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HomeMy WebLinkAbout46-99 Negley Construction Co. - Stonewall - BackfileFREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK• BLOCK KIP&M8 (DIM[PL BC BOTTOM OF CURB COUNTY OF FREDERICK BSBD. BASEBOARD BML BUILDING MOUNTED LIGHT -TIE ® � �AQ I SF�'­"`HAL C&G CURB & GUTTER OURC7 CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA, DIAMETER GENERAL NOTES CONSTRUCTION NOTES DS DOWNSPOUT 1. The property delineated on this plan is located between Interstate 81 and Route 661, Welltown Pike, in the Stonewall EOP EDGE OF PAVEMENT Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct an addition to the FF FIRST FLOOR 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be FFE FINISHED FLOOR ELEVATION existing building for use as office and storage space on the 3.57 acre tract. The presently tract contains 24,262 square feet of responsible for determining the exact location of all utilities before commencing work and for any damages which occur by FDC FIRE DEPARTMENT CONNECTION mini -storage buildings and a 4,064 square foot building which is used for office, maintenance and storage. the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on FG FACE OF GUTTER these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the FH FIRE HYDRANT 2. Property Owner/Developer: Contact: Mr. Paul Negley facility and assure the continuance of service. F.L.S. FIRE LANE SIGN Paul Negley 0a. GAUGE 127 Mercedes Court GM GAS METER 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of GV GAS VALVE Winchester, VA 22603 Telephone: 540-665-2792 approved plans and revisions shall be kept on -site at all times. HCR HANDICAP RAMP e ineer 4. En Londsca Architect: Contact: Mr. John Lewis HB HOSE BIB g / p 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. HDR CURB 6' HEADER CURB PAINTER-LEWIS, P.L.C. HP HIGH POINT 302 South Braddock Street, Suite 200 4. Controlled Fills: HP HEATER Winchester, Virginia 22601 Telephone: (540) 662-5792 A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as IPF IRON PIPE FOUND designated on the plans. IPS IR❑N PIPE SET 5. Property boundary and topographic information shown on these plans was provided by Furstenou Surveying, Inc. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D INV INVERT 698. Density shall be verified by a qualified soils engineer. LP LOW POINT 6. Site Data: C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the LT• LIGHT Parcel Area: 3.5704 acres existing ground surface, unless otherwise approved in writing by a qualified soils engineer. "`' MLP METAL LIGHT POLE PIN: 43((A))52 D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. ITE MPD MULTI -PRODUCT DISPENSER Zoning: B-3 The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be MB MAIL BOX Use: Office, Equipment Storage, Self Service Storage placed thereon. e MH MANHOLE Front Yard Setback: Required - 35' Provided - 35'+ E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, MSP METAL SIGN POST Interstate 81 Setback: Required - 50' Provided - 50'+ oversized stones, rocks, sandy soil, or other objectionable material. NDC NOSE DOWN CURB Rear Yard Setback: None N.P•S, NO PARKING SIGN Side Yard Setback: Required - 15' Provided - 15'+ 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. NRT NO RIGHT TURN Maximum Building Height: Allowed - 35' Proposed-18'+/- NTS NOT TO SCALE Maximum FAR: Allowed - 1.0 6. Storm sewer and pavement materials called for on the plans refer to standard VOOT designations. OHE OVERHEAD ELECTRIC Existing Buildings = 28,326 sf s�aaewui o'S iccT `�"` ❑HT OVERHEAD TELEPHONE Proposed Buildings = 4,128 sf 7. BENCHMARK: finished floor elevation of the existing building on the site - elevation = 718.50. coulm PIV POST INDICATOR VALVE Proposed Total Floor Area = 32,454 sf = 0.208 FAR PL PROPERTY