i Ex Conc. EX. 10' diameter shrub w Walk (TB.R.) CD ao Ex 15" Maple o `L-Ex. Wall Tree (T.B.R.) rn o 1O'R I V Q I�� � ssiii■�' ■u � o WT$ �� Ex Wall) CONSTRUCT 4' RETAINING WAL ALONG `tx. Wally / I J (JI 0 1 T PROP. STEPS. REUSE MATERIAL FROM i J25 LK PORTIONS OF EX. WALL SLATE TO BE GI a C� ° REMOVED. Z v Remove 34' of Ex Wall �" Ex. 12" Cedar Tree MATCH TOP OF EX. WALL ELE ATIONS. V PROP. STEPS: �" N Z- - _ 10' GUTTER TRANSITIO TO MATCH N EX. PAVEMENT ELE✓A ONS (2) 6" RISERS DIE PR. CURB INTO W ILL. (2) 12" TREADS oo _ I — n- D V Ld Z I _ N FIRST TREAD SHALL Ex. EOP Ex. EG- o m ^' START BEHIND BACK Z V) O v Ex Asphalt Parking Area o --___ _ rn OF CURB. I - LJJ Uj V DI Ex.Jrb _-1W�CUT LIMIT LINE- n' (� F- Q FL (7: a Be Preserved) - - _ J Y r76'— s Z C) Q MATCH EX. ``� I Ex. Gravel Drive LA_ W U CURB ELEVA710NS �\ J t and 8'R Ex. Aspha/t ve Ex.Z Within LJJ t Llmits U J r Ex. EOG w Q of cn o 22.00'- 1 D = LL 11�} o MATCH EX. a ICURB ELEVATIONS � 5' Ex. 1; Tree V) Z O ct w Z g 0 _ R, I fps ��al� �--- 16.96' / Ex. EOP A I \ Ex. Curb CG-6 d 0 sf �,372sf �'--- — /FWTPW = 46.9Z s* f% v LY1$ Ex. Curb i �� s%ij (To Be Preserved) 1 ■ FFE= 71260 13 d — _ —I a� I J rN�E N Ln Calls We 01 C\j �, -- 40.00' TYP. I O CO a� 3� • 20.00' TYP._I �, �, o 0 0 w Ex. Asphalt Parking Area I \ � > Ln Ln �-Ex Asphalt Drive- ` / � � ` � � (D _ I o' C — Ex. 15" Tree U) Ui 0 o (To Be Preserved) W 0- 'U - o I t andt� ® ❑ z Remove E . \ w 7 J I Curb Within CL Sawcut Umits z v H 9.00' . IQ TYP. ❑ IN i --- ._ I Z 22.00' I J L,J I AISLE PROVIDE PRE -CAST CONCRETE W WHEELSTOPS AS TEMPORARY CURB V) z I ALONG PR. EDGE OF PAVEMENT. Z 0 SPACE WHEELSTOPS 1' APART. O Z -1.00 ' I TYP. TH OF Ex. Curb I �� kell J I (To Be Preserved) I L 25' BRL ,- 25' BRL - -- 25' 5 ✓ _x Concrete Sidewalk n e / �_ x.CurbCG-6 v Ex. Curb \ I / MATCH EX.- 17.09' S'R aUj o J N 2 21 EWIS CURB ELEVATIONS ��� 13.52 1 Ex.' Fire Hydrant N0. 16 J o + � Ex. Bollard Ex. Bollard • • w Sowcu and a. ,•o .� Remov Ex. N 22.00' Curb thin Ex. 8" Water Main_ — - _ 'Pp 101 Sawcui Limits I L4'Ss,I \ y� Co ONAL 8 R ��i 8'R I Ex. Bollard Ex. Bollard Ex. ur --- 22.31' _-- SURVEY: C.L: -� MA H EX-- CG-6 �// I Ex EOP -7 P-L NA CUFF ELEVATIONS `- - - - - i Io 5' PARKING SETBACK Ex. Curb �A 'l�L�ulr[j}� Remove Ex Curb PR. EOP 5' PARKING SETBACK DRAWN BY: JOB NO.: Ex. Gra ��+ I and Sidewalk MATCH EX. PVMT - - (To Be Preserved) SS 9908023 IEx. 6" CPVC Storm Sewer � I ELEVATIONS. I AJkM OF SCALE: DATE: j CpIS1RI1C710q (291.90 — — — — 1 "=10.0' 06/08/07 Ex. Asphalt Drive S 3CI6'55" w 481.59' (TOTAL) SHEET: z TAILSPIN CIRCLE QWrIM 1 Ex. Asphalt Drive 3/6 Y cr) (10 ANIM W cr) (/) (n M G. CONSW&C" cm cl Ml SF N 3f16'550 E (TOTAL) W X -!TT, x x xice x • (430.75 Mu cn Q A cr --� PS) 0000000� PS A, SF A, TO Mu 716 c) ��' Q) cl- i^ I ---716.2 716.1 715.9 u" W cn 711�, I - (f) eam W1011101111 z Q) u Cf) 715.3 U) Q) Q) ru 5� Q) c 715.52 r%, LAM W-- Ld CL 0 I JU Q) --+715.3 715.3+ NO I II 716.2 LL, C) 0X ----+715,3 c)- n,- EROSION & SEDIMENT CONTROL KEY 715.72, 15. 715.44 x 71 .1 715.84 15.35 00 00 0000 lCoNlIvAcm 16.3 0 0 C PROPOSED OFFICE 9XJ*IG II I 2 115.35 FOOTPW AREA= 2,114 9q. ft. FFE= 716.33 I II -��7115.72 z z x y 715.42I- En 1.p -14 716.0 '7\1 5. 