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HomeMy WebLinkAbout07-10 GRW Bldg. Addition Site - Manufacturing - Shawnee - BackfileGENERAL NOTES 1. The project delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The site is currently being utilized for manufacturing purposes by GRW Technologies, Inc. The property owner proposes to construct a 13,000 square foot building addition for expansion of the existing use. No additional parking or loading facilities shall be constructed. Construction operations will encompass approximately one acre of the site. 2. Property Developer: J r. Glaize Realty 30 S. Cameron Street Winchester, Virginia 22601 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 4. Land Surveyor: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 5. Site Data: Parcel Area: Construction Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback (R.O.W.): Required- 75' Rear Yard Setback: Required- 25' addition) Side Yard Setback: Required- 25' Side Yard Setback: Required- 25' addition) Maximum Building Height: Allowed- 60' F.A.R. Allowed- 1.0 Greenspace: Required- 25% ft.) Impervious Area: Allowed- 75% ft.) Contact: Mr. George W. Glaize, Telephone: (540) 662-5058 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 3.72 Acres 1.00 Acre (approximately) 64-A-159M M1 (Light Industrial District) Shawnee Manufacturing Manufacturing Provided- 92.9' Provided- 137.21' (proposed Provided- 36.9' Provided- 44.43' (proposed Proposed- 35' or less Provided- 0.30 Provided- 53% (85,916.54 sq. Proposed- 47% (76,213.50 sq. Existing Impervious Area= 63,414 sq. ft. Proposed Building Addition= 12,799.50 sq. ft. TOTAL IMPERVIOUS AREA= 76,213.50 sq. ft. 6. Parking Space Requirements: (Please Refer to approved site plan #37-04) Front Yard Setback(R-O-W): Required- 25' Side Yard Setback: Required- 5' Rear Yard Setback: Required- 5' Parking Spaces: Required for Manufacturing Use- 3 per 4 employees Total Projected Employees= 68** (68/4= 17x3= 51 Spaces Required) TOTAL SPACES REQUIRED: 51 TOTAL SPACES EXISTING: 76 including 4 HC spaces **No new employees are proposed with this expansion. Loading Space (12'x45') Required for Manufacturing Use- 1 per 40,000 sq. ft. (Total Floor Area= 48733.50/40,000= 1.2 Spaces Required) TOTAL SPACES REQUIRED: 2 TOTAL SPACES EXISTING: 2 TOTAL SPACES PROVIDED: 2 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening were provided per approved Frederick County Site Plan #37-04. No additional landscaping was provided for this building addition. 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off -site illumination. 10. Trash Receptacles: There is an existing dumpster pad on the site within the enclosed outdoor storage area. No additional dumpster area is proposed. 11. Signs: All signs proposed for this development shall conform to section 165-201.06 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed by overland flow to the existing drainage swale running along the eastern boundary line. The storm water will flow to the existing storm water management facility down stream. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes- No sink holes 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. 14. Trip Generation: Trip generation was provided for this site in the approved site plan #37-04. It findings are based on the 68 projected employees for this facility. It's findings resulted: Week Day Trips= 735 Saturday Trips= 59 Sunday Trips= 24 Average Vehicles Per Day= 117 According to the VDOT 2005 trip data, Route 1092 had 690 average annual dailly trips. RESPONSIBLE LAND DISTURBER NAM E: 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. 0 11 NLI NEVER I HIMME 0 IVA NiIL JU(Iqm 11 i M-MWE) - I FREDERICK COUNTY, VIRGINIA NO IYUKE I I NO i' Inc R Ft 1 i t� WINCHESTER ? �i AIRPORT h s 40 .•. t -�iN R D 111,NDENCE! O r b VICINITY MAP 1" = 2000' \ \ \ 64-A-1590 3J0 VICTORY ROA \SHERAL YN J. WA TKINS, LLC \ ZONED: MI 64-A-159K \INST. #030022512 64-A-159Q 320 VICTORY ROAD 320 VICTORY LANE, LC ZONED: MI INST. #030020176 296 VICTORY ROAD WATKINS FRONT ROYAL, \ LLC ZONED: MI \ INST. #080005265 64-A-159I / 280 VICTORY ROAD VICTORY ROAD, LLC ZONED: M/ PROPOSED INST. #040000337 GRAVEL ° / PROPOSED 64-A-159N 212 INDEPENDENCE DR. / PAVEMENT BRADDOCK STREET PROPERTIES, LLC ° ZONED: Ml DB: 969, PG: 1478 i 100, / PROPOSED ADDITION ° / 64-A-159L WISTERIA GARDEN OF / / WINR, LLC ZONED: ✓` ZONED: MI a ° / INST. #070007635 EXISTING BUILDING 1-.1001 �,TH OF .000 ®.0-0 JOHN C LEWIS C. No. 0 ' P � ROUTE 1092 SPEED LIMIT: 35 MPH PROJECT OVERVIEW lit =60' ION AL 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 Go. 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 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 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE PLAN SHEET 3/1 CONSTRUCTION NOTES AND DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL (PREVIOUSLY 07/26/ SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL (RENEWED 02/ OHM o U L 0 INI"' aDD�7O 0H MTE PLAN 250 INDEPENDENCE DRIVE SHAWNEEE MAGISTERIAL DISTRICT WESTVIEW BUSINESS PARK FREDERICK COUNTY, VIRGINIA -- PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 - — Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office© painterlewis.com PP CONSULTING JOB NO.: 0702014 SHEET: ENGINEERS March 28, 2007 1 /3 Latest Revision Date: November 19, 2014 GENERAL NOTES 1. The project delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The site is currently being utilized for manufacturing purposes by GRW Technologies, Inc. The property owner proposes to construct a 13,000 square foot building addition for expansion of the existing use. No additional parking or loading facilities shall be constructed. Construction operations will encompass approximately one acre of the site. 2. Property Developer: J r. Glaize Realty 30 S. Cameron Street Winchester, Virginia 22601 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 4. Land Surveyor: PAINTER—LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 5. Site Data: Parcel Area: Construction Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback (R.O.W.): Required— 75' Rear Yard Setback: Required— 25' addition) Side Yard Setback: Required— 25' Side Yard Setback: Required— 25' addition) Maximum Building Height: Allowed— 60' F.A.R. Allowed— 1.0 Greenspoce: Required— 25% ft.) Impervious Area: Allowed— 75% ft.) Contact: Mr. George W. Glaize, Telephone: (540) 662-5058 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 3.72 Acres 1.00 Acre (approximately) 64—A-159M M1 (Light Industrial District) Shawnee Manufacturing Manufacturing Provided— 92.9' Provided— 137.21' (proposed Provided— 36.9' Provided— 44.43' (proposed Proposed— 35' or less Provided— 0.30 Provided— 53% (85,916.54 sq. Proposed— 47% (76,213.50 sq. Existing Impervious Area= 63,414 sq. ft. Proposed Building Addition= 12,799.50 sq. ft. TOTAL IMPERVIOUS AREA= 76,213.50 sq. ft. 6. Parking Space Requirements: (Please Refer to approved site plan #37-04) Front Yard Setback(R—O—W): Required— 25' Side Yard Setback: Required— 5' Rear Yard Setback: Required— 5' Parking Spaces: Required for Manufacturing Use— 3 per 4 employees Total Projected Employees= 68** (68/4= 17x3= 51 Spaces Required) TOTAL SPACES REQUIRED: 51 TOTAL SPACES EXISTING: 76 including 4 HC spaces **No new employees are proposed with this expansion. Loading Space (12'x45') Required for Manufacturing Use— 1 per 40,000 sq. ft. (Total Floor Area= 48733.50/40,000= 1.2 Spaces Required) TOTAL SPACES REQUIRED: 2 TOTAL SPACES EXISTING: 2 TOTAL SPACES PROVIDED: 2 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening were provided per approved Frederick County Site Plan #37-04. No additional landscaping was provided for this building addition. 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off —site illumination. 10. Trash Receptacles: There is an existing dumpster pad on the site within the enclosed outdoor storage area. No additional dumpster area is proposed. 11. Signs: All signs proposed for this development shall conform to section 165-201.06 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed by overland flow to the existing drainage swale running along the eastern boundary line. The storm water will flow to the existing storm water management facility down stream. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes— No sink holes 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. 14. Trip Generation: Trip generation was provided for this site in the approved site plan #37-04. It findings are based on the 68 projected employees for this facility. It's findings resulted: Week Day Trips= 735 Saturday Trips= 59 Sunday Trips= 24 Average Vehicles Per Day= 117 According to the VDOT 2005 trip data, Route 1092 had 690 average annual daily trips. RESPONSIBLE LAND DISTURBER NAM E: 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. II[MA3 � � ITI INTIE P A E E FREDERICK COUNTY, VIRGINIA Ing '^.,,..DWI � � il� i d,rl� l+III •.illlll r° �� �� �� ��,y..l Vd�i�� �IIIII�... ��I14r � �'��.? 4 xr;'�', \��^��,, JI1 • c� PP /s \ WINCHESTER Y t AIRPORT Ap /r OpTNDNDE`Ns� I EPE CE DRs„ �{ q0y� J e i4 i f 1 VICINITY MAP 1 °' = 2000' 64—A-159Q \ \ 64—A-1590� 320 VICTORY ROAD 310 VICTORY ROAD\ 320 VICTORY LANE, LC \ \SHERAL YN J. WA TKINS, LL ZONED: M1 , ` ZONED: Ml INS #030020176 , \ 64—A-159K \'NST #030022512 \ 296 VICTORY ROAD WATKINS FRONT ROYAL, LLC _ ZONED: M1 — — INST. #080005265 `` \ o 64 A 15 280 VICTORY ROAD '® \ VICTORY ROAD, LLC ZONED: M1 PROPOSED \ INST. #040000337 ` GRAVEL \ % / PROPOSED \' \ 64—A-159N ' PAVEMENT / % 212 INDEPENDENCE DR. \ } % BRADDOCK STREET %\ ` PROPERTIES, LLC ZONED: M1 %% DB. 969, PG: 1478 PROPOSED \ %\ ADDITION / 64—A-159L ' \ IMSTER/A GARDEN OF WINCHESTER, LLC \ ®\ \ �` ZONED: M1 .' INST. #070007635 /% / \.�,, ✓ \\ ®\ \ ® \ % , EXISTING BUILDING /� .\ \\ /^\00,/ lop dop �AXTH OF j lop 0 dop JOHN C. LEWIS a 0. 1 BWEPEM"CE RWNE ROUTE 1092 SPEED LIMIT: 35 MPH PROJECT OVERVIEW 111 = 60° OA ION -AL 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 Go. 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 TIC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB 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 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: SHEET 2/3: SHEET 3/3: COVER SHEET SITE PLAN CONSTRUCTION ZONING ADMINISTRATOR DATE NOTES AND DETAILS APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL (PREVIOUSLY 07/ Mro_' /V oUL MNU` A00MCON MITE [PLAN 250 INDEPENDENCE DRIVE SHAWNEEE MAGISTERIAL DISTRICT WESTVIEW BUSINESS PARK FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office©painterlewis.com CONSULTING JOB NO.: 0702014 SHEET: ENGINEERS March 28, 2007 1 /3 Latest Revision Date: April 28, 2010 64-A-159I 280 VICTORY ROAD VICTORY ROAD, LLC ZONED: Ml INST. #040000337 Z O W "ml O W U Q � O W W CL W 0 0 Q ct 0 0 n~ Q CN •- O Z U_ LLI W O (n Q o o WJV> QZZ LJLJ }}w U Ld Lv Z - I- Z Za0111.-V)=) 0LdwZ5 m 3 zwF02� U w o z o 3WEl V) o Ld N=3it LL 0 d ■ U J O N N v) O O n rn 0 N Ln j vi N X. WAcV I 3 MATCH PR. EOP \ METER TER \\ �� o (0 cn / WITH EX. FACE \ \ co OF CURB REMOVE EX. CONC. \ \ o c AS REQ'D W 0 Q, O O o l l I HYDRANT G O R. CO / EX. FIRE vR 2 EX. DOCK v -22 / / . (��y,Doo s 90.21 \ \ \ \ N a� 64-A-159L / y� / \ \ Q) _c E o WISTERIA GARDEN OF WINCHESTER, LLC / l l / \ (2) EX. NG ZONED: Ml / / '� SPA ES / \ �� \ ,'" '�1� U � � � E ul INST. 1070007635 / / // GRW BUILDING � ���� / � \ i- 0 � � E / \ G �,a / EXISTING FOOTPRINT= 35,974.00 sq. ft. \ Z LLJ \ \ \ _ co P / PROPOSED ADDITION= 12 799.50 s . ft. / / G vN� ES / TOTAL FOOTPRINT AREA 48,773.50 sq. ft. doe/ / / �P�R / \ USE: MANUFACTURING FFE= 690.20 / W C \ 0001, / � / v 20 0 20 60 690.20� /� h �/ � Scale 1 " = 20 ft / All EX. PARKING AREA if l O EX. RIP RAP EX. SAN. MH TOP=689.02 6" INV 1N=681.13 6" INV 1N=681.26 8" INV OUT=680.46 SEW ® 0 01; � •..--. 64-A-159K EX. 103'-6 PVC_SA 9i.