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Home My WebLink About04-06 Ferguson Enterprises - Warehouse - Stonewall - BackfilePROJECT: FERGUSON ENTERPRISES WAREHOUSE OWNER & MILLENNIUM III L.L.C. ' 259 BROOKE ROAD DEVELOPER: 505 WOODLAND HILLS DRIVE STOWALL MAGISTERIAL DISTRICT OXFORD, MISSISSIPPI 38655 COUNTY OF FREDERICK, VA (703) 470-8766 Contact: MR. PETER WEIDLEIN ENGINEER\ PAINTER-LEWIS, P.L.C. APPLICANT: 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PROPERTY ID NO.: 54-1-B SURVEYOR: PAINTER-LEWIS, P.L.C. 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE, JR. SITE AREA: 4.9984 ACRES (217,731 SQ FT..) ZONING: M-1 (LIGHT INDUSTRIAL DISTRICT) PROPOSED USE: WAREHOUSE SPACE CURRENT USE: WAREHOUSE SPACE ZONING REQUIREMENTS: DENSITY: IMPERVIOUS AREA COVERAGE MUST NOT EXCEED 75% OF SITE AREA (IMPERVIOUS AREAS < 0.75 x 4.9984 Ac.=3.7488 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 60 FT. Max. Ex. Building= 40' SETBACKS: FRONT: 75 FT. (COLLECTOR OR MINOR STREETS) REAR: 25 FT. SIDE: 25 FT. PARKING: WAREHOUSE: 1 SPACE PER EMPLOYEE (14 EMPLOYEES) PARKING REQUIRED: 14 SPACES 1 HDCP ACCESSIBLE SPACE REQUIRED PARKING PROVIDED: 15 SPACES W/ 1 HDCP LOT COVERAGES: EXISTING BUILDING: 39,788 SQ. FT. PAVEMENT AREAS: 15,742 SQ. FT. GRAVEL AREA: 56,555 SQ. FT. TOTAL: 112,085 SQ. FT. F.A.R.: F.A.R.: 39,788/217,730sf = 0.18 OPEN SPACE: 217,730 SQ. FT. - 112,085 SQ. FT. = 105,645 (48.52%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area up to the first 100,000 sq. ft. of the entire site. 1 Tree Per 5000 SQ. FT. of impervious area over 100,000 sq. ft. 5% Interior Landscaping Islands Headlight Screening onto adjacent properties and Right-of-ways 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: 100„000 SQ. FT./2000 = 50 => 50 TREES (Required) 12,085 SQ. FT./5000 = 2.42 => 2 TREES (Required) => 52 TREES (Provided) 5% Interior Landscaping Islands: 15,742 Sq. Ft. X 5% => 787.10 Sq. Ft. (Required) => 980.00 Sq. Ft. (Provided) (6.37%) Provided a 3' min. evergreen hedge headlight screen. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 15 Parking Spaces/10=1.5 => 2 TREES (Required) => 2 TREES (Provided) ZONING DISTRICT BUFFER: None Required- Some Zoning District STORAGE AREA SCREENING: Provided a 6' high opaque board on board fence to enclose outdoor storage facility. ZONING NOTES: 1. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 4. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 425; 9 BR000KE ROAD TOO EWALL MAGI TERIAL DI I goEDERICK ,NIN SHOCKEY REALITY CO. / TM#. 54-1—D / DB: 608 PG. 786 ZONED: M1 USE: COMMERCIAL & INDUSTRIAL PROPOSED BOARD ON BOARD OUTDOOR STORAGE PROPOSED JAMES & RALPH SHOCKEY FENCE OUTDOOR�?s®, TM : 54-1-A STORAGE AREA I REC#: 15383 I ZONED: M1 USE. COMMERCIAL / MILLENNIUM III L.L.C. & INDUSTRIAL 54-1-8 INST.#:-00-9662 ZONED: M1 ® 217,731 SF I 4.9984 ACRES PROPOSED BOARD ON BOARD I TAHOE LLC. ® OUTDOOR STORAGE TM#• 54—A 81A FENCDB: 960 PG. 1539 EXISTING / ZONED: Ml '� t� USE. COMMERCIAL 1 STORY PRE STRESSED CONCRETE O I &INDUSTRIAL / BUILDING I� PROPOSED FF=706.14' \ h/ PARKING AREA ® I Oqp / I ® / ® 7 BROOAZ' RO.AI> WINC. COLD STORAGE LC. TM#• 54-4-3 INST.# -03-5223 WINC. COLD STORAGE LC. ZONED: M1 TM#• 54-4-4 USE. COMMERCIAL INST.