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Home My WebLink About069-98 Kohl's Distribution Facility - Building Addition - Shawnee - Backfile (2)FREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD BASEBOARD C&G CURB & GUTTER 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 DS DOWNSPOUT EOP EDGE OF PAVEMENT FF FIRST FLOOIR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUITTER FH FIRE HYDRAI'NT FL,S, FIRE LANE `.SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER (CURB HP HIGH POINT HTR, HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI-PRODIUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINF❑RCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D, TO BE DEMOILISHED T,B.R. TO BE REMOVED T,B,P, TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE IRISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEP'HONE POLE WV WATER VALWE 5'R RADIUS IN FEET X00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN; PITCH TO BE 112' PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). 0 KOHL'S DISTRIBUTION FACILITY BUILDING ADDIT�ItOO7Nl AIRPORT BUSINESS CENTER [*Ao II FREDERICK COUNTY, VIRGINIA 64-A-40 ADAMS FAMILY LIMITED PARTNERSHIP 10- USE: VACANT 23.6972EACRES 1 V, 64- A- 40 ADAMS FAMILY LIMITED PARTNERSHIP ZONED M-1 USE: VACANT 1 PARCEL D 62,4197 ACRES I r.- O + CZ4-c== O C= A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROPOSED ADDITION KOHL'S DISTRIBUTION FACILITY 61,370 SO. FT. e e e PARCEL. AREA � 53.34 ACRES FF s 711.40 BUILWii , AREA = 363,014 SF BUILDING ADDITION = 36,500 SF BUILDING HEIGHT. = 35' FF = 711.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e KOHL'S DISTRIBUTION FACILITY e—e—e—re—e—e—e—e—e—e—re—e—e—e—e—e—o—o—e—e—e—e—e—e—e—e—e—e—e—e—e—e—e—o—e—re—e—e—o—e—o—o—a—o—e—• I i A nslw A AIRPORT BUSINESS CENTER SECTION 1 LOT 7 ZONED M-1 USE: VACANT F.C.S. ZONED M USE: LIFT VICINITY V FINAL.: SITE PLAN �o69-fig ROVED L 41e G ATE--12 f 71F ZONING ADMINiSTRA FOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL LIST OF DRAWINGS: SHT. 1 /2: COVER SHEET SHT. 2/2: CONSTRUCTION PLAN L G� o JOH C. IS`` 0 'vd No.021621 �V. 302 South Bracaock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO.; 9602001 16NOV98 SHEE T 1 /2 WATERLINE PROFILE ■ • \\ A � J I I 18� f 716- - 1 714 J 710 I71?" \_ I oe �16' , STN D. FCSA FILEV 774 BOLT ON FH: = 713.12' ��20WL ES_ TT cr 10 TOP=71001-- - / 40, FIAT i� 12 F. Ca "F EX. VM - : FH ASSY. 11 0 C90 F i I x ►0 d0" FCS N� H AS o- 0 S,6I BONED EX. WL l- - 3"0 WATELINE �■ - 180.50' PUMP ROOM 0 COL. # 22 j +o O . M1 / TO E�=7 32' I �i II I Ij 0 BACK GATES Ifiv.= 04.29' HAIN LI K FEN r, � --- I - - - . ---.. _ ...--- • --� -- °fix PA09( 5� 2+0 Y YI j I PROP OS ADDITION 61,370 Q. FT. • FF - 7. 40 \ I I2 ( I I \ °r° >> >? STOOP(T.B.R.) N(rn M \ 70(9 I ! SAY CE> . IP`4MT. m ikELOCATE SIGNS FH ASSY. AS REQIDI - I �, O> I &T.(T.B.R.) -T- - o7p6 I • REMOVE EX. PVMT. 2.00'-14.50' I / I 14+00 \ �-, I(' I O6.30' os �b 2 31' 4 S 8J 7 I 69J I 1101 �/tl°f12 � D ; I a TOP=74.7 d 8 0' ` In=890.42 ; Li DI 4 170.t0'- \ -INSTALL WATER AS SHOWN Co 45' BEND XO4 52 \\ \J \\--�\ \ \ � OP=703.02' -9� In=690.98' \ \ \ 0 1 C I It=690.83' I I I LT 59 Iill ► �� In �s.ZtY 0 6g5,48' I � I q a _-706--- _INE xos>8 Mafff4bRO CONC. APRON - / SAW CUT EX. PVMT. / AS REQ'D FH r L.S. • • CONCRETE MEDIAN 10" GV 1 6X6 W6.0 X W6.0 WELDED WIRE FABRIC 6" 3500 