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HomeMy WebLinkAbout52-06 McClung - Logan Equipment - Heavy Equip. Sales & Service - Stonewall - BackfileLEGEND VDOT GENERAL 0 CONSTRUCTION Rev. Mar 2006 NOTES VICINITY MAP EXISTING FEATURES "= 1. The Authority s Water and Sewer Standards and Specifications are available at www.fcsa-water, SCALE 1 2000` com V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) a a o 0 r 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control Regulations, and an other applicable state, 9 P 9 9 Y PP T ° EXISTING EDGE OF PAVEMENT __ _...._.___..___..... __._._ ..X... E ...._._..._. __.._.-__._..._ ..__...__ 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the Ln m V EXISTING EDGE OF GRAVEL E%� EG 4• The contractor shall coordinate with, and arrange for inspection by, the Authority, most stringent shall govern. �, Y S C O o 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety &Health Administration (C?SHA), and Virginia a pPo Occupational Safe & Health VOSH Rules & Regulations, ^ Safety U 'O EXISTING CURB AND GUTTER - ✓ - ~ - -.._w_ _..._..__..___ _..__._.,_.__ _.__._.a 61 When an existing water main is tapped for the installation of a new line: P ( ) g a) The Authority shall furnish all labor and material. V3. When workingon VDOT fight -of -way, all tralfc control whether permanent or temporary, shall be in accordance with the current edition �� b) The contractor mush of VDO%s Wrk Area Protection Manual. Furthermore, all traffic flaggers be in Section 104.04(c) � �� M EX. INTERMEDIATE CONTOUR i? 8 ntrol must certified accordance with of O� Cp EXISTING INDEX CONTOUR f 1. make application and pay deposit the VDOT Road & Bridge Specifications. �- 2. mark the tap location, '� C `>. ro N o 3, coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at hfs expense, any and all utilities, including traffic signal poles, junction boxes, + EXISTING SPOT ELEVATION t_;.:, Jw controllers, etc, owned by VDOT or /public utility companies. It is the the developer to locate identify �b �° Q k � private sole responsibility of and �ti 7• Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify �� �1' v O a �` EXISTING TELEPHONE LINE EXISTING SANITARY SEWER �����°-=� ;,,a. r.�--�ro�-���-�� --��-� 8. The Authority's maintenance department shall furnish and install all water meter through Z" in size, the developer from this responsibility. It is the developer's/contra tor's responsibility to have the meter box assembly installed correct/y. �' �40 Before a meter is installed: r �~ � C o � � ^ a�, � - permanent V5. Design features relating to field construction, regulations, and control or safety of traffic may subject to change as deemed ROUTE 37 O �. a The meter box, with its frame and cover, must properly aligned with the co ersetter, • • • ��5 ) P P Y 9 PP necessary by VDOT. Any additional recurred as a result of field be the the developer. o ,c .� ►-� 3 C� EXISTING ELECTRIC SERVICE --_.__...._.._ �: .___..____..___._....___. _.__...__..__.._ any revision shall respons�b�/sty of ,i - b) The frame and cover shall be set to final grade. /JN EXISTING GAS LINE - - - - -- ~- - ;; ; -'; . _..__..._._._ _..._.__.__ ._ ~ c) The distance between the top of the cover and the coppersetter shall be between 18" and 21': proper g V6. Prior to lnitiat/on of work the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT �' d) All components of the meter box assembly shall be in ro er working order. right-of-way, 1 ! ;t `. EXISTING STORM SEWER -___....__..._. ..,____. X _.__' J_ __..' C _._.-_.-..___...__.__.___ _...._..... _..-..__._.._.__....... ._.____....v____._.___._____. 9, For water and sewer services that connect to existing lines: Owner Contractor a) The location of the service lateral is to be coordinated with the Author/tys Engineering Assistant. V7: If required by the local VDOT Residency Office, apre-construction conference shall be arranged and held by the engineer and/or EXISTING FENCE LINE - ~ - 'Al - - - - - ,' ~----. - '" developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work, WINV, LLC - McClung -Logan Equipment Co. Construction Management, Inc. b) An Application for Service must be made and fees paid before work will begin, 4601 Washington Blvd 360-2 McGhee Road r EXISTING DITCH LINE -----------------------�---------- c) The Authority shall fumish and install 5/ ", 3/4 ", and 1 " water services, Baltimore, MD 21227 Winchester, VA 22603 d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Once when work is to begin or cease for any undetermined length of time, VDOT Phone - (800) 638-6012 (Tom Logan) Phone - (540) 665-0693 f EXISTING WATERLINE W/ TEE ��r`'�V4 Mw property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested inspection.t' install the meter. EXISTING FIRE HYDRANT EX. r .14 EXISTING WATER VALVE W e) The Authority will install all sewer laterals, V9, The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintalned In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed 10, Any water service line must have a backfiow prevention assembly (double check valve or RPZ, as required), The assembly must meet Furthermore access to other ro erties affected b this project shall be maintained through construction. The Developer shall have within Tax Map Number 43-(19)-55 Front: 75' 279.2' he Erosion NIA �Z �O ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by Virginia Department of Conservation and Recreation (VDCR) in and Sediment Address 160 Kentmere Court Left Side: 25' 150,2' �Q` w cc EXISTING REDUCER Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 4,966 acres Right Side: 251 76.8 41, 11. A/l Are lines shall have a backflow prevention assembly (detector double check valve or a RPZ, as required), The assembly shall meet Deficiencies shall be promptly rectified. Zoning M-1 Rear: 251 95, 0' Are line fire o 00 EXIS77NG TREE DRIP LINE _ _,:...., ,_1. ......_,,_.: ASSE Standard No, 1048 or 1047. Any exterior, privately owned shall also have a service meter. This assembly shall be Legal References #050009480 9 = Ln 4-1z .:.....,._,_-^,tir-,..::,.__..._.. installed immediately before the backflow prevention unit. Radio read remotes are required. Existing Use Vacant Parking Setbacks Per Code Proposed j PROPOSED FEATURES VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Heavy Equipment Front: 25' 25.0' 12, FCSA to review the mechanical plans) for design and material approval of, 1) the domestic water meter and Its backhow prevention Sales and Service Left Side: 5' 12.8' �� �4 P device, and/or 2) the fire service line's backfow prevention device. Right Side: 5' 10.4' V11. All water and sewerlines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when Zoning DataOJ Rear: 51 25.0 PROPOSED EDGE OF PAVEMENT PROP EPGENE�ML NOTES possible shall be installed under roadway drainage facilities at conflict points Open Space Minimum 25/o o = 54,075 sf PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e,g,, unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of Open Space Proposed 17% = 5,552 sf F.A.R.Maximum 1. 0 � z � w a � a 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, construction shall be Immediately brought to the attention of the engineer and VDOT Work shall cease In that vicinity until an adequate Use For Parking Unit Tabulation design can be determined by the engineer and approved by VDOT, F,A. R. Proposed 0.04 � "T z Q � , , o Q Z71 a, m C . PROP. CURB &GUTTER PROP CG- 6 Office - 1950 sf 1/250 8 2. The Manual on Uniform Tragic Control Devices (MUTCD) must be adhered to when working in a public right of way. Build/n Data Warehouse - 4 1 per employee 4 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill, --' Po w r; w co 0 _ W W ~ PROP. REVERSE CURB &GUTTER PROP CG- 6R - 3. The contractor will remove all mud and debrs from the public right of way that Is left by vehicles entering and leaving the site, Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. Type of Construction 26 Metal When soil samples are submitted to private laboratories for testing, the samples shall be clearly Identified and labeled as belonging to a Proposed Area 9,300 sf 4j a CC z W w Q o project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standardsand procedures. Height Maximum 60 feet vw, z m v PROPOSED CONTOUR ,50 4, Any damage to nelghboring properties including county roads and sidewalks, caused by the development of this site will be the Height Proposed 30 feet Total U o W � i � IT o � responsibility of the developer. All damage must be repaired to original conditions o Q u PROPOSED SPOT ELEVATION + 50-0 V14. All roadway fill, base, subgrade material, and backflll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Total Parking Spaces Required 12 0 o o o 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02, The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture? for the full width of Proposed Parking Spaces 12 0 '� PROPOSED STORM SEWER PROP 24 "ADS contractor must r,a:ntaln this access for the duration of the project. any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in per, accordance with VDOT Road and Bridge Spedfiications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign # of Handicap Spaces Required 1 PROPOSED SANITARY SEWER S S 6, The contractor will be responsible for adequate and positive drainage of this site. otherwise. .data Proposed Handicap Spaces 1 Sign Area Allowed 100 sf PROPOSED TELEPHONE _` _ T 7 The contractor w1h obtain a`Land Disturbance Permit prior to any site work or construction, V15. MOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Sign Height Allowed 60 feet 1 PROPOSED ELECTRIC # of Loading Spaces Required 8, All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Proposed Loading Spaces 1 U PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer, W z LU PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer, or, at VDOrs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices Contact err Index p � U) - W o „ PROPOSED WATER METER ®' WM 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, w W z Z PROPOSED FIRE HYDRANT D& PROP. FH 12, All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Resldency Once a list of all material sources prior to the start of construction. Copies of all Surveying & Engineering Firm: AASHTO-T99, or VTM-1 as appl/cable, Any fill placed under buildings, structures, or pavement must be inspected and approved by a involces for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Resldency Office prior to Cover Sheet & Genera! Notes Sheet 1 GreyWolfe, Inc. (540) 667-2001 W 93- L; 13- rofessional soils engineer. A eotechnical report supersedes this note if provided acceptance of that work, Unit and total prices may be obscured. Grading and Utility Plan Sheet 2 P g 9 P P P P P Y Contractor. COMMON LABELS & FEATURES Erosion & Sediment Control and Landscaping Plan Sheet 3 CMI - Kevin Kenney (540) 665-0693 Drainage Divides and Erosion & Sediment Control Notes Sheet 4 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using g �� 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Zoning Enforcement: Details Sheet 5 Department of Planning (540) 665-5651 LU o ao 0 iz PROPERTY