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HomeMy WebLinkAbout27-02 McElroy Metal Bldg. Addition - Stonewall - Backfile (2)ROY ABHRLVIATI'ONS APSY. ASAS MBLT FLOOR B, SE EN LO R B BLO .K E'L h C BC BOTTOM OF CURB Mc,ALBML BUILDING MOUNTED LIGHT ADDI,T,IONS 01 6.0' SCALE: 1"=E0' 180, "LIRt/EE ARC DEL TA RAD105 TANGENT CHORD BEAR/NO CHORD 1C 1 .78. 54 ' 90 00 00 " 50 00 ' 50. 00' N85 29 :?8 '!Y 70. 77 ' AST I PLACE CONCRETE_ NNUT D U 7f"Q_.D .pRR A E M E Y I PP E fJ U A� D Q ETH LE pp RR pM TALL PIRpee �v A �O RB A�R METAL PIPE ARCH EOP 1.1 BBR HPR CURB HTR. IP F IPS INV LP. MLP MPD MB MH NDC N.P. S. NRT NT OS HT P PVMT RCP RED, R.O. SAN, STD, T.B.D. T.B.R. T.B.P. Tg TEL. TRVRB TYP UGE XFMR WVL UM WSP WTP WV x 0.00 x 00,00) PLANT LIST VEM EN T NON GAS METER GAS VALVE HANDICAP RAMP H©SE BIB 6'' HEADER CURB HiGH POINT HEATER IRON PIPE FOUND IRON PIPE SET. INVERT LOW POINT LIGHT METAL .LIGHT POLE MULTI -PRODUCT DISPENSER MAIL BOX MANHOLE METAL SIGN POST AD ELECTRIC AD TELEPHONE I_DICATOR VALVE CONCRETE PIPE TCROP TOBDEMOLISHED E TELEPHONE RISER BOX TELEVISION RISER BOX TYPICAL UNDERGROUND ELECTRIC ELECTRIC TRANSFORMER WATERLINE. WATER METER WOOD POWER POLE WOOD SIGN POST Wf D %EPHONE POLE PROPO ED SCOT ELEVATION EXISTING SPOT ELEVATION CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information, The CONTRACTOR shall be responsible: for determining g the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR utilities other than those shown on these plans, the should encounter ut i s o_e ho p n, CONTRACTOR shall immediately notify the engineer and take and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approvedconstruction drawings prior to the start of construction, At least one copy of approved plans and revisions shall be kept on -site at all. times. 3. Cut and fill Slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in ail fill sections for pavement, trenches for utilities and inother areas as designated on the plans. B. Controlled fills shall be compacted to 957 density as determined by methods per standard proctor ASTM D 698, Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 3 inch lifts (loose thickness) to the specified density, beginning from, the existing ground surface, unless otheirwise approved in writing by a qualified soils engineer, D. The surfaces directly beneath areas to receive. controlled fill ore to be cleared, grubbed, and stripped of topsoil. 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 placed thereon. E. Fill material sholl be, taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5, Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 7; The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 8, The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 9. The CONTRACTOR is responsible for the installation of any controls which may be required by the local inspection authorities and the Virginia Erosion and Sediment Control regulations. KEY OTY. BOTANICAL NAME COMMON NAME SiZE SPACING TL 12 Tilia, cor'doto Littleleof Linden 2112" B&B 30' o.c. SIZE INDICATES PLANT HEIGHT AT TIME OF PLANTING 43((19))7 I LUA/( PROPERT/ES TORN & ASSOCIATES ZONED.- U 1 ZONED.- U 1 I I US, :• IiNDUSTRIAL USE:- COMMERCIAL D. B..•644, PG..•70 D D . 96`6, PG.. 1224 N40 °29 28 "i I I I 4,3((19))21 I MCELROY VETAL C0 I M/LLS, /✓VC. � �� � I I 43((19))1'9 0 �, I 43((19))52 WINCHES TER CASi Z-T � � ZONED. M 1 � I L MAK PROPS-RT/ES CO., i,AIC USE. U.4iVUF.41G'TUfi'//VG I ZONEDD.• M1 cal LOT AREA.• 4. 99 acres I ZONED.• U 1 USE: VACANT LAND 46f.• INDUSTR/AL I D. E.•597, Pi ..• 116 I D. D .