$i 296 VICTORY ROAD ___ - � $ WATKINS FRONT ROYAL, LLC EX. SAN. MH N. SEW ESMT (DB 895 P��) ZONED: Ml EX . SA N. M EX. SA INST. 1080005265 INV IN=682.01 - lNV=683.4 \�NV OUT=681.9i V=682.98 \ EX. 11 '-15" CPVC STM. SEW. 04.0% � -- �-- 25' BRL \. � SF \ G 4000, O QOG '63 \\ A, a, o Ile 03 PR. GRAVEL ✓ \\ \ \ AREA LIMITS \ EX. OUTDOOR STORAGE AREA 1. REGRADE EX. GRAVEL AND \ INSTALL NEW ASPHALT PVMT. / \ SECTION OR NEW GRAVEL, AS \ INDICATED. SF / 2. NEW MATERIALS SHALL \ \ / GENERALLY MATCH EX. GRADES EX. AT FENCE LINE. CONC. 'O ` / PApQ �� cp \ 01 / EXISTING PR. ASPHALT \ BOARD PAVEMENT AREA SCREENING LIMITS FENCE oPS 0 0 686. 0 \�,. HATCH INDICATES AREA; 00, 686.20 EXISTING FENCE \ s / TO RECEIVE PROPOSED \ pG TO REMAIN TO \ \ PAVEMENT SECTION. SAWCU'f AND REMOVE PROPOSED BLDG. \ \ �o EX. CONC. IN FRONT 686.30 CORNER. / OF PROPOSED BLDG. 686.40 + \ \ ADDITION. ` APPRX. LOC. \ EX. SAN. MH OF DOCK DOOR TOP=680.05 DOCK ELEV.= 690.20 INV /N=67i.78 INV OUT=671.67 689.80 SF / EX. FIRE / HYDRANT • EX. GATE pQ �9 689.90 / � \ / • Q�' GJ, � EX. FENCE (T.B.R.) lMTH/N \ / •�4,pQ o / G2�689 90 APPRX. LOC. OF PROPOSED BLDG. LIMITS EX. SAN. MH / 00, ROLL -UP DOOR \ \ / TOP=69228 SLAB ELEV.= 690.20 \ \ ��� \ INV=680.92 5 PG Z / ��' / ,cow (2) EX. 6" PVC Roof / \ \\ \ \ / 5P�g / / � / • 90'2 Drains (T.B.R.) G h INV==688.50 \ 64-A-159N `so fl �" \ 212 INDEPENDENCE DR. �Sl� / /� lNV=688.46 p0, BRADDOCK STREET PROPERRES, LLC / / • EX. CONC. STOOP (T.B.R.) ccdii* ZONED. Ml 00 BE PRESERVED \� \ DB. 969, PG. 1478 a x. colvc. To � 2p / / EX. ROLL -UP DOOR \ \,� EX. MAN DOOR \ \ v� /00000' PROPOSED BUILDING ADDITION \ \ / FFE= 690.20 \ v\ EX. ACCESS DRIVE \ / 1. REMOVE EX. GRAVEL AND INSTALL NEW \ Nf Q ASPHALT / PVMT. SECTION TO LIMITS SHOWN. °G \ u, a !�,0 BUILDING NOTES: \ / 2. NEW ASPHALT SHALL GENERALLY MATCH \\ Q1. ALL UTILITIES REQUIRED FOR THE \\ MATCH PR. / r'� ''9- / EX. GRADES IN ORDER TO MAINTAIN EX. PROPOSED ADDITION SHALL BE EOP TO EX. / �/ a0 DRAINAGE PATTERN. CONNECTED THROUGH THE EXISTING PAVEMENT / BUILDING. \ \\ \ 54.9$ �'i / 2. ALL DOWNSPOUTS FOR THE CO \ \ 6' PROPOSED ADDITION SHALL SPILL ON O \ OONS1RUCi1 c� \ �-- _ \ \ c^ TO THE PROPOSED PAVEMENT OR UMITS�690.21 FINISHED GRADE. \ \ yZ �y�' \ \ SF \ ' A 690.16 � \ a \ z cfI JW � W \ \ Z INV OUT=679.09/�\� \" 1000, EX. INV=675.66\ r EX. 17'- " R�P STM. SEW. 0 0.2Z H C. LEWIS 9 No. 21621 w EX. INV ) \ EX. lNV=675. 0 \ i 04, �w IN=675.159 �h�\ \` \ \ �SSIONAL�� SURVEY: C.I.: ' EX. STY. DI P-L 2 TOP=684.19 / \\ �� EX. 21'-42" RCP STM. ; INV IN=680.17 / / 0.6X DRAWN BY: JOB NO.: INV OUT=680.13 \� \ JCL 0702014 e�,AA SCALE: DATE: EX. 56'-15" RCK + 9 / \�?� 1"=20.0' 03/28/07 STY. SEW. 0 1./ \ Q, SHEET: GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Department of Transportation, and the regulations of the Americans With Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-257-7777 at least two (2) working days, but not more than ten (10) days, prior to the commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and the appropriate utility company. 5. The contractor shall coordinate the relocation of and the connection to existing utilities with the appropriate utility company, where applicable. 6. All proposed utilities shall be installed underground. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived from a field survey performed by Painter -Lewis, P.L.C. (540) 662-5792. The field survey has been based on NAVD 88 using the GPS method. A contour interval of two (2') feet has been established for this project. 9. No soils report was prepared for this project. AIRPORT AUTHORITY MEASURES: 1. Any temporary construction equipment exceeding the overall height of the structure including all appurtenances will require filing a seperate 7460-1 form with the FAA and the Winchester Regional Airport prior to commencing any construction activities. 2. During construction all cranes shall be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. No less than 48 hours prior to construction, all intended hours and dates of construction operations shall be coordinated with: Mr. David Foley, Operations Supervisor Winchester Regional Airport Authority. 3. All outdoor lighting shall be shielded and amber in color in order to minimize light pollution to pilots on approach to Winchester Regional Airport. 4. Controlled burning shall be prohibited due to the close proximity to the Winchester Regional Airport runway. All unsuitable materials shall be hauled off -site to an appropriate disposal facility. PAVING AND CONCRETE: 1. The proposed entrances, main drive aisles, and loading areas shall receive the pavement section, as detailed on the plans. All points of connection with existing pavement sections shall be saw -cut to provide a smooth transition between pavement sections. 2. Where applicatble, all concrete shall be VDOT classification A-3 concrete. On -site curb and gutter shall conform to VDOT standard CG-6, CG-6R, and CG-2. Pavement component designations refer to VDOT standards. All work shall be done in accordance with the standards and specifications of VDOT. 3. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries, fence lines, and the construction limit lines shown on the plans. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his/her representative. Any damaged structures shall be repaired or replaced by the end of that working day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control devices shall be removed, as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. A trash rack shall be used as part of the construction entrance to help in the control of potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the contractor to maintain clean streets and to allay dust at all times. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities pertaining to the construction of this project. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off -site. 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the area as directed by the owner's representative for future finish grading. 4. All borrow fill material, if necessary, shall be obtained by the contractor and approved by a certified geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of the ASTM D-698 maximum dry density, or as directed by the geo-technical engineer. Fill slopes shall be no steeper than 3V:1 H. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner. 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 6" topsoil obtained off -site or from the topsoil stockpile on site. The topsoil shall be graded and raked prior to application of permanent vegetative cover. 7. All disturbed lawn areas shall be reseeded, fertilized and mulched as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia, Fire Marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and section 304, Use Group (B) Business of the B.O.C.A. National Building Code, 1996 Edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from buildings shall comply with the C.A.B.O. A117.7-92 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. National Building Code. 5. Chapter 17 of the B.O.C.A. National Building Code, 1996 edition requires that the structural plans and any special inspections (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description The property delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The owner proposes to construct a 12,799.50 square foot building addition to the existing 35,974 square foot building. The building is currently in use for manufacturing purposes. The new building addition will have one roll -up door as well as one door with a 4' dock for tractor-trailor loading and unloading. With the construction of the proposed building addition the owner will also have the existing gravel access drive and the gravel outdoor storage area excavated and repaved with the asphalt pavement section provided with these plans. Existing Site Conditions The existing site is currently in use as a manufacturing facility. The area to receive the building addition and site improvements slopes gently to the eastern bounday line and an existing drainage swale. Site Soils According to the Frederick County Soil Survey, the predominant soil types on the site are 1 B: Berks channery silt loam, 9C: Clearbrook channery silt loam, and 41 C: Weikert-Berks channery silt loam. These soils are part of the Weikert-Berks-Blairton association and are characterized by gently sloping, moderately deep and well drained soils formed in material weathered from shale or sandstone. Soil depths are expected to be 15 to 30 inches. Potential shink-swell and erosiveness are expected to be low to moderate. Construction Methods The proposed building will be slab on grade with strip footings installed just below frost depth. Site subsoils will be available for cut to fill operations with typical construction equipment. Adjacent Areas The northern, eastern, and western boundary lines are bordered by existing commercial and manufacturing developments. The southern site boundary is bordered by the Independence Drive right-of-way. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Critical Areas Critical areas are identified as the downstream perimeter of the work site where there is a high possiblity of sediment leaving the site. Perimeter erosion and sediment controls will be installed in this area as a first measure of construction. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance shall be installed at the beginning of the gravel access drive to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud elsewhere on the property and onto the public rights-of-woy. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 1 Temporary seedin in accordance with the E & S Std &Sec 3.31 will be applied all 3 3 g p pp areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is July 2007 through October 2007. 3.35 All seeded areas will be mulched in accordance with the schedule included on the constlruction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Schedule an onsite preconstruction meeting with the Erosion and Sediment control Inspector. 2. Establish the construction entrance. 3. Install silt fence along downstream perimeter of work areas. 4. Clear and grub the work area. 5. Strip, stockpile and stabilize topsoil. 6. Perform rough grading of the construction area. 7. Install improvements. 8. Perform final grading of site. Apply seeding and mulch. 9. Remove temporary controls within 30 days after work areas have been stabilized. NOTE: ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE TEMPORARY SEEDING. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. 1992 STONE CO STD UI✓iTI+Q11� EL � TRA 1�� �'E 70' MIlL A I'ILTER CLOTH' 5 WIN.t A I SIDE ELEVATION URC UIND �- VWT MI COURSE AGGIREGAIE MST EXTEND FULL WIDTH OF INGRESS AP40 EGRESS OPERATION 70' MIN. fi WASHRACK II f _ IoPTIINULI PCISITIVC OPAINAGF- To SEDIMENT I TRAPPINO DEVICc FLAN VIEW 12, WA. "`" - . " SECTION A -A REirrrUMLLi) IUNIKtit SECTION B--B ur : Adapted fr m 1 3 lStandards fo '1 So ceo M and r Sct1 1 r_Q$i;_ott, and Sediment Control, and Va. DSWC 111-9 -1.5" SM-2A -4" BM-2 -�" 21-A(MINIMUM STONE BASE INCLUDING EXISTING STONE) .................. _ COMPACTED Mi I �M 11. SUBGRADE �I,i�lll- ON -SITE PAVEMENT DETAILS NOT TO SCALE EROSION & SEDIMENT CONTROL KEY EXISTPCA PAVEMENT 3' MCIL)NIABLE !ERK _,, --► T t0' 14 10, MIN. Itr:k",�aTh,Tfi I�>�ve:rrT 7- to, MIN. -. &IKMLFI Grl I.L. 3.0 1992 CO STRUCTIO)V OF A SILT FF,.'firCFx' (47TH 1,71E 1_'-1) DT PORT,) SET POSTS AND EXCAVATE`. A 4"X4" 2 57ArPLF WRF F".NCIXG TC: THE POSTS TRLNCH UP%OPE ALON:, THE LINE or POSTS r-� eol_� FLOW 3 ATTACIT "HE FIL-L-Pr FABRIC TO 'H1 WIRL A. ISACKFILL AND COMPACT THE FFNCE AND EXTEND IT INTO THE TP�IN H EXCAVATED SOIL FLOW EXTEUSION OF FA ;,�C ANO WIRt If 0 T14 TKNCH. TwI.,TE`R ABRI w. Plate 3.02-1 Source: Adapted from Installation Of Straw and Fabric Filter Sherwood Barriers £or Sediment Control, and Want Y 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE F:::::: 3.05 SILT FENCE SF X-X_-X 3.32 PERMANENT SEEDING COMPACTED SUBGRADE 8" 21 -A GRAVEL SECTION DETAIL NOT TO SCALE 111 - 24 W& Plate 3.05-1 SITE SOILS MAP NOT TO SCALE ME N O_ LQ O N Z w J (` U Q LLI X Z >F- XZ O EE to Q q W JV)> aZZ W }w f- �gwwZZ ZC-0�_(/) ::) 0 LLI W m 0 3Y mV)W 0 W U 3 Z W CE 0 Z U In 3 W w LLI w N=3it LLI 0 V J O ILN 04 I,I E Cn04 +j O r I 0 U N a� N (0 I 3 N N (0 L 0 o '0 (0 CO a0 W 0)O O o Y�5. LnLn@ .. 