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HomeMy WebLinkAbout49-06 Kohl's Distribution Sit - Warehouse - Distribution - Shawnee - BackfileGENERAL NOTES 1. The property delineated on this plan is located near the Winchester Regional Airport at Route 645, Airport Road in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to convert existing parking space into outdoor storage space for trailers. 2. Property Owner: Contact: Mr. Jan Elkin KOHL'S Winchester Distribution Center 300 Admiral Byrd Drive Winchester, VA 22602 Telephone: (540) 723-4004 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Property boundary and topographic information shown on these plans was provided by Ritchie Surveys, Inc. 5. Site Data: Tax Map No: 64-A-40E Parcel Area: 53.33 Acres Zoning: M-1, Light Industrial District Use: Warehouse/Distribution Front Yard Setback: Required - 75' Provided - 100'+ Rear Yard Setback: Required - 25' Provided - 100'+ Side Yard Setback: Required - 25' Provided - 100'+ Maximum Building Height: Allowed - 60' Proposed - 35'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area=424,384 SF=0.1827 Minimum Landscape Area: Required - 25% Provided - 52% Proposed Building/Pavement Area=1,146,590+/-SF Landscape/Woods/Storm Water Areas=1,173,851+/-SF 6. Parking Lot Requirements: Side Property Line Setback Required - 5' Provided - 25'+ ROW Line Setback Required - 25' Provided - 30'+ 7. Parking Space Requirements: Proposed Office - 26,882 SF Required - 1 per 250 SF=108 Spaces Warehouse Required - 1 per employee on maximum shift Maximum employee shift=150=150 spaces Total Required - 258 spaces Provided - 485 original spaces Proposed Removal - 128 spaces (converted to outdoor storage) Remaining - 357 spaces (plus reserved area for an additional 200 spaces) 'Provided - 14 Accessible Spaces per ADA Loading Space Requirements: Proposed Warehouse - 336,132 SF Required - 1 per 40,000 SF=8 spaces Provided - 156®12'x45' along perimeter of loading area Please note that no striping is proposed for the loading areas. The area is dedicated to loading only. 8. 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. 9. Buffering Requirements: The adjacent zoning is M1 which requires no buffer. 10. Environmental Features: Wetlands - No wetlands have been identified within the construction area. Flood Plains - FIRM Community Panel Number 510063 01158 shows the area adjacent to the Buffalo Lick Run channel. No disturbance of the flood plain area will occur in the conjunction with this project. Sinkholes - No sinkholes have been identified within the construction area. Steep Slopes - No steep slopes have been identified within the construction area. Woodlands - No woodlands have been identified within the construction area. EROSION AND SILTATION CONTROL NARRATIVE 1.) No erosion control devices will be required in conjunction with this project. All adjacent areas are stable. Practices shall conform to the requirements of the Virginia Erosion and Sediment Control Handbook. However, the CONTRACTOR is responsible for maintaining the site such that debris and soil is not tracked onto the public right-of-way and such that any construction