•966, PG.. 1226 D. D ••595, PG .•274 I-1I1I11I1II11�I�l11I11 I11�� I 0 L -- ( O S40029 28't 1 ry e McGEE ROAD Rt. 861 4,.3 19 20 43 1-Q24 I r s 43( 19 23 JAU S )T & WAL TER )S do I I JOHN D. AN)WAGOMR JESS/E S. W/LSON 8EE7TY A. iWILSON ZONED.• M1 ZONED M1 ZONED. M1 I USE • /VDUSTRIAL USE • INDUSTRIAL USE- INDUSTRIAL t D 8...•8J , PG-. 1,348 D. B..•595, PO .•409 D. B..•745, PG..-JI 43((>9))38 TORN & ASSOC/AYES LTD. P,4RTNERSH/P ZONED.- A9> g USE. /NOUSTR/AL g D. B.: 74.3, FG:: 1298 GENERAL NOTES 1. The property delineated on this plan is located at the intersection of McGhee Road (Route 861) and Tyson Drive (Route 863) within the Stonewall r i iStonewall r i i . industrial al Pvrk n the Maglste al District, Frederick County, Virginia. The owner proposes to construct two building additions to the existing steel building as well as ,provid"e the appropriate amount of parking required. The first building addition will cover 2,400sf and be used for manufacturing purposes. The second building addition will be used for office purposes and cover 1,800sf. The office addition will be built in two phases, (Phase 1 will cover 1,200sf, Phase 2 will cover 600sf.) 2. Property Owner/Developer Contact: Mr. Dan Owens McElroy Metal, Inc 325 McGhee Road Winchester, VA, 22603 Telephone-, 540--667-2500 3. Engineer: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Property boundary and topographic information shown on these plans was created from given information. 5. Site Data: Parcel Area: 4.99 Acres PIN: 43((19))21 Zoning: M1 (Light industrial District) Use: Manufacturing/Industrial Front Yard Setback: Required - 75' Provided - 76' (McGee Road) Front Yard Setback: Required - 75' Provided - 76' (Tyson Dr.) Rear Yard Setback: Required - 25' Provided - 54'+ Side Yard Setback: Required - 25' Provided - 160` Maximum Building Height: Allowed - 60' Proposed Addition -30'> Maximum FAR: Allowed - I *0 Provided - .33 Existing Floor Area= 67,707sf Proposed Floor Area = 4,200sf Total Floor Area Proposed = 71,907sf 6. Environmental Features: Wetlands - No wetlands have been identified on this site. Flood plains - No Flood plains exist on this site. Sinkholes - No sinkholes 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. 7, Landscaping Requirements: Greenspace Required= 25% (or) 1.25 acres Greenspace Provided= 30% (or) 1.52 acres (Total Bldg. Area Coverage= 71,907sf) (Total Pavement Coverage= 76,723sf) (Total Concrete Coverage= 2,520sf) Perimeter Parking Lot Landscaping= (1) tree per 40' of perimeter 562' perimeter/40= 14 trees required Interior Parking Lot Landscaping= (1) tree per 10 parking spaces 49 spaces/10= 4.9 trees required, Total Parking Lot Trees Required= 19 Existing Trees To Be Preserved= 7 Proposed Trees= 12 Total Parking Lot Trees= 19 5% Parking Lot Greenspace Required= 2,040sf parking area A 0 05= 1020.15sf Parking Lot Greenspace Provided= 2,000sf 8. Buffering Requirements: None 9. Parking- Space Requirements: Property Line Setback: Required - 25'(R CI"W ) Provided - 26' Office Parking: (1)space per 250sf= 4,350sf/250= 17.4 spaces Manufacturing Parking: (3)spaces per 4 employees= 32 employees (max. shift)/4= 8x3= 24 spaces Total Existing Spaces= 46 Existing Spaces to be Removed= 10 Proposed Spaces to be Added= 10 Total Spaces Provided= 46 including (2) HC 10. Loading Space Requirements: (1) per 40,000sf 71,907/40,000=1.79 spaces required Loading Spaces Existing= 4 11. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. HC ramps off site shall be constructed per VDOT standards. 