PSI CONCRETE 7" COMPACTED VDOT 21-A STONE COMPACTED SUBGRADE TRUCK APRON CONCRETE PAVEMENT SECTION NOT TO SCALE CONTRACTION JOINTS: 1 /4" W X 1 1 2" D SAW CUT ® 16' CC W/SEALANT CONSTRUCTION JOINTS: 1 /2-0 X 1 t SMOOTH DOWELS, 12" SPACING ® 48' CC TYPICAL SITE PAVEMENT SECTION NOT TO SCALE FIRE SERVICE LINE SCALES (H) 1" =50.0' 725 725 720 I III i I ; I II 720 I I 715 I i I I I 715 710 - I 710 II- - -- MIN.I - - EXIS I G GRADE PROPOSED RADE � XISTING 100 HUGE 705 PVC FIRE LINE 705 10"0 DR 18 C900 P C WATERLINES- 7 I i 700 EXISTING 1 PVC FIRE LINE I 695 I ! I 695 O j j I O I O J ! 690 -_ z -' W m I j ------ ----- -- ! --- -'j ---- N --Qf -- -- I - --1--? m -- -- - m� LAJ _ 690 -� --� 3 LLJ= �zz O QW m Q 0 I I O O H N 685 -------- `� b w w _ ---- - -- m -- m w 685 -�-- ---- (----- - ' c� W m O X W b►- CF) W U_ w ! I F- 0 O h- W U >W O O i O OJ I I I O O I O O) w z F OU i I t Z_ I i- t U _ 10+00 11 +00 -�-1--- 12+00 _ _ 13+00 14+00 -� 15+00 16+00 1 (3E=NERF L NOTES I . 1 he ,)rope►ty delineated on this plan is located near the Winchester Regional Airport at Route 645, Airport Road it l the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of the propel / proposes to, construct a 61,370 square foot addition on the existing distribution► facility known as KOHL'S. The 1 uilding will ( )ntain all warehous< area. 2. Properly r wner/Developer: KOHL'S Department stores, Inc. Contact: Mr. Wait Lautner 1,156 W17000 Ridgew and Drive Menomonee Fails, WI 53051 Telephone: 414-703-7000 4. Engineer/Landscape Architect: PAINTER-LEWIS, P.L- C. Contact' Mr. John Lewis 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 T elephone: (540) 662-5792 5. Property boundary and topographic information shown on these plans was provided by Ritchie Surveys, Inc. A job benchmark has been established on a bolt on the fire hydrant located on the north side of the proposed addition. The elevation is 713.12'.. 6. Site Data: Parcel Area: 53.33 acres Zoning: M-1, Light lndw;trial District �, tf bU110n ar ouse/Dt, r Use W eh Front Yard Setback: Required - 75' Provided - 100'+ Rear Yard Setback: Required - 25' Provided - 100'+ Side Yard Setback: Required - 25' Provided - 1004 Maximum Building Height: Allowed - 60' Proposed -'S' */- Maxi►num FAR: Allowed - 1.0 Proposed Total Floor Area = 424,384 'OF = 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 7. Parking Lot Requirements: Side Property Line Setback: Required - 5' Provided - 25'+- ROW Line Setback: Required - 25' Provided - 30'+- 8. Pat king Space Requirements: Proposed Office - 26,882 SF Required - 1 per 250 square feet = 108 spaces Warehouse Required - 1 per employee on maximum shift 1.5" SM-2A Maximum employee shift = 300 = 300 spaces Total Required - 408 spaces Provided - 485 regular spaces (plus reserved area for an additional 200 spaces) 4.0" BM-2 Provided - 14 Accessible Spaces per ADA Loading Space Requirements: 7 1 /2" COMPACTED VDOT 21-B STONE Proposed Warehouse - 336,132 SF Required - 1 per 40,000 square feet = 8 spaces Provided - 156 @, 12' x 45' along perimeter of loading area Please note that no stnnit)g is proposed for tire loading areas. The area is dedicated to loading only. COMPACTED SUBGRADE 9. Handicap Acc1' ;stbility: HC parking sp vices shall have a maximum slope of 1:50. HC ramps on ti,e site shall have detectable warning surface per ADAAG 4.7 and 4.29. HC ramps oft , to shall be constructed per VDOT standards. 