1 Q) L- U 1 a) a1 N 4- LM_0O L O E O U U N F__ U p LL_ w Z 00 Q a 0 V) ZQ� J W �W Z0 Z Ow AyTibLEMS J No. 21621 k4�10NAL SURVEY: C.I.: P-L NA DRAWN BY: JOB NO.: JCL 0702014 SCALE: DATE: NA 03/28/07 SHEET: 3/3 GENERAL NOTES ABBREVIATIONS 1. The project delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The site is currently being utilized for manufacturing purposes by GRW Technologies, Inc. The property owner proposes to construct (a 13,000 square foot building addition for expansion of the existing use. No additional parking or loading facilities shall be constructed. Construction operations will encompass approximately one acre of the site. 2. Property Developer: J r. Glaize Realty 30 S. Cameron Street Winchester, Virginia 22601 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 4. Land Surveyor: PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 5. Site Data: Parcel Area: Construction Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback (R.O.W.): Required- 75' Rear Yard Setback: Required- 25' addition) Side Yard Setback: Required- 25' Side Yard Setback: Required- 25' addition) Maximum Building Height: Allowed- 60' F.A.R. Allowed- 1.0 Greenspace: Required- 25% ft.) Impervious Area: Allowed- 75% ft.) Contact: Mr. George W. Glaize, Telephone: (540) 662-5058 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 3.72 Acres 1.00 Acre (approximately) 64-A-159M M1 (Light Industrial District) Shawnee Manufacturing Manufacturing Provided- 92.9' Provided- 137.21' (proposed Provided- 36.9' Provided- 44.43' (proposed Proposed- 35' or less Provided- 0.30 Provided- 53% (85,916.54 sq. Proposed- 47% (76,213.50 sq. Existing Impervious Area= 63,414 sq. ft. Proposed Building Addition= 12,799.50 sq. ft. TOTAL IMPERVIOUS AREA= 76,213.50 sq. ft. 6. Parking Space Requirements: (Please Refer to approved site plan #37-04) Front Yard Setback(R-O-W): Required- 25' Side Yard Setback: Required- 5' Rear Yard Setback: Required- 5' Parking Spaces: Required for Manufacturing Use- 3 per 4 employees Total Projected Employees= 68** (68/4= 17x3= 51 Spaces Required) TOTAL SPACES REQUIRED: 51 TOTAL SPACES EXISTING: 76 including 4 HC spaces **No new employees are proposed with this expansion. Loading Space (12'x45') Required for Manufacturing Use- 1 per 40,000 s;q. ft. (Total Floor Area= 48733.50/40,000= 1.2 Spaces Required) TOTAL SPACES REQUIRED: 2 TOTAL SPACES EXISTING: 2 TOTAL SPACES PROVIDED: 2 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening were provided per approved Frederick County Site Plan #37-04. No additional landscaping was provided for this building addition. 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off -site illumination. 10. Trash Receptacles: There is an existing dumpster pad on the site within the enclosed outdoor storage area. No additional dumpster area is proposed. 11. Signs: All signs proposed for this development shall conform to section 165-201.06 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed by overland flow to the existing drainage swale running along the eastern boundary line. The storm water will flow to the existing storm water management facility down stream. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes- No sink holes 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. 14. Trip Generation: Trip generation was provided for this site in the approved site plan #37-04. It findings are based on the 68 projected employees for this facility. It's findings resulted: Week Day Trips= 735 Saturday Trips= 59 Sunday Trips= 24 Average Vehicles Per Day= 117 According to the VDOT 2005 trip data, Route 1092 had 690 average annual daily trips. RESPONSIBLE LAND DISTURBER I 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. SIP 30E=07D 0 1 M I THIRIGM11M I \ \ 64-A-159Q \ 64-A-1590 320 VICTORY ROAD 310 VICTORY ROA 320 VICTORY LANE, LC SHERAL YN J. WA TKINS, LL C ZONED. Ml \ ZONED: MI \ INST. 10JO020176 \ 64-A-159K \INST. #030022512 2916 VICTORY ROAD \ WATKINS FRONT ROYAL, LLC ZONED: MI INST. #080005265 64-A-159I 280 VICTORY ROAD VICTORY ROAD, LLC ZONED: Ml INST. #040000337 64-A-159N 212 INDEPENDENCE DR. BRADDOCK STREET PROPERTIES, LLC ZONED: MI nR• QRQ P(:• 147R v i EXISTING BUILDING of ll►L.CIrFi[ILrillC l/lffl.G ROUTE 1092 SPEED LIMIT: 35 MPH PROJECT OVERVIEW 1"=60' i / off l�_Z�-�� t �'C, e JOHN C LEWIS c. No. 0 - ZONAL 'A..... ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & 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 Go. 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 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 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). I LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE PLAN SHEET 3/3: CONSTRUCTION NOTES AND DETAILS ONING ADMINISTRATOR DATE C', Y 41 APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP USLY 07/26 SME [PLAN 250 INDEPENDENCE DRIVE SHAWNEEE MAGISTERIAL DISTRICT WESTVIEW BUSINESS PARK FREDERICK COUNTY, VIRGINIA 10 -LEWIS, P.L.C. PAINTER 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office@painterlewis.com PP CONSULTING JOB NO.: 0702014 SHEET: ENGINEERS March 28, 2007 1 /3 Latest Revision Date: November 19, 2014 GENERAL NOTES 1. The project delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The site is currently being utilized for manufacturing purposes by GRW Technologies, Inc. The property owner proposes to construct a 13,000 square foot building addition for expansion of the existing use. No additional parking or loading facilities shall be constructed. Construction operations will encompass approximately one acre of the site. 2. Property Developer: Contact: Mr. George W. Glaize, Jr. Glaize Realty 30 S. Cameron Street Winchester, Virginia 22601 Telephone: (540) 662-5058 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 4. Land Surveyor: PAINTER—LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 5. Site Data: Parcel Area: Construction Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback (R.O.W.): Required— 75' Rear Yard Setback: Required— 25' addition) Side Yard Setback: Required— 25' Side Yard Setback: Required— 25' addition) Maximum Building Height: Allowed— 60' F.A.R. Allowed— 1.0 Greenspace: Required— 25% ft.) Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Joe Ritchie Telephone: (540) 662-5792 3.72 Acres 1.00 Acre (approximately) 64—A-159M M1 (Light Industrial District) Shawnee Manufacturing Manufacturing Provided— 92.9' Provided— 137.21' (proposed Provided— 36.9' Provided— 44.43' (proposed Proposed— 35' or less Provided— 0.30 Provided— 53% (85,916.54 sq. Impervious Area: Allowed— 75% Proposed— 47% (76,213.50 sq. ft.) Existing Impervious Area= 63,414 sq. ft. Proposed Building Addition= 12,799.50 sq. ft. TOTAL IMPERVIOUS AREA= 76,213.50 sq. ft. 6. Parking Space Requirements: (Please Refer to approved site plan #37-04) Front Yard Setback(R—O—W): Required— 25' Side Yard Setback: Required— 5' Rear Yard Setback: Required— 5' Parking Spaces: Required for Manufacturing Use— 3 per 4 employees Total Projected Employees= 68** (68/4= 17x3= 51 Spaces Required) TOTAL SPACES REQUIRED: 51 TOTAL SPACES EXISTING: 76 including 4 HC spaces **No new employees are proposed with this expansion. Loading Space (12'x45') Required for Manufacturing Use— 1 per 40,000 sq. ft. (Total Floor Area= 48733.50/40,000= 1.2 Spaces Required) TOTAL SPACES REQUIRED: 2 TOTAL SPACES EXISTING: 2 TOTAL SPACES PROVIDED: 2 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening were provided per approved Frederick County Site Plan #37-04. No additional landscaping was provided for this building addition. 9. Lighting: No additional parking area lighting is proposed for this development. All lighting shall be sheilded and directed to preclude off —site illumination. 10. Trash Receptacles: There is an existing dumpster pad on the site within the! enclosed outdoor storage area. No additional dumpster area is proposed. 11. Signs: All signs proposed for this development shall conform to section 165-201.06 of the Frederick County Zoning Ordinance. 12. Storm water runoff generated by this development shall be managed by overland flow to the existing drainage swale running along the eastern boundary, line. The storm water will flow to the existing storm water management facility down stream. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes— No sink holes 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. 14. Trip Generation: Trip generation was provided for this site in the approved site plan #37-04. It findings are based on the 68 projected employees for this facility. It's findings resulted: Week Day Trips= 735 Saturday Trips= 59 Sunday Trips= 24 Average Vehicles Per Day= 117 According to the VDOT 2005 trip data, Route 1092 had 690 average annual daily trips. RESPONSIBLE LAND DISTURBER NAM E: 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. CG�3Mn o MLIDDNC� A1010 7 ON 6 7E [PLAN QMM NOR [R[F=,W03 ON� SM 3nn=0917o� i E I ��S 1 90 Mm RAN FREDERICK COUNTY, VIRGINIA y it 4 A 7 N- 4' I ` Sri'F, t SITE WINCHEMM AIRPORT � y N r_x rY , tl b Yf JNDE Yt ENCE``DR, a VICINITY MAP 1" = 2000' \ \ \ 64-A-1590 3f0 VICTORY ROA SHERALYN ✓. WATKINS, LLC 64-A-1590 320 VICTORY ROAD 320 VICTORY LANE, LC ZONED. MJ \ \ 64-A-159K ZONED: 114/ \ `,INST. #030022512 INS 10JO020176 296 VICTORY ROAD WATKINS FRONT ROYAL, LLC \ ZONED. A41 \ INST. 1080005265 o1001* e 64-A-1591 280 VICTORY ROAD VICTORY ROAD, LLC ZONED: M/ PROPOSED INST. #040000337 GRAVEL i ® PROPOSED 64—A-159N PAVEMENT 212 INDEPENDENCE DR. BRADDOCK STREET ® PROPERTIES, LLC / ZONED: Ml DB: 969, PG: 1478 i i `! PROPOSED ADDITION 64-A-159L WISTERIA GARDEN OF WINCHESTER, LLC / ZONED: A41 f INST. #070007635 EXISTING BUILDING 0000,� ,,< .01 o JOHN C. LEWIS s ® _ �•— � �� 'war ROUTE 1092 ONAL SPEED LIMIT: 35 MPH PROJECT OVERVIEW fliffins 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 Go. 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 CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL 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(OO.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITE PLAN SHEET 3/3: CONSTRUCTION NOTES AND DETAILS sq PIAAI�U4 ®Ar y��n � 6FR ZONING ADMINISTRATOR DATE J APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL (PREVIOUSLY 07/26/e �- AINTER- 9P.L.G. 817 Cedar Creek Grade, Suite 210 _ Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com CONSULTING JOB NO.: 0702014 SHEET: ENGINEERS March 28, 2007 1/3 Latest Revision Date: April 28, 2010 TOP=689.02 r 0000, \ 6" INV IN=681.13 CO 01 \ 6" INV IN=681.26 Cr �r 4 8' INV OUT=680.46 O. � 6" PVC SAN. �w 64-A-159K _ 103 - \ 296 VICTORY ROAD '� 895 PG 217)\ \ WATK/NS FRONT ROYAL, LLC EX. SAN. MH T (DB ZONED: Ml X. SAN. SEW E� T. Q TOP= 686.71 ---'- � Z Z INST. 1080005265 /NV=683.4 INV 1N=682.01 �O ��NV OUT=681.9� _----- �, _� \ W C_ \ \ \\ V=682.98 \ Z a U EX. 11 ' 15' CPVC STY. SEW. ® 4. 0% ` , 25' BRL W 0 W O / &SF \ , j Q Qn aFV \ 5 \ 01,100, Q� --OG 64-A-159/ 6cu, (N O 280 VICTORY ROAD NCTORY ROAD, LLCZONED. k1 \ ` PR. GRAVEL INST. 0000337 AREA LIMITS \ / EX. OUTDOOR STORAGE AREA \ \ �f / 1. REGRADE EX. GRAVEL AIND \ INSTALL NEW ASPHALT PVMT. o \ \ NECTION DICATED.R NEW GRAVEL, AS SF ` 2. NEW MATERIALS SHALL O f \ / GENERALLY MATCH EX. GRADES EX. AT FENCE LINE. \ CONIva C Z J EXISANG PR. ASPHALT W BOARD PAVEMENT AREA t ra'i LIMITS y SCREENING \ ~ -- �FENCE z� 1GC1 p 686. 0 HATCH INDICATES AREA 'pp. 686.2 EXISTING FENCE \� / TO RECEIVE PROPOSED pG ' TO REMAIN TO \ PAVEMENT SECTION. SAWCUT AND REMOVE PROPOSED BLDG. \ EX. CONC. IN FRONT �+• 686.30 CORNER. OF PROPOSED BLDG. 686.40 + •� `'�r. p� ADDITION. e� APPRX. LOC. \ \\ \ EX. SAN. MH F- OF DOCK DOOR TOP=680.05 DOCK ELEV.= 690.20\ INV IN=671.78 INV OUT=671.67 / \ 689.80 $F \ / EX. FIRE \ \ V HYDRANT • EX. GATE Q P 689.90 Q / • RR.- "� EX. FENCE (T.B.R.) WITHIN \ Z / •�- `moo / GAF 89.90 APPRX. LOC. OF PROPOSED BLDG. LIMITS 0 EX. SAN. MH / / 'pp. ROLL -UP DOOR \ ® a. / _ SLAB ELEV.