12. Site Lighting: No additional lighting is proposed for this site See plans for locations of existing exterior lighting. (All site lighting shall be shall be shielded and/or directed away from adjoining properties and right-of-ways.) 13. Outdoor Storage: No additional outdoor storage is proposed for this site See plans for the location of existing outdoor storage areas and required screening. 14. Trash Receptacles: No additional Trash Receptacles (Dumpsters) are proposed for this site See plans for existing dumpster locations. 15. Signs: No additional signage is proposed for this site See plans for existing sign locations. 16. Storm Water Control: The northeast portion of the site currently drrains to the existing storm water management facility located adjacent to Welltown Pike The rear of the buildings and site drain to an e.,isting detention area located in the northwest corner of the site No additional storm water management is proposed to be constructed in conjunction with this site plan TRAFFIC IMPACT DATA DATA SOURCE: ITE MANUAL. SIXTH EDITION LAND USE: 140-MANUFACTURING TRIPS BASED ON EMPLOYEE COUNT TRAFFIC IMPACT 0 ROUTE 861 PROPOSED MAXIMUM EMPLOYEES = 58 WEEKDAY 2.10 X 58 = 122 TRIPS AM PEAK HOUR: 0.39 X 58 = 23 TRIPS PM PEAK HOUR: 0.40 X 58 = 23 TRIPS 'FREDERiCK COU NOT TO SCALE VICINITY MAP SCALE: 1 " = 2000' LIST OF DRAWINGS: SHT. '112: COVER SHEET SHT. 2,"-: SITE PLAN flDIAL SITE PL.A fr >.• PP 130VED 41 y l a' -c,� I RECEIVED S E P 3 0 2002 DEPT. OF PLANNING/DEVELOPMENT �� S /0�0//Oz ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL 021621 w�v� NAL_E11 I T -L 9 Po LaC© 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 email: pain tlewQearthlink,.net SHEET; JOB NO.: 0204023 1 / 16MAY02 LATEST REVISION DATE, 16SEPT02 0 PROPOSED GRADE 54" 30" —12" x 18 STND. JRESERVED a PARKING J STND. U-CHANNEL POST L VAN ACCESSIBLE P[NALTr t+oo-Soo TON• -AWAY LONE VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN --� RESERVED PARKING PER PL PENALTY t,00-W TOW -AWAY ZONE HC SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE DUMPSTER PAD DETAIL (OPTIONAL) NO SCALE 10'x10' 4" CRUSHED STONE (3000 PSI) 6" CONC 6 X 6-2.9 WWF(1.5" MIN CLEAR) 2" SM-2A - 8" 21-A COMPACTED SUBGRADE -III-III- I �, � h l- ON SITE PAVEMENT DETAILS NOT TO SCALE NOTE MATCH EXISTING SIDEWALK PAVEMENT cD 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5' Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE DUMPSTER SCREENING FENCE Nn ';(.Al F 2x4 TOP RAIL 1x6 BOARD,-_ FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL — 8'-4x4 POST 0 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 12" DIA. POST HOLE, I I 33" FILL W/CONC. �I BE PRESSURE TREATED YELLOW PINE NO. 2. L_J TO BE HOT -DIPPED GALVANIZED. _-1— r INIPuby TO FACE ADJACENT PROPERTY. - ! � EX. FN wPP OH£— GK'f • • Y-_ • • • • • . • • •� - - _. 5 G C _ • _ _ . _ -- �f _ 'PAR SET&1 _ K/N K I - EX 1,00 v� 721 25' REAR BRL v PR. LQCATION FOR "" ! RELOCATED EX. A01' METAL BLDG. APR,. L01C' OF EX EVERGREEN 5,rOR40,r AREA SCWEEN REAI0i2r AND EX a45 METER ( a REPLACE ALL 09NC OR DEAD TRtTS INSTALL u i W I NEw PLANT MATERuI AS SPEC/F/ED ON THE APPROVED r 2� I r+ SITE PLAN R£K/S/ON.- IJI -98 DATED &4,y 12 1999. EX Z4IYN K000BLE ROW OF 6' EVERGREEN TREES _SPACED 8 4000 -- j • CENTER TO CENTER) PR PLANT 41ATER/AL TO MATCH EX ENTRANCE EX. METAL BLOC 719 1 EX El�ERCREEN TREES. w/ 5: 5' CONC FLOOR AREA= APRX. 80s/ • 51r04P RELOCATE AS SHOWN. PROVIDE POWER AND 1?0 �• � � BOMUNIC TIONS AS REO D -EX. +�� �� �. +�.� OWNER .y 8 121 z_'r OUTDOOR EX ENTRANCE o EX. LUMBER, PALATES, AND OTHER MISC. ❑ L� ?