0 0 ry P -716-- 7 15. I , Ps TO MU f �Tl TOO STEP RISERS 15. TREADS I ... V 715�► �W p '�.0 N" It upsT77-7 I J 714.8 o I TC _j I - J N UJ W z R A0 0 M 0 _JAXI T LIMIT LINE- Ln < ♦ Z u- -J ___ _ 0 u- V) 714.3 0 LLJ aI _ / a , z t> Lj T6 u fzsw Ram sf 41M sf fwrmw 4M2 ft. um IF 0 =W) CONSINX" Fffx 71160 o I P� _ _4 / I I pi j I � ', I . h � I • VIt, �� I Al 714.1 714.0 W I� -:3 V) II Nib 71.3.0 712.9 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE & .... ......... I .......... . . ........................ .. ..................... 3.05 SILT FENCE x x x 3.30 TOPSOILING DTO- 3.31 TEMPORARY SEEDING a-rs- 3.32 PERMANENT SEEDING Ps 3.35 MULCHING Mu 3.38 TREE PROTECTION TP J/ 712.9 SURVEY: ------- - P-L loe na 712.8 mru7 DRAWN BY: JOB NO.: 10 0 10 30 I -Ex. 6" CPVC Storm Sewer SS 9908023 11" O--AAft Or XV, rn I JU SCALE: DATE: callginicm I I. - - .. 1. 1"=10.0' 06/08/07 ____12� 901 q ri ROW Aftl qQ' hWAl I SHEET: I,/ -x TAILSPIN CIRCLE or 0,� 011 4/6 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: Interior Areas (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 16,413 sq. ft./2,000= 8.2=> 8 trees Provided Trees: 8 trees (3 Proposed trees and 2 existing trees equal to 5 trees based the tree credit chart: 165-36C) 5% Interior Greenspace Greenspace Required: 16,413 sq. ft. (x) 0.05= 821 sq. ft. Greenspace Provided: 1,635 sq. ft. (or) 9.96% (1) Tree Per 10 Parking Spaces Trees Required: 28 spaces/10= 2.8=>3 trees Trees Provided: 3 trees Screening of Existing Outdoor Storage Areas: Six foot high board on board fence or six foot high evergreen trees shall be installed to replace existing vegetative screening that is dead or is dying around the outdoor storage areas on site. The areas to recieve replacement trees and/or fence have been identified on Sheet 2/6 of these plans. Additional details for the replacement screening can be found on sheet 6 of these plans. 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. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 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. 15. All landscaping that shall be done in association with this project shall conform with section 165-368 of the Frederick County Zoning Ordinance. PARKING LOT LANDSCAPING PLANT UST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AG 1 7 1 Acer ginnala Amur Maple 2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: CONTRAC HYDROSEI AREAS DI OF THEIR (2) UPRIC TREES OF TO BE GL TREE WR, RUBBER I 2"x2" HAI 2 PER TR 12 GAUGE WIRE-DOL 4" MULCH 3" SAUCE EXISTING SOIL MIX COMPAC11 TREE FRO UPRIGHT ' FIRM BEAT REMOVE 1 ROPE FRC TREE PLANTING SECTION I OTE: 'LANT SPACING VARIES - 'RUNE ALL BROKEN, DIS VEAK BRANCHES. kLL SHRUB BEDS TO BE XCAVATED OF ALL EXIS '0 REQUIRED DEPTH ANI V/ REQUIRED SOIL MIX. IULCH TO BE 3" DEPTH :OMPLETELY REMOVE AL iTRINGS, RIBBONS, AND -AGS FROM PLANT. 