# -03-5223 & INDUSTRIAL ZONED: Ml USE: COMMERCIAL & INDUSTRIAL CURVEI ARC I DELTA ANGLE I RADIUS I TANGENT[CHORD BEARING1 CHORD C1 1 640.26' 1 19'06'23" 1 1920.00' 323.13' 1 N86'27'58"W 1 637.29' I,TH OF+ '� 1 05 l I0 AL 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 do 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 F�O�R F.F.E. FINISH LOOR 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 CAN 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 THE GUTTER SEER AEROFO LENGTH (TYP�N LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE LAYOUT PLAN SHEET 3/3: LANDSCAPE PLAN, CONSTRUCTION NOTES ZONING ADMINIS IRA IUH DA I L APPR®VED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL MILLENNIUM III L.L.C. PROPERTY WAREHOUSE SITE PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0509020 SHEET: January 17, 2006 1 /3 Latest Revision Date: May 23, 2006 VAN ACCESSIBLE SIGN�� 4" I~-�• / ! 12' x 18" STD. END OF STALL - "' '`- "- ' 2" } / gg NMEWM PAMOINi P STRIPE OR CURBING I 6 / POST U-CHANNEL g, ® WHITE PAVEMENT MARKING. 13"- 4` WIDTH, LENGTH AS 7" 4 SHOWN ON PLANS. , ACa<�E a WHITE SYMBOL PER ADA1_1 lip54" W ON SOLID BLUE BACKGROUND Ex. Mh d WHITE PAVEMENT MARKING, 6" II Top=704.60' 40t/ e WIDTH, 2' CC; 45' ANGLE I� 2'-0" ACC�SIBLE SIGN Out=700.36' Ex. Inv= -PROP. FINISH GRADE 8' S' CG - 6 /op� 699.55' _ Ex. Inv= t 30" NOTE: OR s COMBINATION 6" CURB aC GUTTER N \ 698.35' ALL CONSTRUCTION SHALL CONFORM TO ADA • ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. NOT TO SCALE . \ Ex. Inv= / PAINT: NO-RKING PAINT B ACRYLIC LATEX UISV TYPE OR SEE VDOT CG-6 ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION 00 696.73' / HANDICAP SIGN DETAIL TRAFFlC MARKING PAINT BY DEVOE, LWISVILLE, KY OR EWAL � � � � 1 Nof ro SDICALE SIGNS MAY BE PLACED ON BUILDINGS WITH \ E�X. Inv= CONSENT FROM BUILDING INSPECTOR. EA InI� 698.32' PLEASE REFER TO THE STE PLAN FOR THE PROPOSED / 691.61' wr \ PVC102 691K " LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. / Ex. Inv=\ PARKING LOT STRIPING DETAIL / Ex, 11,29'-1 9&62' \a SHOCKEY REALITY CO. NOT TO SCALE 2 " SM-2A / / PVC 02.30% �\ TM#: 54-1-0 8' 21-A - / / \ \ DB: 608 PG: 786 / COMPACTED SUBGRADE / \\ Fk ZONED: M1 / `4- \F� oe moo. USE. COMMERCIAL 9" TYPICAL PARKING STALL PAVEMENT DETAIL Ex. `�� r e* �'�� `��• ssoFos &INDUSTRIAL NOT TO SCALE Concrete 9ff - ` 2x4 TOP RAIL Q / - SSO AG+ 3; ON Ex. Mh l �, 9, \ �%;� Top= 705.76' I f 1x6 BOARD, \ BO _ FRONT do BACK �O ` // In=692.57' TOE NAIL EA. 1 x6 00 / \ �y� Out=691.86' W/2-8d(EA. RAIL) (_ ! 6' Slope: As Per Plan _ _._ .\1---- y . `-702 ti II 2x4 MID RAIL O ,O 5'-9" ,. /q,Q�/ �o� i I I 8'-4x4 POST O 8' CC -- I 1=��I! I i / 00� / �O \ •�\ \ 11'01� t 2x4 BOT. RAIL 6 ( " " " 9k II ATTACH RAILS TO POST 4" 21PROP. GRADE -B STONE 8 TYPE A CONC. E QG W/3-1°d(EA• RAIL) BASE COURSE (f'c = 3500 PSI) 6x6xW2.9xW2.9 WWM / / Top &Bottom i - � PROP. OUTDOOR •\ / " p / STORAGE AREA 12" DIA. POST HOLE, I I 33 (2 Min. CLEAR) FILL W/CONC. TYPICAL CONCRETE PAVEMENT DETAIL j .�, /�Ex i /' Gravel NOTES: NOT TO SCALE l P7-/ / \ / ��e EX mc� II fna ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ( \ Top= 70 o Q W p ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. /✓ / , � ■ LLC., \ / /��\ In=696 71' FINISHED SIDE TO FACE ADJACENT PROPERTY. �� \ 54-1-9 \ �� i' Out=696.66' \ N to I N� BOARD ON BOARD FENCE DETAIL �� - J �.� -w-M � w� w� FOR OUTDOOR STORAGE ENCLOSURE °� / ZONED: Y1 / II Ndf° s 217,731 SF JAMES & RALPH SHOCKEY ° / , / \ 4, W ACRES II TM#: 54-1-A �oQ � f i \ � � o°,z�' �. \ � / / - 706 REC#: 15383 Q / EX. A �, v 3 S �" ZONED: M1 Ex. Loading \\ 3� amy ^ o �'Zi q- � `� / ` IE,- re Ex. USE. COMMERCIAL l ? Q o `'� ` o ►A'VI & INDUSTRIAL Conncrete / / \\ },oZ Q �� - -- - �I`"o�Iy qz Q�4o �. `?