LINE 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. t PP POWER POLE 7, Parking Lot Landscaping Requirements: PVMT PAVEMENT 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. I VICINITY MAP SCALE: 1"=2000' See Landscape Notes RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN 8, Parking Space Requirements: 10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site RED. REDUCER construction activities. R•0. ROCK OUTCROP Property Line Setback: Required - 5' Provided - 5'+ SAN• SANITARY Self Service Storage - 24,262 sf Required - 1 per 5000 square feet = 5 spaces 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as STD. STANDARD Office Space: T.B.D. TO BE DEMOLISHED Existing Office = 864 sf necessary. T.B.R. TO BE REMOVED Proposed Office = 1488 sf 12. All site and building lighting, if any, shall be installed to avoid spill -over onto adjoining properties. T•B•P. TO BE PRESERVED Total Office Space = 2352 sf Required - 1 per 250 square feet = 9 spaces e� TB THRUST BLOCK Warehouse/Storage Space: TC TOP OF CURB Existing Storage = 3200 sf ZONING ADMINIS-TRATOR DATE Q TEL. TELEPHONE Proposed Storage = 2640 sf APPROVED TRB TELEPHONE RISER BOX Total Storage Space = 5840 sf Required - 1 per employee = 5 spaces TVRB TELEVISION RISER BOX Total Required - 19 Provided - 20 ���D����� �®��� �������� s TYP TYPICAL Loading Space Requirements: Required - none LANDSCAPE NOTES SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL UGE UNDERGROUND ELECTRIC 1. Frederick County Landscaping Tabulation: XFMR ELECTRIC TRANSFORMER 9. Handicap Accessibility: Zoning: B-3, Industrial Transition District WL WATERLINE HC parking spaces shall have a maximum slope of 1:50. Landscape Area Required: 25% x 3.5704 acres = 0.89 acres WM WATER METER HC romps on the site shall have detectable warning surface er ADAAG 4.7 and 4.29. P 9 P Existing Impervious Area: 97,926 sf or 2.24 acres 63% WPP WOOD POWER POLE HC ramps off site shall be constructed per VDOT standards. Proposed Impervious Area: 6,000 sf FINAL SITE PLAN WSP WOOD SIGN POST Total Impervious Area: 100,926 sf or 2.32 acres = 64,9% LIST OF DR16A' INGS: APPROVED WTP WOOD TELEPHONE POLE 10. Buffering Requirements: Landscape Area Proposed: 1.2504 acres or 35.1 % WV WATER VALVE The adjacent zoning to the north and west is B3 which requires no buffer. SHT. 1/2: C&VER SHEET _�DAT ._ 5'R RADIUS IN FEET The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer. Parking Lot Landscaping The SHT. 2/2: SITIE PLAN x00.00 PROPOSED SPOT ELEVATION adjacent zoning to the south is B2 which requires a B type buffer. The buffer is in place. Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter x(00.00) EXISTING SPOT ELEVATION parking perimeter = 99 feet 11. Environmental Features: shade trees provided = 99/40 = 2 Wetlands - No wetlands hove been identified on the site. Flood plains - No flood plain area has been identified on this site. Interior Landscaping Required: 1 shade tree per 10 parking spaces Sinkholes - No sinkholes have been identified on this site. total parking spaces = 9 Steep Slopes - No steep slopes have been identified on this site. Steep slopes are defined by the Frederick County trees = 9/10 = 1 Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. shade provided Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick 5% of interior to be landscaped interior area = 1620 square feet County Code as including largely mature trees in groves greater than 1 /4 acre. required interior landscape area = 81 SF interior landscape area provided = 400+/- SF EROSION AND SILTATION CONTROL NARRATIVE 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Project Description Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. The developer proposes to expand and existing building and construct associated parking areas. The total area of Verify list disturbance on the parcel is approximately 7500 square feet. No erosion and siltation controls are proposed. A storm water 3. the quantities shown on the plant with totals indicated on the plan. Contact the Landscape Architect in the management pond was previously constructed to serve this area. Site grading will direct runoff from the proposed impervious event that discrepancies exist. Supply unit prices to the Owner at time of bidding. areas to this pond. The limits of clearing and grading are restricted to the limits of the parcel. 