LINE OF PROJECT locations and not all utilities may be shown, technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition < to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Site Inspections: o 8 NEIGHBORING PROPERTY LINES 14, The contractor wll/ contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control, EASEMENT LINE 15. Ana roved set of site ions must be on site Burin the construction process. Department of Public Works (540) 665-5643 PP p g P V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be Sanitary Sewer and Water., PROPERTY CORNER FOUND O determined using the density control strip as specified In Section 315 and VTM-76. A certified compaction technician shall perform these Fred Co, Sanitation Authority (540) 869-1061 16, The contractor will notify all utility companies prior to excavation within easements, PARKING SPACE TOTALS 2 tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise, A VDOT representative shall be Telephone: Verizon (301) 954-6282 for disturbed that be left for than days, notified and the opportunity to be during the testing the 17. The contractor will seed and straw, soil stabilization, any areas will more thirty given present construction and of control strip. Electric. Alleghany Power (800) 654-3317 ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. (540) 869-1111 LDEPARTMENT OF INSPECTION GENERAL NOTES V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 inches and larger shall be ex loreo below the bottom MISS UTILITY,, 1-800-552-7001 SIGNS �" of the excavation to determine the type and condition of the foundation, The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe, Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Zoning General 0 1. Buildings the Virginia Uniform Statewide Building Code use S, storage, and B, Business the International Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall SANITARY MANHOLE IDENTIFIER shall comply with amd group use group of Building Code/2003, Other that ICC/ANSI A117,1-03 Accessible and the Usable Buildings & Facilities, be determined by the engineer and approved by VDOT, codes apply are Maximum 1. Exterior lighting will provided by wall pack lights attached design licensed Commonwealth Virginia for building Plans 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ 2. A professional of the of shall seal the structural plans submitted permits, must show all Environmental Ex/sting Disturbance Proposed to the building & Jightpo%s. t p ingress/egress locations to the exterior CABO 117,1-92 and meet requirements of Chapter 17 of BOLA. per doors be for V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on 3handicap 2%, All to LIGHT POLES , Maximum slope across parking stalls shall not exceed required egress shall accessible a minimum exterior area o o neighboring properties. assisted rescue, section 1003.2.13.718C, Note fire ratings around this door if this section is utilized, F/oodp/ain 0 ac. es 0 /0 0 /o va ti 0 V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, 3. Outdoor trash receptacles will be in an enclosed six (6) foot 4. The International Plumbing code requires testing of the sewer pump station to the rim, Lakes & Ponds 0 0% 0% QJ 4 � LOCATION OF TEST PITS acres fence V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Wetlands >1AC 0 acres 0% 0% 4, This project will not disturb any environmental features as I- "] W w ' Final approval of guardrail layout to be given by VDOT after grading is mostly complete, W Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. z. Natural S. W. 0 acres 10% 0910 5. The owner will be responsible for obtaining or granting W w0 O EROSION & SEDIMENT CONTROL FEATURES I LL L GENERATIONRetention Areas easements shown on this plan. is � U LIMITS OF CLEARING & GRADING - - - - - - LCG Steep Slopes >50% 0 acres 25% 0% 6, Easements will be recorded and copies sent to the parties involved. OV v W INLET PROTECTION ® lP 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% 7, All utilities that will service this site must be placed 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, underground. ITE AM PEAK HOUR PM PEAK HOUR 9 V Q �"`�.� ® \.,i '�'-� l 3. The contractor must all the fire hydrants to the direction as determined by the Fire Marshall, CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL OUTLET PROTECTION CDT 4. Burning brush Burning debris is � ® Op piles of natural vegetation requires a permit. construction prohibited. n C -9 APPROVALSr 2 - 0G 5. Emergency vehicle access must be pro vided at all times. Fire hydrants will be always be left unobstructed. 120 General Light Industrial 9, 300 sf 17,5 11.0 8.5 18,0 11.1 64.8 J CHECKDAM OCD RESPONSIBLE LAND DISTURBER DIVERSION DIKE DD Frederick County Zoning Administr or Date DATA TAKEN FROM THE L T, E, MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT X X SF NAME r L,ANDSCAPING NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date RIP RAP RR CERTIFICATIN #; a o 1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations and utility markings. 1, Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. SEDIMENT TRAP ST Landscaper must stake and guy all trees. Stake locations must avoid utilities, 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, ��° T� Z. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end DATE: J U LY 15, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a ENTRANCE OEM 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works,& Designer prior to commencing any 3• Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic inspections, shall be void 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and .CONSTRUCTION FILE NO. 0175 site work, 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Laird Disturbance Permit prior to any site work or construction. SHEET 1 OF 5 Survey Notes: 1. Boundary Survey data shown per unrecorded survey plat by Greenway Engineering titled "Final Subdivision Plat of a Portion of the land of Lenoir City Company of Virginia - Lot 24 - Stonewall Industrial Park". 2, Topographic and As -Built Information provided by Triad Engineering. This information is current as of March 24, 2005. NUMBER DELTA RADIUS LENGTH TANGENT CHORD CHORD DIRECTION Cl 5604749" 75,00' 74.35' 40.55' 71.34' N 0403555'E 02 5305555" 50M 47.07' 25.44' 45.35' S 0600152" W C3 29015'01' 77000' 393.09' 200,93' 388,84' S35`3336"E • ' e ` `'' ' 4" OF 3000 PSi CONCRETE W/ . •:., a .: .. FIBER 0 0 4- OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 2" OF SM-2A 6 " OF 21-8 COMPACTED TO 957L, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION IN THE PARKING AREA 2" OF SM-2A 4 " OF BM-2 d 4 8" OF 21-8 COMPACTED TO O.d 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL HEAVY PAVEMENT SECTION IN THE ENTRANCE & DRIVE AISLES 8" OF 3000 PSI CONCRETE W/ WOVEN ' . •, a .: . WIRE REINFORCEMENT 0 0 8" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY TYPICAL DUMPSTER SECTION p 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL GRAVEL SECTION 750 745 740 735 t off? aim O 730 vo''Z O j o!v o 0-I-00 N/F. OTHER LAND OF LENOIR CITY COUNTY OF VIRC VIA TAX MAP 45-79-2 •08. 544 PG. 235 ZONE- M1 USE: VACANT AVF DAMES T 141ILSOAI TAX MAP 43- 19--44 INSTR. J0500012J I ZOAIE MI USE COMMERCIAL WA TERLINE PROFILE 1 '=5D' Horizonte/, 1 "=5' Vertical FH TOPTOP WV _. c;4s - __ = i 67 36 ` INV OUT- 760.85 ' WV/ 9 V Ay IT 'S" WA TER ALr _ STUB OUi UP PE7 4921 .764 1 IRF ;I 1 GRAVEL!;. 1 } PILE ! 1 � j � � ,• TBR , 4'i • r ( ,SDR'- -5AN. SEWS i '�2 i } i ` LATEP4L: j IRP; VARIABLE WIDTH j SANITARY SEWER 1 EASEMENT } 20' DRAINAGE & UTILITY ; EASEMENT 5 ! I � r ' 1 :J 1 t CPA DEL DRIVEWAY i i "t_. VP ANCHOR POLE r i 1 § a 7) '1 , 1 a� F TOP= 750.42 'i INV IN=745.65' INV OUT= 741.65' 4" SDR- 21 SAN. SEWER LA TERAL i _.�_ / 1 cR 4•• _._.� 750 Lr � \ ' 47•� - 745 i , � W\ $ 1 740 y -' V o\,\ �\ Z. CIO -- - 735 -y \ g, WV 12705" CMP iNV = 740.23 NIF OTHER LAND OF LENOIR CITY COUNTY OF VIRGINIA r TAX MAP 43- 19-2 OB. 344 PG. 255 ° ZONE MI USE: VACANT 10' DRAINAGE' UTILITY,,, SEMENT 748 ,- E� 10 �o-of 4 - / � F 42 B GK ., �S• 325 2p WPR 1�4 25 .`. ,•pc PR • ' 10 DRAINAGE & •:n r6 // UTILITY EASEMENT 469 RESERVATION 414,92 L0 4 CL 744 x HENRY C BUETTNER JR LOT 25 - STONEWALL INDUSTRIAL PARK l TAX MAP 45-19-45 TA{Z & INSTR. # 050009124 ZONE: M 1 USE. LIGHT INDUSTRIAL PVA TER STUB OUT �► 12 �t `\ `� t•„\ `. INV - 740.30 4. v NIV VDOT Entrance Notes: 1. The VDOT Feld inspector shall approve all forms prior to pouring curb and gutter at entrance. 2. The VOOT Feld inspector shall make the final decision on placement CG-12 ramps if he deems them necessary. 3. The stop bar shall be thermoplastic. 4. The entrance shall be built to VOOT standard CG-11 specifications. 1"�' DRAINAGE & — UTILITY EASEMENT ITESERVAT ION N/11- BETTY C. McKCWN TAX MAP 43-A-15 OB. 80 PG, 700 ZONE MI USE VACA'v i 30' 0' 30' GRAPHIC SCALE O e C o 0 U ■� i O o 0 CD U �, !. .0 0) M C � o � � b 4 (, v L� (U) �� Q��w~ck: zQ. ZW'LU, v�­4 (j) �U Cr LIJ W e W �Q �OO Q V/ ^ Vr z L_/ w z w Z o 0 U) ° Uz w z U, z r4 U a C� 0_1 a a ry � DATE: JULY 15, 2006 SCALE: 1" = 30' FILE NO. 0175 SHEET 2 OF 5 W dla, schedule 40 i steel pipe filled with 3' concrete and painted finished allow grade r a I}- 21i `I. 18' dia. concrete encasement _ as required finished grade 2' min. - 6' max. st( 7 BOLLARD DETAIL pad V-6' dia. x 6" deep 4' stone stone to be screw minimum of 6' type above top of base adjustable locator marker stone valve box ston joint restr nts / 'LC ,f 45' FIRE HYDRANT ASSEMBLY -10- SDR 35 SDR 35 spigot spigot b y SOR 21 gasketed bell 45' bond �9 keted bell 45beadapter 2' [ 3' minlmum -' SDR 21 SDR 35 8' x 4° gasketed pipe SCH 40 gasketed bell and fittings solvent Wye weld cap property line finished grade -\ mechanical joint swivel toe with 6' branch SEP 05 �5_ location mark I36' min. cler stone---� v- 4' pipe at 2.00% minimum grade treated 25k 4' wi top 6' painted green SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- STANDARD IDI 1 SEP 05 24' select backfill 6" All backfill to be compacted to 95% of ASTM D698 maximum density. 6' -----' `-;kflll CONCRETE ARCH II LA NDSCA PING DATA Parking Lot Data Calculation Green Area in Lot 5% of 5,310 = 12 10 = 1 265 sf Trees Requirement Per Stalls 1 per 10 Stalls / Per Impervious Area 1 per 2, 000 sf 101, 596/2, 000 = 51 Perimeter 165-27-8-11,a 52 Trees 41415,310 = 8% provided Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 6 ,wig N:u Y' k� DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + Purple 8 ,.. RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 2 LC Little Leaf Linden Ti/ia Co,rdata 2" Caliper 35'+ Brown 36 52 OUTLET PROTECTION CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 15" 6.6 cfs J.75' 12' 11.25' 6" 10.0 2 15" 3.1 cfs J.75' 12' 11.25' 6" 10.0 J 15" 11.9 cfs J.75' 12' 11.25' 6" 10.0 finished grade ,fatvco, Inc. Fig. No. 71 BOB with Ild marked 'SEWER' bottom sectlon ofbox sanitary sewer main SDR 21 Wye _45' SDR 21 concrete skid pad 18' dia. x 6" deep 4' storne Panella Model PA4SV-CSK (41 cast Iron cleanout cap with brass plug having a countersunk square head - SDR 21 - deanout pipe N-- brick base t- SDR 21 45° bend 6' stone bedding SEWER CLEANOUT -19- I L ( Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6" 8' 10' 12' 6' 8" 10" 12' 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 2t0 40 10" -- -- -- 40 -- -- -- 20 REDUCER 4' select ^`�. - --�°Y�i�."w�'..