activities are conducted to prevent the erosion of the existing stable slopes. CONSTRUCTION NOTES 1.) The existing utilities shown on these plans are based 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 shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2.) The CONTRACTOR shall have approved construction 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 all 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 ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are 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 shall 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). Fire lanes shall be delineated as directed by the Frederick County Fire Marshall. 8). The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 9). All site and building lighting shall be installed to avoid spill -over onto adjoining properties. 10). The CONTRACTOR shall relocate the existing 8' chain link fence as directed by the OWNER. • HL DI T' I M ITIO FA Imi I yi TR�41LE' TOO RAIE= E 'A 10Nil 1 NIMP EAN MS F1 PAm � -T ILL Tri ME rd 1, A 111111110 0,1111 NO 11 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'-0" FRONT VIEW PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE " STEEL DOWELL PRE -CAST WHEEL STOP DETAIL NOT TO SCALE 1/2" CONTINUOUS--,�* 2" #4 REBAR END VIEW 64-A-40J SEARS -SMITH PARTNERSHIP ZONED M-1 USE. VACANT 8.7241 ACRES M ". 64-A-401 BERMEL, MICHAEL J. ZONED M-1uE. VACANT i 23.6972 ACRES 1 � 64-A-400 I� AIRPORT BUSINESS PARC BUILDI ZONED M-1 USE. BUILDING 3.94 ACRES 64-A-40P ' LLC. AIRPORT BUSINESS PARC ZONED M-1 USE: ACCESS 35.51 ACRES 64F-1-8 TRIAD ENGINEERING INC. SECTION 1 LOT 8 ZONED M-1 USE OFFICE 3.67 ACRES 64F-1-6A FAMILY LIMITED PARTNERSHIP SECTION 1 LOT 6 ZONED M-1 USE: OFFICE 10.82 ACRES ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.L.T. 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 7AN,$FORMER WIL WATERLINE s 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 N THE GUTTER OVER AE 10' L NGTMA( YP) LIST OF DRAWINGS: SHEET 1 /2: COVER SHEET AND NOTES SHEET 2/2: SITE LAYOUT PLAN l i • ° - A1.1 •°� No. 0)21621 AL j „1 ZONING ADMINISTRATOR DATE ' APPROVED ' FREDERICK COUNTY, VIRGINIA ®�►j F�C'� �J SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL °� KOHL'S IMSTUBUYMN MTE pL%H AIRPORT BUSINESS CENTER SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA RED FOX HOMEOWNERS ASSOC. INC. ZONED RP USE: OPEN SPACE 10.91 ACRES F'HUJLU I UVLHVILW 1 " = 200' PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office©painterlewis.com PP CONSULTING JOB NO.: 0605025 SHEET: ENGINEERS JUNE 27, 2006 1 /2 Latest Revision Date: September 27, 2006 �0 n Z 1 IAN PLANT LIST / Z 'NCE — �ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING E — O O O - p p V REMOVE 10' (2) UPRIGHT STAKES TO BE USED ON SECTION 0� CURB V �� / / I •��� ' TREES UP TO 12' HIGH. LARGER TREES \1 �� / % � � TO BE GUYED. RUBBER HOSE O 0 2"x2" HARDWOOD GUY STAKE \ \ l \ 2 PER TREE (62)TO \ 12 GAUGE GALVANIZED \ \ \ N S TA L L 1 6, CHAIN L I N \ 8g \���, ORE -DOUBLE STRAND TWISTED o FENCE W / GREEN 6 4" MULCH O �, OPAQUE VINYL SLATS K, —� \\� \ 3" SAUCER AROUND TREE \ �� \ �� V INSIDE E O P EXISTING GRADE— DOUBLE- "�- _ � \ / — -- � \ �� \` �\ �\ � \� � \ I . SOIL MIX : LEAF \\ \� I — -- _ \\ \ \ I ' \ \ —' -- �-- �` \ \ \ \ SOIL MIX -a� 6 SWING GATE \ \ ,� — _ \ \ \� ,.