10. Buffering Requiren 1-nts: The adjacent z Ting is M1 which requires no buffer. 11 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 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 far maintaining the site such that debris and soil is not tracked onto the public right-of-way and such that any constltic,ion activities are conducted to prevent the erosion of the existing stable slopes. CONSTRUCTION NOTES 1. The existing utilities shown on Ihese 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 assul a the continuance of service. 2. The CONTRACTOR shall have approved constnrction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site A all times. 3. Cut and fill slopes shall not ex(:e(-d 2-horizontal to 1-verlic<II unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction snail 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 vei,hed by a qualified soils eng, )eer. C. Controlled fills shall be ( or.)pacted in 8 inch lifts (to( se 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 compa(ted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. E. Fill material sh,)II be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, over iced 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 Marshal. 8. The CONTRACTOR � h.)ll coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 9. All site and building Ii(Ihting 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 ofz Z CL 0 U IIX Illoo- V) 0 U Q J W Z f- QZW � LA-0 c) 0 _ � N 1-�WZZ M'QZO� V) U � Z V N n (n Y Fc CL W J cc W Q � U le W O CL a_ 2 �O V O O Ch (� DD � ^^ c N Ln Ln � I I U N N 0 p c0 cD c^Drp 0.67,00 .J1 m > Lno -C ..� � 3 C: - 0 � �= 0 0 N U N U O 1� o��AL'rx of cr�c JOHN LEWIS 9 ) N 2) 6Z1, G� TONAL L DATE: SURVEY: 16NOV98 RITCHIE SCALE: DRAWN: " = 50' JCL C. 1'. JOB NO.: 2' 9602001 DWG.: SHEET: ADD-SHT2 2/2 FREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSY, ASSEMBLY BF BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD BASEBOARD C&G CURB & GUTTER 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 DS DOWNSPOUT EDP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR, HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT 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 NRT NO RIGHT TURN NTS NOT TO SCALE ❑HE OVERHEAD ELECTRIC ❑HT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R,O, ROCK OUTCROP SAN. SANITARY STD. STANDARD T,B,D. TO BE DEMOLISHED T,B,R. TO BE REMOVED T B,P, TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER ]BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE P(DLE WV WATER VALVE 5'R RADIUS IN FEET x00,00 PROPOSED SPOT ELEVATION x(00 00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 112' PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP) KOHL'S DISTRIBUTION FACILITY BUILDING A@1@11kTIION AIRPORT BUSINESS CENTER SECTION 14 FREDERICK COUNTY, VIRGINIA 64-.A-40 ADAMS FAMILY LIMITED PARTNERSHIP Q\� USE: VACANT PARCEL A 23,6972 ACRES 64-A-40 ADAMS FAMILY LIMITED PARTNERSHIP ZONED M-1 USE: VACANT PARCEL D 62.4197 ACRES 61,370 SO. FT. FF = 711.40 AIRPORT BUSINESS CEN ER — _ SECTION 1 LOT 7 ZONED M-1 USE: VACANT 0-0 O O cv' P � n ' d- O 000 i 000 -' rti-� ti I p' I F.i.,.S. ii ZONED M '1 USE: LIFT I ;I T o T T: T; T. 1� T ° C' T KOHL'S DISTRIBUTION FACILITY ' <' f l , 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . KOHL'S DISTRIBUTION FACILITY PARCEL. ARFA 53.34 ACRES fi BUILDING AREA = 363,014 SF BUILDING ADDITION = 36,500 SF BUILDING HEIGHT. = 35' FF = 711.