�u`i� , .. ,,.,,...,�:..+...a;. .. ,.. ?•� ackfill i O.D. L ^_I�- AA In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8` 10" 12" 6" 8" 10" 12' 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS t OF 3 SEP 05 .2- SEP 05 SEP 05 Prune codominont leaders "-- DO Nor prune terminol leader or branch tips Prune rubbing or cross branches'--"---� / r Prune narrow crotch angles do water spouts Prune broken branches Remove togs and labels.._. Cut Prune suckers away all belling ropes 2"-J" mulch kept Remove top of wire basket away from trunk Soil wall to contain water 1 �•':.6 Y..,. ) r Bockrill soil • •' . ... Partially bockfilL Widen and score --�- water to sills so 1, finish holes in wall / back0ing ol Area for water Remaw cbntomr and cut drainage (Pipe circling roots it or tile could contoirw-grown, or as be installed) much burlap os possible if Leave field -grown solid soil pedestal - do not dig deeper than boll depth D/g hole 2-J times root ball wldth ' TREE PLANTING DETAIL (NOT TO SCALE) l----._� t - 1 6' Berm Along Fence for Screening 1 t i t' _ , t f -01 i I , h i \ ! i^ if I i II II li 1 i ` t j t i f I � w .. •• �. .. � r■/ 11 m i t r r t J 4WAr Mt.....- ptll Ar I jr I i S s s o o� ....,.._ ` 1 , 1 i � `t .. ''`� ..111c�C O W � � ri r`-'• •...- .+-r--t.,,L, t t \ 1 1� t r " y� 6 Boar on Boar Fence ' 4. VT ��.. 00/� /t Go t do \ VIP I-- Lr {-- Lr --1 fIn addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DiP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 IO X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 10 12 X 6 10 20 20 20 TEE, CROSS, WYE I L -1 In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8' 10" 12' 6' 8' 10' 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- .l C3 Q l - tD 't Ln C O O O IC - o `u I Q1) p Q ro Z Q) to W O r44 wtn�y �, � � V) zo�Qa�p4Z �:3ZC O z�ez�o g��az(n a Z V 44 Q Z W��z¢mQ<' Q O h� L W V Z O ' Z Z vo0o"'0 OP Ln IT, 140 Op ST i I \ 748 142 / y t%% CE /' r ixf+Sidi` ► to w 1'. 746 �.lo y- DD r w w .t TIN Seeding Schedule (per section 3.32 of VESH) l W o0 110��'� ` J t.. 1.) Topsoil will be spread at a minimum depth of 4': \ Q Q y ' .4ij 2.) Pulverized agricultural limestone will be incorporated into the soil at a'01 a' CD �\ `\ - 4� rate of 92 lbs per 1000 square feet (2 tons per acre). ` -0P ~i�� 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre), 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, i0°/a Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 12 "r r 5 CUP 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 INV. = 740.30 lbs per acre and anchored with cutback, or emulsified asphalt applied at . a rate of 200 gallons per acre, 12 "x 15 " CMP -- -_�� _�• �; -- P(ANTf., finished DOWN BEND DEPTH 4 FT. MIN. ^+ Ld DOWN BEND RESTRAINED LENGTH UP BEND DEPTH I-+ Lu -+-I Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT 4 FT. MIN. 5-12 FT, SiZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) S1ZE/IYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PWIDIP 45, 22.5 & 11.25 20 20 10' M 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11,25 20 20 12' PVCIDiP 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12- PVC 22.5 & 11.25 20 20 t0" PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET 2 OF 3 RESTRAINED JOINTS SEP05 -4- 30173 SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8x3/4'or3/4' 18in. Dla. Non -Traffic 74M32CRG Traffic A32HH-T 1 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2 x 4' with meter box top 6' painted blue and cover finished - sidewalk- -�- -- 5 ft �gracle-\ -1 �- 24'-- t meter by , . -finished 18'-21' F. .S.A. grade 3' atone surrounding \ ; \ 36, < box 38. 8'-10" 48- �\ 1' CTS \. polyethylene / tubing (PET) 200 45 12' psi with SS inserts \ - at all connections \ i saddle y ei min min with corp . ` st�$n 6. Same Side 1' coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/9'x3/4' VBHC72-18WD-44-44-B4 VBHC82-tOWD-44-44-B4 3/4' VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 1' VBHC74-15WD-44-4464 NA - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: 9) Elncase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from core. stop to Into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle bell valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 concrete pad V-6" dia. x 6' deep 4" st screw type. adjustable valve box -location marker finished grade 48' min. _valve restrained to main [stone' 18" to 24' ` 8'x Bic 16' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE .g. DATE: JULY 15, 2006 SCALE: 1"" = 40' FILE NO. 0175 SEP05 SHEET 3 OF 5 (WITH WIRE SUPPORT) EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENTcn ■ k 1. SET POSTS AND EXCAVATE A 4-X4- 2, STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. CONTROL NARRATIVE 'y O o •1-•; o 0 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year, Project Description cn i C `;° 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures, The applicant is responsible for the temporary protection and permanent This site is located in the Stonewall Industrial Park on the east side of Kentmere Court The purpose of -p l I I i I stabilization of all soil stockpiles on site as well as borrow areas and Boll intentionally transported from the this development is to place 9,300 sf of buildings onto the lot to be used for heavy equipment sales and project site, 3. A vegetative cover shall be established denuded not service, Existing Site Conditions Cn permanent on areas otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, C c o 1 t / Flow mature enough to survive and will inhibit erosion. This area is a vacant lot covered b grass. Drainage flows from the north to the south. All development p Q) o ` ` ! drainage 4" 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap will send south through existing drainage easements, g g g g I '� �61 { 3' / / f I \ ,o i B 3. ATTACH THE FILTER FA RIC TO THE WIRE 4. BACKFILL AND COMPACT THE sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, Adjacent Parcels a, Q � ; a� cn N 4. FENCE AND EXTEND fT INTO THE TRENCH. EXCAVATED SOIL. 5. Stabilization be I o C n measures shall applied to earthen structures such as dams, dikes and diversions immediately after installation, The surrounding areas are industrial zoned lots and state roads. The grading plan for this project proposes developed to flow to the through into the drainage I c J S all runoff southeast a pond and existing easements 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and Off -Site Areas A# work including topsoil stockpiling will remain on site, f� f } the trap shall only control drainage areas less than three acres, FLOW w = soils -� �� r , r b. Surface runoff from disturbed areas that is comprised of flow from drainage areas rester than ore ua/ p 9 9 q `Z to three acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfal/ system shall, at a minimum, maintain the The sous types determined from the USDA's "Sails Survey of Frederick County, VA "shows Swim/ey (#398) ' � ' - � - EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. structural integrity of the basin during atwenty-flve� year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while r rock outcroppings indicating re rc p imen o s These soils have with t t d k t T / h and Oak/et Silt Looms (#32B) w' roppings ing F Po l' medium erodibility and runoff 1 � ; i j �; ti ` • - " _ _- -- - - " FILTER FABRIC the sediment basin is utilized, Critical Erosion Areas 7 Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion, Slopes A WIRE J I ':, -. I -"�' are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slo e stabilizin measures until the problem is corrected, p g p This area /s known for Karst topography and contains limestone outcroppings and clay that shall be for �ZN ti O -! managed by diversion dikes with check dams and silt traps. Special attention should be paid evidence J m 7y j J / d from � A��pte m Installation of Straw and Fabric Filter Barriers for Sediment Control, P1ATE. 3,05-1 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary p q p rl' of any sinkholes on this site during the construction process, 0 06 7 o T, - / tt t h t or permanent channel, flume or slope dram structure, Q � D �, r ; ' �• �., seeps o e 9, Whenever waters from a slope face, adequate drainage or other protection shall be provided,Q Erosion & Sediment Control Measures All be r- o V) a Q CURB C CUT DETA IL t PLAN VIEW 10, All storm sewer inlets that are made operable during construction shall be protected so that first being filtered vegetative and structural erosion and sediment control radices shall constructed and maintained accord o minimum standards and specifications of thehandbook. �n9 t d spa ' ' 20 �P / sediment -laden water cannot enter the conveyance system without or otherwise treated tolpJ _ r , , -, _ __ ._ _ __ . _ . _. -�'' .fi � ,t , °•�z l remove sediment. Structural Practices z Z u) L o Q z =� _ �'�, tt. ' / ' �% 11.Before newly constructed storm water conveyance channels or pipes are made operations,, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance Install construction entrance (with wash rack if required by inspector) channel and receivingchannel, z o `'' Install culverts with inlet & outlet protection Install trap , ~ y�M1 , x; - , ► - 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and cofferdams, Earthen fill may be used sediment Install diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade W W U) � . z o o g Q z z QL �c "' a „ - w 36 for these structures if armored by nonerodib/e cover materials. _ Erosion and Sediment Control Notes (VESH Table 6-1) General w Q � o w w z m Q v EXISTING DRAINAGE of - - - - - 13, When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be = o o z = o ~ q \ PATTERNS _ - 50' 0' 50' �`��..- � <v 2% SLOPE 2+►' 14, AlI applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. _ 9 9 9 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one GRAPHIC SCALE completed, week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. cn E- v, - - - - _ --- - - - - - ` a. No more than 500 linear feet of trench may be opened at one time. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all LU w b. Excavated material shall be placed on the uphill side of trenches. times. zo o � o c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control U " > W � LL, z = z I device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property, plan to the owner for review and approval by the plan approving authority. Lu � 5 L, z I d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to � a � a Ipromote stabilization. prevent erosion and sedimentation as determined by the plan approving authority. � > LU a LCG e. Restabilization shall be accomplished in accordance with these regulations, ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land CK Ce U3 f.Applicable safety regulations shall be complied with, disturbing activities and during site development until final stabilization is achieved. UJ q = 1.3 CFS (10 yr) Slope = 0,5% 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ES-8. During dewatering operations, water will be pumped into an approved flltering device. o � o minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is i transported onto a paved or public road surface, .the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing \ 10-yr -Depth=0.3' sediment control disposal area. Street washing shall be allowed only after sediment is removed /n this rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately, manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities, 1 36" GRASS SWALE 3 18,A11 temporary erosion and sediment control measures shall be removed within 30 days after final site General Note: j LCG \ + stabilization or alter the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction within reason, to ensure adequate protection to U) - measures shall be stabilized to further erosion and sedimentation. process, 1 CURB CUT permanently prevent the public and environment. CHANNEL DETAIL VIEW 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and flow rate of storm water runoff W Q x PLAN peak for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: � 414 / I Zt o o �� 750 750 750 Uj I 15' \ LCGLIJ 745 i 745 l ! _ _ ' _ `M 7 45 ~� W l \ 748 N 1', l4z Q 0 100 yr - 742.3 ; 10 r - 741.9� I 2 yr - 741.5>- -- - I ! ! j i i 100 yr ! 10 yr - 7- 7 1. 2 yr - 741. ,.._.___ I I Q4 LU Li U '"` ( 740 ! I 740 I I I 1740 Q I --.----..__-_ - _ I 15" ADS!® 0.53; I \ STD 1 II ` fi 1 m i !� ! j m 1 I ; m f ,.+ 'Q. g LIMITS OF CLEARING ' � Ilk J � I ��4 Z �- Q o o � 44 � ��, t ��I ai �__�__ � I I � I 1 _ -- GRADING t; 2 oo, N ? o� ;� W W N i i ?; O I cVJ 1 !2 i PROPOSED DRAINAGE ��i LCG4� ► �; a �._.-_._.____._____J__ ______.._ _____i.._ �� 0 0 0 ____ _._._._-. _1 �� 0 o �_.--_,________._____.�_____�..____--•--_.__- ----__..__.__.___�____.____.____-_._._._� i I ._..___..__-_____.._ _ _.______-__._.__-___�.._.._______.--_--_�__--._...._..._ �� I , I I __...-_.__..._____.__.._ __._...., DATE: JULY 15 2006 , SCALE: 1" = 50' PATTERNS 50' o' 50' 0+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 FILE N0. 0175 GRAPHIC SCALE POND CROSS SECTION POND PROFILE SHEET 4 OF 5 1 "-50' Horizontal, 1 "=5' Vertical 1 "=50' Horizontal, 1'=5' Vertical TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS ado (MIN.) L 'IPE OUTLET TO WELL )EFINED CHANNEL U 70 d SECTION A -A 1 FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 P8-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -- GROUND LINE H CROUNO LINE H _ rrrrr rrrr I rrrr rrr i ROCK ORDUND LINE H rrrrrr rrrr - I rrrr rrrr I I rrrrrr r I rrfr' r rR-F r r - EARTH OR'4I D"12" =t1 ,r rr UNYIELDING D+12" r �.EARTH -� d d 41 SOIL d 11 D/2 1t 4" D/2 D/2 !� BEDDING _ J MATERIAL MIN,1/10 D MN 1/10 D- I I BEDOINC X I•�a-0-�'1 SC MATERIAL MIN.1110 D I I BEDDING f(�O PER X }•�a-D-�'I X MATERIAL TIX L-d �„I X MIN, B^, FOUNDATION SOFT, YIELJINC, DR NORMAL EARTH FOUNDATION MAX.24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 15 x D a.}r MIN 1.5 x D �I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D I _ T TOP OF FILL F TOP OF FILL TOP OF FILL H H rrrrrr rrrrrr/ rr rr rr r' rrr rrr rr rrrrr rr rrr -' rrrrrr rrrrrr rrrr-r rrrr rrrrrr '- - rrrrrrr/rrrrrr r/rrrrrrrirrrr rrrrrrrrrrrrr irrrrrrrrrrrr, iris ,�,,>f r'✓�,�� ir,1,I' rr r ^ ,f'�,f�� rrrr rrr rrrrr '- rr rr rr r/ rrr,, r - '- r�rrrrrrrrr rrrr'rrrrrr D�12" rlrrirrir� rrr�rrrr.�r - r� GROUND rr D 12' - rr rrr r GROUND /rrrrr rrrrrrr,+r rrrrrrrrrr -GROUND = rrrrr d LINE •f%%rrf _ /rrrr d LINE rrrrrr d - -^LINE D12r - - D12 r - Orz_ ~ EARTH ~14 _ _ _ �I IIROCft OR � MIN. 1/10 pDD� BEDDING X D X MATERIAL MIN.1/10 D UNYIELDINGLUr I SOIL MIN. 1/1O"l}`• BEDDING �5. 0 ja- In" X X BEDDING PER EARTH MATERIAL NORMAL EARTH FOUNDATION MATERIAL 1" of " �24„ ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. REGULAR BACKFR_L MATERIAL IN ACCORDANCE Er WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT NOTE: FOR PLASTPIPE, THE LI TTS 113ACKFiLL MATERIAL SHALL BE OF THE LASSHE 1211 E. XTENDOT 0 HE EXTENDED SHEET 10F4 gl{FRDICE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS �ERtr�( CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 3D2 REV. 1/04 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 10701 rFNERAL NOTE : 1-E-K-EETA31,E WARNING ,FALL °E'FCVIpED EY rR'..NCATED CCME5. �� \ v - A- 2. DETf CTAB_E wARrJ1NG 0 EE CLASS !,-3 CCWCRE-E <CLh55 A• I;-,PRECASTI W171- S-IP R£SISTAN- tNTECRAL SUP,F.eCE COvERIN!, THE FULL WIDTH OF THE �� RAMP -LOOP 61 L F001 IN LLNC 14 IN IHt UIHLCt.ON J1 I-M6IRIAN ��% .\ .�-�-•'_.-�--+ 7<AVEL, OTHER TYPES OF MATERIAL WITH THE-P,CM ;NCATED CES DETECTABLE WA4KIN:% MAY ?F AFFn WITH THE AP:ROVA! OF THE FMM\FFRTY"F= A. a 3. DP:t•:C OF LIP. RAMP MAY POURED l(�NO TH' Y WITI- P. A1..P - ' ' S_ , Ry C _ BE L CALL I-';RF''EP1L''I;:.JLQ.R FI OOR nR Rt IS?NG P'RtYRF51Ri F RFOiIIRFn BARS. e A. IF RAMP tnP FLOOR IS PP,ECAST, HOLES ,TEST BE FRONDED F0. DOvvEL BARS SG - T-A- .AD.;<;h\11NG FI Af<Fn SI-.FS t.DN Fr ':AST N} rt ACF AFT-R 11 ArrLIFNT OF _ P:EC,,ZT P.4MP FLOv?. PRECAST CDNCRETE 5HA L SE CLASS A-4, - \ ° MIN 5. R70UrsFD FA?F ARF T-1 fir" NO. 5 X R' PI ACFD 1' C"N-'R TO CFNTFR N ONF, .= BOTH SIDES OF 7HE RAPID FLOOD MID-b£PTH CF 4AN.P 'LOB`.. M.,t,IMJt/ "\B � �^ f-- CO\CRETE COJEP, Piz" \14X� \ f.. %�--'S `t 6. CJRB r CU48 AND 'LTTzR " OPE TRVJSInOVS ACJAC£MT '"0 CLRB RAMPS •---- ARE INC_LDEC IN PAYVENT FOR CU?E' CUPS A•JC GUTTEa �-'-"" �- TYPE 0 r� - - %. CJRB taMPS Ar?_ 6E LOCATED AS SHOWN OV H_ P_.U`15 GR 4S DIRECTED PARALLEL BY T14F FNGIN'ER. THEY AN,. TO HE P?OVIOFD AT HE WIE�;EVFR rr Y A 1 /J•. A R' • T WIT it T RI''r WAY - A t'' N , .7 ! ,.ESSIB_E -u E H J HE ., i d v 3. H,F F �C..77 A - R F NH H R SIDEWALK + T. PROPOSED, C-"_S.,E.. CUP... E�AR�LES- 0 ET E -DE ALn S EY.S IiG 0 OSED rJ _ � r^M a I t ICY 0 NOt!_XbT 1 C MU''i LCCATC WII 11`: FC 'TFIAN li � N I<`' L D_ U 1 OLS C J o AL o AS L0C,%7S-070Ott HI\D z \E D70P EO S, THE EN:. IGHT P3PS4SHOU_D VGr 800WOM1001 B'. LOCA7.0 BSW>D vcWCLE S'pP LINES, EY..S-NG IGHT POLES, FIRE �-- r t µ�X \\ \ HYCRAVTS.:FOP 1RETS,E-C ACCESSBL- RDUK5 PPD\"Dc A CONTff;1CUS "---"'"- yt'a T P r t �- r F? \ \ T r, 1 A � rrr Rt P A r rH rJ, I AL J ,B PJc s v3_ rJD SLIP FA t ..r Gr. S E0, £, AT _ C E_�a MAx \ I_ �l - ^ e - e a � \y 1'.FSiIfl,F FLFMFtJ15 OF A-AC:il1+1 THAT .. iJ ,�F APPR.! CH-C. FNTF..FO ` AND J�LU HY PLULSINInrJS. S IM�r \10K--•�^��" 1 '-�--\, r 1- G 7 N R R t/PS GA" :IF ON RA''IA TAN( 1tIAl SFr. l;�, FROV; F': THA.-�----"--'"- ` D 'L TM r AT `k , 2" HIGFIE9 THA1J 7-E :.LAB-'PEN!gG IS =L/e:,EU >•/ITHIP THE ' ItaliS 1 T-IE 'FCSSwA_K n,NO - mD r or ^A`/rMrN- 7-,A THE SLO-E 4T T-E CCNNECTION OF THE CU;B OPEIPKG IS T`'RD-hDIN.l AR T1 Ttlr ftl?F Al KX ,SAME AS TOP OF CURE 9. TYPICAL "C,r-RETE SIDEWALK 1S 4' 11-1^K. WHE\ -H EvTRANCE RADICANNOT Tv_I� A:'COtAMOnATr THr Ttl?IJING Rr(11.1'lrbtr`iT; O- A\TC:If ATrn IIFAVY TR�OrN j --V-IC, REFER TO STANDARD C^•Li, CCUMERCIAL r-N-RM4CE (HF.It')Y NA- .ALLEL & NEKNLNUICJLAh: 14UCK TRA=FIC:FOR CCNCR--TE CE°TH. 0. WHEN CURB R.Ci/PS ARE USED IN CONJJKC"ICN WITH A SHARED USE PATH, T-E tL PVL:fA WIDTH G-ALL 3E T: E MD-H CF THE _HA?ED U>E PATH t S" 2 4' TRUNCA7_D DOVE I C C A ., i- r tS ,� n 7- I ��c�Qo\/000cQooQ� 0 0 0 0 0 0 0 c C 0 0 0 0 IT 0 0 0 0 0 0 0 0 O C 0 0 0 0 0. li 0 0 0 0 0 0 0 0 c C O O O 0 a m r " 10 0 0 0 0 0 0 0 0 C 0 0 0 0 0 d 0.2 _ - 50 ��65! OF BASE OIAML Try I'7 0 0 0 O 0 0 0 C C 0 0 4 O �+ UIn,LTlit - � I_J 0 0 0 O O O O O C 0 O 00 0` 0.9' - 'A' BASE D 4' MINIIJUM. +II AhtETE? PRY L t/IT i TRt!PvI A- Ff) f70t1F DET:CTABL.E tiYARNING DE .AIL C'ETAL SHEET OF I 'C -12 C E T C T AB L E '�^d AP N I' K S U R FACE ;PFC.FIf.,To-7 I \ htVL�NC_ CENER.AL NOTES 1J5 - 502 VIRCNIA UtPA41VLNI OF IHf.N;I'J�IAItON + .r.r•r..r V.11•r•r•r•nr�r•r•rr/.nr�r�r�r�r•�, 1 11=11=.11 II IL;���.�t�i�t�r�l�t�t�r�r�r�/�r�i�t�.t�r�r��+:�r�r�r�.i •' SIDE ELEVATION GROUND 70' MIN, WASHRACK iT (OPTIONAL) 12' MIN,* 10' L VDOT Bl I I ~� POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW DC1 "� V" SECTION A -A SECTION B-B 10' MIN, EXISTING PAVEMENT 10' MIN. CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN-CRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOP 0 SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" _I R LESS W DEVELOPED URBAN & 5U8l AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. I P �Ir- P P I D' 1'-1" P P P P P 7„ a Q Q Q Q P D P D ------------------ P D O P D THS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENtE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I Dc-12 PERMI$$IBLE A' CONSTRUCTION JOINT 4'- 4dim MI ' +5 DOWELS, B" LONG 0 12" C-C THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OFT' IS MAINTAINED. 1 201,03 1 INSERTABLE SHEET A59' ti j B 10�1 uAx 2'- y I TRUNCATED DOMES A SEE SH€ET I OF 4 FOR DETAILS TYPICAL DESIGN g,.p'• 4,.0., BACK OF CURB 12,1 MAX, 48�tMAX. 1 101 1 SECTION A -A P RMI I E 5$ BLE !k g '• CONSTRUCTION JOINT _ •SECTION 8 B 4' M} 10 1 MP:x) 50a MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4'SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL Y I Y J BE PROVIDED WITRN rHE MARKED �a CROSSWALK. AREA. (h o o- Y t/t V) =o a:) �v V c�Rosswa(lK �--1 cRo s'N'� TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORArES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTIi 6 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. St'ECNiCA710`7 AYlEFENCF, CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 52 VIRGINIA DEPARTMENT OF TRANSPORTATION OF 41 SOURCE: VA. DSWC Lo wBs PRECAST 2-10 ACRES OF DRAINAGE AREA: I TANK DESIGN PROVIDED BY: J 8" 3.20-1 R7-8 HANDICAP PARKING Sl (12" X 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBIL17Y ADJUSTING THE REQUIRED HEIGHT IF REQUIRED \ TO ACCOMMODATE \\ THE ADDITIONAL LINES VAN ACCESSIBLE REQUIRED '\ EFFECTIVE PENALTY $100-500 JULY 1, 1998 j TOW -AWAY ZONE tl' PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) ENTRANCE PROFILE Q i W wC) �v W U � U Lli (6 108" -� 24" 24" H2O LOAD RATING TOP 4 " INLET BALL VALVE WATER TIGHT SEALS REQUIRED. USE CONSEAL C102 BUTYL RUBBER GASKETS 'ALARM" SWITCH - 28 "�� CHECK VALVE "ON" SWITCH - 22 "--" � "OFF" SWITCH WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 1000 GALLON TANK 96" + o x I xx STREET APPROACH SAME 3 A -+1 SURFACING AS MAINLINE (RADIUS TO BE AS 1 ROADWAY SHOWN ON PLANS) C C ..- ^ &RAOIAL OMBINATION (RADIUS TO BE AS / CURB AND GUTTER SHOWN ON PLANS) t5T'D. CG-6) wl SIDEWALK I I � Ix 6.. I , OPTIONAL 6^ t FLOW LINE--/ 1w-- J --- i 0 EXPANSION JOINT , o NOTE: WIDTH 2`-0" OR AS -� �' MAINLINEROADWAY r SHOWN ON TYPICAL S-CTION. A -1 PLAN VIEW -it fit 111E lI fZi :L�-i 2 Li -a 12. 0' 26.0' ® 27. JO. 0' © 27o CONTROL ° PANEL MOUNTED INSIDE 1 " OUTLET ko 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT ZOELL�R E p ErlGtrrEExEn ZOFe_1Z-' L-' • PrroDUC15 LOUISVILLE, KY. LOUISVILLE, KY. PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 ` •b:.- T _ CLASS A,S . p, - e •. • �. - CONCRETE e. '°.��°:- EXPANSION JOINT SECTION C-C CG-11 �CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADf CANN T ACCOMMODATE ® THE TURNINGREQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC. THE CEPTH FOR SIDEWALK S CURB RAMPS WITHIN THE LIMITS OF THE RAOIISHOULD BE F SHOULDER R EDGE 0 S 9ULOE 0 FLOW 8 Max. LOPE _ .