4. 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. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. t� 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum , �,ALTHID�, size on any plant will result in rejection of that plant. PC T 0 66 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. 1999� All mulched beds shall be curvilinear in shape following the contour of the plant moss. Apply a minimum of 4 inches of mulch DEPT,0FP1ANNdN�1 ® JOH C. E 1S �EVE�Q�N uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds r; G so as not to impede surface drainage. ,a 8. Locate trees a minimum of 3 feet from walls or walks, if possible. �''P No.021621 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all joNAL� 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". 10. Use shredded hardwood bark mulch in all planting beds. 11. Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 1PA0N"T1E1FR.,LEWn 98a RL.C. 12. Plant substitutions are permitted with consent from the Landscape Architect. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 13. 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. Telephone (540)662-5792 Facsimile (540)662-5793 14. 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. JOB N❑•: 9610016 SHEET: 24AU099 1 /2 2' NMI C _ 1 __.0o00'_ _ EDGE OF GUTTER TYPICAL CURB CUT DETAIL NOT TO SCALE EX. 6' EARTH BERM NOTE: NO OUTDOOR LIGHTING WILL \`?S• `,M` BE PROPOSED ON THIS SITE � �O � rf51i , \ ¢ p. PENBERN WINCHESTER, LTD. ZONED: 8-2 PLANT LIST USE: MOTEL/RESTAURANT 01 / // `4p*` \ f j \I EX. 6' BOARD FENCE � BOLLARD M1 S� T \ / / / 25 BACK dor G `� BUFF fR X x25'o J 6'' �?EVE � \ - j B �FER D 43-A-99 z EMMA S. DUNCAN ZONED: RA i I�4►� USE: HIGHWAY ROW , \ �nV t / `I / 111 \ , N1"� / \L , it \ II 1L- / , \ 3 ., L E �\ \ F / / 1 * d EX. GRAM-L \ �� / I ,�' r� ' PLE l.� / ' EX TRASH PAD &�ICL / /\ j / / / I /I fif Ln / 3" A�'L 00--- ON SITE PAVEMENT SECTION NOT TO SCALE 2" S-5 BITUMINOUS CONCRETE SURFACE TREATMENT 6" 21-A - STONE BASE COMPACTED SUBGRADEI- SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS 3 Acer rubrum Red Maple 1 1/2"-2 1 /2" cal. NOTE L1 EX. SAN. MH NOTE L1: CALIPER MEASURED 1' ABOVE GRADE AT TIME OF PLANTING 4/ 30 0 30 ''S\w Scale 1 w� ww \`ww\ L,�. SAN VH l 'POSED STORAGE / EXISTING BUILDING °O• \ FF = 718.50 )O� / HEIGHT718.58 O� / DQ / / / 2.5 ACRES 2640 AR \ ; U / ; \ \ WINCHESTER NORTH, INC. it ' PROPOSED OFFICE I / ' AR / Q ;; Elk { ZONED: B-2 / 11 X. 5'X6'X12'H SIGN 1488 SF /J �p \ USE: VACANT FF = 718.50 / �. \\� \ R= 55.00 ® ADJUST METER BOX AS R�D � \ ; 1 L201.07ft Ex 7, -% \ ,' ----- -- \ CDN1 1'43,4�„E LLJ J 90 Q a. NMI 30 1f t Z Z d. v, � Z / / O Q 0 0L U a. x5 W Q 0 } H W \� U M w z— \ W W � U_OU ♦� Z�\ 0 u) J w _ >- W 3 0 W () W W 1 � WU_ZQ� i / 0 C O R OCA C. WATER ! �N / EX '1 I I TRIP GENERATION DATAOF D - CATEGORY: MINISOURCE: ITE -WAREHOUSE W RE OUS GENERATION MANUAL FIFTH EDITION ` J r ,, � / \ �, °•----- ___ INSTALL (@) 9' X 20' , —/— 1 � p O PARKING STLS / WEEKDAY: 2.61 TRIPS PER 1000 SF = 24,262/1000*2.61 = 63 TRIPS O O i : ' / MATCH EX. EW (TYP) ' EX. 6" TER UNE I ,' CATEGORY: GENERAL OFFICE BUILDING WITH EMPLOYEES � N PROVIDE CURB UTS FOR DRAINAGE(TYP) RELOCATE E E CE AS SHO �/' WEEKDAY: 6 TRIPS PER EMPLOYEE = 6*6 = 36 TRIPS