'EMOVE TOP 1/3 OF ALI IURLAP FABRIC AROUND OOT BALL. ICARIFY ROOTS ON POT IOUND PLANTS. :OMPACT SOIL TO 85% SHRUB PLANT iECTION 45' Ex. Gravel DO= BMW 1320 Sf 4,M92 sf fgOJPRINT — sql. H. (1 $717UPY) FFE= 712.W W v - --- - -Ex. OHE ---Ex. Boar 7k J v V, Ex. Concrete Sidewotk E,. - - ° a Ex. Curb 10 Ex. Gravel Storage Area 0 1 10 Scale 1 " Scale 71- Ex �- 30 Ex. Grovel W I p = 10 ft -- -- I Ex. Curb) (To Be Preserved) Ex. Asphalt Drive TAILSPIN CIRCLE Ex. Fence Ex Fence KPP Ex. 12" Holly Tree (TREE CREDIT= 2) EX. 10' diameter shrub Ex. 12' Cedar Tree EOG --- __-- Ex. Gravel Drive Ex.. EOG ree -eserved) EDIT= 3) • :x. Bollard d Ex. Bollard Z g W Q U V) 0 Z w f- (if fl1(�fll)ImI co c E N U o Z o, O � U � CL C U C C � � U a� V) Q W O c >, o c U :3 Q O a U c n r\ \ 0 C �OZ U Q U J W Z 0 V w Z W �' ?pZUQ W-Jg Lk w� w OMD_ ~=) a-WW � UU Z�� J m Y OW (n O Q �- W U Zx �W W Ld ■ U J ■� No C�,o �� U N V) N Ln I L I Ui 3 N N W 3�^�a- � � O O a J �' `�'��© n 1 L:, 0 a) C a) U cn U — E o W (0 U N U p E Ld CD U) Z0� JLLJ W co Z Z O OZ ELL c) W V 0 WIS a No. 21621 lk4s,SIIONAL���� SURVEY: P-L DRAWN BY: SS SCALE: (291.90q 1 "=10.0' S 34'16'55' W 481.59- (TOTAL) SHEET: C.I.: 1' JOB NO.: 9908023 DATE: 06/08/07 5/6 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL j* TO THE SLOPS SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4 2 R LESS IN DEVELOPED URBAN L SUBURBAN AREAS. IF THESE DESIGN CN SPEEDS ARE EXCEEDED STANDARD CO-7 IS REQUIRED. D D D D D D t' r' 7" G G A . • • - - - - - - - - - - - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 01.03 F RTV1S>='17 ON 7 01 RFA ISE D ON �103 RFIVISEI) ON 1 r0:1 RFIVISEI7 ON 7 05 t A 5.. 0., 3'-0" 5'-0'- MIN MIN —PERMISSIBLE CONSTRUCTION JOINT I .� N� B all . 90' A TANGENT LAN i t CRO" OLK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ® 7" WHERE STD.CG-3 OR CG-7 IS USED, 4'-D" STD. CG-2 ® 6" 12.17 MAX. 480 MAX. OR CG 6 -� 20, t -�. 1 I SECTION A -A • 5 DOWELS, 8• LONG 0 12" C-C PERMISSIBLE .00 MAXW" LOPE 10=I CONSTRUCTION JOINT SECTION B-B w• LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS AND SAL CONTINUOUS PATH CONNECtINGT L ACCESSIBLE E EMENT$TOFTA FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES ca THIS THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) Col AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, B FT. FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL np V DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE - ---- PRECAST OR CAST N PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE ff11 f1 FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 120. I I plry�*KK II SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAP FLOOR OR BY USING I PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. (WITH BUFFER STRIP) REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH Si OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DiRECTEO BY THE ENGNVEER DIAGONAL VARIATION . ANo --i NOT BE LOCATED BEHIW VEHICLE STOP LINES. EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP ow`� (ACCESS FOR MOBILITY IMPAIRMENTS) 203.05 VWNA DEPARTMENT OF TRANSPORTATION 502 6" 2- 6" 13 �i l Ia. . a. II I44 7„ III C G — 6 R 6„ 2,-0„ COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE 4" 2" SM-2A 8" 21-A I M11LEI 1 COMPACTED SUHGRADE— -11 IPA I I_ TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE 1" NOSING (TYP) EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES —GROUT FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. PSI CONCRETE 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) 11 THREE RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE FRONT EDGE