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HomeMy WebLinkAbout022-98 D - K Erectors & Maintenance Inc. - Shop Building - Gainesboro - Backfile40 0 40 Scale 1 " = 40 ft \\ I i ONE — 40—A-94D t // T — ROGER B. FLETCHER P.O. BOX 173 \ WHITE POST, VA 22663 1 ZONING: RA _ USE. RES/DENTL4L . . . . _ — �`�_ //EX 18' X 14" ACCMPA ARC = 683.49 CM N36'47 U E' 674.07 Ex. srmRs_ EX. STONE DRIVE 76 ' \ EX P.P. �n2EE5.-.� � �/ -� — -J _ — — — — 678 / � . -'T EX SI NVE DRIVE 1 - _ --- D( DRIVE Ole EX. 6E 77C TANK 52' \ — — — _ —684— — -- 20- 20' _ - 686 DST — - EX 7REES ( / ✓ J - EX. 36' CUP I r 50IX/STING 1-STY M7L BLDG. Q. 9400 SF H=33' / CONE FF = 6816.2+/- 42' EX. ELEC. METER / EX 40' ff'PW— EX. GRAVEL ACCESS 42' USE. SHOP y SWI7CH BOXES O EX P.P. - ---- a_ — — — DC. HC SIGN EX.J �/_— IX P fJC -P.P 202' / DC P.P. ,F 64477 WINCHESTER & WESTERN RAILROAD _ D( CHNNL/NK�FENCE \— 343.030 25' BUILDING SET&4CK \ EX. STONE 75' /I64C77VE BUFFER —2V E CM,---BIff ER I \ p \ \ I � CONC, I EX. STONE I I � PAD Q ...... '/ � EX.EX FF = 689.1-STY METAL EX. RETAINING WALL ( EXISTING CONC 0+/- D( RETAINING WALL J PAD HEIGHT 22' SE: SHOP CONC I I A / 71LE 2320 SF PAD I t Fl • ,/ / — EX. STONE HC ACCESSIBLE SPACE ` EX. STORAGE ` 6 \ 20' X 13' - o �FF < INSTALL 6 CONC. WHEEL I/ �► � 8 � EX. DIST. BOX STOPS AND STRIPE AS SHOWN. EX. STONE EX STONE IX PRIME AND DOUBLE SEAL ALL PARKING AREAS +_ ��—/ 69p\\. • .:� \ ® _ _ -692 FX CHNN UNK FENCE_, / :____--■ ` ` \ ` \ \ \ INSTALL STRIPING ,__.---■-- _ �--` --.\�� EX DIRT ROAD �_ /— • AND 6' CONC. WHEEL' -7 ` EX. WELL \� EX GATE �� //G— �- �- `� / p STOPS AS SHOWN �, • EX. WELL / / � * �•---.._- __-- ----- y �,_ � � �- T 'C- "\� � /�. / '~ � -,... 40-7-3 EX DENSE 7REEs /DONALD L. BAUGHMAN �+ l EX LOG BLDG / /* ��' / 21 LITTLE NORTH LANE FF = 693.0+/- / /J ���/ / STAR TANNERY, VA 22654 HEIGHT- 26 ' USE. 1 45MFE / / / _94A ZONING: RA N J I I D I R� �jVE ACME REAL ESTATE LLC USE. RESlDEN71Al a Y OR ZONING: M-2 �� USE. INDUSTRIAL SERVICES/STEEL FABRICATION / o / �- / 7� DAY DRIVE /S AN UNDEFINED, INSTALL STRIPING © �% ND 6' CONC. WHEEL PRIVATE ACCESS RIGHT-OF-WAY A�f • ` Y STOPS AS SHOWN I Cm/� / • S EX. ASPHALT `D� �` �/' BU /�` •� • 52NI / may- Clio i 40-7-2 ( Dl. DENSE TREES � / I(JA HARDMAN, DOUGLAS B. & M/NTA M. 11j1� IX D(. SIGN / Dl MAILBOXET �5 /�!' / / 125 OAK DRIVE �•_ _.� Q' —� W/NCHESTER, VA 22603 llll /f ZONING: RA USE. RESIDENTIAL D TWIN _ 111118`p RCP , 10-c �' / 000 / / , 8�►�p1N� 5 / TEX TEL -. / 82g.5 3' �- �-- / 31'3� �N 96,8 / 528 .00,0 000, / 5�5 I / / / EX P.P., 16728 .00-/ I: A ' • / / 40-7-1 / I SNELL CAROL • I .� 131 AlWtHilL. DRIVE / W/NCHESSSTER, VA 22603 I/ ZONING: RA / 0 / USE. RESIDENTIAL I� / / I I - lD(. RR SIGN I � . EX RT 50 /EX. RD SIGN ,EX.RT614 I I . EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (;E .............................. ENTRANCE 3.05 SILT FENCE x X X_X 3.32 PERMANENT SEEDING pg 3.35 MULCHING MU I \I Z O I N W 4o A-94B NELSON, GILBERT 18742 HARMONY CHURCH ROAD LEESBURG, VA 20175 ZONING: RA ( USE.- VACANT Iv p� I J f- i Z O F= CL 6E C) LLil 0 OIZ QZ J ZZ_ f- 0 w V L„I w Z U D 0 m U (n Y ZU 9 Ix �w m W LL_ U J aN o ■, t (co,Lo (V 0O U r,-) cn:3 V) 1 N 6c0 N 1 3 N N w W c) 0 0 .C) J L d a @ 1 i U aD C U W L O O U U N ~ U p L` W Z- 00 a (L '�Z,T H 0,p7 � j+P JOHN C. LWIS a Lic. No. 021621 N�tlslalONAI, SURVEY: C.I.: PL—PLC 2' DRAWN BY: RED JOB NO.: 0911009 SCALE: DATE: 1 "=40.0' 03/ 14/03 SHEET: 1 / 1 M GENERAL NOTES ® R ® ® no1. The property delineated on this plan is located adjacent to US Route 50 in the Gainesboro Magisterial I E ®H 7 H H HCE3 District in the County of Frederick, Virginia. The owner proposes to construct a 1,000 square foot addition to the existing 9,400 square foot builind to provide additional space for steel fabrication operations. The site presently contains two shop buildings (2525 SF & 9400 SF) and an office building ® ® LO HQ 3 7F= FL�%H (1145 SF). BU 2. Owner/Developer: D-K Erectors & Maintenance, Inc. 4530 Northwestern Pike ® D O Winchester, Virginia 22603 Telephone: (540) 877-2209 9 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact: John Lewis 3. The contractor shall provide adequate means of cleaning trucks mid/or other equipment prior to entering 302 South Braddock Street., Suite 200 the public right-of-way. It is the contractor's responsibility to clean the streets, allay dust and take Winchester, Virginia 22601 Telephone: (540) 722-9377 whatever measures necessary to insure that public roads are maintained in a c1Ean and dust -free condition at all times. 4. The parcel Property Identification Number is 40-((A))-94A. The property is currently in the name of David A. Kollar. 4. The contractor shal I perform overlot grading to provide positive drainage and preclude ;ponding of water, All off site grading and construction is to be done with the property owner's consent. 