G� /, 43-A-52B �} • \ \ + ti EX FH ,'' EX. . -15" R F} "7F� TOTAL WEEKDAY TRIP ESTIMATE = 99 TRIPS `�P ' 2.3986 ACRES�_ c ; ' ,' ; ' VIRGINIA GIANT, INC. B� \ \ \ �' - "-- 2a' R LINE - _�a. C�\ S� - ,% / ZONED: B-3 `�j \ `�� Gi R AT\ X TREE A R J° / FO NO WORK SHALL BE PERFORMED IN THE VDOT ROW WITHOUT A PIERMIT, O f O N jUSE: PRIVATE VEHICLE STORAGE & REPAIR l �9� ' \ �G> \ \ p°\ C E EE 1 0 ° ,, Coy �° �° ' /-' ``�, ,Q 1 Ex. BUILDING "'PIN 6' doo \ \ EX. �,, C II \ ASPHALT \ INSTALL (3) 9' 0'-- �� PAVEMENT PARKING ST E -1 RCP - \•�, __----- VPI PINE EX. SAN. W. EX. BUILDING E1937 SF FF = 714.43 �' PINE'- , PTNE co r 3 NE 714 1 , PINE ( X > RCP \ �: ' \ EX SIGN C.o.132.05ft �P \ 20' WATERLINE ES> ':6�__���-_��_ ` ---^-----------------------� / ---- -�----- ------- - ------------------- 05'__" ___-- ------------------------------------ — — --- - ---------------------------------- - --- 86-- --- -' _----- �\------------------------------ - -- - ------- --------------- - —----------------- ------------------ - _��.--- - ----�� - ---------------------------------------------- ----- — -- --_ --------------------- --- --- ----------------------------------------- - -----_ N 42 16'-10 E -^-�-- --------'�--- 1 ------ _----------- -- -------------- ---- --- ------------------- ---- --- ------------------------------------- -------------------------------------------------------------------------------------------------------- ---------------------------------- --------- ------- ---- _--------- \------------------------ ---------------------------------------------------------------------------------------------------- ----- ---------------------------� - / 4 43-19- 17 ---- v POLY PROCESSING CO., INC. -� ZONED: M-1 ____--------------- USE: HEAVY COMMERCIAL - - � I I 4 N N / (n c0 20' DRAINAGE ESMT ;'� - o '� Oo O U- m Q) in 0 i '' v I C 11. -'i/ ENE / r- / 0. -,''---------'' ----------------- - [aq / 93 / / / 5 0 HN C. LEWIS a No. 21621 SP � 1w .1 NIL' �SSJONAL 43-1-51 PAUL D. MULDOIWNEY ZONED: M- 1 USE: COMMERCIAL DATE: SURVEY: 24AUG99 F.S. SCALE: DRAWN: 1" = 30' PLC C. I.: JOB NO.: 2' 9610016 DWG: SHEET: NO-SHT2 2/2 FREDERICK COUNTY, VIRGINIA '1d30 ABBREVIATIONS 1N3Wd013A30I9NINNVId .d0 ASSY. ASSEMBLY BF BASEMENT FLOOR L 10® ® BLK, BLOCK 66619 100 BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT COUNTY OF FREDERICK . 303H BSBD. BASEBOARD X18 C&G CURB & GUTTER OVER z%L 10 37H C7 CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND '� CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE 1F1q1E0r,;::M1Rr,1CX cu" U lq(R H A CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER GENERAL NOTES CONSTRUCTION NOTES DS DOWNSPOUT 1 . The property delineated on this plan is located between Interstate 81 and Route 661 , Welltown Pike, in the Stonewall EOP EDGE OF PAVEMENT FF FIRST FLOOR Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct an addition to the 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be FFE FINISHED FLOOR ELEVATION existing building for use as office and storage space on the 3.57 acre tract. The presently tract contains 24,262 square feet of responsible for determining the exact location of all utilities before commencing work and for any damages which occur by FDC FIRE DEPARTMENT CONNECTION mini -storage buildings and a 4,064 square foot building which is used for office, maintenance and storage, the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on FG FACE OF GUTTER these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the FH FIRE HYDRANT 2. Property Owner/Developer: Contact: Mr. Paul Negley facility and assure the continuance of service. F.L.S. FIRE LANE SIGN Paul Negley Go, GAUGE 127 Mercedes Court GM GAS METER 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of GV GAS VALVE Winchester, VA 22603 Telephone: 