- z / COMPACTED MOUND TO PREVENT \ TREE FROM SETTLING - 6" MIN. HGT. ��L \ / / ' / ' _� ` \ \\ \ \ \ \ UPRIGHT STAKES EXTENDED T FIRM BEARING REMOVE TOP 113 OF ALL BURLAP do ROPE FROM ROOT BALL. o PREPARE A 10' WIDE i'�� - \ \ \ \ \ \ �EEN TREE PLANTING Q� PLANTING STRIP. - 0 i \� \ \ \\ \\ = \ \\ CTION X \ w 23 PN SAWCUT AND REMOVE EX. ASPHALT. R-EMOVE \ ` '� \ \\\ \ \\ \ \ 20 0 20 60 cn UNSUITABLE P LANTI N - \\ \ \ MATERIAL TO A MINIMUM--- Scale 1 " = 20 ft w DEPTH OF 12 BACT�FILL 1 0 �\ \ WITH TO S-01 L.. \ \ \ 1 z c� o a g 0UFx0 \ <v 1 \ 1 1 ��z 1 \ \ \ O cn - INSTALL 8 C. HAI N LINK \ \ < o 1 1 \ \ LZ FENCE �V/ GREEN 1 Zx—J> �OPAQUE VINYL SLATS ` \ \ \ \ ow Q PROVIDE GO -o REMOVE EX. ISLANDS 1 \ m U)m \ Ix coo i WHEELSTOPS ALONG- �,o� REPAIR, W/ 8 21 E -- \ �_o �� _ 1 \ \ Q PR. EOP. WITH 6 AND 2 SM 2A. \ � \ \ \ , \ \ cn�� BETWEEN TYP. TO o \ 1 1 /2 ASPHALT WEARING COAT OVER ENTIRE AREA. wv t ALLOW POSfTfiVE 0� ` Ld_ wXJzwDRAINGAGE _j- 12 = ` 1 ` \ 30 � � 1 � \ � \ LLJ Uj t1 PROP. EOP 4 SWING GATE , \ 1 , 0 V)U_ PROVIDE CONC. EX. LIGHT POLE -' WHEELSTOPS ALONG 1 \ PR. EOP. WITH 6 - BETWEEN TYP. TO ` \ J ALLOW POSITIVE (14) P N v -'- \ PROP. TRAILER 1 0 a E RAINGAGE \ , .A , o , o i PARKING AREA cr (0 LLJ E )cL � DOUBLE LEAF � � \ 1 � \ � J =' TRUCK ---TRAFFIC SHALL : C 6 SWING GATE / 1 \ �*�' � � � � � � \ENTER A�N,D EXIT THE \ �� \ � � � �.� x i STORAGE k EA H E R \\ W o Y ` X 1 \ \ c~ U- E EX. FH �, 4 SWING GATE � i �, \, , TEND � 8'\ QAIN�INK � � �� , z � w . ,�� �� F NCE W/ CR` EN \ Q y -- i` b AQ U E VINYL SLATS OG LT. '1EX. S�(N.\ MH �e KEY QTY. BOTANICAL NAME COMMON NAME PN 51 Pinus nigra Austrian Pine TO 1 62 Thuja occidentalis 'Wintergreen' Wintergreen Eastern Arbc END 10 WIDE i PLANTING P STRIP \ \ �� � G ST R \ \ V, \ \ \ \ jw Vz oLd i REMOVE i DOUBLE L AF ` �,tizH OF vf� \ \\ SWING GATE AND° - v 8' CHAIN LINK FENCE U S No. 21621 � ZONAL ° SURVEY: ✓\ ` U� \ I \ DRAWN BY: JOB NO.: SCALE: DATE: 1"-20.0' 6/27/06 SHEET: GENERAL NOTES 1. The property delineated on this plan is located near the Winchester Regional Airport at Route 645, Airport Road in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to convert existing parking space into outdoor storage space for trailers. 2. Property Owner: KOHL'S Winchester Distribution Center 300 Admiral Byrd Drive Winchester, VA 22602 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Jan Elkin Telephone: (540) 723-4004 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Property boundary and topographic information shown on these plans was provided by Ritchie Surveys, Inc. 5. Site Data: Tax Map No: 64—A-40E Parcel Area: 53.33 Acres Zoning: M-1, Light Industrial District Use: Warehouse/Distribution Front Yard Setback: Required — 75' Provided — 100'+ Rear Yard Setback: Required — 25' Provided — 100'+ Side Yard Setback: Required — 25' Provided — 100'+ Maximum Building Height: Allowed — 60' Proposed — 35'+/— Maximum FAR: Allowed — 1.0 Proposed Total Floor Area=424,384 SF=0.1827 Minimum Landscape Area: Required — 25% Provided — 52% Proposed Building/Pavement Area=1,146,590+/—SF Landscape/Woods/Storm Water Areas=1,173,851+/—SF 6. Parking Lot Requirements: Side Property Line Setback Required — 5' Provided — 25'+ ROW Line Setback Required — 25' Provided — 30'+ 7. Parking Space Requirements: Proposed Office — 26,882 SF Required — 1 per 250 SF=108 Spaces Warehouse Required — 1 per employee on maximum shift Maximum employee shift=150=150 spaces Total Required — 258 spaces Provided — 485 original spaces Proposed Removal — 128 spaces (converted to outdoor storage) Remaining — 357 spaces (plus reserved area for an additional 200 spaces) Provided — 14 Accessible Spaces per ADA Loading Space Requirements: Proposed Warehouse — 336,132 SF Required — 1 per 40,000 SF=8 spaces Provided — 156012'x45' along perimeter of loading area Please note that no striping is proposed for the loading areas. The area is dedicated to loading only. 8. 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. 9. Buffering Requirements: The adjacent zoning is M1 which requires no buffer. 10. Environmental Features: Wetlands — No wetlands have been identified within the construction area. Flood Plains — FIRM Community Panel Number 510063 01158 shows the area adjacent to the Buffalo Lick Run channel. No disturbance of the flood plain area will occur in the conjunction with this project. Sinkholes — No sinkholes have been identified within the construction area. Steep Slopes — No steep slopes have been identified within the construction area. Woodlands — No woodlands have been identified within the construction area. EROSION AND SILTATION CONTROL NARRATIVE 1.) No erosion control devices will be required in conjunction with this project. All adjacent areas are stable. Practices shall conform to the requirements of the Virginia Erosion and Sediment Control Handbook. However, the CONTRACTOR is responsible for maintaining the site such that debris and soil is not tracked onto the public right—of—way and such that any construction activities are conducted to prevent the erosion of the existing stable slopes. CONSTRUCTION NOTES 1.) The existing utilities shown on these plans are based 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 shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2.) The CONTRACTOR shall have approved construction 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 all 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 ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are 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 shall 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). Fire lanes shall be delineated as directed by the Frederick County Fire Marshall. 8). The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 9). All site and building lighting shall be installed to avoid spill —over onto adjoining properties. 