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HomeMy WebLinkAbout12-99 Winchester Tool & Machine (Addition) - Back Creek - Backfile (2)VICINITY MAP SCALE: 1" = 2000' GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. L E G E N D EXISTING NEW — .— 440 — -- +440 120 I —W — — S — STATE ROUTE 651 SHADY ELM ROAD -- __- (45 MPH SPEED LIMIT) - E -- --i 50 EX. DI-1 CID EXISTING FIRE DESCRIPTION CONTOURS SPOT ELEVATION PROPERTY LINE BUILDING EDGE OF PAVEMENT/ FACE OF CURB WATER LINE SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC LINE KITTY B: HOCKMAN TRUSTEE 63 ((A)) 60 USE: VACANT ZONING: M1 STATE ROUTE 651 N ",� 30'R 566.77' DAWSON INVESTMENTS 75 ((A)) 1A MAURICE W. & GARLAND E. PERRY USE: LIGHT INDUSTRIAL 75 ((A)) 1 ZONONG: M1 DAWSON INVESTMENTS USE: VACANT 63 ((6))2 ZONING: M1 OD11.0 AC, rn USE: VACANT tJ 00 - vs ZONING: M1 a rn t S45.3q'?n"w 593.50 BERRY STERLING CORP. 75 ((A)) 1 B USE: VACANT ZONING: M1 TOTAL SITE BOUNDARY SCALE: 1' = 300' IN HYDRANT -- LUNINU NUIC.J ffz//;� y Cf EXIST. N OWNER: Dawson Investments METER 37 SPA�ES 10' EXIST. VAULT - 110-A Industrial Drive 5 Winchester Va. 22602 2 ~ I TYP) LSSPACE �- (540) 869-1150 SETBACK -- --- - --- - » LINES ______ __-_ — 8 --� (TYP.) —� -- --- ----- --- --- ----� t ---- - W --�- yy DEVELOPER: Dawson 0 Investments Winchester, Va. 22602 2" ( 2" EXIST. (540) 869-1150 W 20' WA R LINE ,'� ZONING: M1 ^ USE GROUP F-2 I USE GROUP F-2 USE GROUP F-2 I ESMT. LP r] x EXISTING I I I - 23' --__ PROPOSED USE: Light Industrial fn �`' SIDEWALK I — --- (TYP.) ( EXISTING BUILDING ( I uSE _ a GROUP 20 SPACES SETBACKS: Front - 75' I I - C I Side - 25' I EXISTING 41,920 S.F. GROUND FLOOR AREA EXISTIN CONCRETE PAD I B rn C I Rear - 25' rn USE GROUP B USE GROUP B USE GROUP F-1 m I TO BE �EMOVED -, - ( I I FIFE = 795.00 I I I rE, DEWALK SITE I I I EXISTING METAL SHED ) 25 _ ACREAGE: DDOTTURBED AREA 0 approx. 0.23 Ac. 27' EXIS G NOTE: THIS BUILDING CONTAINS NO ASBESTOS I TO BE REMOVED --� FIRE (-►-- EXISTING I I ) EXISTING METAL ST IRS NUMBER OF FLOORS: 2 storys (office area) CLASS A3 HYDR NT 9 X9 DOOR -- ( TO BE REMOVED I INECONC. WALK FIREWALL ISIDEWA K 0FIN. GRADE (TYPICAL) !!GROUND FLOOR AREA: 48,170 sf 10 X10 CONC. PPlD --- G I (�-- VARIES-SEE PLAN 4" TOTAL FLOOR AREA: 50,090 sf -- _ EX. DI-1 O - -, III_ ,,—,,, -- - I �': EX. DI 1 FLOOR AREA RATIO: 50,090 sf / 479,160 sf = 0.0106 t till 2 SPACES EXIST. -- » LOADING EXIST. AD ITION - A DITION I GRADE TO f';. I HEIGHT: " approx. 24' above grade N -- 6 X 6 I I LOADING RO F ONLY ' 0 250 S.F. DRAIN w1.4 x W1.4 w.W.F. I SPACE SPACE /-4,' CRUSHED � _ _ - - _ 18 5 S.F. � , FF = 795.00 (TYP.) �_PARKING REQUIRED: 3 spaces per 4 employees d m 790 / �/ f I CASE GROUP_ F-2 ` r'' 67 employees x .75 = 51 spaces STONE BASE x I - — , X S Total provided = 68 spaces (incl. 4 handicap spaces) VDOT TYPE I, � � + 7rj a 125' � - -- _. - 6' N0. 21B ---- --- - -- - - - FT1 AGGREGATE II ''' M cn LOADING SPACES REQUIRED: 1 space per 40,000 sf floor area TYPICAL CONCRETEin I `� J _ I CRANE TRACK EXI NG o N 50,090 SF / 40,000 = 2 spaces _U L-- ---- L - _ SIDEWALK SECTION - - -- -- SEE ARCHITECTURAL CUR Total provided = 4 spaces �- EXISTING EDGE DRAWINGS (NO SCALE) OF PAVEMENT r _ ENVIRONMENTAL FEATURES: No environmentally sensitive features exist on site. _ E - - --- '---- - -- --- -- - - -_-- __- TRAFFIC GENERATION: 576 VPD. No additional traffic will be E - -- ----- --- _ - - - - -r - - _ - - - - - -- - - 788 - - - - - - - - -- ---- generated by this addition.) - _ -- - -- - - - - - - _ g6 - - -- --- -- -- - - -- - ---- - - - _ __ � - tot acre --- W - ,, - ---- - - W - - - �'�-- 7 8' � W 8» OPEN SPACE: REQUIRED - 309i; of al site age II EXIST. PROVIDED = 8.22 Ac. = 75% _ 20' WATER -- POWER POLE (TYP.) _ _ _ - - - - - - ` - - -784 _ _ _ LINE ESMT. IMPERVIOUS AREA: Approx. 