5. Boundary and existing feature information shown on these plans was taken from available records. Topographic information shown on these plains is based on'U.S.G.S. datum and was furnished by Ritchie 5. The contractor shall stabilize all denuded land within 7 days after the end of construction. Embankment Surveys, Inc. or excavated slopes denuded for a period of greater than t4 days shall be temporarily seeded and mulched. Cut and fill slopes shall be graded at a maximum of 2 horizontal to I vertical unless otherwise 6. Site Data: specified on the plans. Parcel Area: 10.0 acres Zoning: M-2, Industrial General District. 6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of Use: Metal Fabrication., Equipment Maintenance the day. Setbacks: Front Yard -Primary Highway: Required - 75' Provided - 380+ 7. The contractor shall establish vegetation on all areas not otherwise stabilized according the following Rear Yard : Required - 25' Provided - 380'+ specification: Side Yard: Required - 25' Provided - 140'+ Maximum Building Height: Required - 60' Proposed - 33'+/- Seedbed Preparation: Maximum FAR: Allowed - 1.0 a. Scarify top 1" to 2" of soil after final grades have been achieved. Existing Total Floor Area = 13,070 SF = 0.0300 b. Add 3 tons per acre pulverized agricultural limestone(1401b/t000sf). Proposed Total Floor Area = 14,070 SF = 0.0325 SEED TYPE RATE MIN. PURITY(%) MIN, GERM.( Minimum Landscape Area: Required - 15% Tall fescue 60 lb.ac 97 85 Existing Building/Pavement Area = 107,588 +/- SF or 751/o landscape area Red clover 8 Ib/ac 95 65 Proposed Building/Pavenient Area = 107,588 +/- SF or 75% landscape area Ladino clover 8 lb/ac 95 65 Annual ryegrass 12 lb/ac 98 85 7. Parking Requirements: Mulch: 1.5 ton/ac small grain straw Property Line Setback: Required - 5' Provided - 60'+ Fertilizer: 1000 lb/ac 10-10-10 8. Parking Space Tabulation: SEQUENCE OF CONSTRUCTION Industrial Use: Required - 3 per 4 employees - 38 employees require 29 spaces 1. establish construction entrance(if required) Provided - 30 spaces 2. establish perimeter controls as required 3. clear and grub site 9. Buffering Requirements: 4. strip, stockpile and stabilize top soil The adjacent zoning is RA which requires a Category C buffer in instances where the adjacent land is 5. perform rough grading used for residential purposes. Currently, all adjacent land is vacant except for the parcel which borders 6. construct drainage controls the northwestern property line. A Rill screen will be provide between the proposed building and the 7. begin facilities construction northwestern property line. 8. perform final grading and site stabilization Landscaping Required: existing , 8. The Contractor shall obtain a Land Disturbance Permit from the Frederick County Public Works 10. Significant environmental features include Flood Boundary and Floodway according to FIRM Department. prior to initiating any site work. Community Panel No. 510063 0100B. The southeastern portion of the site contains approximately 2.8 acres of woodland area and slopes greater than 15%. Storm Water Management Considerations The construction of the proposed building will result in approximately 7,000 SF of additional impervious area on IL Trash is stored in a metal dumpster which can be moved around the site as necessary to facilitate the. site. Any increase in peak storm water runoff rates will be accom►nodated by the existing Foodway associated operations. No permanent trash storage area is planned for (lie site. Trash removal is contracted by tile with Hogue Creek. The building will be constructed at an elevation of 688'+/-. The water surface elevation of the P P b p >^ 6 owner. 100 year flood is approximately 675 at the proposed building. LANDSCAPE NOTES I. Arrange plants called for in the plant schedule in general conformity to the layout shown on the plans. CONSTRUCTION NOTES 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the I. The existing utilities shown on these plans are based on available information. The CONTRACTOR Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on shall be responsible for determining the exact location of all utilities before commencing work and for the plan. ally 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 3. Verify the quantities shown on the plant list with totals indicated oil tile plea. Contact the Landscape the Owner at time of bidding. notify the engineer and take the necessary and proper steps to protect the facility and assure the Architect in file event that discrepancies exist. Supply unit prices to continuance of service. 