10). The CONTRACTOR shall relocate the existing 8' chain link fence as directed by the OWNER. HL DI T' I = TIOO F ILITY TR�41LE' T ' A E E PA 10 N0101 301"M I RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'-0" FRONT MEW ROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"008" STEEL DOWELL PRE -CAST WHEEL STOP DETAIL NOT TO SCALE 1/2" CONTINUOUS 2" #4 REBAR ° END MEW PROJECT OVERVIEW ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT 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 1VRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/2: COVER SHEET AND NOTES SHEET 2/2: SITE LAYOUT PLAN ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL K 1\1 00"' H' L'S [ 0 � 6 7 R"U'l 2:_'D U 7 � 0 N ZFE [PLAN AIRPORT BUSINESS CENTER SHAWNEE 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 CONSULTING JOB NO.: 0605025 SHEET: ENGINEERS JUNE 27, 2006 1 /2 Latest Revision Date: September 27, 2006 T — — REMOVE 10'--/ SECTION OF CURB j (62)TO t PREPARE A 10' WIDE PLANTING STRIP. SAWCUT AND REMOVE. EX. ASPHALT. REMOVE UNSUITABLE PLANT_ ING 'MATERIAL TO A MINIMUM-- DEPTH OF 12" BAC_I�FILL WITH TOP-5-0 I L.. i 9. � r i PROVIDE CONC. WHEELSTOPS L0„ PR. EOP. W1-T 6 BETWEEN TYP. TO ALLOW POSITWE 1 2 DRAIN GAG E 10 G LT. - / 1 `` i1n —� PLANT LIST A J EX. SAN. \ MH \ � 689 \ ` KEY QTY. BOTANICAL NAME COMMON NAME PN 51 Pinus nigra Austrian Pine TO 62 Thuja occidentalis 'Wintergreen' Wintergreen Eastern Arb( FENCE +O, V T _ ee95 ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING p O O \ �/ \ C> - �O O X 6 J o r (2) UPRIGHT STAKES TO BE USED ON / / TREES UP TO 12' HIGH. LARGER TREES \1 Q 1 TO BE GUYED. �] RUBBER HOSE \ O O ,\ s 2"x2" HARDWOOD GUY STAKE \ \ \ 2 PER TREE 12 GAUGE GALVANIZED Q N S TA L L 1 6' CHAIN L I N 8g - \��`� WRE-DOUBLE STRAND TWISTED o 0 FENCE W GREEN 6 - \\�' 4" MULCH / o 3" SAUCER AROUND TREE OPAQUE VINYL SLATS 1 INSIDE EOP 1 \ /�� -- \� - _ \ \ EXISTING GRADE ---7 ---L SOIL MIX ;, DOUBLE LEAF 0 ` 6 SWING GATE SOIL MIX - COMPACTED MOUND TREE FR METTLINGTO 6" MINT HGT. --- % \ \ UPRIGHT STAKES EXTENDED TO - FIRM 1�\\� \ BEARING ��� �\ \ \\ \ REMOVE TOP 1/3 OF ALL BURLAP do ROPE FROM ROOT BALL. O �° EEN TREE PLANTING CTION \ 23)PN 0— -- \ \ \ \LLJ 20 0 20 60 cn Scale 1 = 20 ft J 0 ��P i F_ o \ 1 .� w � A Z P o ! 1\ 11 1 , \ � � O iRa INSTALL 8 CHAIN LINK Qz—� Qo FENCE W GRE N 1 1 1 � �� `, !', \ � �`� � O 1 \ Z �OPAQUE VINYL SLATS \ 1 1 \ 0 w .. LO mac, w \ 1 1 1 1 � \ t_Z o -a REMOVE EX. ISLANDS m o� REPAIR W 8 21 B—� 1 1 w� v» �O 1 \ 1 ` \ f— 0 Q V AND 2 SM-2A. 1 \ \ 1 1 \ cn(n 1 1 2ASPHALT WEARING COAT OVER ENTIRE AREA. 1 1 I w Y v �, �J Lu Zw Qw 4' SWING GATE 1 \ 1 1 \ \ 0 O=IIX PROP. EOP ,` \ \ 1 � Y F- V)w PROVIDE CONC. EX. LIGHT POLE \ \ 1 1 1 \ WHEELSTOPS ALONG PR. EOP. WITH 6 BETWEEN TYP. TO \ 1 1 1 \ \ ALLOW POSITIVE 1 1 1 1� �� J PROP. TRAILER (14)PN \ 11 1 \ \ a E RAIN GAGE �, , \ -0 N �, a) c 1 \ \ \ 2 cV � I` vi PARKING AREA \, \ \\ UN I I co 1 DOUBLE LEAF � TRUCK --TRAFFI C SMALL \ �- a^ 6 SWING SATE \ 0 0 1 1 \ \ ENTER AN,D EXIT THE \ � � � c E 40 x i 1 STORAGE AREA HERE\. \ \ \ LLI o ����E 4' SWING GATE -� , 1 \ \ w \ F— EX. FH - _ �` \ XTEN D 8 CHAIN .LINK \ Z F NCE W GREEN / \ - END 10 ' WIDE � �� �i � • ' b�_U E VINYL SLATS PLANTING STRIP • �� \ \ \ w 11 1 \ �Ld z REMOVE ,� \ i DOUBLE LEAF \ AH °F -� WING GATtl AND 8' CHAIN LINK FENC s No. 21621 � _ 1 1 lop 604, w ONAL SURVEY: C.L: DRAWN BY: JOB NO.: P L 0605025 SCALE: DATE: 6/27/06 SHEET: \� \\2/2 r �r - --- - _ _ \ .. k,, j