°j / ` . �_ / H1^d •�' / \\ '`ao° �a� Spa &j • �v0 Ex. '}�?i c`CL_ 1 OJ �v QO I J \\ OF204 of O V Side w k p� CQ cg- / - / Q TAHOE LLC. Ex. / / ' I TM#' 54-A-81 A / / _ o ry• o I \ \ II DB: 960 PG: 1539 ..�`'Grave/ 1 el / / ( 19 I I ZONED: M 1 ! / II III USE. COMMERCIAL & INDUSTRIAL EMSM 0 I STORY � o oQ /�0�, \z4 II CONCRETE MMMM�OQS? OQ �` /O 00, 245.95' ___j 0 1 1 FFa706.14' o., v� ry CO co oQ� Q EX. o`wQQ°� I Iz Ex. Ex. �.- �► Pole Concrete � 96�. Conn. O Q Q2Q2° 6N' � � �� Asphalt -Z) O Ex. O, 6 C5 V / I ao Loading off' OQ 4 II / Ex. 4z O� " DocksJ� 4i II O / - �o / \ Aa (i ri 0 Ex. �/ p^ .^ C wV��A•�� Pads /� O Ex. i! i \ ` \\� , /w�• / -� \ O °p O�a(�\� Qw�i < �/ Pole, /) / I O I Ex. Mh Top=699.92' In=S93.84' Ex�.//Water Out=693.72' Meter Vault Fire' �� .__ - Guy Wire \ �\ IOyO�/� 75' Ex. Mh \ Q / BENCH VARK r_ Ex. G BR/ I Hyd. ELEVATION_704.65' Pole Top ln=99.83'1' Ex./ // J _ \\ + - \ Tel. Ped. Ex. \ F / / -- I Ex. Inv= COL\\ut-699.76' \� // \\ 696.15' Pole �"� Ex. _- \\ / �cO \ \ Gate Elec. / I I I I = Ex_74 --- RCP 00 - - - _Ex. / x ��------- - \� Guy lire Ex. \ k\ Box o / �` Ex. Inv -- Ex. _ _ Pump �j ` / I I �°� 695.83' Station \\,r 25/ EX` uy lire // E o, Ex. \ �85• , 8" Epp = f[ _ -_X ONE Lin. -._tX. � I F-`°, Gate / -f' I /I -� - p� AP ro -- -s►- .._� - Pole tea 7`_'__.-- _�lLntro! Box Exl �. ez = -? = [o = f Ex / _.- 25' PARKING SETBACK ___ __- --r`- �- Guy IWiri W _ 2 D/p - Asphalt _ \ / Ex. Mh �- ._ _ _ -_ _ _ _ Oln.,� ---•----- --_._ _ / 1 � Pole Ill Top=702.28' Ex. Mh i = _ FX UIfiG LiN ! ' Pole 17r OHE �L J.�.• � IN=698.35' Top=702.20 '`'...�-� -� _ = _ _ _ _ x. �- . -y`" , „ -� - _ - - / - P II Out=698.25 In=697.89' _ _ _ _ '7 - WINC. COLD STORAGE LC. _ IN=697.89' - _ _ _ _ Ex. Inv- 7Q- �� -� - _ _ _ _ ' E 0 - TM#: 54-A-81A �Z E �47 _ _ __-_- 699.72`---4.1-- - -- Ex. Im- ��_ - 700 _� -- 1 - 8 Out=697.79' E0.47"_12" CMP 01. z ' P INST.# -03-5223 Ex. °' �oZ-_ _ _ 1 - _ _ - _ _ - _ -'" _ Ex_12_ Water Main - - - - - �Q- -- -- -- _ - - _ _ _ Ex. _- - - - - - - -- �---�-- x it ZONED: M 1 Pole _ _ � �X ?03 80' _ _ Ex. EOP EOPUSE. COMMERCIAL - _ 3 8" P� ' 702 X Ex. Mh 56X Top 00.89'i j% ` �' II Top=700.26' & INDUSTRIAL - In=694.76' � IN=696.74' 60' R ,c' In=694.76' - �- Out=696.61' . � ` Out=694.75' --�_ _ _---_-- Ex. 378.68' - 8" PVC 00.495 --_ - s- / W NC. COLD STORAGE LC. 1 . 30 0 30 90 / TM#: 54-A-81 A ` Pale INST.# -03-5223 Gb 6==" ZONED: M 1 S c a l e 1" = 3 0 f t U& INDUSTRIAL AL CURVE ARC DELTA ANGLE RADIUS TANGENT CHORD BEARING CHORD C1 640.26' 19'06'23" 1920.00' 323.13' N86'27'58"W 637.29' W J HCh a aao > U � W W J � Y � � • V W 0 m _ W �0) U Z tf) � OR Z � N W 3 �w Z WLo 41 C6 _ W J vi � Cn N N � N o. W� v' O O .v J V) > v u7 U 0 n o '� o W _ Tv '- ZW Q a 0 yTx of I � 1n.A182T N�fiERs `SSIONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: TGP JOB NO.: 0509020 SCALE: DATE: SHEEP: 2/3 GENERAL NOTES: PLANT LIST 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. 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. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installled underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. 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. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PointerLewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be 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 ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia unifrom statewide building code (V.U.S.B.C.) and section 304, use group (B) business of the B.O.C.A national building code, 1996 edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. Al 17.1-92. 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 inspection (soil testing, concrete, steel, etc.) shall be perfoermed 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 permit shall be required for any business signs and/of pole lights in the parking area of this site. 7. Burning shall not be allowed due to the site's proximity to the winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'xl' checkard pattern) and/or aviation red obstrution light visible during operations and must be lowered at night unless lit. 9. Intended hours and dates of operation shall be coordinated with the winchester regional airport operations supervisor no less than twenty four hours prior to start. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the 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 mullched 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, walks or fences, 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 and must be approved in writing by the Frederick County Planning Department. All plants shall conform with 165-36b of the frederick county zoning ordinance. 12. Prepare the soil in all bedding areas i p g 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. KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 18 Acer rubrum 'October Glory' October Glory Red Maple 2" Caliper 30' o.c. FP 25 Froxinus pennsylvanicum 'Marshall's Seedless' Marshall's Seedless Green Ash 2" Caliper 30' o.c. IC 22 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 3' min. ht. 3' o.c. LS 11 Liquidambar styraciflua American Sweetgum 2" Caliper 30' a.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY: EXCAVATED OF ALL EXISTING SOIL - TO REQUIRED DEPTH AND BACKFILLEf W/ REQUIRED SOIL MIX. _ MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALLL STRINGS, RIBBONS, AND TAGS FROM PLANT. l= i_- -� REMOVE TOP 1 /3 OF ALL4 11 BURLAP FABRIC AROUND - T1 - ROOT BALL. `� I�TiT SCARIFY ROOTS ON POT _ --Ipp._114P.' _ BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 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 EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. 1-r-ll_ UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP Ac ROPE FROM ROOT BALL TREE PLANTING SECTION ro /0 )AR �� 1)FP (1)FP / / con_ II W IMIlE1MMiN1 M LA t54-1-1 to / v ZOM w \ 1)AR JAMES & RALPH SHOCKEY / .� l \ \ a17AM 1)LS TM#: 54-1-A / (1)Ls \ / II REC#: 15383 /'/ 1)�\� l7 ZONED: M 1 / / \\ / 1)FP / USE. COMMERCIAL & INDUSTRIAL / 1)AR (1)AR \\ ` \ (1)F (1)FP / / ° � 1)AR � / / \• / I / \ (1)FP 1)AR J II (1)LS EMI ►► i Sim� (1)AR 1 \ (1)Ls 41MES-qED 1)AW / Ffs70i.14'MFP 1)AR (11)IC i / 1)FP / % 1)LS ' /\ / (1)FP (1)FP / / \ (1)AR 1)LS 1)FP / J 1)FP/ o I fir_ (1)LSJill I BEN EL/*ATION=704.65'Ex 1)AR (1)FP 1)FP \ orb ) \ „low / 1)AR / �1)FP / (1)FP / / / / 6 ((1)AR 1)FP / _=__ �" 1)AR' (1)FP-AadI Ex LW Lho 700 -017 �_ - _ __ � � �•e. � � 02 - - - 30 - - O 30 90 _ s ~ \ �_-_-��0 60'R,,)F 1 Scale 1 " = 30 ft O � 2 Z � O � W O W LZ �O O w J U_ W � CL ui ? aao > IX (3W W J � W Y - _(7,SC�O _ m U W Z� N W 3 ZW o LL_ a- o_ ci■ J a N E w IDo ^ O 17) � 41 cr)(n N cN to N cD v• v_ c0 (0 +? c a� o 0 'v J 'vLo® g 0 v M v o ' o W 0 _ . a - F- E Zw Q a ZN z J L�J Z)w In 0 W OF 1 y U 9 No. 18260 G ;SrONAL SURVEY: N/A N/A DRAWN BY: JOB NO.: TGP 0509020 SCALE: DATE: N/A 01/17/06 SHEET: 3/3 M AY 2 5 2006 PROJECT: FERGUSON ENTERPRISES WAREHOUSE OWNER & MILLENNIUM III L.L.C. 259 BROOKE ROAD DEVELOPER: 505 WOODLAND HILLS DRIVE STOWALL MAGISTERIAL DISTRICT OXFORD, MISSISSIPPI 38655 COUNTY OF FREDERICK, VA (703) 470-8766 Contact: MR. PETER WEIDLEIN ENGINEER\ PAINTER-LEWIS, P.L.C. APPLICANT: 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PROPERTY ID NO.: SITE AREA: ZONING: PROPOSED USE: CURRENT USE: ZONING REQUIREMENTS: DENSITY: F.A.R. RATIO: BUILDING HEIGHT: SETBACKS: FRONT: REAR: SIDE: PARKING: WAREHOUSE: PARKING REQUIRED PARKING PROVIDED: LOT COVERAGES: F.A. R.: OPEN SPACE: LANDSCAPING: PARKING AREAS: PROVIDED: 54-1-B SURVEYOR: PAINTER-LEWIS, P.L.C. 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: ELLIOTT RITCHIE, JR. 4.9984 ACRES (217,731 SQ FT..) M-1 (LIGHT INDUSTRIAL DISTRICT) WAREHOUSE SPACE WAREHOUSE SPACE IMPERVIOUS AREA COVERAGE MUST NOT EXCEED 75% OF SITE AREA (IMPERVIOUS AREAS < 0.75 x 4.9984 Ac.=3.7488 Ac.) FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 60 FT. Max. Ex. Building= 40' 75 FT. (COLLECTOR OR MINOR STREETS) 25 FT. 25 FT. SPACE PER EMPLOYEE (14 EMPLOYEES) 14 SPACES 1 HDCP ACCESSIBLE SPACE REQUIRED 15 SPACES W/ 1 HDCP EXISTING BUILDING: 39,788 SQ. FT. PAVEMENT AREAS: 15,742 SQ. FT. GRAVEL AREA: 56,555 SQ. FT. TOTAL: 112,085 SQ. FT. F.A.R.: 39,788/217,730sf = 0.18 217,730 SQ. FT. - 112,085 SQ. FT. = 105,645 (48.52%) PARKING LOT LANDSCAPING: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area up to the 'first 100,000 sq. ft. of the entire site. 1 Tree Per 5000 SQ. FT. of impervious area over 100„000 sq. ft. 5% Interior Landscaping Islands Headlight Screening onto adjacent properties and Right-of-ways 1 Tree Per 10 Parking Spaces 1 Tree Per 2000 SQ. FT. Of Impervious Area: 100,000 SQ. FT./2000 = 50 => 50 TREES (Required) 12,085 SQ. FT./5000 = 2.42 => 2 TREES (Required) => 52 TREES (Provided) 5% Interior Landscaping Islands: 15,742 Sq. Ft. X 5% => 787.10 Sq. Ft. (Required) => 980.00 Sq. Ft. (Provided) (6.37%) Provided a 3' min. evergreen hedge headlight screen. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 15 Parking Spaces/10=1.5 => 2 TREES (Required) => 2 TREES (Provided) ZONING DISTRICT BUFFER: None Required- Same Zoning District STORAGE AREA SCREENING: Provided a 6' high opaque board on board fence to enclose outdoor storage facility. ZONING NOTES: 1. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 4. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 259 BROO OO KE ROAD TOO NEWALL MAGI TERIAL DI I FREDERIC COU TY VIRGINIA SHOCKEY REALITY CO. / TM#. 54-1-D / DB: 608 PG. 786 ZONED: Ml USE. COMMERCIAL & INDUSTRIAL PROPOSED BOARD ON BOARD OUTDOOR STORAGE PROPOSED FENCE JAMES & RALPH SHOCKEY OUTDOOR STORAGE AREA TM#• 54-1-A I REC#. 15383 ZONED: M1 USE: COMMERCIAL // / MILLENNIUM III L.L.C. & INDUSTRIAL INST.#:—00-9662 ZONED: M1 / 217,731 SF 4.9984 ACRES PROPOSED O I BOARD ON BOARD TAHOE LLC. ® / OUTDOOR STORAGE I TM#. 54-A-81A FENCE I DB: 960 PG. 1539 EXISTING y / ZONED: M1 to USE. COMMERCIAL 1 STORY PRE STRESSED CONCRETE o I & INDUSTRIAL / BUILDING PROPOSED FF=706.14' �� , PARKING AREA ® I �� / I <�qoa I I CpAo/N // I ® ® ��\x ® ® 7 ®® ' Cl BROOD ROAD WINC. COLD STORAGE LC. TM#: 54-4-3 INST.