OF— WHEELSTOP TO BE FLUSH WITH EOP PROPOSED - PAVEMENT STRUCTURE 1 "rA nr11A/r-I I wr)I l I ".A r�r\uiri i i Iry r- 6'-0" FRONT VIEW 1/2-It PROP. 6' WHEEL STOP I�I 'H IAI IIII=III=1I1=1 CONTINUOUS 2" -!III I—III=1 I I--i #4 REBAR III=III=111—II III=III COMPACTED SUBGRADE =III—III=1 II I END VIEW _I1J II_I1-111_- ' 5/8 Ox18 STEEL DOWELL PRE -CAST WHEEL STOP DETAIL NOT TO SCALE H ti I 1_� + fl 2x4 TOP RAIL ( I 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) —-� �— 2x4 MID RAIL II I 8'-4x4 POST ® 8' CC _ I I �— 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-10d(EA. RAIL) 0 II 12" DIA. POST HOLE, •� �+ FILL W/CON C. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2 ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT GATES (SIMILAR) AS REQUIRED BY OWNER. PROVIDE GATE LATCHES. REPLACEMENT FENCE DETAIL FOR OUTDOOR STORAGE SCREENING AREAS NOT TO SCALE 54" 30" —12" x 18" STD. STD. U—CHANNEL POST PROP. GROUND VAN ACCESSIBLE SIGN RESERVED RESERVED PARKING PARKING mc [K-1 VAN ACCESSIBLE rE�a�n >hao-soo rENAI.n f+oo-eoo 70N-AWAY ZONE lOW-AY/AY ZONE AN ACCESSIBLE SIGN SIGN HANDICAP SIGN DETAIL NOT TO SCALE t\N� 1114 \SN �kl\\@Nk END OF STALL — STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND (n WHITE PAVEMENT MARKING, z 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 cn >- cn m In C N E 0 U z o, o c_ cl- C m _o U W In 0 c O U Q) a c O \ o O 0 Z NOT TO SCALE (n Q Z 0 5' - U (OR AS SHOWN ON PLANS) D ............................... ..................................... . 0 4" CRUSHED STONE —' 1 W � J (3000 PSI) 4" CONIC I- 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL �-- NOT TO SCALE U Q U Z (i) CD 0 W j EXISTING OR PROPOSED CURB(TYP) Z_ J WHERE SHOWN ON PLANS Z V Q }} 5' Ld — W ~ C Z (OR AS SHOWN ON PLANS) 0 m ~ EXP. JT. MAT'L W Z_ D O :4^ a- 0 a- Q Z(z U)J�Y V) F- w .J W 4" CRUSHED STONE Z (3000 PSI) 4" CONIC 3 Q W 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) W = TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE U AOT 'J LL REPLACEMENT EVERGREEN TREES SHALL BE 6' MINIMUM 0. N E HEIGHT AT THE TIME OF .. PLANTING. N Ln In ,co u� N I I 3 N N N cD cD `° TREE SPECIES SHALL Be: . ° `° occidentalis 'Wintergreen', 3 �0 ' ^o �oThuja W � ..� a Wintergreen Eastern Arborvitae J „ 9 �_Ln 7 C a� 0' PLANT TREES 8' ON CENTER. ° ROWS SHALL BE 4' APART .E W(0 STAGGERED. ~ U E . . . ... Z _ (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HIGH. LARGER TREES TO BE GUYED. ... :: a RUBBER HOSE .. .. :_. ....... ......... ................... ........ .. .... .............. .... U) 2"x2" HARDWOOD GUY STAKE . ...... ........ Z - W 5'-9" 2 PER TREE .. .. J W z 12 GAUGE GALVANIZED U) WIRE -DOUBLE STRAND TWISTED OU ......:.'... W 4" MULCH ..:. a0 .......... . ..........� 3" SAUCER AROUND TREE .. .. .. . .... .... .. . .. OF I I ��AZ,TH �o f EXISTING GRADElp U J C. LEWIS a No. 21621 07 w� _ ": �o��'S .. SOIL MIX SIONAL 33" ' COMPACTED MOUND TO PREVENT SURVEY: C.I.: .. TREE FROM SETTLING - 6" MIN. HGT. P-L 2' UPRIGHT STAKES EXTENDED T �.� FIRM BEARING DRAWN BY: JOB NO.: SS 9908023 REMOVE TOP 1 /3 OF ALL BURLAP & SCALE: DATE: ROPE FROM ROOT BALL. NA 06/08/07 REPLACEMENT EVERGREEN TREE PLANTING FOR OUTDOOR STORAGE SCREENING AREAS SHEET: SECT`ION 6/6 Nov 16