4. All materials are subject. to approval by the Owner or Owner's representative. Provide the Owner with a 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from least one copy of approved plans and revisions shall be kept on -site at all times. the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 3. Cut and full slopes shall not to exceed 2-horizontal to l-vertical unless otherwise called for on the plaits. S. Plants shall be sound, healthy, vigorous, well branched, free of disease, i:usect eggs and larvae, and shall 4, Controlled Fills: have adequate root systems. A. Controlled compaction shall occur in all till sections for pavement, trenches for utilities and in other areas as designated on the plans. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure -to B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor meet minimum size on any plant will result in rejection of that pl<v t. ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifis (loose thickness) to the specified density, 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown beginning from the existing ground surface, unless otherwise approved in writing by a qualified on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. soils engineer. Apply a minimum of 4 inches of mulch unifornnly over beds. Trees located within four feet of ally shntb D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. stripped of topsoil. 'The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 42" hardwood stakes driven firmly into the 5. Blasting is not. permitted within 25 feet of existing utilities without owner permission. ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 42". 6. Pavement materials called for on the plans refer to standard VDOT designations. 10. Use s{iredded hardwood bark mulch is all pleating beds. 7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 11. Remove all tags ,twine and containers from installed plaits. Rot back burlap one third on all B&B 8. All construction and materials proposed for the public right of way shall conform to VDOT standards plmits. aid specifications. 12. Plant substitutions are pennitted with consent from the Landscape Architect. 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 13. Prepare the soil urn all bedding areas by mixing into the top six inches of soil one cubic yard of manure, 10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other site construction activities. vegetation completely prior to installation. 11. The CONTRACTOR shall coordinate the relocation and abandonnent of any existing utilities with the 14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and appropriate utility company and/or Health Department as necessary. workmanship for a period of one year froth tittle of installation. 12. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health. 13. Water service will be provided by an extension of the existing well line. Sanitary sewer service will be provided by an extension of the existing septic line. SILTATION AND EROSION CONTROL NOTES 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. All perimeter sediment. control devices shall be erected prior to any land disturbing activities aid shall remain in place until the site is fully stabilized. ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Ga. GAUGE GV GATE VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB NTS NOT TO SCALE OHE OVERHEAD ELEaRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE' PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER 5'R RADIUS IN FEET FREDERICK COUNTY, VIRGINIA n. 0 ) o , VICINITY MAP Virginia Departn)ent of Transportation Staunton District Rev 7/95 page 1 of 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridc;a Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the e:T+czt of conflict between any of these standards, speciJ:ications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VO,SH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. C6ntractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook,Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. HAYFIELD, VA 7.5' QUAD -7�02,� „m dil:4l S�TlE PLAIN ^V E 6 !1 yg �f ZONING ADMINISTRATOR 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: SITE PLAN LTx���r� JOHN C. LEWS No.021621 �W� ��" C' e�+iAL I cl� 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (540)722-9377 Telephone (540)662-1565 Facsimile (540)662-1861 JOB NO.: 9602022 SHEET: DATE: 20MAR96 1 /2 20 PARKING \ AT EXISTING FENCE W N C H E S T E R &WESTERN CIO a SPACES ® \ \ \ 9' X 18' — _ INSTALL STRIPING AND 6' CONC. WHEEL ' - STOPS AS SHOWN IV153'18'4 % "E J4J OY \ 40-A-94D` ROGER B. FLETCHER X� EX. FENCE \ P.O. BOX 173 \ \ WHITE POST, VA 22663 I \ ZONING: RA X 25' BUILDING SETBACK y USE: RESIDENTIAL / / \ ( \ z Z o v, O \ EX. 18" X 14" \ X� \ 2 z o w �0 0 40 1�10 CL R = 9JO.595', _ i ACCMPA k \ \ o g Q 1 ARC — 68.j 49 �� _ _ _ 1 M.j6'47'55'E 674. 