# -03-5223 WINC. COLD STORAGE LC. ZONED: M1 TM#• 54-4-4 USE. COMMERCIAL INST.# -03-5223 & INDUSTRIAL ZONED: M1 USE. COMMERCIAL & INDUSTRIAL CURVEI ARC I DELTA ANGLE I RADIUS I TANGENTI CHORD BEARING1 CHORD C1 1 640.26' 1 19-06'23" 1 1920.00' 323.13' 1 N86'27'58"W 1 637.29' U TH of 7N 1 No. 26a, is ONAL a 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 do 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 rLOOR 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 CAN 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 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE LAYOUT PLAN SHEET 3/3: LANDSCAPE PLAN, CONSTRUCTION NOTES Vu %. ITT T Y; ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL MLLIENMUMI M L.L.C. 1PH01P1E1Lr0___1a7V WAIR HOOMOE SUE [PLAN 259 BROOKE ROAD STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®pointerlewis.com JOB NO.: 0509020 SHEET: January 17, 2006 1 /3 Latest Revision Date: May 23, 2006 12" x 18" STD. �eeRR,® e PAMM TQ.TU-CHANNI EL uu�5 AocESSat s..r:NN AC VAN OLE --PROP. FINISH GRADE %GN VAN ACCESSIBLE SIGN-` mmotm PARNM HC SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, e 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. 2'-0"--•--•-! CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE Ex. Mh Top= 704.60' Out=700.36' Ex. In v= 699.55' 6Ex.9 Inv' N � �698.35' 0 PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX x. nv- TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) \ / � 696.73' HANDICAP SIGN DETAIL / SIGNS MAY BE PLACED ON BUILDINGS WITH NOT M SCALE CONSENT FROM BUILDING INSPECTOR. Ex.--In_1=. 698.32' Ex. 11.16'-12" PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED / 698.61' PVC 02.691' LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. Ex. Inv PARKING LOT STRIPING DETAIL r i = Ex. 11.29'-1 98.s2SHOCKEY REALITY CO. NOT TO SCALE 2 " SM-2A / / PVC 02.30% \ TM#: 54-1-D 6" 21-A = _ / / ^� ,. DB: 608 PG: 786 / COMPACTED SUBGRADE ZONED: M1 / / o°� \ �'�\ FX �Ek pB ?o• USE: COMMERCIAL 9" TYPICAL PARKING STALL PAVEMENT DETAIL Ex `�� / \ F °c ��.��•, ssoA�& INDUSTRIAL NOT TO SCALE Concrete 2x4 TOP RAIL 0 Ex. Mh Top=705.76' 1x6 BOARD, �V� \ e0 \\ In=692.01' ( I ! FRONT & BACK In=692.57' TOE NAIL EA 1 x6 Out=691.86' - � Y W/2-8d(EA. RAIL) ✓ , \ I 6' Slope: As Per Plan �° _ - _ (TJ' . 702 �`t 2x4 MID RAIL O Jsh 9� II 8'-4x4 POST O 8' CC 2x4 BOT. RAIL 6 8� ATTACH RAILS TO POST 4" 21-8 STONE 8" TYPE "A" CONC. / r �, _ \ \\ vo QG' PROP- GRADEW/3-1od(Ea RAIL) BASE COURSE (f'c = 3500 PSI) 6x6xW2.9xW2.9 WWM / / PROP. OUTDOOR Top & Bottom / / STORAGE AREA \ 33" (2 Min. CLEAR) / 1 II 12" DIA. POST HOLE, \ FILL W/CONC. II [A ITYPICAL CONCRETE PAVEMENT DETAIL / Ex -/ '\ Ex. / 00 Con . / Gravel \ Q, NOTES: NOT TO SCALE // P/ / \' / \ /o Ex. III ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. \ /► \ 6 Tap=77 \ o Q_ W O ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. // / , t % �\i. �\ ` / /�� // In=696.71 W O I '0 to FINISHED SIDE TO FACE ADJACENT PROPERTY. / \ 54-1 - \ �` Out-696.66' N � "I . xo BOARD ON BOARD FENCE DETAIL FOR OUTDOOR STORAGE ENCLOSURE �� / ZONM Y1 110 T° SCALE 1 SF JAMES & RALPH SHOCKEY ° / / / \ 4.M4 TM#: 54-1-A 402 2S• / / ��z oo��1706 REC#: 15383 Q / /. Ex. �'\ v 3 �5��, c�'4o ZONED: M1 Loading � ?° '� 0 �, Q�J 4Z- II Ex. USE. COMMERCIAL Ex. l Docks 3 Q =O �� 2v .