�' GRAVEL STORAGE AREA w/ 5a5' CONC PR. BUILDING 42 - MATERIALS CURRENTLY BEING STORED IN THIS ST00P TBR ADDITION AREA SHALL BE RELOCATED TO THE APPROVED -,- PR. USE: EX. GRAVEL STORAGE AREA ON THE OPPOSITE. ri MANUFACTURING EX. EOP SIDE OF THE BUILDING BEFORE ANY NEW BLDG. FLOOR AREA= 2,400sf PERMITS ARE GIVEN FOR THIS SITE. At F F E.= 723.00 MACXRAO,ANDRS, SCREENING FENCE ENCLOSURE TO REM*N 1 Q I it EXTERIOR BLOC. LT. EXISTING SUIL DING £X `°'"° ! I ( USE OFFICE11YANUFACTURINC EX CURB TOTAL FLOOR AREA= 67, 627sf • F• F_ E = 72-T 00 £X ELECTRrcAL coN0017 PR. BUILDING APRX. LOC. OF EX. DUMPST£R ADDITION #325 MCGEE ROAD Ex Lc>A°'"c �h ND 6' HIGH SCREENINC FENCE PR. USE: OFFICE \� RELOCATE AS 4VDIG41'Z_D PHASE 1 FLOOR AREA= 1 EX £N7R4NCE EX XFMR ON �1 118 CONC STOOP CONC PAD £.0 EXTERIOR BLDG. LT. PHASE 2 FLOOR AREA= X EXT£R/UR BLL� LT EX. HC PARK/NG TBR 600sf EX LOADING I EX 16, OVER- H EX. 16' 0l2rR- E� AD P F.F.E.= 723.00 h C • HEAD 90019 PR. GATE . Y PER OWNER SPEC. 1N9 .37.00 • EN7R� EX� EX ENTRANCE TBR - • h £X. CURB +yam `� EX. COP ?0.00' OGb" £X. OFFICE AREA PUTTER N wPPCk UT AND REMOVE EX. T 1 CCURBg AND PVMT. — (t N c W ti. WFILL TO ACHIEVE 11 � IS E-X• LAWN £.0 CURB 66' i y EX CONC NALK TBR £X. 4 " wL POSITIVE DRAINAGE. �, a {� EX. C[.WC. WALK CUTTER EX ASPHALT PHASE 2 FIELD FIT- EX. �" S4N L4T £.0 EXTERIOR BLDG LT PR. LOG. FOR EX I £X. SHRUBS TBR 7S FRONT BRL I DUMPSTER AND 6' HIGH �W TO PR. BLDG. ` -- EX. ENTRANCE APRX. LOG. OF EX. ROOF L/NE SEE ARCH. PLANS �'�'� �� �� BOARD SCREENING FENCE. ` 720 FOR DOOR LOC. EX. 1/ULCH BED IE ' 1 / END PR. SW. MATCH EX. T INS AS 0 . R �y ; Rfi pCATE EXTREE R. AWC LIN E I EX ASPHALT 719 S S OWN 55 / EX TREE �> i SAW NDLIVE, IN TALL PR. FEMO EX SW A NC. I SEA/ EX 00AoC SW. MAINTAIN EX. TC ELEVATIONS IN I PR. HC SIGN '--ERADICATE AND RESTRIPE cps (7w) FRONT OF PR. BLDG. THEN SLOPE O -Lfi PR. SAWCUT LINE EX. PARKING SPACES AS EX. LAIhV 4./ 718 TO MATCH EX TC AS REO'D 1M( PR HC RAMP SHOWN WI TL 1 E_X RELOCATED TREE_ STRIPEFIRE LANE AND PRpy ! SIGNAGE CNO PARKING FIRE LANE") PR. HC SIGN EX CURB/� A- DIR-- ED BY E MARSHAL. 25' PARKING SEZMa 55 / EX ASPHALT CUTTER --'t- EX. fop EX EOP 717 / o o EX MH TL L 07_ TL TL QZA*,V r G� EX. 15' CMP 7 11,00, EX LAWN EX 15 COP - EX FH REMOVE (8) EX._- / _ CURB/ fX. WA/�"- WHEELSTOPS AND - - - ___ _ _ -. 55 EX BUSINESS SIGN CUTTER ERADICATE STRIPES / fs" CAP CUTTER TOP= 71J 5 95 / EX. 15' CMP 8S4,V SEw mrop _._ _. £OP 1,a IIM c G E E R G A D 35 MPH � I�� 122 1�3 �� 12A 115 1� o � fT'T� EX 1?awl —w_ L O ►� —wl _ -- --- — — II 0//E I TEMPORARY PLUG AT END OF LINE ADED END AND CAP RISER (LENGTH VARIES) 4 X 4 WYE OR 6 X 4 WYE SANITARY LATERAL FLOW VALVE BOX DETAIL STANDARD POLYETHYLENE RISER WITH CAST IRON LID (OR EQUAL) SAN ITARY LATERAL C LEAN 0 UT D ETAI L NOT TO SCALE I NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. I(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 DO NOT COVER ROOT CROWN. 3" MULCH Y SAUCER AROUND TREE 4 5' EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT --- UPRIGHT STAKES EXTENDED TO IFIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING 4'-0" 45 ,OtL Mtx 3,, J ile ,0 MIN SECTION PROVIDE (12) 2" MINIMUM CALIPER TILIA CORDATA— AMERICAN LINDEN TREES FOR PLANTING. 30' 0' 30' SCALE: 1 "=30' .10 cf) V) Z Z w W C) 00 O I' —j Q, � J � L'j `` o = v cn w Q C) Z � z Z W Cr a rn CO 4 CO O w J I— U W O IY < J a Y Z�Z O Q_ 0 H 0 Q Z 00Z0 � :Dz U U m J Y Q U Q W O W • o o aO N M �(D (n N C)0) r O N L Ln C 04 ! C �� O v WO t>J u 0 3 O D v c L1.1 m � 0 . Q v .