2.78 Ac. S F SILT FENCE u EROSION AND SEDIMENT CONTROL NARRATIVE Project Description The intent of this plan is to prevent accelerated soil erosion and sedimentation and to protect the streams of the Commonwealth of Virginia. The purpose of this project is to ' construct an addition to an existing building and a crane track. There is approximately 0.2 acre of land to be disturbed. Existing Site Conditions The site is on existing manufacturing facility. The site consists of an existing building and paved drives and parking areas. The soil on site is Carbo silt loam. This is a moderately deep, well —drained soil with 7 to 15 percent slopes Surface runoff is medium and the erosion hazard is severe. Adjacent Property The site is bordered on the norhtwest by State Route 651 and on the northeast by State Route 880. The site is bordered on the remaining sides by undeveloped posture. Critical Erosion Areas There are no critical erosion areas on the site. No. REVISIONS DATE CHILD. REVISED PER COUNTY PRELIMINARY REVIEW COMMENTS 2/1/ DLB REVISED PER COUNTY REVIEW AGENCIES' COMMENTS /7/ DLB ROOF ONLY ADDITION ADDED TO PLAN 2/24/99 MS PROFESSIONAL SEAL: o � " No. 16V2 -1 IONAL Erosion and Sediment Control Measures Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook, 1992 edition. 1. Silt Fence — 3.05 A temporary silt fence shall be erected to prevent sheet erosion from construction activities. 2. Temporary seeding — 3.31 Temporary seeding shall be applied within 7 days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Selection of temporary seeding shall be in accordance with Table 3.31C of the Virginia Sediment and Erosion Control Handbook, 1992 edition, for the appropriate season. Temporary seeding shall be fertilized and mulched in accordance with Section 3.31 of the Virginia Erosion and Sediment Control Handbook, 1992 edition. Management Strategies 1 Construction shall be sequenced so that grading operations con begin and end as quickly as possible. 2 Immediately following grading on the site place gravel base on the limits of paved areas. Then permanently stabilize the remainder of the site with vegetal cover. All unpaved disturbed areas shall be mulched, limed, fertilized and seeded within 7 days after final grade is reached or within 7 days if the area is to be left in a rough grade condition for more than 30 days PROJECT. DAWSON INVESTMENTS BUILDING EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA EXIST. 0 METER QD VAULT I 3. The Contractor shall be responsible for the installation and maintenance of all erosion and sediment control practices. Permanent Stabilization All areas not otherwise covered shall be stabilized with permanent seeding immediately following finish grading. For seedbed preparation, lime and fertilize according to soil test. Compacted, crusted or hardened soils shall be loosened by disking, raking, harrowing or other means. Evenly apply seed with hydroseeder Seeding mixtures, rates and dates shall be in accordance with Std. and Spec. 3.32 of the Virginia Erosion and Sediment Control Handbook, 1992 edition Immediately after seeding is completed, all areas shall be mulched Use straw at the rate of 2 tons per ocre and anchor. Other mulch materials maybe used in accordance with the Virginia Erosion and Sediment Control Handbook, 1992 edition. Permanent soil stabilization must be applied to denuded areas within 7 days after final grade is reached on any portion of the site. Also apply permanent soil stabilization to areas that may not be at final grade but wil remain dormant for longer than one year. Maintenance 1. In general, all erosion and sediment control measures shall be checked weekly and after each significant rainfall, and shall be maintained according to the guidelines set forth in the Virginia Erosion and Sediment Control Handbook, 1992 edition. 