07' / _ _ '�`� . f-- —jc— �� — _�� ` � \k \ FZ o Z o 1- 0 / O _ » — /f 75' /NACRI SUFFER U Scale 4{0 / t i EX. STONE DRIVE / INSTALL FENCE 1 '+/- ® —' " + ` � INSIDE PROPERTY LINE i / / ( • 6 40-A-948 BEGIN BOARD FENCE / O - I DAVIDA.ZONING: M L� R I ' ATiIl POLE X. LE / v 25' ACT/�E BUFFER / ` USE: VACANT c° (D h 00 co P \ EX. STONE DRIVE / PS ♦ °i a) 0) a, 0)--- --a- I � \ ♦ EX. DRIVE co No c�I � N 0 5 PARKING MU \ SPACES 0 / O O / / / 1-1000 SF ADDITION C o N N IT INSTALL STRI G / _ - ♦♦ O I N 2 / AND 6" CONC. HEEL TILE ♦ �O pN� STOPS W SHOWN / _ OPOSED O O EPTIC TANK 50 \ 40-A-1 10 / / FIELD 50 73.00' JOHN S. ROTZ ' X. 36" P ice_ EX 20 \ \ \ \ 1665 MERRIMANS LANE O / DIST WINCHESTER, VA 22602 EX. TREES i EX. SAN. TO BE / I ABANDONED PROPOSED 1—STYE MTL BL�Cz 50 6,6 \ ♦ OO�-y� -14 ZONING: RA PROPOSED %y USE: RESIDENTIAL LEC. METER - ® i r I (> O / i 10524 SF H=t \ PRO 0-sl S _ Z SWITCH / 1 EX. 40' UGHI'POLE GRAVEL ACCESS C SIGN = - \ \ CON PAD O .� / / P 2 FF — 686.2+/ p BOXES _ ` _ - - — P POP. USE: SHOP RETAINING WALL 202' \ .0, ` \ Q� 15'-__-------- \I \� \\\` \ Im Z cT P. # 64477 .I EX. STONE / 61. - _ _ _ o -_ GU DRIV EX. 1 -STY METAL - - 1�6' _ cv \ / EXISTING 31 _ ' n �� ` EROSION & SEDIMENT CONTROL 01 HEIGHT:89 22' 41.1 EX. 1-STY FRAME-ZLDG._ — �- ` TILE USE: SHOP FF = 590.2+/- _ _ 2525 SF HEIGHT: 22' �� \ (SHED 30.7 _ �IF�D� 3518_ I I I HC ACCESSIBLE SPACE X TO BE REMOVE \ , i X. SEPTIC _ / D TANK -TO 1 18, X 16, IST. BOX BE REMOVED J SAP 6' CONC. WHEEL ES 0 9' X 18' I X. STONE — — EX. STONE_ - \ �i.02 TEMPORARY STONE .QONSTRUCTION ENT'l E �05 SILT FENCE\ X X X �X �.�PERMAN NT��EEDING pg 3.35 WU CH NG ♦♦ a" N W WN _ Q _ CL _ J �j C0 INSTALL S PING - \ ` ` U AND 6' CONIC. HEEL / E STORAGE AREA Z I I STOPS AS OWN ,� _� 1 l /� PRIME AND DOUBLES ALL PARKING AREAS— ry, EX. STO r �r EX. CHAIN LINK FENCE / �� --•-- EX. DIRT ROAD Q / TE TEMPORARY LOCATIONS'.?R19'01� I Q EX. WELL i OF PORTABLE DUMPSTER"—• - f / \ \ \ Z _ _ __ a_ I I / t��' ' , / / / DONALD O. BAUGHMAN V Z I EX, LOG BLDG. / '� / P.O. BOX 446 Z (' IFF = 693.0+/- HEIGHT: 26' DIRT ROAD' �— / STEPHENS CITY, VA 22655 HANDICAP SIGN DETAIL U % I h USE:4OFFI E DENSE TREES Z 5 SFE 40-A-94A / / / ZONING: RA NOT TO SCALE W � ' I O J OR DAVID A. KOLLAR / USE: VACANT NOTE: ~ `) w ZONING: M-2 / ALL CONSTRUCTION SHALL CONFORM TO ADA Z Q USE: INDUSTRIAL SERVICES/STEEL FABRICATION / ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Q Z 0 / / SIGN MAY BE PLACED ON BUILDING. q I I 4 PARKING SPACES / v a� ® 9' X 18'(EXISTING) / / SIGN 1 � V RESEkVEO EX. ASPHALT DAY ORIJ /S AN UNDEFW1VED, / ` PARKING ® —12" x 18" STD. N N o I I � � PRIVATE ACCESS R/GHT-OF-Ill / / � � U i p + 0 r I // —12" x 6" STD 0 Z � / / 40-7-2 H- +\ l 71� / / DOUGLAS B. & MINTA M. HARDMAN V Q / / STEPHE S CITI, VA622655 \ ACCESSIBLE �) oo� TOP VAN STD. U-CHANNEL POST LAI 40 RO SIGN EX. TWIN -� / / ZONING: RA 5 W C� ONE WAY 61'-18"0 CP �BAGK / USE: VACANT ` U Li o SIGN 45 EXTEND EX. CULVERTS /EX. I NICE / / 25' 8U� ING / / / 0 Y o 4, TO PROPOSED DITCHLINE / 2 / INSTALL 30'-15'0 RCP / ® 0.5% SLOPE rr�� —PROP. GROUND NEW INVERT IN = 679.10 E TEL. NOTE 25'R INSTALL (3)-8 PIPE SECTIONS I / 82✓'� ` 3 " �d!�r W/ 50+/- DEFLECTION AT 4v� / 1 EACH JOINT �1+OO / rr96' I / PLANT LIST I I 00 � r I 225' 15 o-P.P.# 16728 o / SYMBOL OUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS 28 Hamamelis vernalis Vernal Witchhazei 4' B&B 10' CC TYP. 57 Pinus strobus White Pine 4-6' B&B ��•�`" 10' CC TYP. O 29 Viburnum plicatum tomentosum Doublefile Viburnum 4' B&B 10' CC TYP. -t O L N � EXTRA STRENGTH FILTER FABRIC N tn In 65 NEEDED WITHOUT WIRE MESH SUPPORT 0) �- r N N N STEEL OR WOOD POST p1 ^ 0 ^ O ^ O iY(D j _+_ NI 3 / / FLU I--� - Q U U � t>7 to / 40-7-5 RALPH S. & CAROLYN P. GREGORY CARTER PLACE PROPOSED FENCE DETAIL / � - O M - ���� ��� ^I WI101 NCHESTER, 2 TO SCA NOT FL011 W o o E / ZONING: RA 14P: VACANT -- ---- �— iT 0 7 N L .L - --- VACANT 2+Do Z I I / I / ISTREAM INTERSECTION w I 11} 96 k 46 I I II / RR SIGN I I� II RT 50 SIGN RELOCATE SIGNS AS REJ / R T61 4 I I l TRIP GENERATION: (I.T.E. 5th EDITION) GENERAL LIGHT INDUSTRIAL: (14,070 GROSS SF) AM PEAK HOUR: 1.01 /1000 SF 1.01 X 14.07 = 14 TRIPS PM PEAK HOUR: 1.08/1000 SF 1.08 X 14.07 = 15 TRIPS WEEKDAY: 6.97/1000 SF 6.97 X 14.07 = 98 TRIPS z a J z D O m I- N w z J O w O U X —,1• a 2" SM-2A 6" BM-2 8" 21-8 COMPACTED SUBGRADE FULL WIDTH TURN LANE SECTION NOT TO SCALE SS SLOPE 112�: 1 11 1 1 1 11 11 11 1 11 1 1 �� I 11 I - I I I I I I I 1 I I I I I I I I I I I I I I f_1 T-I I I I I i -I—"-1-4-14 I I I I I I I I I I rl I I I I I I I I I I I I I I I --I I I I� 17 I I I II I I I I I I I t I 1 I I I I I I I I I i -4- I i I I I I Il I �- „ 10 FT MAX SPACING WITH U U��, U WIRE SUPPORT FENCE It 0 6 FT MAX SPACING WITHOUT C N N N Lu 2x4 TOP RAIL I 1/WIRE SUPPORT FENCE 3 1 x6 BOARD, FRONT & B� TOE NAIL J W/2-8d(EA. 2x4 MID RA 8'-4x4 POS 2x4 BOT. R, ATTACH RAI W/3-10d(l 12" DIA. PO FILL W/CON NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. WHERE FENCE IS LOCATED ON PROPOSED RETAINING WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH PL 1/2"x8"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS. PONDING HT. PONDING HT STEEL OR FILTER FABRIC I WQOD POST / ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. PLTH RUNOFF g RUNOFF O G' (RECOtJJDED) STORAG HT. •�•� o JOHA CILEVS T 1 .. 