--D L E CHANGE INCREASED TO 7". C ED OPTIONA!- LINE �,�S `I WHEN ST'D. CC- 11IS U5ED FOR ENTRANCES BUILT 1ANNONE ROADWAY _ ` - -' '- "'- - --- - - -- - IN CONJUf,;CT!GN WITH VDOT PROJECTS, PLEASE r D NOTE THE FOLLOWING PE CHANCE S 0 CHANGE FOR STREET 7 �-_ D XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5'MIN� ON TION TO THE R/W LINE (EXCEPT ANY SUBGRADE 0' DESIRABLE FOR COMMERCIAL STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A A RADIAL CURB OR COMBINATION CURB FOR GRADE CHANGE D UC7ED AND ER SHALGUIDELINES BEYONDTTHE R/WLLINETEXXCEPTTBE FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXMUM '-'��"'-'-• "- '- CC-3 OR CC' 7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE "-�'�'- MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) _<3 % 6 % TO BE USED WITH THIS SiANOARO. LOW (LF.SS THAN SCO VPD) < 6 2 8 X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLQWUNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUCE POKING OF WATER, SPECIFICATION REFF_RENGf METHOD OF TREATMENT - CONNECTION FOR SIREE-i I<VTERSECT!ONS Sot AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 7/01 2030.4 NOTES: " 1. H/C SPACES MAY NOT EXCEED A 2Z SLOPE. 2, RAMP BUILT TO I/DOT CG-12 STANDARDS, J WHITE STRIPING SHOULD BE 3" WIDE, 4. H/C SIGNS TO BE SET X BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N. T, S. i'I RI-1 RI-3 Rt�, 30' x 30" 11" ,• 5" . r" x a ` 2B-4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 x 24 inch size may be used. , .at a multiwa.' stop inlerseMior. Ise_ _B-^ <unvtemen[ary plate (RI-3) should be mounted just oelow even STOP sign. If the number of D the 1 t the intersection is three ,1r more the numeral n approach legs o PP g ' I .ogres and to the actual number of legs. or the i e t late spat ,.0 em n e8 P a1'3 P P P legend ALL -WAY (R1-4) may be used, T'ne supplementary piate shall have white letters on a red backgroun- and shall have a standard <ize of 12 t r. - r 18 x 61 inches fR.-- . 6 inches /R 1 3 o n , l ) A STOP sign, beacon or beacons may be usc'_ :r --on)unction with a STOP sign described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT J= !2' z - - - - - - - - -! -z~- M!NOP -jROSSP,1Cr'.: ■ U Q C3 � N , I Ofn o 0 Nto r ^5 v , 5 LN ti � n 0 v J �I jc s ttj 1A tiQ'G to d� 00� yy 406 V } r p r•••1 9 /oG tioOtia�-�Z Ln C. t� m �Z�C gQgz� O. �" ;it wC z mQo ti�4j- p Z Z � Z O LU LU i- C� ti Q Q O � Q Q Z �� ti ::j rW (C�� o� Qw �q O W W Wz W V o� Z � Q 0 DATE: JULY 15, 2006 SCALE: N/A FILE NO. 0175 SHEET 5 OF 5 LEGEND FCSA CONSTRUCTION TE Rev. Mar 2006 VDOT GENERAL NOTES VICIN17Y MAP 0 U EXIS77NG FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water. com V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) SCALE 1 "= 2000' 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, EXISTING EDGE OF PAVEMENT EX E, a 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall cn k C EX EG 4• The contractor shall coordinate with, and arrange for inspection by, the Authority. govern. �, �, �. � ® o 0 EXISTING EDGE OF GRAVEL._.--_--.---_.._.--_-_--_..w._.__._....____._.._-_--__-__. __..__.._._.._ 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. A// construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations �c a pP� SITE CO U �. -� La ,-.. EXISTING CURB AND GUTTER EX �G _ 6. When an existing water main is tapped for the installation of a new line: �,�- o � 0 -------- _.__....._..._._ _ ____.____._._ ._._..__._.__._ __ __.,..___._....-_.__.: a) The Authority shall furnish all labor and material. b) The contractor must: 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, traffic fiaggers be in Section 104.04(c) Q:f _ �� titi � EX. INTERMEDIATE CONTOUR q , , all control must certified accordance with of � o� CA M Ei EXISTING INDEX CONTOUR 5 1. make application and pay deposit. 2, mark the tap location. the VDOT Road & Bridge Specifications. C �, ro N 'o 3. coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, 0) EXISTING SPOT ELEVATION controllers, etc., owned by VDOT or / utility companies. It is the the developer to locate identify i% h 7• Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. private public sole responsibility of and utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify i o�~ti °��'40, EXISTING TELEPHONE LINE - ---- /r - -- - - - - - ; - - - EXISTING SANITARY SEWER 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, %t is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before is installed. the developer from this responsibility. P P ty `�' �� �� U) o C M a permanent meter a The meter box, with its frame and cover, must properly aligned with the co ersetter. J P P Y 9 PP V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 O }� ( � ;.-. EXISTING ELECTRIC SERVICE - - ----- - r: -- - _ _-_ t._ __...._. ____ necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. b The frame and cover shall be set to final grade, PROJECT I F MA TIO EXISTING GAS LINE -.-- _..__._._.__,._.... _..._ , 4;; : _._..__... __._ .___..__.-_.___ ' � D c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". d All components of the meter box assembly shall be in proper working order. J P Y P P 9 V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT fight-of-way.10 if I VNA r, EXISTING STORM SEWER _.___..._. ,.-,_..._ __. ...._.-_ _.. _.._-__.___ ...__-____ ..__..__ __ _._..__ __._.�. s______..__. ___ _.___.. _____.._ _.___.___...... ____ g• For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority`s Engineering Assistant. V7. If required by the local VDOT Residency Office, a pre-construct/on conference shall be arranged and held by the engineer and/or 44 Owner Contractor EXIS77NG FENCE LINE - - -- ;" - ---- --- -- - x Al b) An Application for Service must be made and fees paid before work will begin, developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work,r WINV, LLC - McClung -Logan Equipment Co. Construction Management, Inc. 4601 Washington Blvd. 360-2 McGhee Road <-- ��� EXISTING DITCH LINE ----- --- -� ---- c) The Authority shall furnish and install 5/a ", 3/4 ", and 1 " water services. Baltimore, MD 21227 Winchester, VA 22603 y d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Phone - (800) 638-6012 (Tom Logan) Phone - (540) 665-0693 EXISTING WATERLINE W/ TEE w - e§` °- -- F 4 ' property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested inspection. irk Install the meter. EXISTING FIRE HYDRANT • e EX r e) The Authority will install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained In accordance with Section 3,02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed N1A EXISTING WATER VALVE ~-..s..n° ° ` ~~ `` ° - w.a ..aue 10, Any water service line must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developershall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Tax Map Number 43-(19)-55 Front: 75' 279.2' Address 160 Kentmere Court Left Side: 25' 150.2' d, LU co F. a.._- EXISTING REDUCER ,-...�,.4...... t, ��' -� __.,�.�._.�.m.-�,A,,.....,rt.-...,�.........�.-_ Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. P A p Area 4, 966 acres Right Side: 25' 76. 8' 9 � �r v> 11, All fire lines shall have a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be Deficiencies shall be promptly rectified. Zoning M-1 Rear., 25' 95. 0' Legal References #0500094,80 O 0 b 7 = °n EXISTING TREE DRIP LINE _��,<_..,.._� �...,..f..n_._-._.:...,.._,�.��.,....-,._��.__�_,,._- installed immediately before the backflow prevention unit. Radio read remotes are required. Existing Use Vacant Parking Setbacks Per Code Proposed J p VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Heavy Equipment Front: 25' 25.0' z� O PROPOSED FEATURES 12, FCSA to review the mechanical plan(s) for design and material approval of, 1) the domestic water meter and Its backflow prevention Sales and Service Left Side: 5' 12.8' � P= device, and/or 2) the fire service line's backtlow prevention device. Right Side: 5' 10.4' VI1. All water and sewer lines within existing or proposed VDOT right -of --way shall have a minimum thirty-six (36) inches cover and when Zoning Data Rear, 5' 25. 0' OJ PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be Installed under roadway drainage facilities at conflict points. pen pace Minimum 25 /o = 54,075 sf O S ° PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions e.., unsuitable soils, sprfn s sinkho%s voids caves etc, encountered durin the course of Y (9 9� J 9 to the attention of the engineer and VDOT Work shall cease !n that vicinity an Open Space Proposed 17% = 5,552 sf F.A.R. Maximum 1.0 For Parking Unit Tabulation z z ®�4+0 z �'construct 1. Permits must be issued from VOOTprior to any construction in a public right-of-way, until adequate design can be determined bytheerg neertand approved by VDOT, F,A. R. Pro eased 0. 04 Use z o Q V '1� PROP. CURB & GUTTER PROP CG- 5 2. The Manual on Uniform Traffic Control Devices MUTCD) m�r�.i,. be adhered to when working in a public right of way.`x ( g P g y V13. Al! fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Office - 1950 sf 1/250 8 Building Data Warehouse - 4 1 per employee 4 peri W W O = o o Q W W A = � Z5 U, Q z ~ ° CURB & GUTTER �., uric ri fit of way that is left b vehicles entering and leaving the site. 3. The contractor will remove all mud and debris from the : as .,, " g y y g g Where CBR testing is required, a VDOT representative shall be p p 9 4 P present to insure the sample obtained is representative of the location. laboratories for Type of Construction 2B -Meta! � �, � Q z a Z PROP. REVERSE PROP CG- SR When soil samples are submitted to private testing, the samples shall be clearly identified and labeled as belonging to a Proposed Area 9,300 sf z W W � i CS project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Height Maximum 60 feet vW, U, o 0 PROPOSED CONTOUR 50 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the Height Proposed 30 feet Total j5 o W PROPOSED SPOT ELEVATION + 50� responsibility of the developer. All damage must be repaired to original conditions, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Total Parking Spaces Required 12 0 o o cZ o 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02, The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of Proposed Parking Spaces 12 PROPOSED STORM SEWER PROP. 24 " A� DS contractor must maintain this access for the duration of the project. any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in ,,R, accordance with VDOT Road and Bridge Specifications Certified copies of all test reports shall be submitted to VDOT daily, unless specified Si n'� �a # of Handicap Spaces Required 1 PROPOSED SANITARY SEWER S S 6. The contractor nvlf/ be responsible for adequate and positive drainage of this site. otherwise. -�-= Sign Area Allowed 100 sf Proposed Handicap Spaces 1 PROPOSED TELEPHONE T T Z The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT, Sign Height Allowed 60 feet # of Loading Spaces Required 1 PROPOSED ELECTRIC 8. A# construction will be done following the laws and guidelines set forth by OSHA and VOSH. Proposed Loading Spaces 1 cn 9. The contractor w111 notify engineer of record of any discrepancies between the approved plans and existing site conditions. V16. The installation of any entrances and mailboxes within an dedicated street right -of- shall meet VOOT minimum design standards and is y g y g z W � z ,,, PROPOSED GAS LINE the responsibility of the developer. 