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I �I i 'T « l f oa CARPEI GOLI Bvve— BY � D VE I. z%A SITE ' A i VICINITY 2000' FINAL SITE PLAN - "O61? ROVED ^INISTRATOR _ APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FiVE(5) YEARS FROM DATE OF APPROVAL LIST OF DRAWINGS: SHT. 1/2: COVER SHEET SHT. 2/2: CONSTRUCTION PLAN O JO G. EWIS "d No. 021621 ti PQfl�Q�f��9 PoL�oC� 302 South Braddock Street, Suite Winchester, Virginia 22601► Telephone (540)662-5792 C-3 3r Facsimile (540)662-5793 �! Q�p� JOB NO, 9602001 16NOV98 1 / 2 WATERLINE PROFILE J w ON - J 716- r i r- _ I I ,, STN6 FCSA FBI »o ��20' BOLT ON FH: ELEV = 713.12' 1 ., W ES ,,Z `, _ -� ►� � I �1 - _...TOP = 710,.0'1' �'-• �.--•.-.,- \ 4Q_ - - - - - - - - - MAT EX. �~ F � EX. V FH ASSY. 10'0 C90 L , i %'N C M�fR FN AS 11.20 �9x ABANDON De ED EX. WL `t7 fi TO WATE-9 LINE J I r 180.50' PUMP ROOM ®COL. 22 i (0 BACK GAT S / T0� E)d/=7 .32� �I I TC RAIN LI K IIIEN / �v.= 04.29/ I o e T P 091 5� 2+0 PROPOS ADDITION 61,370 Q. FT. r LO; FF = 71`1.40 �� I I/2 I I I I \ °^° \ �! �1 STOOP(T.B.R.) N '9 �08 , 2.00 I I 113 ;iI1 X° I SAIr/ Cl{r IEX. IP�MT. ! m ,� RELOCATE EX. FH ASSY. " ND SIGNS AS REQIDI I I I I _ o> 07�) LT.(T.B.R.) T to I 4106 \ REMOVE EX. PVMT. ` � I� 2.00 =-- 14.50' I � 14+00 QL.Qi '1 t 2 3' 4 S a� 7 8 v 9 TOP=7 4.7- \ a �A 8 ' In.- 90.42 ` Lff=684 � \` 5' D a v -too ' A �4 a ~ 1� INSTALL WATERLINE AS SHOWN bc 45' BEND �OP=703.02' 9� In=690.98' 0 t=690.83_ - 59 i \\ \ \ \ LT. i ,III r �.'L3' 0t5,48'� I I I' • • 10 1 4 12 13 14 a � 37 �I LJ v V e o e \ 0 706 - - }�- rOs>6 MA C CONC. APRON SAW CUT EX. PVMT. , / AS REO'D / I OTS�_ FH . L.S.' CONCRETE MEDIAN 10" GV 10 6X6 W6.0 X W6.0 WELDED WIRE FABRIC 6" 3500 PSI CONCRETE 7" COMPACTED VDOT 21-A STONE COMPACTED SUBGRADE TRUCK APRON CONCRETE PAVEMENT SECTION NOT TO SCALE CONTRACTION JOINTS: 1 /4" W X 1 2" D SAW CUT ® 16' CC W/SEALANT CONSTRUCTION JOINTS: 1 /2"0 X 1 i SMOOTH DOWELS, 12" SPACING 0 48' CC TYPICAL SITE PAVEMENT SECTION NOT TO SCALE - - 7 FIRE ASERVICE SLINE LES0.01 (V) 1" 5.0' - ----- �------ - I ----,--- - ---- ------ ------ ---- --�-- 725 I I ------ - ----- - 725 ----- I 720 I I 720 715 _ -- I ; 715 i I li 710 EXIS I G GRADE 7105b-- MIN. COVER PROPOSED 3RADE XISTING 100 HUGE ' _ -- 705 PVC FIRE LINE 705 /10"0 DR 118 C900 P C WATERLINE - - i--- - - - - 700 700 EXISTING 100 I PVC FIRE LINE 695 I i 695 W O J i I O J O J Z J 690 Z Li m rnQ- � I m ---- -- I m w 3 690 !I ' -�- ---� Q 3 C) w zQ Q: z I Z 685 p m 3 (n W W I C m m w 685 - - ---�_ - -- 0 m w 0 O 0) I � x li W I Ln I- O ~ �Z O OQ U Lid z Z 00 _ + w00 Cr- L) � + I I I ON + ? - -- + + ZO U --- -- 10+00 _ 11 +00 _ 12+00 13+00 _J14+00 _ 15+00 16+00 1.5" SM-2A 4.0" BM-2 7 1/2" COMPACTED VDOT 21-B STONE COMPACTED SUBGRADE (31--NER/' i- NOTES 1. 