2 All seeded areas shall be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as necessary. Ni Roof only addition over pavement does not add impervious area to site. Thus, stormwater runoff from site remains the some. SITE PLAN o y �•�' `�� G Patton Harris Rust&Associates,pc L40neers,&wveyon,Planners,Iandsoape Archillie s 100 s. Main street Bridgewater, Vir8lnia 22812 703—e28-2e16 Metro-385-3835 GENERAL NOTES 1 The existing underground utilities shown hereon are based upon available information. The Contractor shall be responsible for determining the exact location of all utilities before commencing work and for uny damages that occur by his foilure to locate or preserve these utilities If during construction the contractor should encounter utilities other than those shown on the plans, he shall notify the engineer and take necessury and proper steps to protect the facility and assure the continuance of see vice. Any discrepancies found between the dr,iwings and site conditions or any inconsistencies or ambiguities in the drawings shall he imme.diutely reported t the Owner, who shall prorTlptly correct such rnconsrsthncres or ambiywtres Work dour by the Contractor without direction otter hi,, discovery of such rnconsi0encles, discrepancies, or arribiyulties. -.hall b• done ut the Conte oc for 's isk. 3 The r ontractor shall be responsible lot o� Ul .,ill noce,ssary permit, RECEIVE before uny construl begins Contru.tor -.hull notify Mire utility (800) 552- 7001 48 hours prior to excavation l:antr,ti tor-,h,rll MAR 17 7 7999 installation of elrrtricul, gus, terlgphone„ and CA 1V . 1 I NAL S I't'E i'I t) 2- —1 y DEPT, OF PLANNING/DEVELOPI &PPRGVLG ATF- PPRO BT, REDERIC (-,nl1N1Y LOj Q .) I`_� I I,'A I Lik SIG. ' .� DATE � CV. Offices: Fairtaz,V m. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. Chantilly,Va. Winchester,Va. PHR&A DESIGN SAT, RAS cm. JDH SHEET I OF Dift JAN. 81996 SAT, RAS SCAU FILE NO. 9287- 20 VICINITY MAP SCALE: 1" = 2000' CLASS A3 FIN. GRADE -7/ CONC. WALK VARIES -SEE PLAN , 4" i =I \-6• X 6" `N W1. 4 X W1. 4 W. W. F. 4" CRUSHED STONE BASE VDOT TYPE I, NO. 21 B AGGREGATE TYPICAL CONCRETE SIDEWALK SECTION (NO SCALE) LEGEND KITTY B: HOCKMAN TRUSTEE 63 ((A)) 60 USE: VACANT EXISTING NEW DESCRIPTION ZONING: M1 - - 440 - - CONTOURS STATE ROUTE 651 GRAPHIC SCALE +440.5 SPOT ELEVATION N4_'? " 30'R 30 0 15 30 60 120 566. 77' _ �-- PROPERTY LINE - - _� BUILDING DAWSON INVESTMENTS IN FEET ) MAURICE W. &GARLAND E. PERRY USE: LIGHT INDUSTRIAL 1 inch = 30 ft. ---- EDGE OF PAVEMENT/ FACE OF CURB 75 ((A)) 1 ZONONG: M1 DAWSON INVESTMENTS USE: VACANT o 63 —W — WATER LINE ZONING: M1 00 11.0 AC, rn USE V(AC)ANT N � — S SANITARISEWER LINE c0 v! ZONING: M1 co = rr1 -- ----- --- STATE ROUTE 651 SHADY ELM ROAD STORM SEWER LINE - -- - -- (45 MPH SPEED LIMIT) — E - - -- OVERHEAD ELECTRIC LINE 50 EX. DI-1 I EXISTING � FIRE I N HYDRANT--,, - =' l RE EXIST. : N 37 SPA ES 10� _ METER EXIST. VAULT z LOADING F TYIP ) SETBACK -- --� _- -- — - I SPACE F I LINES -80 (TYP.) Fr __7_ 1 1-- —17 a- _ _�_ 2" I 2" EXIST. � U1 v� W I I W 20' WA R I I I LINE ---- ------ I USE GROUP F-2 I USE GROUP F-2 I ESMT. L 51 t-1 --- EXISTING USE GROUP F-2 SIDEWALK ( I - (TYP.) ( EXISTING BUILDING I USE _ u 70 GROUP 20 SPACES Q EXISTING 41,920 S.F. GROUND FLOOR AREA EXISTINf CONCRETE PAD ! B __ rn rn USE GROUP B USE GROUP B USE GROUP F-1 TO BE REMOVED — -- EXISTING o �' i-------- I I I FFE = 795.00 ( I I IDEWALK r trJ I ( NOTE: THIS BUILDING CONTAINS NO ASBESTOS EXISTING METAL SHED — (TYP.) 25 27' EXIS G � TO BE REMOVED - FIRE I ---EXISTING J 9 X9 DOOR EXISTING METAL ST/�IRS HYDR NT F RWA L I IL TO BE REMOVED I I i NE f I TYPICAL I ` I, I SIDEWALK I I (TYPICAL) 10 X10 CONC. PAID -- � T - EX. DI-1 =7J + - - - - - -�- -- C% EX, DI-1 2 SPACES EXIST. EXIST. �` ' AD ITION ADDITION GRADE TO LOADING LOADING RO F ONLY SPACE , � L � o � 250 S.F. DRAIN �` ' -� ` ` _ _ SPACE 18 5 S.F. `n J = 795.00 (TYP.) 7` 790 -- _ _ USE GROUP F-2 I �' s m rlp _ nl MOI E cn In �I � o I 1 al I CRANE TRACK EXI NG - N 1 - - SEE ARCHITECTURAL CUR � II �- EXISTING EDGE DRAWINGS / OF PAVEMENT �71 - -- - - - - -, --- - - - - - = -- Asa -- - _ _ - _ - - - -- --- - - - --- -- - F-- - - - - - -- - - — - _ - I _ `� — / 86 n W------ W�. --- — ------ W II EXIST. �L- 20' WATER I \` POWER P LE (TYP.) _ _ - - _ - _ - — - - - - ` - -784 _ LINE ESMT. -- --___ EXIST.-' U' S SILT FENCE METER QD VAULT 3 � I EROSION AND SEDIMENT CONTROL NARRATIVE Project Description The intent of this plan is to prevent accelerated soil erosion and sedimentation and to protect the streams of the Commonwealth of Virginia. The purpose of this project is to I construct an addition to on existing building and a crone track. There is approximately 0.2 acre of land to be disturbed. Existing Site Conditions The site is an existing manufacturing facility. The site consists of an existing building and paved drives and parking areas. The soil on site is Carbo silt loom. This is a moderately deep, well -drained soil with 7 to 15 percent slopes. Surface runoff is medium and the erosion hazard is severe. Adjacent Property The site is bordered on the norhtwest by State Route 651 and on the northeast by State Route 880. The site is bordered on the remaining sides by undeveloped pasture. Critical Erosion Areas There are no critical erosion areas on the site. No. REVISIONS DATE I CHIC. REVISED PER COUNTY PRELIMINARY REVIEW COMMENTS 2/1 / DLB REVISED PER COUNTY REVIEW AGENCIES' COMMENTS 3/7/Ck DLB ROOF ONLY ADDITION ADDED TO PLAN 24/ MS I~ o� No, 16M 2�24 ! yY ONAL SEAL: Erosion and Sediment Control Measures Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook, 1992 edition. 1. Silt Fence - 3.05 A temporary silt fence shall be erected to prevent sheet erosion from construction activities. 2. Temporary seeding - 3.31 Temporary seeding shall be applied within 7 days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Selection of temporary seeding shall be in accordance with Table 3.31C of the Virginia Sediment and Erosion Control Handbook. 1992 edition, for the appropriate season. Temporary seeding.sholl be fertilized and mulched in accordance with Section 3.31 of the Virginia Erosion and Sediment Control Handbook, 1992 edition. Management Strategies 1 Construction sholl be sequenced so that grading operations can begin and end as quickly as possible. 2. Immediately following grading on the site place gravel base on the limits of paved areas. Then permanently stabilize the remainder of the site with vegetal cover. All unpaved disturbed areas shall be mulched, limed, fertilized and seeded within 7 days after final grade is reached or within 7 days if the area is to be left in a rough grade condition for more than 30 days PROJECT`. DAWSON INVESTMENTS BUILDING EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 3. The Contractor sholl be responsible for the installation and maintenance of all erosion and sediment control practices. Permanent Stabilization All areas not otherwise covered shall be stabilized with permanent seeding immediately following finish grading. For seedbed preparation, lime and fertilize according to soil test. Compacted, crusted or hardened soils shall be loosened by disking, raking, harrowing or other means. Evenly apply seed with hydroseeder