2 PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. VI7. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT"s discretion, by VDOT on an account receivable basis following the Manual On Uniform Tragic Control Devices. O V)i w v ®n �-�Ct Numbers C ,,/ h e�� I%iU �i� PROPOSED WATER METER l ,�WM J z 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. LU LU PROPOSED FIRE HYDRANT D& PROP. FH 12, All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all Surveying & Engineering Firm: Ce AASHTO- T99, or VTM-1 as applicable, An fillplaced underbuildings, structures, or pa vement must be ins ected and approved b a PP Y P g � P PP y invoices for materials utilized within an dedicated street fight -of -way must be provided to the local VDOT Residency Office rior to y g y y P GreyWolfe, Inc. (540) 667-2001 Cover Sheet &General Notes Sheet 1 a Ine s professional soils engineer. A geotechnical report supersedes this note if provided acceptance of that work. Unit and total prices may be obscured Contractor: Grading and Utility Plan Sheet 2 Erosion & Sediment Control and Landscaping Plan Sheet 3 ? � COMMON LABELS &FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using CMI - Kevin Kenney (540 665-"693 ) Zoning Enforcement: Drainage Divides and Erosion & Sediment Control Notes Sheet 4 13, The contractor is responsible for contactingMISS UTILITY prior to an site work. All utilities shown on this plan are approximate P Y P PP the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction h' P 9 P P Department of Planning (540) 665-5651 Details Sheet 5 w �. o 0 �. PROPERTY LINE OF PROJECT locations and not all utilities may be shown. y technician shall perform these tests. Certified co res of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition p copies P y P Site Inspections: Q 2 o rn .� to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and o NEIGHBORING PROPERTY LINES 14, The contractor w#1 contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control., EASEMENT LINE 15. An approved set of site plans must be on during the construction process. PP p g P V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Department of Public Works (5;0) 665-5643 Sanitary Sewer and Water: PROPERTY CORNER FOUND 16, The contractor will notify all utility companies prior to excavation within easements, determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these Fred Co. Sanitation Authority (740) 869-1061 PARKING SPACE TOTALS 12 tests Certified copies of the test reports shall' be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be the to be during Telephone: Verizon (301) 954-6282 17 The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, notified and given opportunity present the construction and testing of the control strip. Electric: Alleghany Power (800,) 654-3317 ADA HANDICAP PARKING STALL Gas: Shenandoah Gas Co. i1�40) 869-1111 DEPARTMENT OF INSPECTION GENERAL NOTES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom MISS UTILITY: 1-800-552-7001 SIGNS -ff- of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Zoning General Noyes SANITARY MANHOLE IDENTIFIER O 1. Buildings shall comply with the Virginia Uniform Statewide Building Code amd use group S, storage, and use group B, Business of the International Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT, Maximum 1. Exterior lighting will be provided by wall -pack lights attached Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessible and the Usable Buildings & Facilities, 2. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all STORM DRAIN STRUCTURE IDENTIFIER ingress/egress locations to the CABO 117,1-92 Chapter 17 BOLA. Environmental Existing Disturbance Proposed to the building & /ightpoles. exterior per and meet requirements of of 3. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. PP p p� (J Y PP Features Acrea e Allowed Disturbance .� 2. All lights will be shielded or directed to prevent glare on 9 P LIGHT POLES assisted rescue, section 1003.2.13.7I8C. Note fire ratings around this door if this section Is utilized. V23. VDOT'Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified b VDOT. P P P Y o o Floodp/ain 0 acres 0 /0 0 /o neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot � W o cl� LOCATION OF TEST PITS 4. The International Plumbing code requires testing of the sewer pump station to the rim. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria, Lakes & Ponds 0 acres 09/0 0% o o Wetlands >ZAC 0 acres D r6 0 /0 fence. 4, This will not disturb any environmental features as w tL Final approval of guardrail layout to be given by VDOT after grading is mostly complete, project w Sinkholes 0 acres 0°r 0% defined by the Frederick County Zoning Ordinance. tzn ti Z Natural S. W. 0 acres 10'% 0% 5. The owner will be responsible for obtaining or granting WOO EROSION & SEDIMENT CONTROL FEATURES FIRE MA RSHA LL GENERAL NOTES TRIP GENERATION DATA Retention Areas easements shown on this plan. Q LIMIT F CLEARING - - - - - - S O C A NG &GRADING LCG Steep Slopes >50% 0 acres 25% 0% P p 6. Easements will be recorded and copies sent to the parties involved. U � � J INLET PROTECTION ® lP 1. An inspection by the Fire Marshall's ofce will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshalls direction. Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be laced P underground. � W ® Z W c 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, ITE AM PEAK HOUR PM PEAK HOUR � V R CODE 1TE USE FLOOR IN OUT TOTAL IN OUT TOTALFADT OUTLET PROTECTION 0 p 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 120 General Light Industrial 9,300 sf 7.5 i.0 8.5 8.0 1. i 9.1 64.8 APPROVALS SP �f- 52 - ®V CHECKDAM ® CD RESPONSIBLE LAND DISTURBER� DIVERSION DIKE ® e DD Date DATA TAKEN FROM THE L T. E. MANUAL 7th EDITION Frederick County Zoning Administr to R SILT FENCE W/ WIRE SUPPORT X X SF NAME: lb l Final Site Plan Approved by Frederick County Planning Department Reviewer Date LANDSCAPING NOTES RIP RAP RR CERTIFICATION #: 0 0 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. SEDIMENT TRAP v ST EXP ®ATE Landscaper must stake and guy aI! trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval• 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end DATE: J U LY 15, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year. of this period, Authority approval shall be void SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing any 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0175 site work. 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 5 Survey Notes; 1. Boundary Survey ,data shown per unrecorded survey plat by Greenway Engineering titled "Final Subdivision Plat of a Portion of the land of Lenoir City Company of Virginia - Lot 24 - Stonewall Industrial Park': 2. Topographic and As -Built Information provided by Triad Engineering. This information is current as of March 24, 2005 NUMBER DELTA RADIUS LENGTH TANGENT CHORD CHORD DIRECTION C1 5604749" 75.00' 74,35' 40.55' 71.34' N04W55'E 02 5305555" 50.OY 47.07' 25.44' 45.35' S 0600152" W 0 29015'01' 770.00' 393.09' 200.93' 3M.84' S35WV60E 4" OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION 2 " OF SM-2A A 6" OF 21-6 COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957o DENSITY TYPICAL LIGHT PAVEMENT SECTION IN THE PARKING AREA — 2" OF SM-2A 4 " OF BM-2 4 a 8" OF 21-8 COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL HEAVY PAVEMENT SECTION IN THE ENTRANCE & DRIVE AISLES • ..., • :, �:° c .:` 8" OF 3000 PSI CONCRETE W/ WOVEN ' WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER SECTION p 8" OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL GRAVEL SECTION 750 745 _°� FH SSMH WV TOP= 7 67.36' " 6NV OUT= 760.85 ' �,�•'`WV � ems., CIO v. N/F OTHER LAND OF LENOIR CITY COUNTY OF VIRGINIA NJV- .`\ ` ,` ti TAX MAP 43-19-2 WATER DB. 344 PG. 255 ZONE: M 1 USE: VACANT i - � � w STUB OUT / / / '' �' � � " 10 ORAINA6E & ._. UTILIT,tASEMENT N/F ' RESERVATION OTHER LAND OF LENOIR CITY �' ` COUNTY OF VIRGINIA 11` �e . _. F .. t v� Ifi �4s' ���2 ��'' - - L _ U, �� j I i 6 Berm Along fence for Screening TAX MAP 43-19-2 s ---.. PE7 4921 ' JJ '' }• (^, f'� -. - L• _ IR � 't � / I j N` 6612'tI3 E j 504.3$' DB. 344 PG. 235 T -__ _ i - j 6 - 6' CHAINUNK SECURITY FENCE t ZONE. M1 USE: VACANT _ - I ; x—x—x—x—x--.x—�—x—--x—x—x—r.r— r—r—rr—x—>i IRF jr� r i •69.-" Q �63Q+ # I r l— k �wssr` \\ y��\�r� pppt ,� \ �I ( � . • � ' bl 1'-Z_ � j i ' t� r i � � „_ __...___ _--- _-._ __ .-- - w _ - _ - ..- .. I � '��� � , 1 1`��DRAINAGE & 76 4 1 / r''y/ r•� J i l ! — UT/� ITY EASEMENT " IRF / 4/ f i / IRESERVATION GRAVEL� `*,, 1 / j E �I N/F JAMES T WIL SON TAX MAP 43-19--44 INSTR. J0500012J I ZONE: MI USE: COMMERCIAL 00 I i I i 8 SDR 21 WATERLINE i 740 -__ 735 53 I o'C.) C W 730 W i `n L Q Zt Q I i3 i I J I OjCn O N N N 0-J-00 0+50 1 +00 1 +50 2+00 2+50 WATERLINE PROFILE 1 =50 Horizontal, 1 =5 Vertical l PILE: TBR 20 ! j • I l �+ �� I i / , ;' ' to� o `.� 1r .; �r N/r ; fTAR do CHIP % t l '. t it 4, t. i t i '% / • , . OUTDOOR / �\ 1 I �, \ BETTY G. McKOWN \ TAX MAP 43-A-15 DISPLA 1' AREA �60 r o L ZONE.- M 1 0 SE: t ACAN'T 03. 80 PG. 700 SEWL • FOR H VY � / t � � � � c LATERAL: ' '� / m ` �; , a IRF' EQUIPMENT✓ \ Gravel Area for f ravel Area for ; i f , 1leavy Equipment' Heavy Equipment f VARIABLE WIDTH �, ;' ti , ��0 Mobilization r j Outdoor Storage ! + 11+ SANITARY SEWER'' EASEMENT 1 20' DRAINAGE -T t I �� ; . ' . , . ii If & UTILITY 1' Ct�i`,,,; i 1~ LJ. tiZQ+, EASEMENT I� , . ,'." r,�`r 12X4 F 1! ! \ �` 491 ' 49Q LOADING co i I f 1, t 4 l- ' WATER�, �, i "° i r I\ STUB. OUT Mai hteWonceShed 1,500 sf ¢500' 46-0 ` + 5► I 43Q+ I / i BAY 3 ,.. 30.00' f W EX 8� W/L LATb f _ + +492 w — w w o areffouse-Shoo r5,850 1481 \,►• �' FF=746.50, 1 84Y 2 I GRAVEL t DRIVEWAY VP PEI 4920 ANCHOR POLE _ , _--. ... 760w c� T`--- cts \ 0 t t Transformer r BAY 1 +47Q I' 45b"Pad (3'x3 ) tu 43.9 -!_� -' .i _ _, j `� s ` s 00 f000 anon Ci x „ _ pumptankOff%Ce i'6� BQ4RD Ox~ x 24 Top=746.2' 1,95d sf g N ARD OPAQU fENCE��-x a, x. tr : _ 6.50 t 15P i` { 12, +465 wv i W l j t u� d dS lI l R �, 4 j � + SS TOP= 750.42 . `' `... �`\ �'• �, R 44+T ' ¢ I z• INV IN= 743. 65 520/: of ! _ ? IRF y s 1NV OUT=741.ti5' \x ` ,', \ e " 750 BUSINESS \ �¢1 jF � +%° ! '~ 1 UP \ SIGNd5 B of .5/ t - { �, �� 315' S N / / ! ; of 15' ADS 4 " 5DR-21 SAN. SEWER r '", � � oo � � ; P�74 E19� r28' {r \ LATERAL - E `� c/a �. `�cr Q,,s/. +42� 01-1 (4' di CSA •���{ � F 750 / x i��6 0' `' �, ',.� 1 s \ SE eo, 748 Si !' E Fig "' E jU/ 47Q i s 30' STOP N of �,5• 1�`' 325 r WPR 144 SIGN �. �c 20' 2• r' I I % .t � \ ; 10' DRAINAGE & x 469 UTILITY EASEMENT t} 746 i a 1N 1 RESERVA T ON 745 414 I Z \ } j;,i % ' _ / S 48 _ = ' x �RAvEL PAR { C1 CP -V44 1740 WV-_ Or 25 STONEWALLINDUSTRIAL PARK 422 HENRY C BUETTNER JR i (;HIP TAX MAP 43-19-45 _ x ;\� f E��E BAR 735 & ZONE: M y T RUSE: D� 0009124 1NDUSTRIAL m \� -WATER WV 430UP STUB OUT I �� W 3 i 730 �. 