= 690.20 �, - o - TOP-692.28 Nib) / �\ \ \ Q C INV=680.92 e� Z / %9 90.2 (2) EX. 6" PVC Roof \\ W (/? 5P�' gy9h / / ��'/ • Drains (T,B.R.) \ Z V V INV=688.50 \ 64-A-159N Q W / $ P S�(. l� / \ INV=688.46 spo• �",� \ 212 INDEPENDENCE DR. W W Z E / / / / .;� • \ / X. CONC. TO `-EX. CONC. STOOP (T.B.R.) \ �� \ BRADDOCK STREETZONOPt�OPERIIES, LLC Z Q � Z� 'pp, / \// BE PRESERVED \ ;o \\ DB.• 969, PG.- 1478 ®W Z = 0 EX. MILD OOR z \ J F- a- m U \ D ,�. o _ /. PROPOSED ; \ 3 Z w w BUILDING o \ \ M 0 Z V) o / . ADDITION cD � 3 w / FFE= 690.20 N / � EX. ACCESS DRIVE \ U U- / 1. REMOVE EX. GRAVEL AND INSTALL NEW \ N (n t,.. / ASPHALT PVMT. SECTION TO LIMITS SHOWN. BUILDING NOTES: \ rl 3, v'6, 2. NEW ASPHALT SHALL GENERALLY MATCH MATCH PR t / �'� �, Z / EX. GRADES IN ORDER TO MAINTAIN EX. 1. ALL UTILITIES REQUIRED FOR THE \\ E � PROPOSED ADDITION SHALL BE A EOP TO EX. pp, DRAINAGE PATTERN. CONNECTED THROUGH THE EXISTING PAVEMENT � BUILDING. \\ 54.9' �`� � 2. ALL DOWNSPOUTS FOR THE CO \ 6 PROPOSED ADDITION SHALL SPILL ON O TO THE PROPOSED PAVEMENT OR \ um"S�0 dG - 690 21 FINISHED GRADE. o -o \ ?` X. WA TER 04 MATCH PR. EOP ` MEN\ u, (CON a3i /\ WITH EX. FACE \ \ ;° / OF CURB REMOVE EX. CONC. \ t, AS REQ'D \ 0 'o, 0 p o Zoo Lr) l l l HYDRANT GJ� D200RS. DOCK \ \ EX. FIRE° �® 01. 1► 64CO 90.21 -A-159L l 1 1 \° E o WISTERIA GARDEN OF WINCHESTER, LLC (2) EX. ! N \ o ar. � a 'in - ZONED: MI l LOADING \ W ° ° ° - / l / SPACES / GRW BUILDING �� °' _ ° INST. AF070007635 / / / / \ \ � U •- F- w E � w P° z16 EXISTING FOOTPRINT= 35,974.00 sq. ft. Z co PROPOSED ADDITION= 12,799.50 s . ft.00, \ \ TOTAL FOOTPRINT AREA= 48 773.50 s . ft. \ Q USE: MANUFACTURING \ z° / , '=�Re FFE= 690.20 � \ i \ V Z WE iiiiiiiiii / U w INV OUT-67Q 09 / 10000, ®% { V EX. INV \ 17'- ' R�P STM. SEW ® 0.2% 10000 No. 21621 ell 2� 20 60 / �G/ EX. INV w X. INV O� _ \ S� ONAL h 690.20��� \ Scale 1" = 20 ft /I, SURVEY: EX. STY. D! / ;to �\�,\ � EX. 21'-42" RCP STM. P-L 2, ? ti / TOP=684.19 / \ \ `fr DRAWN BY: \ l l l "I EX. PARKING AREA `� INV IN=680.17 I \ 0.6% JOB NO.: �- INV OUT=680.13. JCL 0702014 ` SCALE: DATE: Gj EX. 56'-15' RCP VL 1"=20.0' 03/28/07 S7M. SEW. ® 1.4% SHEET: BRL _ 1 / . \ � EX. RIP RAP � cn .._ �- �� -_ � S �, / ; / . \ �. 2/3 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Department of Transportation, and the regulations of the Americans With Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-257-7777 at least two (2) working days, but not more than ten (10) days, prior to the commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and the appropriate utility company. 5. The contractor shall coordinate the relocation of and the connection to existing utilities with the appropriate utility company, where applicable. 6. All proposed utilities shall be installed underground. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived from a field survey performed by Painter -Lewis, P.L.C. (540) 662-5792. The field survey has been based on NAVD 88 using the GPS method. A contour interval of two (2') feet has been established for this project. 9. No soils report was prepared for this project. AIRPORT AUTHORITY MEASURES: 1. Any temporary construction equipment exceeding the overall height of the structure including all appurtenances will require filing a seperate 7460-1 form with the FAA and the Winchester Regional Airport prior to commencing any construction activities. 2. During construction all cranes shall be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. No less than 48 hours prior to construction, all intended hours and dates of construction operations shall be coordinated with: Mr. David Foley, Operations Supervisor Winchester Regional Airport Authority. 3. All outdoor lighting shall be shielded and amber in color in order to minimize light pollution to pilots on approach to Winchester Regional Airport. 4. Controlled burning shall be prohibited due to the close proximity to the Winchester Regional Airport runway. All unsuitable materials shall be hauled off -site to an appropriate disposal facility. PAVING AND CONCRETE: 1. The proposed entrances, main drive aisles, and loading areas shall receive the pavement section, as detailed on the plans. All points of connection with existing pavement sections shall be saw -cut to provide a smooth transition between pavement sections. 2. Where applicatble, all concrete shall be VDOT classification A-3 concrete. On -site curb and gutter shall conform to VDOT standard CG-6, CG-6R, and CG-2. Pavement component designations refer to VDOT standards. All work shall be done in accordance with the standards and specifications of VDOT. 3. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries, fence lines, and the construction limit lines shown on the plans. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his/her representative. Any damaged structures shall be repaired or replaced by the end of that working day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control devices shall be removed, as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. A trash rack shall be used as part of the construction entrance to help in the control of potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the contractor to maintain clean streets and to allay dust at all times. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities pertaining to the construction of this project. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off -site. 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on -site, if applicable, in the area as directed by the owner's representative for future finish grading. 4. All borrow fill material, if necessary, shall be obtained by the contractor and approved by a certified geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of the ASTM D-698 maximum dry density, or as directed by the geo-technical engineer. Fill slopes shall be no steeper than 3V:1 H. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner. 