21621 12" MIN. \ 12" MIN. + �'A v✓ /� o /� ✓v tip" WITH" COMPARENCTED GRAVELS`SIONALG BACKFILL STANDARD DETAIL ALTERNATE DETAIL DATE: SURVEY: TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 20MAR96 RITCHIE NOTE: SCALE: DRAWN: 1. INSPECT AND REPAIR FENCE AFTER EACH 1 = 40' JCL STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 2 SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE JOB Ni SHEET: 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9602022 2/2 /QOGER B. FL E TCAACR 7o5///s ZoNEp 1-/ ,jd►�� _343I-6j '- `` -- -----------I — _ J ` -� _ - �/�Q �x tip `bf 1 X f � Sys/ 92 \.Ht'rs� f14,4. LZ eP E l _ _ I EK T.�+•I /[a�R !/5TKA4&.4L i �- - r 174 / - r�J.s ;=4- oi.Qr b! _ c��� _ �I - - 9LIS 5 �g ••-�q j" G� r 1 / — f- - ICE -r ik oo, .00 �E ✓� /lam �� /�/ % I - - , y�o% %' / ��i /' / j �� �/ /� /' — - — — — — — .h2 NEW CENTURY 1MVE574ilENT5 r.1w voi/yri'�' / i,,- ��/i' �� �� '� — _ 8 7/G1/77 INK Vvtf �0 --- — _ lots �/ COURTNEY E. WHITS R E. CONSULTING ENGINEeR 45 W. 80SCAWEN STREET -ROOM 10 WINCHESTER,VIRGINIA 22601 PH. 703-7�2-9031 NOTE- TOPOGf?/lPf7/CAL SUPI/EY B % 61?Z_L"NwWY /NC. //O 4 9,9ZZEq L.-O , 6X2, M J21� '0/ D//TED 9 /d - 92 BEXRA/ 5 & 01,57 VGES .SHOWN A. VZ-- .PbEN PI0771_!-"D F40/I/l OECD 6571G4 OWNER : ,DEVELOPER ZAV/D !COLLAR 1-7T� 9, BOX 330 {N/NG fyES T,ER, VA ZZG D / !✓H 703 -8 77.2209 D/q'V/O A. !COL ZAR G57�G4 i�,.,9GEL 8 ZO,VEo A / RTE G/4 40CAT/ON MAP 6cq'4E: /". Z000 G E/tilE'f?AL NOTES TOTAL //��/I OF 9/7E s /O. c TOTAL 0!//1-D1AIC7 : //' 232 5'0 Ex. /1/ 41AI OFF/cE s //45 s.f Ex. TF�.4i� t,Q QfFicE 1 744s• F. E-.� SvEO 0 Ex. SHED (2) = 35/8 S f PROP. SsaEO r 3-500 s. �/�.Fl cA�GU�Ar/ovs - O, 2 G ,ac. -= /O.O •wc. ' 0. 02 G ,41-z-oweo , /. 0 3 E76.4 co s FRONT = Z5FT. S/DE � Z5 Fr. REAR = 25 Fr. 60 PARZ1AJG AGLOWE,o �ST1I7�Q,4G P,4l7L//t 12: 'mix Vio�-o = 5/ TE PL,4 N TOTAL D Z. E PEC TOPS 1V.,41A17_4 "N14 NC B INC. C/aINESbORO 01S67R/C7' F)?EDER/C!C CO/JNT�; VA APPROVED FREDER/C1L COUNTS/ ZDit//Nl� /aDM/N/ST�?R TOR 0.47.jE GENERAL NOTES ® p n.**,7, [pq ® � 0 O &TA, A I. The property delineated on this plan is located adjacent to US Route 50 in the Gahtesboro Magisterial [� District in the County of Frederick, Virginia. The owner proposes to construct a 1;000 square foot �J addition to the existing 9,400 square foot buti,lind to provide additional space for steel fabrication. operations, The site presently contains two shop buildings (2525 SF & 9400 SF) and .an office building 0 � BU LD H(3 8 71E IPL�%H (1145 SF). SH 2. Owner/Developer: D-K Erectors & Maintenance, Inc. 4530 Northwestern Pike 1FR1P=0[P=R o Winchester, Virginia 22603 Telephone: (540) 877-2209 9 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact: John Lewis 3. The contractor shall provide adequate means of cleaning trucks and/or other equipment prior to entering 302 South Braddock Street, Suite 200 the public right -of -,way. It is the contractor's responsibility to clean the streets, allay dust and take Winchester, Virginia 22601 Telephone: (540) 722-9377 whatever measures necessary to insure that public roads are maintained in a clean and dust -free condition at all times. 4. The parcel Property Identification Number is 40-((A))-94A. The property is currently in the name of David A. Dollar. 4. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading quid construction is to be done with the property owner's consent. 5. Boundary and existing feature information shown on these plans was taken from available records. Topographic information shown on these plans is based on U.S.G.S. datum and was furnished by Ritchie 5. The contractor shalll stabilize all denuded land within 7 days after the end of construction. Embankment Surveys, Inc. or excavated slopes denuded for a period of greater than 14 days shall be temporarily seeded and mulched. Cut and fill slopes shall be graded at a maxi mum of 2 horizontal to 1 vertical unless otherwise 6. Site Data: specified on the plains. Parcel Area: 10.0 acres Zoning: M-2, Industrial General District 6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of Use: Metal Fabrication, Equipment Maintenance the day. Setbacks: Front Yard -Primary Highway. Required - 75' Provided - 380+ 7. The contractor shall establish vegetation on all areas not otherwise stabilized according the following Rear Yard : Required - 25' Provided - 380'+ specification: Side Yard: Required - 25' Provided - 140'+ Maximum Building Height: Required - 60' Proposed - 33'+/- Seedbed Preparation: Maximum FAR: Allowed - 1.0 a. Scarify top 1" to 2" of soil after final grades have been achieved. Existing Total Floor Area = 13,070 SF = 0.0300 b..Add 3 tons per acre pulverized agricultural Iimestone(140lb/1000sf). Proposed Total Floor Area = 14,070 SF = 0.0325 SEED TYPE RAT MI.N. PURITYN M1N. GERM.