� � acn 0)U p-_ Z tttti. u 0 O � Z ~ o LL W QN a° M i IIzIt LLJ I 'I III +IIII D Z Z CD OZ own *mk"mus,& U LL.1 "f H /H; C. LEWIS 9 No. 21621 oo��ss ,10NAL _ DATE: SURVEY: 16MAY02 GIVEN INFO. SCALE: DRAWN: 1 "= 30' PLC C. I.: JOB NO.: 1' 0204023 DWG: SHEET: McM-sht2 2/2 �� SCALE: 1^=60' "ItY7k2� �/�� /�ZJ� /�&��/�' /�/W�f7YT CH%RO 8,�ARXVO CHl2fB7 `�TAlrOWS BLK. BLOCK BC BOTTOM OF CURB -~ L BML BUILDING MOUNTED UCHT BSBD, BASEBOARD WNSPOUT E EDGE OF PAVEMENT � E � I������A�f���T-��NNPNI0N LSi a. RED. TB TC TRB TVRB TYP UGE XFWR WL mM VYPP VYSP WTP WV 5' `-_--' PLANT LIST GAS METER GAS VALVE HANDICAP RAMP HPSE BIB 6" HEADER CURB HIGH POINT HEATER IRON PIPE FOUND IRON PIPE SET INVERT LOW POINT LIGHT METAL LIGHT POLE DISPENSER MAIL BOX MANHOLE METAL SIGN POST NOSE DOWN CURB NO PARKING SIGN NO RIGHT TURN OVERHEAD TELEPHONE rR WE POLE PAVEMENT CONCRETE PIPE DUC ROCK OUTCROP SANITARY STANDARD TO BE DEMOLISHED TO BE REMOVED TO BE PRESERVED To URB TELEPHONE TELEPHONE RISER BOX TELEVISION RISER BOX TYPICAL UNDERGROUND ELECTRIC ELECTRIC TRANSFORMER WATERLINE WATER METER WOOD POWER POLE WOO 'SIGN POST WOOD T[LEPHONE POLE RADIUS IN FEET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION CONSTRUCTION NOTES 1. The existing utilities shown on these pions orebased, on available information, The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shdwn on these cJong' the CONTRACTOR shall lrnrnediote|v notify the engineer and ���e the necessary and proper steps to protect the focHity and assure the continuance of s�ervhze. 2. The CONTRACTOR shcd| have approved construction drawings prior to the start of construction, At least one copy of approved plans and revisions ahok be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in oil fill sections for pavement, trenches for utilities and in Other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTW D 698. Density sho|l be verified by a qualified S0US engineer. C Controlled fU|sahoO be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surfoce, unless uth8rvvise, approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled 0| ore to be c|ear8d, grubbed, and stripped of topsoil. The area is then to be ScOrified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material ehn|| be token from approved borrow areas. It shall be deoo soil, free of roots, woody vegetqtipn. Oversized stones, ruoks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 75 feet of existing utilities without owner permission. G. All radii indicate edge of gnzvc, edge of pavement or face of curb as applicable. 7. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 8. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 9. The CONTRACTOR is responsible for the installation of any controls which may be required by the |oC0| inspection authorities and the Virginia Erosion and Sediment Control regulations. KEY OTY, BOTANICAL NAME COMMON NAME SIZE SPACINC SIZE INDICATES PLANT HEIGHT AT TIME OF PLANTING Ld 01 dA W -5 7.- WA L TE _R S. JOHN D. VAN WACONER CTOAN & A SSOCIA TES ,/,C55/E 5. WILSON 8,E77Y A. WILSON ZONED. - M I L T49 2 PARZMERSHIP IAL - GENERAL NOTES 1. The property delineated on this plan is located at the m1ersectk)n of McGhee Rood (Route 881\ D 863\ within the Stonewall Industrial Pork. \n the Stonewall Wogistnrim| District, Frederick County,Virginia. Theownerproposes to construct two building `�dd�k)ns to the existing steel building as well as provide the appropriate amount Of parking required. The first building addition will Cover 2.400sf and he used for manufacturing pWrpoaes. The second building addition vviO be used for office purposes and cover1,800sf. Thq! office addition will be built in two phases, (Phase 1 will cover 1�200sf, Phase 2 will cover G(}Osf.