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 6" topsoil obtained off -site or from the topsoil stockpile on site. The topsoil shall be graded and raked prior to application of permanent vegetative cover. 7. All disturbed lawn areas shall be reseeded, fertilized and mulched as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia, Fire Marshal. 2. All buildings and additions shall comply with the Virginia Uniform Statewide Building Code (V.U.S.B.C.) and section 304, Use Group (B) Business of the B.O.C.A. National Building Code, 1996 Edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from buildings shall comply with the C.A.B.O. A117.7-92 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. National Building Code. 5. Chapter 17 of the B.O.C.A. National Building Code, 1996 edition requires that the structural plans and any special inspections (soil testing, concrete, steel, etc.) shall be performed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description The property delineated on this plan is located at 250 Independence Drive in the Westview Business Park. The owner proposes to construct o 12,799.50 square foot building addition to the existing 35,974 square foot building. The building is currently in use for manufacturing purposes. The new building addition will have one roll -up door as well as one door with a 4' dock for tractor-trailor loading and unloading. With the construction of the proposed building addition the owner will also have the existing gravel access drive and the gravel outdoor storage area excavated and repaved with the asphalt pavement section provided with these plans. Existing Site Conditions The existing site is currently in use as a manufacturing facility. The area to receive the building addition and site improvements slopes gently to the eastern bounday line and an existing drainage swale. Site Soils According to the Frederick County Soil Survey, the predominant soil types on the site are 1 B: (Berks channery silt loam, 9C: Clearbrook channery silt loam, and 41 C: Weikert-Berks channery silt loam. These soils are part of the Weikert-Berks-Blairton association and are characterized by gently sloping, moderately deep and well drained soils formed in material weathered from shale or sandstone. Soil depths are expected to be 15 to 30 inches. Potential shink-swell and erosiveness are expected to be low to moderate. Construction Methods The proposed building will be slab on grade with strip footings installed just below frost depth. Site subsoils will be available for cut to fill operations with typical construction equipment. Adjacent Areas The northern, eastern, and western boundary lines are bordered by existing commercial and manufacturing developments. The southern site boundary is bordered by the Independence Drive right-of-way. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Critical Areas Critical areas are identified as the downstream perimeter of the work site where there is a high possiblity of sediment leaving the site. Perimeter erosion and sediment controls will be installed in this area as a first measure of construction. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance shall be installed at the beginning of the gravel access drive to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud elsewhere on the property and onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is July 2007 through October 2007. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone( 1401 b/ 1 000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Schedule on onsite preconstruction meeting with the Erosion and Sediment control Inspector. 2. Establish the construction entrance. 3. Install silt fence along downstream perimeter of work areas. 4. Clear and grub the work area. 5. Strip, stockpile and stabilize topsoil. 6. Perform rough grading of the construction area. 7. Install improvements. 8. Perform final grading of site. Apply seeding and mulch. 9. Remove temporary controls within 30 days after work areas hove been stabilized. NOTE: ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE TEMPORARY SEEDING. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED. A ji STONE CONS TR UC'ION ENTRANCE LXISTING GROUND TO" MUL FILTER CLOTH- C MIN. I A I SIDE ELEVATION 70' 1dM1. WASNRACK I (� tVrIDMA.) tz� NIN. � li l lllill l�="�` v00T b) P=TIVC PRAINAM COVRSE A�GREGAT£ H T❑ SCDVWNT I TRAPYINIR DCYICC . MUST EXTEND FULL WIDTH 4F INGRESS 410 EGRESS PLAN VIEW OA�RATION EXI T T ING RAVEI�N t M"I ABLE: MR" (nP11rlNcu > T to, r[n. X ISTIWI n r�ErtE?+T la' M3N. I 12, Mo. IP "`R 11.1" SECTION A --A RE INfCDiCC D COWCRE TE SECTION B-8 Source: Adapted from 19K Maryl,And Star s f T Sail Erosion and Sediment Control, and 'Va. DSWC Ili • 9 LWAIM JYAI.G J a 3.02 Plate 3.02-1 1.5" SM-2A r4" BM-2 -�" 21-A(MINIMUM STONE BASE INCLUDING EXISTING STONE) COMPACTED III_ SUBGRADE , I I ON --SITE PAVEMENT DETAILS NOT TO SCALE EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE ((;E ............................... 3.05 SILT FENCE X X X X 3.32 PERMANENT SEEDING 17S 1992 M1 CONSTRUCTION 01" A SILT FENCE" (WITH WINE UPPORT) 1. SET COSTS AND ExCAWC A 4" KC S-AW I*A( F£NOKIG TO THE POSTS TREMC►i LIPSLOPE ALONG THE TINE Of POSTS rR -r s - ­1 110 3 ATTACH TEE 11`11_7ER FABRIC, 110 THE 'WRE FFNCE AND EXTEND IT INIO THE TM;"NCH )rLo W 4 34CKF11. AND COWPACT 7K 0 CAVATE D SOE., lt�l EXTENSION Of FA5RIC AND WIRE INO THE TKrsCH FEI.TFR FABI21C Source: Adapted from Installation p Straw and Fabric Filter &arriers for Sediment Control, Sherwood and Wyant Plate 3,05-1 COMPACTED SUBGRADE 8" 21-A GRAVEL SECTION DETAIL NOT TO SCALE 11I - 24 SITE SOILS MAP NOT TO SCALE iw M(OINM_ Q ~ E? G O Z O S Q Li.l Q Q � O o C& CN CN �o O N O 0 Z (n Z � 0 F W (n < 0 0 LLi J W Ix Z > �" Z 0 W J Z �ZLL V W w Z C��W W Z 0- Z. :3 ® F- LZLJ m o OV)W� ITS a - Y 3 Z W i> 0 lix 0 Z �0 Lo3WW to 0 Ld C) c,n LA_ d 6 ■ O 0 N E ■. �O 0)� t` o N 1 N 3 O .� O O C) .a J In� C 1 � L• � v W L O O C) °' L o W Z r- ® a0 PtiT of JOH C. L 5 '' No. 21621 �k �1 SURVEY: C.I.: P-L NA DRAWN BY: JOB NO.: JCL 0702014 SCALE: DATE: NA 03/28/07 SHEET: 3/3