540-665-2792 approved plans and revisions sholl be kept on -site at all times. HCR HANDICAP RAMP Engineer/Landscape 4. Architect: Contact: Mr. John Lewis HB HOSE BIB 3. Cut and fill slopes shall not exceed 2-horizontol to 1-vertical unless otherwise called for on the plans. HDR CURB 6` HEADER CURB PAINTER-LEWIS, P.L.C. HP HIGH PINT 302 South Braddock Street, Suite 200 4. Controlled Fills: HTR. HEATER Winchester, Virginia 22601 Telephone: (540) 662-5792 A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as IPF IRON PIPE FOUND designated on the plans. IPS IRON PIPE SET 5. Property boundary and topographic information shown on these plans was provided by Furstenou Surveying, Inc. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D INV INVERT 698. Density shall be verified by a qualified soils engineer. LP LOW POINT 6. Site Data: C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the a LT, LIGHT Parcel Area: 3.5704 acres existing ground surface, unless otherwise approved in writing by a qualified soils engineer. �, `' PIN: 43((A))52 D. The surfaces directly beneath areas to receive controlled fill ore to be cleared, grubbed, and stripped of topsoil. MLP METAL LIGHT POLE ITE MPD MULTI -PRODUCT DISPENSER Zoning: B-3 The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be sr �c Use: Office, Equipment Storage, Self Service Storage placed thereon. BOX Front Yard Setback: Required - 35' Provided - 35'+ E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, MB MAIL MSP METAL SIGN POST Interstate 81 Setback: Required - 50' Provided - 50'+ oversized stones, rocks, sandy soil, or other objectionable material. NDC NOSE DOWN CURB Rear Yard Setback: None N.P.S. NO PARKING SIGN Side Yard Setback: Required - 15' Provided - 15'+ 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. NRT NO RIGHT TURN Maximum Building Height: Allowed - 35Proposed-18'+/- NTS NOT T❑ SCALE Maximum FAR: Allowed - 1.0 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. GAIN _ ' OHE OVERHEAD ELECTRIC Existing Buildings = 28,326 sf STONEWALL DIS IOCT LINE ❑HT OVERHEAD TELEPHONE Proposed Buildings = 4,128 sf 7. BENCHMARK: finished floor elevation of the existing building on the site - elevation = 718.50. MUM PIV POST INDICATOR VALVE Proposed Total Floor Area = 32,454 sf = 0.208 FAR Rt. FARM PL PROPERTY LINE 8. All radii indicate edge of gravel, edge of paivement or face of curb as applicable. PP POWER POLE 7. Parking Lot Landscaping Requirements: PVMT PAVEMENT See Landscape Notes 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. l VICINITY MAP SCALE: 1 "=2000' RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN 10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site 8. Parking Space Requirements: RED. REDUCER construction activities. R.❑. ROCK OUTCROP Property Line Setback: Required - 5' Provided - 5'+ SAN, SANITARY Self Service Storage - 24,262 sf Required - 1 per 5000 square feet = 5 spaces 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as STD. STANDARD Office Space: necessary. T.B,D. TO BE DEMOLISHED Existing Office = 864 sf T.B.R. TO BE REMOVED Proposed Office = 1488 sf 12. All site and buildinglighting,if an shall be installed to avoid spill -over onto adjoining properties. T.B.P. TO BE PRESERVED Total Office Space = 2352 sf Required - 1 per 250 square feet = 9 spaces y' p 1 g p p TB THRUST BLOCK Warehouse/Storage Space: TC TOP OF CURB Existing Storage = 3200 sf ZONING ADMINISTRATOR DATE - TEL. TELEPHONE Proposed Storage = 2640 sf APPROVED TRB TELEPHONE RISER BOX Total Storage Space = 5840 sf Required - 1 per employee = 5 spaces TVRB TELEVISION! RISER BOX ���©���(a�, �0��� �������� Total Required - 19 Provided - 20 s e TYP TYPICAL Loading Space Requirements: Required - none LANDSCAPE NOTES SITE PLAN EXPIRES FI\VE(5) YEARS FROM DATE OF APPROVAL UGE UNDERGROUND