\ 2-, Property Ow/Deye|qper Contact: Mr. Dan {)vVenS McElroy Metal, Inc 325 McGhee Rood VVinChester, VA 27603 Telephone: 54{)-667-2500 3. Engineer: Contact: W/, John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 700 VYinohes1er, Virginia 22601 Telephone: /540\ 662-5792 4. Property boundary and topographic information shown on these plans was created from.given information. 5. Site Data: Ponoe| Area: 4.99 Acres ' PIN: 43//19\\21 Zoning: M1 (Light Industrial District) Use: k4onufocturing/Iodus\rio| Front Yard Setback: Required - 75' Prov�ed - 75' (McGee Rood) Front ford Setback: Required - 75' Provided - 75' (Tyson Dr.) Rear Yard Setback: Required - 25' Provided - 54'f Side Yard Setback: Required - 25` Provided - 160' k4oxinunn Building Height: Allowed - 60' Proposed Addition -30'> Maximum FAR: Allowed - 1.0 Provided - 33 Existing Floor Areo= 67.707yf Proposed Floor Area = 4.200yf Total Floor Area Proposed = 71.907sf 5. Environmental Features-. Wetlands - No wetlands have been identified on this site Flood plains - NV Flood plains exist on this site. Sinkholes - No sinkholes hove 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. 7. Landscaping Requirements: Greennpooe Required= 75% (or) 1.25 acres Greenspoce Provided= 30% (or) 1.52 acres (Total Bldg. Area Cnveroge= 71.907sA (Total Pavement Coverogo= 76.723sf1 (Total Concrete Cove'oge= 2.520ef\ Perimeter Parking Lot LondGcoping= (1) tree per 40' of perirnetef 567' perinneter/40= 14 trees required Interior Parking Lot Londsooping= /1l tree per 10 parking spaces 49 apocoS/10= 4.9 trees required Total Parking Lot Trees Required= 19 Existing Trees To Be P/eyerved= 7 Proposed T/ees= 12 Total Parking Lot Treea= 18 5% Parking Lot Greeospoce Required= 2`040sf parking area x 005= 1020 15sf Parking Lot G/eenspoce Provided= 2'000of 8 Buffering Requirements: None 0 Parking Space Requirements: Property Line Setback- Required - 25'/R.O.VV\ Provided - 2[' Office Po/king: (1)apncr per 250nf= 4.350nf/250= 17.4 spores Manufacturing Parking: (3)spaces per 4 erop|oyees= 32 employees /onox. shi{t\/4= 8x3= �4 spaces Total Existing 3pOceS= 45 Existing Spaces to be Rernoved= 10 Proposed Spaces to be Added= 10 Total 3pnrns ProvWed= 46 including (2) HC 10. Loading Space Requirements: /1\ per 40.000sf 71.407/40.000=1.79 spaces required Loading Spaces Exiutiog= 4 11. Handicap Accessibility: HC parking spaces 8h(d| have o nnoxirnuno slope of 1:50. HC /onnps on the site yhoU have detectable warning surface per ADAAG 4.7 and 4.29. HC /ornps off site shall be constructed per VDOT standards. 12. Site Lighting: No additional lighting is proposed for this site. See plans for |uootiOna of existing exterior lighting. (All site lighting shoU be nhoU be shielded and/or directed away from adjoining properties and right-of-ways.) 13. Outdoor Storage: No additional outdoor storage is proposed for this site. See plans for the location of existing outdoor storage areas and required screening. 14. Trash Receptacles: No additional Trash Receptacles /Durnpoters\ are proposed for this site. See plans for existing dunnpyter locations. 