0` PE74764 Co 12 x 15 " CMP INV. - 740.30 i �\�\'\. ` VDOT Entrance Notes: 12 "x 15 " CMP —_ 30 of 30 1. The VDOT held inspector shall approve all forms prior to pouring curb and gutter at entrance. GRAPHIC SCALE 3+DO , \ \ -t k`i \ ' '�� =M" `: 2. The VOOT field inspector shall make the final decision on placement CG-12 ramps if he deems them necessary. 4. � N. 3. The stop bar shall be thermoplastic. 4. The entrance shall be built to VOOT standard CG-I1 specifications. ■ ! V ue C o 0 N ® :3 ■� i O o 0 CD U "C � M � � •� N � U O N 5 I, rrO^ i� Coy gJ ��C7 z w z w Z O g 0 cn Ou wLU z LU W z � a a a- W � � 00 CD o rn o DATE: JULY 15, 2006 SCALE: 1" = 30' FILE NO. 0175 SHEET 2 OF 5 6' dia. schedule 40 steel pipe filled with 3' concrete and painted ellow finished T grade 2' 01 18' dia V-6° concret. e If encasement �� 3 BOLLARD DETAIL as required concrete pad V-6' dia. x 6" deep nished grade �2"min.-e'max. �r 4" stone stone to be screw minimum of 6' hype afwve top of base adjustable locator marker stone valve box / stone-, ' joint restr nts `J �.ee+..�w.Fm mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 SDR 35 SDR 35 spigot It spigot by ���"""by SDR 21 gasketed bell / gasketed bell 45° bend / adapter 2' • 3'minimum- SDR 21 SDR 35 8' x 4' gasketed pipe SCH 40 gasketed bell and fittings Wye solvent weld cap property line finished grade 5'- location mark 36° min. \ co�er stop 45- treated 2'x 4' wi top 6' painted 4' pipe at green 2.00% minimum grade Ile s f C o 0 rr l '" 10. j - ._ r 1 6' Berm Along Fence for Screening I ! } �£ ce 1 N u1 I t L 1�\ r44NCO�7 � Ln 1 i i s __ •� J t'z` �4 ��zv,wo °l y+ 5 s o'oJ `i 6 Boar oriBoar F x"' ,t i O 4� C Z r+ ence m a i j rtj ' M. 1 \'`'1. 1 c,"� ' I� W.d � LU o 0 UJ � j gICWa���aZ� l 1 1 �y a z�L�WQ iz- cp o N' ` � `` IP Als / i H s \ s`" s '� � /�� 1� OP ST i � z LU / x - z o O Ln U a CE INS I -746 rn w z OP - Y uJ LLj z .� DD x a Q� `\ C-) 3 - ,x Seeding Schedule (per section 3.32 of VESH) LU 1.) Topsoil will be spread at a minimum depth of 4 . \ LU o 2.) Pulverized agricultural limestone will be incorporated into the soil at a a' o rate of 92 /bs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet F (1000 /bs per acre), 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual SEWER LATERAL �. �, �� x V. Rye, 10% Foxtail Millet, and 5% Red Clover at 200 /bs per acre, FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT �� - . 12"v15 CMP �, 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 \ Ibs per acre and anchored with cutback, or emulsified asphalt applied at -17- SEP 05 -19- SEP 05 INV = 740.30 12 'k 15 " CUP a rate of 200 gallons per acre, - - PLANT(7r STANDARD �I 24• select backfill 6' All backfill to be compacted to 95% of ASTM D698 maximum density. 6' CONCRETE ARCH I 24' select backfill 3. i CONCRETE ENCASEMENT TRENCH & BEDDING -1- LA NDSCA PING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 12110 = 1 Per Impervious Area 1 per 2, 000 sf 101, 59612, 000 = 51 Perimeter 165-27-8-11,a 52 Trees Green Area in Lot 5% of 5,310 = 414/5,310 = 265 sf 89yo provided Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height ° RB Redbud Cercis Canadensis 2" Caliper 20'-30' Yellow 6 F t, DW Kousa Dogwood Corpus Kousa 2" Caliper 25' + Purple 8 RO Red Oak Quercus Rubra 2" Caliper 50'-75' Brown 2 LC Little Leaf Linden Tll/a Cordata 2" Caliper 35'+ Brown 36 52 OUTLET PROTECTION CULVERT SIZE Q r✓ 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 15" 6.6 cfs 3.75' 12' 11.25' 6" 10.0 2 15" 3.1 cfs 3.75' 12' 11.25' 6" 10.0 3 15 11.9 cfs 3.75' 12' 11.25' 6" 10.0 - finished grade o©o Valvco, Inc. �MMIEQ Fig. No. ado 71BOB with lid marked 'SEWER' bottom section of box sanitary SDR 21 w sewer main 45° SDR 21 zo concrete skid pad i 18' dia. x 6" deep 4' stone Fi.. Panella Model PA4SV-CSK (41 cast Iron cleanout cap with brass plug having a countersunk square head SDR 21 - deanout pipe brick base SDR 21 45° bend 6' stone bedding I L~� Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be irestrained. RESTRAINED LENGTH OF PiPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8' fo" 12" 6" 8' lo' 12' 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 REDUCER 4'selecl 0 ackfill �-- L -i z O.D. I- InL - - -r L - 1 addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8` 10' 12' 6" 8" 10- 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 SEP 05 -2- SEP 05 Prune codominant leaders•+ 00 NOT'prune terminal leader or branch tips Prune rubbing or cross branches �-At Prune narrow crotch angles & water spouts -Prune broken branches Remove tags and lobe/s_ Cut balling Prune suckers away oil ropes Remove top of wire basket 2'-3" mulch kept lowal, from trunk Soil well to -contain water •; j Bockrll soil Partialty backfill, Widen and score -�� water to settle soil, finish holes /n wo%! backfilling Renv a contoiner and cut Area for water drainage (Pipe circling roots if or We could container -grown, a as be installed) much budop as possible if Leave solid soil pedestal - do held -grown not dig deeper than ball depth iDig hole 2-3 times root boll width 1 TREE PLANTING DETAIL (NOT TO SCALE) (-t- Lr Lr -+-1 fIn addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (I shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 x 10 20 20 20t0 X 8 20 20 �S20[ 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb <r Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 x 10 20 20 20 20 12 X 8 20 20 20 20 12 X 5 20 20 20 20 TEE CROSS WYE r+ L In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PiPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10' 12" 6' 8" to' 12" 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH UP BEND DEPTH Lu -� Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the / other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT. 4 FT ON, 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZEII)PE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 At 11.25 20 20 10' PVC 22.5 Q 11.25 20 20 8' PVC 45 40 20 10" DIP 45, 22.5 k 11.25 20 20 8" WC 22.5 & 11.25 20 20 12' PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 h 11.25 20 20 10' PVC 45 40 20 12" DIP 22.5 11.25 20 20 VERTICAL OFFSET 2 OF 3 RESTRAINED JOINTS SEP D5 -4- 30F3 SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 50 x 3/4' or 3/4' 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2'x 4' with meter box top 6" painted blue and cover finished grade _ 24' 1. f --sidewalk- 5 ft -- j meter by 18'-21• f finished 3' stone F. .S.A. g grade surroundin38, x box 44 \� 1' CTS �j tubing (PET) 200 j5o 12' psi with SS inserts at all connection \ saddle 91 min \ 8 min. U with Corp ` sNn Opposite Side 6' 12 gauge A /A A /A / insulated copper Same Side 1' coupling wire for line (PJ X FIP) C14-44 tracing, taped at with SS insert and 10 foot Intervals MIP plastic plug COPPERS I size Opposite Side Same Side 5/8'x3/4' VBHC72-18WD-44- 4-B4 VBHC82-10WD-4444-B4 3/4' VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 1' VBHC74-15WD-44-44-B4 - N A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from Corp. stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4' AND 1" METER INSTALLATION -7- SEP 05 concrete pad 1'4' dia. x 6" deep 4"It screw type - adjustable valve box -location marker finished grade 48' min. valve restrained to main Lone _ 18'to24 81x 89t 16' solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- DATE: JULY 15, 2006 SCALE: 1" = 40' FILE NO. 0175 SEP 05 SHEET 3 OF 5 EXISTING DRAINAGE PA TTERNS 50' 0' 50' GRAPHIC SCALE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. , � A I/ I FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 1.11 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE 3.05-1 CURB CUT DETAIL PLAN VIEW Q = 1.3 CFS (10 yr) Slope = 0.5% 10-yr - Depth=0.3' 3:1 36" GRASS SCALE CURB CUT CHANNEL DETAIL PLAN VIEW EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soli intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, .sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare, earth condition or those conditions expected to exist while the sediment basin is utilized. 7,Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or All slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be Installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed In this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from, development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: 750..__..__..._...-- I � 15, 745 I 100 yr - 742.3I"_ __._.. - - - -- 10 yr - 741.9,4 2 yr - 741.51___ 740 i l E ,m I W 0 0+00 0+50 POND CROSS SECTION 1 "=50' Horizontal, 1 '=5' Vertical EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located in the Stonewall Industrial Park on the east side of Kentmere Court. The purpose of this development is to place 9,300 sf of buildings onto the lot to be used for heavy equipment sales and service. Existing Site Conditions This area is a vacant lot covered by grass. Drainage flows from the north to the south. All development will send drainage south through existing drainage easements. Adjacent Parcels The surrounding areas are industrial zoned lots and state roads. The grading plan for this project proposes all developed runoff to flow to the southeast through a pond and into the existing drainage easements Off -Site Areas Ail work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Swimley (#39B) and Oaklet Silt Loams (#328) with rock outcroppings indicating Fredick Poplimento's. These soils have medium erodibility and runoff Critical Erosion Areas This area Is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and silt traps. Special attention should be paid for evidence of any sinkholes on this site during the construction process. Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. Structural Practices Install construction entrance (with wash rack if required by inspector) Install culverts with inlet & outlet protection Install sediment trap Install diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-I) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. 750 750 ._._.._. ___... _ _ ...__ i 745 � I _..._�. _ - _...__ _ I _ �-..._ I ( .. _ - �_ .._...�. ( 745 1 I i i I 10 yr - 741.9' 2 yr { C I 740 s 740 I I $ 15" ADS {® 0.5q ail. i j._ q)! I'll � f ^ f I N1 I S o 0 v Paz I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 POND PROFILE 1 "=50' Horizontal, 1 '=5' Vertical L2kLC Cn o 00 O � C ko Ln o 0 U O M rn ko •� ro 'y o N �1a@o () t Q O o c q) NA Q, m \J �y . O �� _ Ln D 0 cl� �!2 OO�OJ Q O g (.j cl� Z V W W Q Z CC, i�pQ`�v J�o �`�=z z w z "o 0 cn U (n w > LU w S�as arf CY-1 w w a a wW =1 Q� Lu e 0 DATE: JULY 15, 2006 SCALE: 1" = 50' FILE NO. 0175 1 SHEET 4 OF 5 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC ComnAnt.Arl Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS l 3do (MIN.) 1IPE OUTLET TO WELL )EFINED CHANNEL u io ---► d SECTION A -A 1 FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FiLL TOP OF FILL TOP OF FILL GROUND LINER - GROUND LINE H GROUND LINE H rrrrri rrrr -' I rrrr rrr I I �' '� /rrrr rrrr /rr/rr �,,. D•12^ �I rj r EARTH 0*12" =I1 rr rr UNYIELDING D,12" rr EARTH D/2 gg� d 4. D/2 J I SOIL 0/2 d 1i BEDDING J MATERIAL MIN.1/10 D MIN. 1/1D Di I I - X I•a-D-�►i X MATERIAL MIN 1110 D I I " PER X �D->�f X MADTERIAL M24" �T H +.