1 lie .)roperty delineated on this plan is located near the Winchester Regional Airport at Route 645, Airport Road it, the Shawnee Magisterial Distr ict in the County of Frederick, Virginia. The developer of the properly proposes 1, construct a 61,370 square foot addition on the existing distribution facility known as KOHL'S. The I wilding will ( )ntain all warehouse area. 2. Froperty c wner/Developer KOHL'S Department sores, Inc. Contact: Mr. Walt Lautner N56 W17000 Ridgew xnd Drive Menomonee Falls, WI 53051 Telephone: 414-703-7000 4. Engineer/Landscape architect. FAINTER-LEWIS, P.1- C. Contact: Mr John Lewis 302 South Braddock Street - Suite 200 Winchester, Virginia ?2601 Telephone: (540) 662 5792 5. Property boundary and topographic information shown on these plans was provided by Ritchie Surveys, Inc. A job benchmark has been established on a bolt on the fire hydrant located on the north side of the proposed addition. The elevation is 713. 12'.. 6. Site Data: Parcel Area. 53.33 acres Zoning: M-1, Light Industrial District Use Warehouse/Distribution Front Yard Setback: Required - 75' Provided - 1004 Rear Yard Setback: Required - 25' Provided - 100'+ Side Yard Setback: Required - 25' Provided - 1004 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 - 5Z Proposed Building/Pavement Area = 1,146,590 +/- SF Landscape/woods/stor ar water areas = 1,173,851 +/- SF 7. Parking Lot Requirements: Side Property Line Setback: Required - 5' Provided - 25'+- ROW Line Setback: Required - 25' Provided - 30'+- 8. Parking Space Requirements: Proposed Office - 26,882 SF Required - 1 per 250 square feet = 108 spaces Warehouse Required - 1 per employee on maximum shift Maximum employee shift = 300 = 300 spaces Total Required - 408 spaces Provided - 485 regular spaces (plus reserved area for an additional 200 spaces) Provided - 14 Accessible Spaces per ADA Loading Space Requirements: Proposed Warr house - 336,132 SF Required - 1 per 40,000 square feet = 8 spaces Provided - 156 @ 12' x 45' along perimeter of loading area Please note that no stria ring is proposed for the loading areas. The area is dedicated to loading only. 9. 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 � ite shall be constructed per VDOT standards. 10. Buffering Requirements: The adjacent z ming is M1 which requires no buffer. 11 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 conjunction with this project. Sinkholes - No sinkholes have beer) 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 re,luired 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 constluc;ion 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 (it rwings 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 engr reer. C. Controlled fills shall be c.ovipacted 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 compa( led to a depth of 6 inches to the same density as the controlled fill to be placed thereon. E Fill material sh.rll be taken from approved borrow areas. It shalt be clean soil, tree 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. G 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 Marshal. 8. T're CONTRACTOR ! t).rll coordinate the relocation of the existing utilities with the appropriate utility company as n, acessary. 9. A.I site and building li(Ibling shall be installed to avoid spill -over onto adjoining properties. 10. The CONTRACTOR shell relocate the existing 8' chain link fence as directed by the OWNER. z 0 U W 0 OI z � a =3 W Z QZW ti O U O Q (All H-QWZZ � ZOO Z V U N W � � N Y V) C13 CL W _ W � Y w 7 0 o- O O �O O �N cD �� + N � I I 0 N N O C3 cp (.J 0)0O m>u) Ln 0 O n^n s V_ UN aaiU O C 0 r8k O4�AtiTH r0 r 0 JOHN �. LEWIS N'261 �� ,SSIONAL %''O'O ;F�j DATE: SURVEY: 16NOV98 RITCHIE SCALE: DRAWN: 1 " = 50' JCL C. I.: JOB NO.: 2' 9602001 DWG.: SHEET: ADD-SHT2 2/2