15. Signs: No additional sigoOge is proposed for this site See plans for existing sign k)cOtiuma. ' 18. Storm Water Control: The northeast portion of the Site currently drains to the existing storm water nnonogennent facility located adjacent to VYeU\own Pike. The rear of the buildings and site droin to on exist iog detention area located in the northwest corner o/ the Site No additional storm water management is proposed to be constructed in conjunction with this site plan. DATA SOURCE: ITE UAL. SIXTH EDITION LAND USE: 140-WANUFACTVR|NG TRIPS BASED ON EMPLOYEE COUNT - TRAFFIC IMPACT 0 ROUTE 861 PROPOSED MAXIMUM EMPLOYEES = 58 WE[xDAY� 2.10 X 58 = 122 TRIPS AM PEAK HOUR: OJA X 58 = 23 TRIPS PM PEAK HOUR: 0.40 X 58 = 23 TRIPS FREDERI NOT TO SCALE VICINITY KJ| 7-�� MAP /\ F� V | ��� � \/ | � � |V\ �\�~ SCALE: 1'' = 2000' ���7` �� ���`���J���' ��°^ °� ��^=""^~""' ')HT. 1COVER �HEET S H T 2 SITE PLAN » RECEIVED ^�~0 - -�� mED SEP 3 M0� � A � .°"�DEPT. oPPLANNiNGIDEVELOPMENT ZONING ADMINISTRATOR DATE APPROVED �������|���,�N �k������U� v x x^����_| x���v� COUNTY, / , �n, x�^x��o�� SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL A,3% V� N�nd��I����� � 0-E0��n"�_~Q�" ����1��� FmL(Jk;o 302 South Braddock Street' Suite 200 VVincheSfer, Vlrginio 22801 Telephone /54[)1�362-5792 Facsimile /540\662-5783 email: point|eVv0eOrth!ink. net SHEET' JOB NO: 0204023 2 LATE$T REVISION DATE,: 16SEP102 w 54" 30" —12" x 18" STND. J RESERVED PARKING STND. U-CHANNEL POST � N ACCESSIBLE PENALTY 1100-500 tUW-AWAY ZONE VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN --� RESERVED PARKING PER PL PENALTY 1+00-51x1 Tow-AWAr 2anE HC SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE DUMPSTER PAD DETAIL (OPTIONAL) NO SCALE 10'x10' - 4" CRUSHED STONE (3000 PSI) 6" CONC 6 X 6-2.9 WWF(1.5" MIN CLEAR) 2" SM-2A 8" 21-A - COMPACTED SUBGRADE 117, ON SITE PAVEMENT DETAILS NOT TO SCALE NOTE MATCH EXISTING SIDEWALK PAVEMENT 8" TURNDOWN 4' CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TURNDOWN SIDEWALK DETAIL DUMPSTER SCREENING FENCE NO ';(.Al F 2x4 TOP RAIL — 1 x6 BOARD,-_ FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL — 8'-4x4 POST ® 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. BE PRESSURE TREATED YELLOW PINE NO. 2. TO BE HOT -DIPPED GALVANIZED. r INIJ>NLL) JIUt TO FACE ADJACENT PROPERTY, a 5'-9' 11 33. U NOT TO SCALE I Ak EX. FH wPP GWE G�+'E PROPOSED (,RAf)F TEMPORARY PLUG AT END OF LINE ADED END AND CAP 11 RISER (LENGTH VARIES) 4 X 4 WYE OR 6 X 4 WYE SANITARY LATERAL FLOW VALVE BOX DETAIL STANDARD POLYETHYLENE RISER WITH CAST IRON LID (OR EQUAL) . 5 PAR / Sf 84C . . . • • • K/ 7 ,� SANITARY LATERAL CLEANOUT DETAIL EX EOG �,l 721 NOT TO SCALE I 122 -J NPP 25' REAR 8RL I PR. LOCATION FOR RELOCATED €X, METAL BLDG. APRX LOC OF 0 2 EX fWRCREEN STORAGE AREA SCREEN REAIOI'E AMC EX G4S A/E7ER v J REDUCE ALL 011A1G' OR DEAD TRfS. A'STALL C J N£M' PUNT 07ER14[ AS SPEC/F/E0 ON rhf AR°ROkEP 8' OF 6' 722 EX. L 4*N SITE PLAN RfYIYON JI-98 LNTEO ANY 12. 1999. �1 I H MV / �CIBLE Row fYERYYJPEfN TREES SR4CE0 4000 -- CENTER TO CENTER.,% PR PLANT M441W 4[ TO A(47CH EX £N7i84NCE EX. AIf7Al 8LG1G `� 719 EX E12rRCREEN TREES. w/ 5 �5' CONC FIOf ,WE4 APRX. 80sl- S704P RELOCATE AS SHOWN. PROVIDE POWER AND / COMMUNICATIONS AS REO'D �� �! ��• �� : �• Jam.'_ NOTE: CONTRACTOR TO REGRADE. SOD OR BY OWNER. _EX. UN9V L I HYDROSEED AND STRAW MULCH ALL c X ENTRANCE g EX. 0L/TXOR W/ 5X5' CONC. PR. BUILDING EX. LUMBER, PALATES, AND OTHER M►SC. LJ C1 1�' AREAS DISTURBED AS A RESULT GRAVEL STORAGE AREA STOOP TBR ADDITION MATERIALS CURRENTLY BEING STORED IN THIS 722 - _- -- OF THEIR WORK. AREA SHALL BE RELOCATED TO THE APPROVED - PR. USE: EX. GRAVEL STORAGE AREA ON THE OPPOSITE EX f� r � I (2) UPRIGHT STAKES TO BE USED ON MANUFACTURING SIDE OF THE BUILDING BEFORE ANY NEW BLDG. TREES UP TO 12' HGT. LARGER TREES FLOOR AREA= 2,400sl PERMITS ARE GIVEN FOR THIS SITE.?j EX DUA/PS7ER5, �I TO BE GUYED. �c F.F.E.