(°/ql Minimum Landscape Area: Required - 15`Yo Tall fescue 60 Ib.ac 97 85 Existing Building/Pavennent Area = 107,588 +/- SF or 7.5%, landscape area Red clover 8 lb/ac 95 65 Proposed Building/Pavennen► Area = 107,588 +/- SF or 75%, landscape area Ladino clover 8 lb/ac 95 65 Annual ryegrass 12 Ib/ac 98 85 7. Parking Requirements: Mulch: 1.5 ton/ac small grain straw Property Line Setback: Required - 5' Provided - 60'+ Fertilizer: 1.000 lb/ac 10-10-10 8. Parking Space Tabulation: SEQUENCE OF CONSTRUCTION Industrial Use: Required - 3 per 4 employees - 38 employees require 29 spaces I . establish construction etitramce(if required) Provided - 30 spaces 2. establish pierinneter controls as required 3. clear and grub site 9. Buffering Requirements: 4. strip, stockpile and stabilize top soil The adjacent zoning is RA which requires a Category C buffer in irtsianccs where ►he adjacent land is 5. perform rough grading used for residential purposes. Currently, all adjacent land is vacant except for the parcel which borders 6. construct drainage controls the northwestern property line. A full screen will be provide between the proposed building and the 7, begin facilities construction northwestern property line. 8. perform final grading and site stabilization Landscaping Required: existing 8. 'Tile Contractor shall obtain a Land Disturbance Permit from the Frederick County Public Works 10, Significant environmental features include Flood Boundary and Floodway according to FIRM Department prior to initiating any site work. Community Panel No. 510063 010013. The southeastern portion of the site contains approximately 2.8 acres of woodland area and slopes greater than 15%. Storm Water Management Considerations The construction of the proposed building will result in Vproxi;niately 7,000 SF of additional impervious area oil 11. Trash is stored in a metal dumpster which can be moved around the site as necessaur' 10 facili.tate the site. Any increase in peak storm water runoff rates will be accommodated by the existing floodway associated operations. No permanent trash storage area is- planned for the site. Trash removal is contracted by the with Hogue Creek. The Wilding will be constricted at an elevation of 688'+/-. The water surface elevation of the owner. 100 year flood is approxinta',tely 675 at. the proposed building. LANDSCAPE NOTES l . Arrange plants called for ua the plant schedule in general conformity to tine layout shown oilthe plans. CONSTRUCTION NOTES' 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR Latadscape Architect in the event that utilities or any other structure conflicts with the layout shown on shall be responsible for determining the exact location of all utilities before commencing work and .for the plan. any damages which occur by the .failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those drown on these platns, the CONTRACTOR shall immediately 3. Verify the, gyuarttities shown on the plant list will► totals indicated on the plea. Contact tine Landscape notify the engineer and take the necessary and proper steps to protect the facility and assure the Architect in ftiz event that discrepancies exist. Supply unit prices to tine Owner at time of bidding. continuance of service. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from least one copy of approved plans and revisions shall be kept on -site at all times. the Plant List, use plaints which meet ti►e normal requirements for the variety according to the American Association of Nurserymen. 3. Cut and fill slopes shall not to exceed 2-horizontal to I -vertical unless otherwise called for o❑ the plans. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall 4. Controlled Fills: have adequate root systems. A. Controlled compaction shall occur in all till sections for pavement, trenches for utilities and in other areas as designated on the plans. 6. Sizes specified it, the Plant List are trim tntun sizes against which tine plati,ts will be judged. Failure to B. Controlled fills shall be compa.ctedto 98% density as determined by methods per standard proctor meet min:imutn size ion any plant will result in rejection of that plant. ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in inch lifts (loose thickness) to the specified density, 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown beginning From the existing ground surface, unless otherwise approved in writing by a qualified oil the plan. All muilched beds shall be curvilinear in shape following the contour of the plant mass. soils engineer. Apply a minimunn of 4 inches of mulch unifonnly over beds. Trees located within four feet of any shrub D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to file same density as the controlled fill to be placed thereon. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 9. Stake and guy all trrees according with standard practice wind/or the suppliers recommendations. drivei.int e minimum, all deciduous trees shall be double -guyed with 42" hardwood stakes driven firmly into the 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 42". 6. Pavement materials called for on the plans refer to standard VDOT designations. 10. Use shredded hardwood bark mulch in allplanting beds. 7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 11. Remove all tags , twine and containers from installed plaints. Roll back burlap one third on all B&B 8. All construction and materials proposed for the public right of way shall conform to VDOT standards plants. acid specifications. 12. Plant substitutions are pennitted with consent from the Landscape Architect. 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 13. Prepare the soil in all bedding areas by mixing into the top six inches of soli one cubic yard of menace, 10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other site construction activities. vegetation completely prior to installation. 11. The CONTRACTOR shall coordinate the relocation and abandointient of any existing utilities with the 14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and appropriate utility company and/or Health Department as necessary. workmanship for a iperiod of one year from time of installation. 12. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of I lealth. 13. 'eater service will be provided by an extension of the existing well lime. Sanitary sewer service will be provided by an extension of the existing septic line. SILTATION AND EROSION CONTROL NOTES l . Erosion control practices shall conform to the requirements of the Virginia Erosion and Sedi.meaat control Handbook. 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is filly stabilized. ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURET HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER 5'R RADIUS IN FEET FRE'DERICK COUNTY, VIRGINIA � A I 'Cem� " 0 VICINITY MAP Virginia Department of Transportation Staunton District Rev 7/95 page 1 of 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT General Notep V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or .local regulations applicable. In the event of conflict between any of these standards, spec'tications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manua�. Furthermore, all traffic control flaggers must�be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. C6ntractor shall notify the local VDOT Residency Office when work is tp begin or cease for any undetermined length cif time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to toe project from the adjacent public roadway through construction and maintenance of a construction entr*e in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access o other properties affected by this project shall b maintained through construction. HAYFIELD, VA 7.5' QUAD W®RN/lE�R'aL�Edv/,�S'NP�L�C� 24 East Piccadilly Street Winchester, Virginia 22601 Telephone (540)722-9377 Telephone (540)662-1565 Facsimile (540)662-1661 JOB NO.: 9602022 DATE: 20MAR96 SHEET: 1 /2 \ �_AT EXISTING FENCE 2D PARKING WINCHESTER &WESTERN , a SPACES ® 9' X 18' - - - _ INSTALL STRIPING - - - AND 6' CONC. WHEEL l — — — STOPS AS SHOWN — — — N5,r18'41 "E 343. 03' 40-A-94D EX. FENCE l ROGER B. FLETCHER \ P.O. BOX 173 A WHITE POST, VA 22663 ZONING: RA I k\ 25, BU/LD/NC SETBACK \ USE: RESIDENTIAL � �\ I \ z Z 0 cn O -� EX. 18" X 14" \ w w z o 1 40 O 40 11rD R = 930.595'. _ _ f —_ _ _ ACCMPA I \ k� I \ o g Q 5 l ARC = 683.49 l CH0 N364755"E 674. 07' / — ' _ —�F-- -- — � \ z a Z �' 0 0 w w � W _ _ � z o / O® O O O \ ` 0 O > I � / / � � _ _ \ \ � 75' /NACTII/E BUFFER Sco% 1 " = 40 ft — — — — I i / / EX. STONE DRIVE / O INSTALL FENCE 1 '+/- I INSIDE PROPERTY LINE 0 0 6 40-A-948 I BEGIN BOARD FENCE / _ I DAVID A. KOLLAR �kEX. POLE X LE / / ��V..// -ate! I ZONING: M-2 25' ACRVE" BUFFER EX. STONE DRIVE PS USE: VACANT rn m LPS I I EX. DRIVE \ N `2 o � N Q 5 PARKING / MU MU �, i SPACES ® Q O / 1000 SF ADDITION p � `r � N N v �j � � o EXISTI ' / INSTALL STRI G I c� N h ,n / , OA_ I Z AND 6' CONC. HEEL TILE pNF STOPS SHOWON / / / I OPOSED 4 \ JQO 40-A-110 / / O FIELD EX. EPTIC TANK 50' 50 73.00= JOHN S. ROTZ / X. 36" 1665 MERRIMANS LANE O ,/ / DIST 20 WINCHESTER, VA 22602 / EX. TREES EX. SAN. TO BE _ Q / ZONING: RA / / •I ABANDONED 50' PROPOSED —STY' MTL B bC 50 6j� \ QO�-9 \ \ (wit USE: RESIDENTIAL O LEC. METER ® 10524 SF H=� PRO OSED- g \ \ EX. 40' LIGFIT'POLE GRAVEL ACCESS HC SIGN \ �, / o swlrcH .I / / P P,_ O 42' FF = 686.2+/— CON PAD I 0 � I I BOXES - - _ _ - -____ — P OP. USE. SHOP P. - AD RETAINING WALL \ \\ 00 N 202' �6 P. # 64477 EX. STONE i 61. GU DRIV / EX. 1 -STY METAL - - - -11�6_ N EROSION & SEDIMENT CONTROLii6Y I a. EXISTING 31' FF - 689 0+/- - - HEIGHT: 22' 41.1 EX. 1 -STY' FRAME _BLDG. � TILE USE:SHOP SF FF = 690.2+/- - _ ` � � � '`�Z HEIGHT: 22' .