-D -m X MAX,Ax, FOUNDATION SOFT, YIELDING, DR NORMAL EARTH FOUNDATION RACK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D 1 MIN. 1.5 x D �I MIN. 1.5 x D I MIN. 1.5 x D M MIN. 1.5 x 0 MIN. 1.5 x 0 I l TOP OF FILL .a a. ~� TOP OF FILL TOP OF FILL rrrrrrF rirrrr/ rr rr - rrrr rr rrrrr rrr rr rrrrr ,� rir = r/rrrr rrirrr rrrrr rrrr rrrfrr �-- � rrrrrrrrrr/rr/ r/rrrrrrrrrrrr - /rrrrrrrrirrr rrrrrirrrrrir �'"�f' err �� r = frr��� rrrr rr rrrrr - '- r/rrrrrrrrr rrrrrrrrrr . D•Ir' GROUND - ' d LINE D,t2"_rrfrr r/ rr r/rirr GROUND - rrr r /rr/r/ D-12" rrrrirrrrr rrlrrrrrrr- /rr/rrrrr rrrrrrrrrr _ GROUNO LINE i d rrrrr d - LINE = r D/2r = = 0/2 0/2= jIEARTH C-4 -�I IIROCK OR /h� r MIN. 1110 D BEDDING X D X MATERIAL UNYIELDING MIN, 1110 D I SOIL - - - -III-I1 1. --i, r-'- MIN. 1 10 D gED -21 J rI'-`- X D X BEDDING Vie" PER MATERIAL EARTH NORMAL EARTH FOUNDATION MATERIAL 1" . H MIN, 811, ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 3D2 OF THE ROM AND BRIDGE SPECIFICATIONS. r REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CLASS I BACKFILL MATERIAL IN ACCORDANCE SPECIFICATIONS. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT PIPE.2THE LIMITSCLASS 113ACKFILL MATERIAL SHALL BE NOTE: FOR PLANTNDED DOPTHE 0 THE EXTE. SHEET 1OF4 sRITSDICE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS RPFERIXCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 REV.1104 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 10701 (7NERAL NOTE:=,: 1-r JE-E7TA3LE WARNING '-,FAIL =E'ROWDED EY TR-MCATFD COMES. 2. D='EvTAB-E WARNING -0 GE CLASS A-3 CCf4C3E-E ICLASS /1.-4 IF PRECAST) WIIF S-IP RESIST dN- NTEORW. SURFACE COVERIN> THE FULL WIDTH OF THE 1 I!Ai.1P -LOUR (GUI `_ \��Y--•'_,.-._•--v B"1 IN CLNC'N IN [HE UIHLCf.UDJ JI• PcUESIRIPN I;AVE1_, OTHER TYPES OF MATERIAL WITH THE P,;NCATED CCf•/ES DETEC14BL_ WAZKIN.'. )JAI' =.F .IFFr) WITH TW AP=R0VX OF THE FKGI\FFQ TYF= A. 3. S_OP'NC SIDES OF CURB RAMP MAY BE POURED MONOLTH'CALLY WITI- P.AMP 1=_K1-EidUl"'JLp,R FIOOR fR Fly I.SIKC P•RArSIRIF COALiTRU.^.TION J11NA'- '-H RF00RFC PARS. A. IF QAIAP FLOOR IS PP.ECAST, HOLES IIA_ST BE PROVOED FO? D(OWEL BARS SO T -A- .ADdr,INING, FI ARFD '';I--FS CAN FF ^A�7 P1 Pt Ar.F A.FT-R 'I Af:-VFNT OF -_ P:EC/IZT PNiP FLOvQ, PRECAST CONCRETE SWLL rE CLASS A -a, - F/ty 5. P.-OUIfSFD F.A?S ARF Tit Rr I.O. S X 8' PI ACED 1' C-N-'R TO f,rNTFR N OYG THE 7LOD:. �---- <� _ ' ---" � 12 •X' �\•,_ �.-� �J^T °'\'� -"`� 83TH SIDES OF RAkP FLOOR, P.ID-DEPTH CF RAMP KPONIJM C3 CRETE COAP I'rp" �^ r----•-- \ \ 9a v14X� -'.'% �-��� � - 6. CJRB r CUR 8 ANU 'LtT'R S-OPE TR4rJ5trIDVS ACJACENI "0 CLRB RAMPS ARE Wr-LDEC 114 PAYUENT FO? CI)% CUB3 A%U GUTTEP -"- TYPE D 7. CJRB 70UPS APE 6E LOCATED AS SHOWN 31 -H= P_,SNS OR 4S DIRECTED PAR- 4LLEL BY THE ENCIN-ER. TFIF1 ARE TO BE PROIAD D AT tK F•SFCTION_ WHC E I AN A"CESSSB-E ROUTE WITHIN THE kt;' T 0' WAY J= A H1>-t4AY FACILITY CZ'?SSES A CUP.' REGARDLESS OF WHETHER SIDEWALK IS EX S70•G, PROPOSED, OP NOhJ_XhiCVt. 1 t1" MUSK 0: L'-CATED WITIIN PCOLSTta!\ CROSSWALK5 �\ ' n' - oTHE- - c A \' 5 Si_ 'T CNJ F h 5 0- , DIE TED YN_N• R ^N H Y T L L5 C E E D VU_U C I-�'' 4 6� LOCAT=O BEMvU '.rEH1CLE S'OP LIKES, EY,.S-NG _1G-1T POLES, FIRE`-~-l¢ S H Y' � T ac LRAM S CROP tJL'TS.E CE„� c H'' I PR s" - A i6• I L C AC BL_ JJ E� D D_ (.UN (..LINE 7 c FIRM AND SLIP RESISrA\T P4TH CNNECrI�G A-L v\CBS FVCIED,STAB_ t Ij,AX \ \ �----•� \ \ ^\a \ �~~ ACCF551ft,f FIFVFNTS nF A rV'.IITY THAT ^AtJ RF APPR..,ArH°C,F14TFRFj) 2. \ �tMAK - -"" ANU J!LIJ HY PLULSIRIAJ4%, 6 R - T R P ILP> to?� 4F PAC"r OV RAIIA' D TANf FNTIAI SFC .IJ; FROV: F i THAT r D H -LPE "RCSSWn_K tm ----- N \ J ---�^.,r- AT 2" THAN 7-C DIRE E G IS =E CC 1E THN THE ' 0- 73E AND r , ------ F-,•'r ar "e�irntrN- whiF i -.Y' THE SL'J%E 4T i-E CCKH:ECTIOn OF THE CURB OPE1JIh.G IS THE R IZP-NDt(:U 4R T"- TIIF r.(I?F A7 XX ,SAME AS 7C•P OF CURB 9. 1H1YPICAL CCNCQETE SIDEWALK I= 4" TK. WHE\ -HE EVTRAKCE RADICANKOT Tv IL Acr.01h610DATF Dir TLl?hNVI; RFO6wi rvT S 0- /\T61PATFD IIFAV-f TRb.ICK i:,1F'IC, REFER TO STANDA?D C"-13. CCMMEPCIAL :N-R!JJCE CHF.II'/Y PAt.ALLLL & NLHPLNUICJLAAR TUCK TRA=FIC:FOR CNCRcTE CE'TH. 0. WHEN CURB ?AMPS ARE USED IN C0NJ'JNC"ICN WI(H A SHAFYt) USE PATH, T-E 04MUA WIDTH ALL 3E T: E WIC-H CF THE SHARED USE PATH 1 5" 2 A' TRUNCA7?D DOVE m- 0 o C O O O 0 7 0 0 0 0 0 0 0 C C 4 0 O 0 \ 10 1'? 0 0 0 0 0 0 0 C C 0 0 0 '0 O 0 0 0 0 0 0 0 C C O 0 0 0 D y� m �� r IO U 'D O O O G O O C U O O D U 0.2 50 65/, OF BA.;E DIAMFTra !0 'ID O O O O O 0 0 C C 0 O O C, _I z fU' UAMLTLR O 0 0 0 0 O 0 C C 0 O 0 O D T� �•-li "--' A' --------••�•� BASE D METER P 4'? Lt/17/IT; LI TRl!Ni ;\-FfI f)Ot1F DET=CTABLE tVAKNING DET.4lL CETAL SHLEI OF 1 "G-12 SET`[-7CTAB`E sacFlr..To-�x1 JURFACE hErL�n�. 1). CFt-NERAL �,JOTE S 1J5 FIE //05 502 �[O3.""�-, ('IKCN14 Ut.N,\�.IMf.`II U} iH/,N;:P;7�IAttUtJ STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING ` PAVEMENT Al 3, 5:1 FILTER CLOTH 6" MIN. A MOUNTABLE BERM m7 (OPTIONAL) SIDE ELEVATION GROUND 70' MIN, B WASHRACK (OPTIONAL) �IIIIIIIIII? L VDDT Rt I I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE 1 • MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION on SECTION A -A lTtN. EXISTING PAVEMENT -F 10' MIN. SECTIONB-B LRH1R Jr HIC CG-6 N07ES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI E PRECAST. 3, COMBINATION CURB tV GUTTER HAVING A RADIIJS OF 3DO FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPEOF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEidENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR I„ 411 -_I 2' R LESS IN DEVELOPED URBAN &SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG 7 IS REQUIRED. P O P P P Q Q Q Q Q 7" • P P P P O O P P P O P C 0 D p 0 • P - D--------------_- 6„ 2,-0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 'EGFICATION TFERENCE COMBINATION 6'' CURB Q( GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1:c-Iz PERMISSIat C A CONSTRUCTION s5 DOWELS, B" LONG JOtrJi o 12" C-C 4� s �i MIN. THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAJNTAMED. 2D1,03 INSERTABLE SHEET A59' S t0 1 K):1 (3 i MAX MAX 1 TRUNCATED DOMES SEE SH€ET i OF 4 FOR DETAILS A TYPICAL DESIGN BACK OF CURB 92�t MAX.,, 48:1 MAX. 20+ t SECTION A -A 4 z' MIN *-I ��r1 M7✓y4N; PERM CONSiRUC 0ISSIBLE Tt N N yf'� JOINT- - .. •SECTION 8-B _ 4' c• I 10:1 M0) 10;t M AX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4, A 4'5OUARE LANDING AREA OUTSIDE OF TRAVEL WAY SHALL Y Y BE PROVIDED WITHIN rHE MARKED �a Al Al CROSSWALK AREA. o- ]G ttn o O =, CR OSSW f�K n C ROSWIK TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL vARiATfON AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THS DESIGN 70 BE USED FOR CONSTRUCTION THAT INCORPORAtES WIDER SIDEWALK. LANDWO (48" WIDE)REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONS7RUCTION.6 FEET FOR ALTERATIONS. :RECITICt"�' fIt(ERFNCF, CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VAGINIA OF.PARTMENT OF TRANSPORTATION 2 OF 4 W 7/05 203.05A SOURCE: VA. DSWC Lo .� �:•�Ig CLASS I RIPRAP PLATE. 3.20-1 R7-8 HANDICAP PARKING Sl) (12" X 18 RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED \ TO ACCOMMODATE \\ THE ADDITIONAL LINES J VAN ACCESSIBLE REQUIRED EFFECTIVE t\ PENALTY f 100-500 DULY 1, 1998 TOW -AWAY ZONE V• PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT To SCALE) ENTRANCE PROFILE R Z c� W I �v zo W� W Q)j kQ 96" r� 108" -I 24" 24 H2O LOAD RATING TOP 4 " INLET BALL VALVE WATER TIGHT SEALS REQUIRED. USE CONSEAL C102 BUTYL RUBBER GASKETS 'ALARM" SWITCH - 28 "-� CHECK VALVE "ON" SWITCH - 22 "--C "OFF" SWITCH - 10" "s = PRECAST 1000 GALLON TANK �-� 96" TANK DESIGN PROVIDED BY: WINCHESTER BUILDING SUPPLY CO., INC. (540) 667-2301 FAX (540) 667-3430 26.0' @ 27. 30, 0' @ 29 CONTROL PANEL MOUNTED INSIDE 1 " OUTLET 2HP GRINDER PUMP ZOELLER MODEL 820 OR EQUIVALENT G ENGDJEERED ZOELLfi� PRODUCTS L LOUISVILLE, KY. OUISVILLE, KY. PUMP INFORMATION PROVIDED BY: JNO. S. SOLENBERGER & CO., INC. (540) 662-3457 832 BERRYVILLE AVENUE WINCHESTER, VA 22601 Y I xx STREET APPROACH SAME A ••-1 SURFACING AS MAINLINE (RADIUS TO BE AS SHOWN ON PLANS) 44 C ROADWAY C (RADIUS TO BE AS RADIAL OMBINA71ON SHOWN ON PLANS) 4 B / CURB AN b GUTTER (ST'D. w CG•6) CLASS 0.S li e. • �. • . • e. SIDEWALK I ( Ix (H,E.S.) . . p, a.��' - 6 tx v'I N6 �iOw CONCRETE e: . A.' • e. • -- -- _ I LINE EXPANSION JOINT i \, EXPANSION JOINT SECTION C-C _ __ _ NOTE WIDTH "B" T-0" OR ADWAY SHOWN ON TYPICAL SECTION. A,4,J PLAN VIEW M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RADN CANNOT ACCOMMODATE THE TURNING REQUIREdENnS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RA011 SHOULD BE EDGE QF SHOlDER ax MAX DR INCREASED TO 7". 0PTI NA FLOW LI LOPE CHANGE �----"�''- , - _ ` WHEN ST`0. CC 111S USED FOR ENTRANCES BUILT MAINLINE ROADWAY - - - --- - -- - - -- - IN CONJUNCTtCN WITH VDOT PROJECTS, PLEASE -._._ D NOTE THE FOLLOWING: 5'MIN' SLOPE CHANGE 40'MiKFOR STREET D )KX MAINLINE PAVEMENT SHALL, BE CONSTRUCTED ON TIN TO THE R/W LINE [EXCEPT ANY SUBGRADE 0' DESRABLE FOR COMMERCIA STABILIZATION REOURED FOR MANLIKE PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINE ES FOR GRADE CHANGED AND C BEYONDiiER HE R'%WLLItVETEBCEPQNFORUC7ED REPLACEMENT PURPOSES. WHEN USED !N CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM _ CC 3 OR CO 7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 t 3 % SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM t5D0-,500 VPD) 53 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) _< 6 R B X PLANS ARE TO INDICATE WOEN CONSTRUCTION OF A FLOW LINE iS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A POR110N OF GUTTER 10 PRECLUDE PONCING OF WATER. $PECIFiCATION METHOD OF TREATMENT- R cFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 7/01 203.04 3' MIN. 12: 1 12:1 3' MIN. ni CG-6 CG-6 FBI 0 ZrIZA'A v" NOTES: " 1. H/C SPACES MAY NOT EXCEED A 2Z SLOPE, 2, RAMP BUILT TO V/DOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. TREAT WOODEN PANELS WITH WATER SFJ4LANT, TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N. T S. I � • I � 12" Y s" . t - , A'' 2B 4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required. a larger size is recommended. On low - volume local streets and secondary roads with low approach speeds, a 24 X 24 inch size mat• be used. At a multiwac stop intersectior Ise:: -B-^ . ;unolementary plate (RI-3) should be mounted iust below each STOP sign. If the number of approach legs to the intersection is three jr more, the numeral ott the upplernentwy plate shall =respond to the actual number of legs, or the legend A L -VAY (RI-4)may be used T'ne supplementaryr vP late shall have white letters on and backgroun- and shall have a standard size of 12 1 , r, 6 inches R1 - 8 x61chs R.-- 3 or 1 inches , A STOP sigr, bacon or beacons may be , _s__ ...^ :onjuncnon with a STOP sier. a� described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT r T' Iyr J Z ---1i - - z M!NOP ^ROSSR�'.� � � Q C p O V n� fu N U - :5V Q re rr�� I C Q)70 ct� V1 O � O � 1 J - ,� 1A 0C� \7 7 A p Z oQ o V C C Z 9) av I zsn W z m = z ;rz W ti Z Z O (n LU (Y LU Q 0 DATE: JULY 15, 2006 SCALE: N/A FILE NO. 0175 SHEET 5 OF 5