� �° v ��i�<v 1` o� / \ Fire EWV x. & INDUSTRIAL Concrete Ham' 474 ryp \ J Az moo Q r 3'z J �a'/ o 1 1 \ v G Ex. p�` ��,G Side+vpPol \ \ O 4* o o� O oQ' it Q�s�° \ Q 3\3o�Q 2�4� TAHOE LLC. o TM#: 54-A-81 A o w o`` Gravel DB: 960 PG: 1539 e / o / / I I \ I II W I ZONED: M 1 ryoJ / I I / USE. COMMERCIAL o & INDUSTRIAL Q / // ExISfN16 0°� 20 0 �° Q�J� ti e I CONCRETE SU�DN16 es�° OQ ��°e /O � ?4 00. 245. s5' / FFX70L14' o�v �� °o. Ex. oa �" o``" �c Q� Q cJ / / \ �0 X II I IW Ex. Ex. / Fire Q�2 O �6�% ` Pole ConcreteConn.114 + o `�' Asphalt J� J� A' O Ex. 6 o G / / % I I • II oo OT Loading ory' W Ex. Docks i /� J� �� / ` n II wV 'r 3 i II o0 �o / �� - V� O � / / Ex. C _ g �� <v Pads / i Ex. I I 000 JQ-�(v V� <v�i' / Pole ; / /( 0 I Ex. Mh „gyp Q <0 O �/ / , / \ O \ q / \ / i I Top=699.92' Ex./Woter �i M / l In=693.84' Meter Vaultw�/ / Out=693.72' Ex. .� OQ • Ex. `� - GU Wire � Ex. Mh \ Q� Fire �/ ��/BENCHIIr<ARK Ex. y / (�' 75' BRL / Top= 703.81 ' \ / Hyd. ELEVAtTION-704.65' .. - - Pole �� / . �. ./. / fit. In=699.83' \ Ex. -_ `' _W = �� Ex __ OL Out=699.76' ` \ Tel. Ped. / Ex' \ � / \X F+. / I' g 1 Ex. Inv= 696.15' Ex.�\ Pole �i..� / e Ex. / iI I Ex_74.42'-15" RCP 00.44X Ex. \ Gate Elec. / x I '� II � - - - \� Guy Wire Ex. � X\ b Box '/' \. / I 'b Ex. Inv= \ \ Ex. Pump �} / $ ` I� I �°' 695.83' Station b, Ex. \ \BS• , Ex EGyo� ,�� -_. - Ex. OHE Line x' I ----'� _ Gate _ ___ xi I XII - - - C. \ ApproX �� _ . _ - Pole M - ]`---- _ - __CQn t_rol Box E j 8 --�_ 25 PARK/NG SETBACK - f �- J Guy �ard W \s ` � � _��of Ex. 12' D/P _ __ �.. _ -- A halt - "� 1 I _ Ex. Mh ` = _Main �... Top= 702.28' Ex. Mh ..� - = _ - _ Ex. % I Pole j - IN=698.35' Top=702.20' �. �.,.� _ = _ mow•---_.... / Pole Ek OHE -G-- ��, Ex. II %� Out=698.25 In=697.89' - --� �..- � _ _ WINC. COLD STORAGE LC. ►N=697.89' _ _ - - = _ _ _ _ Ex. In "��-- _ T� - - - _ �OP t - �-- E -47.1 ' _ _ - - - _ - 699.72' Ex. 0.47 -12= Ex. Inv= _ y- _ 8 Out=697.79 __ - _ - - - - x- - - CMP 41. X_ - TM . 54-A-81A Pv - _ 1 - -- __._...__ 700 - _ _ __ INS# -03-5223 Ex. C��Z� - !� = = = _ = - = _ Ex_12'- rooter Main - - - - - - - 7�- - - _ - �1 m _ _ - --- �-__- - -,� e_- - x - -f II ZONED: M 1 Pole _ a �X 80' 70 Ex EOP EOP m - - - - - - - - - Ex. Mh USE. COMMERCIAL _ ' 8" PI�C 2 x m t� 0056X Ex. Mh Top=700.26' & INDUSTRIAL - _ Top=700.89' ' l% ` � II In=694.76' IN=696.74' 60' R/A' ," Out=696.61' In=694.76' ` Out=694.75' �Ex. 378.68=- 8" PVC 00.497� / WINC. COLD STORAGE LC. 30 0 30 90 / TM#: 54-A-81 A Pole INST.# -03-5223 GV ZONED: M 1 t S c a l e 1" = 3 0 f t U& INDUSTRIAL CURVE ARC DELTA ANGLE RADIUS TANGENT CHORD BEARING CHORD C1 640.26' 19'06'23" 1920.00' 323.13' N86'27'S8"W 637.29' 5 0 N w J f- NI<I�I U N Z O 0- a. G" /0// W w w JWHir F- pY 0 LLJ_ cn 8 0 0 _ m V O W 0 U Z � � � Z N W 3 ,o Z W Ljj_ M 0 �� V J 0 O w N O � 07 U N L N N `n 3 (V N m CO CO L v• v cD 41 C c W3 a� �v' o� o a J (n C: c cn cn 0 E o W � . I- L° E Zw R a It OF n% I � 71�fYMlf a y0�oga, / ` /o IONAL 0 SURVEY: C.l.: PL-PLC 2' DRAWN BY: TGP JOB NO. 0509020 SCALE: DATE: 1 "=30.0' 01 / 17/06 SHEET: 2/3 GENERAL NOTES: PLANT LIST I 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. 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. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. 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. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PainterLewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be 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 ASTM D-698 maximum dry density, or as directed by the Geo-te:;hnical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia unifrom statewide building code (V.U.S.B.C.) and section 304, use group (B) business of the B.O.C.A national building code, 1996 edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. All 7.1 -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 inspection (soil testing, concrete, steel, etc.) shall be perfoermed 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 permit shall be required for any business signs and/of pole lights in the parking area of this site. 7. Burning shall not be allowed due to the site's proximity to the winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'xl' checkard pattern) and/or aviation red obstrution light visible during operations and must be lowered at night unless lit. 9. Intended hours and dates of operation shall be coordinated with the winchester regional airport operations supervisor no less than twenty four hours prior to start. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the 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 some bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls, walks or fences, 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 and must be approved in writing by the Frederick County Planning Department. All plants shall conform with 165-36b of the frederick county zoning ordinance. 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. KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 18 Acer rubrum 'October Glory' October Glory Red Maple 2" Caliper 30' o.c. FP 25 Fraxinus pennsylvanicum 'Marshall's Seedless' Marshall's Seedless Green Ash 2" Caliper 30' a.c. IC 22 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 3' min. ht. 3' a.c. LS 11 Liquidambar styraciflua American Sweetgum 2" Caliper 30' a.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: PLANT SPACING VA PRUNE ALL BROKE WEAK BRANCHES. ALL SHRUB BEDS EXCAVATED OF ALL TO REQUIRED DEP' W/ REQUIRED SOIL MULCH TO BE 3" COMPLETELY REMO STRINGS, RIBBONS, TAGS FROM PLANT. REMOVE TOP 1/3 BURLAP FABRIC AF ROOT BALL. SCARIFY ROOTS 01 BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 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 EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP dt ROPE FROM ROOT BALL TREE PLANTING SECTION 0 III a.� • / / I / \ C. (1)FIP , W o I o to to C14 C14 to J MST. -ft-M v k o W _�: Sri 1)AR II JAMES & RALPH SHOCKEY / •I� \ 4J j, j3ACKS 1)LS TM#. 54-1-A \ (1)LS REC#. 15383 / (1)FP ZONED: M 1 / \\ / 1 )FP / II USE. COMMERCIAL & INDUSTRIAL / 1)AR (1)AR \\ \ \ (1)FP (1)FP 1)AR � � / / \ (1)FP 1)AR (1)LS ► j (1)F / (1)FP \ / \ \ i 3'11OR'Y / (1)AR / (1)LS FK 3 EISEN 1)A� CONC 1V OIIILOWFIFOOLte O / (11)IC MFP 1)AR (11)IC / 1)FP J 1)LS 7 I I / (1)FP (1)FP (1)AR 1) FP// (1)LS 1)FP / 40q 1)LS BENCH ARK / ELEVATION-70/.65' Esc (1)LS ---- 1)AR / 700 FP - �- 1)AR 702 30 0 30 90 ` I 60R/r II Scale 1 " = 30 ft �z a wp U N G Z O U J H �I O U_ � � W CL Z O oU 0 Q -j(7)Y Z W _ D v 0 =��U Om U D W M � N3 Z W 3 [V 0 Z W w 0 OM LL. O IL d ■ J a E N C6 (D N N N co Q) v• 3 c °; c W�,0�� J +' L_ - N> O �Q) a +_+ L• 7 C U W (n v o _ L o . co v 0 a� 0 'v _ �3t I-L° E Z w Q a 0V) z J Li _Jw 0 O Z TH OF vr� o � w4 U PM 9 No. 18260 r5104 �;4, IV. ONAL SURVEY: C.I.: N/A N/A DRAWN BY: JOB NO.: TGP 0509020 SCALE: DATE: N/A 01/17/06 SHEET: 3/3