Seeding mixtures, rates and dates shall be in accordance with Std. and Spec. 3.32 of the Virginia Erosion and Sediment Control Handbook, 1992 edition. Immediately after seeding is completed, all areas shall be mulched Use straw at the rate of 2 tons per acre and anchor. Other mulch materials maybe used in accordance with the Virginia Erosion and Sediment Control Handbook, 1992 edition. Permanent soil stabilization must be applied to denuded areas within 7 days after final grade is reached on any portion of the site. Also apply permanent soil stabilization to areas that may not be at final grade but wil remain dormant for longer than one year. Maintenance 1. In general, all erosion and sediment control measures shall be checked weekly and after each significant rainfall, and shall be maintained according to the guidelines set forth in the Virginia Erosion and Sediment Control Handbook, 1992 edition. 2. All seeded areas shall be checked regularly to see that a good stand is maintained. Areas should be fertilized and reseeded as necessary Note: Roof only addition over pavement does not add impervious area to site. Thus, stormwater runoff from site remains the some. SITE PLAN %_1 i H_ Patton h, 'I r •�► I A 2612 0{ ,: .NIMWO BERRY STERLING CORP. 75 ((A)) 1B USE: VACANT ZONING: M1 TOTAL SITE BOUNDARY SCALE: 1' = 300' OWNER: Dawson Investments 110-A Industrial Drive Winchester, Va. 22602 (540) 869-1150 DEVELOPER: Dawson Investments 110-A Industrial Drive Winchester, Va. 22602 (540) 869-1150 ZONING: M1 PROPOSED USE: Light Industrial SETBACKS: Front - 75' Side - 25' Rear - 25' ACREAGE: TOTAL SITE = 11.0 Ac. DISTURBED AREA - approx. 0.23 Ac. NUMBER OF FLOORS: 2 storys (office area) GROUND FLOOR AREA: 48,170 sf TOTAL FLOOR AREA: 50,090 sf FLOOR AREA RATIO: 50,090 sf / 479,160 sf = 0.0106 HEIGHT: approx. 24' above grade PARKING REQUIRED: 3 spaces per 4 employees 67 employees x .75 = 51 spaces Total provided = 68 spaces (incl. 4 handicap spaces) LOADING SPACES REQUIRED: 1 space per 40,000 sf floor area 50,090 SF / 40,000 = 2 spaces Total provided = 4 spaces ENVIRONMENTAL FEATURES: No environmentally sensitive features exist on site. TRAFFIC GENERATION: 576 VPD. (No additional traffic will be generated by this addition.) OPEN SPACE: REQUIRED = 30% of total site acreage PROVIDED = 8.22 Ac. = 75% IMPERVIOUS AREA: Approx. 2.78 Ac. GENERAL NOTES r 1 The existing underground utilities shown hereon are based upon available information. The Contractor shall be responsible for determining the exact location of all utilities before commencing work and for any damages that occur by his failure to locate or preserve these utilities If during construction the contractor should encounter utilities other than those shown on the plans, he shall notify the engineer and take necessary and proper steps to protect the facility and assure the continuance of service. 2. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in the drawings shall be immediately reported t the Owner, who shall promptly correct such inconsistencies or ambiguities. Work done t y the Contractor without direction after his discovery of such inconsistencies, discrepancies, or ambiguities, shall be done at the Contractors risk. 3. The Contractor shall be responsible for acquirinq all necessary permits before any construction begins. Contractor shall notify Miss Utility (800) 552-7001 48 hours prior to excavation Contractor shall coordinate installation of electrical, gas, telephone, and CATV servrk es. fINAV SITE PI Offices: Fairfaz,Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. ChantWy,Va. Winchester,Va. SURVEY DATE PHR&A JAN. 8, 1996 DESIGN DRAWN SAT, RAS SAT, RAS chllm. SCALE J D H 1„ - 301 SHEET 1 OF FILE NO. 9287- 20