ELECTRIC 1. Frederick County Landscaping Tabulation: XFMR ELECTRIC TRANSFORMER 9. Handicap Accessibility: Zoning: B-3, Industrial Transition District WL WATERLINE HC parking spaces shall have a maximum slope of 1:50. Landscape Area Required: 25% x 3.5704 acres = 0.89 acres WM WATER METER HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. Existing Impervious Area: 97,926 sf or 2.24 acres = 63% WPP WOOD POWER POLE HC ramps off site shall be constructed per VDOT standards. Proposed Impervious Area: 6,000 sf WSP WOOD SIGN POST Total Impervious Area: 100,926 sf or 2.32 acres = 64.9% , LIST Off' DRAWINGS: FINAL SITE PLAID WTP WOOD TELEPHONE POLE 10. Buffering Requirements: Landscape Area Proposed: 1.2504 acres or 35.1 % APPROVED WV WATER VALVE The adjacent zoning to the north and west is 83 which requires no buffer. SHT. 1/2: COVER SHEET �099 The adjacent zoning to the east is RA used as right-of-woy for 1-81 which requires no buffer. Parkin g Lot Landscaping RADIUS IN FEET ATE X0 The adjacent zoning to the south is B2 which requires a B type buffer. The buffer is in lace. x00,00 PROPOSED SPOT ELEVATION I g q YP p Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter SHT. 2/2: SITIE PLAN L g x(00,00) EXISTING SPOT ELEVATION parking perimeter = 99 feet 11. Environmental Features: shade trees provided = 99/40 = 2 Wetlands - No wetlands have been identified on the site. Flood plains - No flood plain area has 'been identified on this site. Interior Landscaping Required: 1 shade tree per 10 parking spaces Sinkholes - No sinkholes have been identified on this site. total parking spaces = 9 Steep Slopes - No steep slopes have been identified on this site. Steep slopes are defined by the Frederick County shade trees provided = 9/10 = 1 Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick 5% of interior to be landscaped interior area = 1620 square feet County Code as including largely mature trees in groves greater than 1 /4 acre. required interior landscape area = 81 SF interior landscape area provided = 400+/- SF EROSION AND SILTATION CONTROL NARRATIVE 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Project Description Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. The developer proposes to expand and existing building and construct associated parking areas. The total area of 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the disturbance on the parcel is approximately 7500 square feet. No erosion and siltation controls are proposed. A storm water event that discrepancies exist. Supply unit prices to the Owner at time of bidding. management pond was previously constructed to serve this area. Site grading will direct runoff from the proposed impervious areas to this pond. The limits of clearing and grading are restricted to the limits of the parcel. 4. 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. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum �LT�f size on any plant will result in rejection of that plant. «' 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. JO C. EWIS 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 punting beds so as not to impede surface drainage. No. 021621I 8. Locate trees a minimum of 3 feet from walls or walks, if possible. AL 9. 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". 10. Use shredded hardwood bark mulch in all planting beds. 11 . Remove all togs , twine and containers from installed plants. Roll back burlap one third on all B&B plants. �j n 12. Plant substitutions are permitted with consent from the Landscape Architect. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 13. 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. Telephone (540)662-5792 Facsimile (540)662-5793 14. 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. JOB NO,: 9610016 SHEET: 24AU099 1 /2 V