� FIELD� ` � ' Jo 10 ISHED 30.7 X. SEPTIC HC ACCESSIBLE SPACE TO BE REMOVED 18' X 16' ` I ' IST. BOX TANK -TO BELL \ REMOVED S�F CONC. WHEEL SPAES ® RKING�/ ---- ---- -- ---__-EX. STONE__- O / X. STONE - 0 9' X 18' / _3.02 TEMPORARY STONE - - CONSTRUCTION (;E ENT1M E ,05 SILT FENCE � T x --X �•PE R MA4 NT�EDING P5 3.35 YdUItH NG \ \ MU ` N W N W 0 Q C INSTALL S PING - _ \ \ -_ -_ -_ -_ �, O / / •�/ p AND 6' CONC. HEEL / �N� STORAGE AREA _ &06L- _ • - _ _ _ Z Q STOPS AS OWN �r9? P� J / � / / PRIME AND DOUBLE S ALL PARKING AREAS EX. STO EX. CHAIN LINK , FENCE ___.---- -• /` _ -� -\' �� ` _-----' �� • � � - U / / •- EX. DIRT ROAD 14 I Q EX. WELL TE i TEMPORARY LOCATION f • \ .5.�1�9'00"� f3 ` V I Q OF PORTABLE MPTR Z 0 0 BLE DU S E _-� _---- -- / 40-7-3 W a to to / �' / • / / / DONALD L. BAUGHMAN Z • i I EX, LOG BLDG. / � / / P.O. BOX 446 Z C7 I FF = 693.0+/- STEPHENS CITY, VA 22655 < V = HEIGHT: 26' / DIRT ROAD---- / / HANDICAP SIGN DETAIL Z USE. OFFICE DENSE TREES W 40-A-94A / ZONING: RA NOT TO SCALE ` � J I O I 1145 SF / /pfzly DAVID A. KOLLAR / USE: VACANT ZONING: M-2 ALL CONSTRUCTION N O / Z � TION SHALL CONFORM TO ADA � 0 USE: INDUSTRIAL SERVICES/STEEL FABRICATION / / / ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Q Z / SIGN MAY BE PLACED ON BUILDING. q / 4 PARKING SPACES 0 = SIGN i �/ �� ® 9' X 18'(EXISTING)4:.) �t f Ad Q Q Q / DAY DRIVE /S AN UNDEF/NA ED, / / \ R PARKING �1-12" -12" x 18" STD. LiQ� U 3 1 EX. ASPHALT / PR/SATE ACCESS R/G'HT-DF-WA Y x 6" STD O= V 40-7-2 Q Mal / / / DOUGLAS B. & MINTA M. HARDMAN U W C) / TO / / P.O. BOX 746 vAN W Ill STD. U-CHANNEL POST RO SIGN / / STEPHENS CITY, VA 22655 \ ACCESSIBLE W paW EX. TW N -f �CK / / / NG: RA USE:ZONVACANT 5 W oc p W �, ONE WAY / 61'-19'0 CP / v SIGN / 5� p(�pIN� / w Y EXTEND EX. CULVERTS /EX. NTR NICE , / 25, 8/ / 0 O ca QLr- TO PROPOSED DITCHLINE III -PROP. GROUND O INSTALL 30'-18"0 RCP/ ® 0.5% SLOPE NOTE:GG NEW INVERT IN = 679.10 25,R E TEL. INSTALL (3)-8' PIPE SECTIONS I / 82 ! �2 \` 3)" 4r W/ 5 ° +/- DEFLECTION AT i / >•� EACH JOINT Q r � / � ►3� � \ U 3 96' 1 IL 1 +0p � 0 /� f / / 528 PLANT LIST ^N 525• 5►0I / / 4P.P.# 16728 SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS 28 Hamomelis vernalis Vernal Witchhozel 4' B&B 10' CC TYP. 57 Pinus strobus White Pine 4-6' B&B 10' CC TYP. O 29 Viburnum plicatum tomentosum Doublefile Viburnum 4' B&B 10' CC TYP. O U-) N EXTRA STRENGTH FILTER FABRIC N n U,) 000 NEEDED WITHOUT WIRE MESH SUPPORT - N r- I I I cf) N N N > O N (0 c0 STEEL WOOD POST •- ^ ^ ^ 0p)000 FLOT �— 0 U ` U > d �_ O ( / 40-7-5 FLo� .� .� o RALPH S.0& CARTER PLACE PROPOSED FENCE DETAIL PROPOSED a ` N N N WINCHESTER, VA 22602 / ZONING: RA NOT TO SCALE O O / IJ(;F- VACANT - ----- / O V) rNL- a) L / 2+p0 w / STREAM INTERSECTION z a / J z j'6 O / m FULL WIDTH IRR SIGN Z 0 TURN LANE SECTION NOT TO SCALE TRIP GENERATION: (I.T.E. 5th EDITION) Uj 0 4 GENERAL LIGHT INDUSTRIAL: ^Q/ + (14,070 GROSS SF) AM PEAK HOUR: 1.01 /1000 SF 12' DrL444F RAW ( I I I - I I I I I I I I I I I I I I I I I I I t—I T—I I I I I I I l -i I I I I I I I I I rl I I I I I I W I I I I I I I I I I I I--t I-7 I I I I I I 1-4 I I I I I I I I I I I I I I I I I - I I I I I I I i 'T`" 10 FT MAX SPACING WITH U U ----- WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT C LL 2x4 TOP RAIL- WIRE SUPPORT FENCE I qq 1 x6 BOARD, FRONT & BACK I VVV TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) v PONDING HT. PONDING HT. 2x4 MID RAIL 8'-4x4 POST ® 8' CC 2x4 BOT. RAIL I I I I 5' STEEL OR 9" wQOD POST 36 HIGH MAX \\ T FILTER FABRIC ATTACH SECURELY SIDE OF POST. RUNOFF g (RECOMMENDED) STORAGE HT. I•; -RUNOFF : PLTH Op y JOHA CAEbHS 21621 1.01 X 14.07 = 14 TRIPS ATTACH RAILS TO POST PM PEAK HOUR: CROSS SLOPE = 1 2": 1' PROP. R W/3-10d(EA. RAIL) t2" MIN. 12" MIN. 1.08/1000 SF AI✓j/ Vti RT 50 1.08 X 14.07 = 15 TRIPS , 1 / I I WACKFILRENCH WITH COMPACTED GRAVEL SfONALG / SIGN WEEKDAY. 6.97/1000 SF - 3 1 RELOCATE SIGNS AS REQ'D 2" SM-2A 1 I I 6.97 X 14.07 = 98 TRIPS _ _ _ _ 1 RT 614 / 6" BM-2 �T ! I IT�J1il �1-I I ICI I I�-�-) I �n) �n� (�r=1 �- I I, 12" DIA. POST HOLE, I I 3 „ FILL w/coNC. I i STANDARD DETAIL ALTERNATE DETAIL DATE: SURVEY: 8" 21-B s I �, , TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 20MAR96 RITCHIE COMPACTED SUBGRADE INSTALL 2' DITCH U BELOW STREAM INTERSECTION /jj':" SCALE: DRAWN: I NOTES: NOTE: I 1. INSPECT AND REPAIR FENCE AFTER EACH = 40' JCL ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2. STORM EVENT AND REMOVE SEDIMENT WHEN ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. NECESSARY. o FINISHED SIDE TO FACE ADJACENT PROPERTY. C / WHERE FENCE IS LOCATED ON PROPOSED RETAINING 2. REMOVED THATSEDIL SHALL BE DEPOSITED 4+00 WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH E AN AREA THAT WILL NOT CONTRIBUTE 2 S PL 1/2"xB"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE Joe NO.: SHEET: 3. SILT FENCE SHALL 8E PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9602022 2/2