= 723.00 CONC PAO, AND �) SCREEN/NC FENCE ENCLOSURE TO REA/A/N = TREE WRAP MAIN TRUNK RUBBER HOSE X91M L" ^"Y2" HARDWOOD GUY STAKE - ? PER TREE EX. EXTERIOR 8106, L7 I 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED ry DO NOT COVER ROOT CROWN �. EXISTING BU/L DING Cr L �°/NG X � � � � 3' MULCH 4'— Q " £ CUIPB I 3" SAUCER AROUND TREE USE OFFICE11YANUfACTUR/NC TOTAL FLOOR AREA= 67, 627sf ` 45' £,Y £LEC)rIG4L CONDUIT PR. BUILDING F.F. E = 723. OD EX Z 04,011Vc 1. 4 5' APRX. LOC. OEEX. 011OPS7ER ADDITION #J25 McCEE ROAD '� ( EXISTING GRADE— I h AND 6' HIGH SCREENING FENCE. PR. USE: OFFICE \ SOIL Mrx 1 ^,� RELOG47E AS IMOCA,'Z_ . PHASE 1 FLOOR AREA= `�' ( \ 3 ' -' EX EN7R4NCE EX XFA/R ON 1,200sf �1 113 CONC STOOP CONC PAO EX EXTER/AP &/�L' LT. k I >� SOIL MIX I 1 PHASE 2 FLOOR AREA= K X E.YTER/OR BLOG L7 EX. HC H4RAOW &R I 600sf EX L La40/NC j EX. 16' OWR- EX 16' OvLrR- ' F.F.E.= 723.00 I COMPACTED MOUND TO PREVENT 1 HEAD DOOR HEAO AX%R N I I TREE FROM SETTLING - 6" MIN. HGT — L PR. GATE N1 1. ENTRsWCI- EX. FLL� EX ENTRANCE TBR EX. PER OWNER SPEC. 1 v J?.00'! UPRIGHT STAKES EXTENDED TO ---"`-' \ *c v> EX. CURB 20.00 0.ln' ~- EX OFFICE AREA L" UTTER �, r 2, 400s/ NpP FIRM BEARING CUT �UR BAND REMOVE EX. �'^ _- W W "rr I REMOVE TOP 1/3 OF ALL BURLAP & g I - ROPE FROM ROOT BALL. w 966' BACKFILL TO ACHIEVE _ - I ITT EX. UwN EX. CURB MIN -{X CURB/ POSITIVE DRAINAGE. �„ I j EX CONC WALK TgR £X. 4" wl •� GUTTER EX ASPHALT EX. 4 " S4N 47 Zr EXTERIOR BLOG L 7 , EX CONC WALK - PR I,oc. FOR EX. (PHASE 2)) FIELD FIT- } /� EX. SHRU8S TBR V 11 R E E PLANTING SW TO PR FIELD L EX. ENTRANCE APRX. LOC OF EX. ROOF l /NE 15 FRONT,BRI DUMPSTER AND 6' HIGH _ SEE ARCH. PLANS � 4, �EX BED BOARD SCREENING FENCE. 720 FOR DOOR LOC. ,—.. .�� ��. �.� SECTION .' .. T a ---SS — NI 4 SAtd. tAT S PROVIDE (12) 2" MINIMUM CALIPER TILIA CORDATA— AMERICAN END PR SW. M A1CH E>f: i£. E0, I I I f I � �9- R OCATE EX. TREE R. yyC DN AS R g ' , LINDEN TREES FOR PLANTING. a h EX ASPAII J [L I 0 ^� " J / AS SHOWN. CUT D MO EX. A o $ o 0 EX. TREE (71P) SAW UT LI E. IN TALL R. N .�1 SEW/ EX C IYHEE1S70P SW. MAINTAIN EX, TC LE 14 PR. HC SIGN '---ERADICATE AND RESTRIPETO q•/� 718 ( - FR MT OF EX. X. BOAS REQ pSLOPE, 4o g PR. SAWCUT LINE EX. PARKING SPACES AS EX. LAWN X RELOCATED TREE °� Q6 06 PR. HC RAMP SHOWN. TRIP FI LANE AND PR ON �, ,� ff pp�gg�� PR. HC SIGN 722 EX CURB/ AS DAECTEDOBPARKIEGMARSREHALLANE") 5 EX ASPAW T � EX. OP —� � � EX. EOP ?5' PARE/NG SETB4CK / G!/77FR, _ _ _ \ / 5 717 � o EX. AIH T� � _------- TL _..._ TL L TL O TL __ . -�... — - : - - LAWN __ EX UwN EX 1S" CAIP "==-- ,.._ � EX FH REMOVE (8) EX. __ -- _ _ _. _._ -____ �.� WHEELSTOPS AND - -- --- ___- - --�� f 55 CUTTER -- ERADICATE STRIPES EX BUSINESS S/GN / GUTTERS/EX: CURB EX. SqN. A(H 1 l '~ _ I TOP= 71J.75 95 / 0( 15 COP 8 " S4N SEw _ EX. E� 1 EX 4 e wl--I F If o R O A D 35 MPH 3 121 122 i2� 12A EOP �5,. T26 III RTE 861) 'c — wl-- WZ - EY EX 12'0 wL —�- 1� — IYL " 120 M'L II �� FX 15 " CMP 30' SCALE: 1 "=30 0' 30 m L7 Z 0 w tit Z Z w W � � O ti CL Q W U o = � � 41 Z Q z � Z W Q cr a � N N LLJ cp 1� 4 0 Q J I0- Y ZXa O a < Q W o to Z CN) Z 0 cr V AJ m Y J Q V Q fjJ O in cef ~ LA_ 0 O N 5 (o0)�C N (1)a r IN cf)N N N I" Y U) 117 C 04 I L L V 1 & w �°''t'3 O O -0 % `- 1 -p v v 0 . Lu m u) c . w .c -c a V) N U p +- U C 0 ~ li z] O � W QN a. r4) { I II Z (!1 tL, JW LLJ Z z >_. �.... r...� U LL_1 /H; C LEWIS 9 No. 21621 gO,��ssIONAL DATE: SURVEY: 16MAY02 GIVEN INFO. SCALE: DRAWN: 1 "= 30' PLC C.I.: JOB NO.: 1' 0204023 DWG: SHEET: McM—sht2 2/2