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Home My WebLink About18-07 Children's Services Office - Shawnee - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP ■ I o Rev, Mar 2006 EXISTING 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 (VDOT) APPLE C o 0 c v 2, The water and senile sewer onion of these laps are valid for two ears from date of FCSA approval sanitary P P Y PP Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control Regulations and any other applicable state, ' ' BLOSSOM ® � n � EXISTING EDGE OF PAVEMENT _. --__ _____ -_' 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 PP P Y P g 9 MALL EXISTING EDGE OF GRAVEL EX 4• The contractor shall coordinate with, and arrange for inspection b , the Authority. g p y ty, most stringent sh govern, 0 0 0 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 (OSHA), and Virginia V �. ___._ ..___..._ ______-...___..._..- _...___ ____.__-____..._ ..____... EXISTING CURB AND GUTTER -" E;Y CG - & 6, When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations, 0 ---- - a The Authorityshall furnish all labor and material. b) The contractor must: V3. When working on VDOT right-of-way, a// traffic control, whether permanent or temporary, shallbe in accordance with the current edition of VDOTs Work Area Protection Manual, Furthermore, all traffic fiaggers be in Section 104, 04(c) �'y ,gym ° o llj. �,po � EX, INTERMEDIATE CONTOUR ? control must certified accordance with of C3� cry EXISTING INDEX CONTOUR > - 1, make application and pay deposit, 2, mark the tap location. the VDOTRoad & Bridge Specifications. � >. ro N F3 EXISTING SPOT ELEVATION ;,:,: 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, ` j N ° to ;..,. ,.f 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, controllers, etc,, owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify 5 EXISTING TELEPHONE LINE - - - - -- - - -- - -- - - - --.--- - 8. The Authontys maintenance department shall furnish and install al/ water meter through Z in size. the developer from this responsibility; PN AIRPORT It is the developer's/contractor's responsibility to have the meter box assembly installed correctly, w ^ t w.w -._.- -•.•. EXISTING SANITARY SEWER -••-•�•- - � � .-.� � - .� �•��-�•- Before a permanent meter is installed: a) The meter box with its frame and cover, must properly aligned with the coppersetter, V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemedJ necessary b VDOT, An additional ex ense incurred field be the tY the developer, rl' I 0 SITE ��- � 0) .� "' EXISTING ELECTRIC SERVICE ___.._ F W__.._.__-.... r __._____ - _..__ ` - as a result of an revision shall responsibility of Y Y P Y P P SCALE 1 - 2000 \ ;t b) The frame and cover shall be set to final grade. _........ ....._ _...- ; __.______..._. , ;;; ; __-...______..____ . EXISTING GAS LINE r' " 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 ro er working order. ) p y proper g V6. Prior to Initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use permits for an work on VDOT � P 9 9 rY P Y fight -of -way. i PROJECT INFORMA TION EX. i 5 RCP EXISTING STORM SEWER _ -.:.-_ ;{;. ,� - __:_:___ =.,........ ;t a, 9. 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 -construction conference shall be arranged and held by the engineer and/or -• ®� / - r . Owner;_-:M_.___ eassam Sabbagh EXISTING FENCE LINE - --- _... __ _-__.._.. 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. 103 Shannon Court EXISTING DITCH LINE ------------------- ---.----- c) The Authority shall furnish and install 5/8 ", 3/Q ", and I" water services, Winchester, VA 22602 1 ` 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 - (540) 667-0259 EXISTING WATERLINE W/ TEE - „ pp a - x W{ - M properly 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. �r install the meter. EXISTING FIRE HYDRANT EX F/-( 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 >> 10, An water service line must have a backfiow prevention assembly double check valve or RPZ as required). The assembly must meet Y P Y(Y Furthermore access to other properties affected b this project shall be maintained through construction. The Developer shall have within , P P Y P I 9 P Tax Map Number 64-(A)-45G Front: 50' 71. 4' V) ASSE Standard No. 1015 or 1013, the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address 311 Airport Road Left Side: 0' 101.7' Jti� O m 7y EXISTING REDUCER ' - -�'� - Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation, Area 1, 500 acres Right Side: 0' 21, 3' ¢ 11, All fire 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 B-2 Rear: 0' 51,1' O 0 T00 -4 EXISTING TREE DRIP LINE ... _.._. , � �;.._,...._...,__:..:..._:...,,._��.._,�..:.�..�--,�._, ASSE Standard No. 1048 or 1047, Any exterior, privately owned fire line shall also have a fire service meter, This assembly shall be installed immediately before the backfiow prevention unit, Radio read remotes are required, Legal References DB 829, PG 402 g Existing Use Vacant Parking Setbacks Per Code Proposed = d 1- cn J o PROPOSED FEATURES 12. FCSA to review the mechanical plan(s) for design and material approval of, I) the domestic water meter and its backfiow prevention V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Social Services (SIC 8322) Front: 5' 13.3' Left Side: 5' 31. 0' ¢ z �4 �i< �P device, and/or 2) the fire service line's backflow prevention device. Right Side: 5' 132, 0' 32 O V11. 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' ' O3 PROPOSED EDGE OF PAVEMENT PROP EP I� GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, o Open Space Minimum 25/0 = 54,075 sf PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes voids caves, etc, encountered during the course of Y (g P 9 J 9 Open Space Proposed 17% = 5, 552 sf F,A. R. Maximum 1.0 z Z °j w o Q o Z= I. 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 design can be determined by the engineer and approved by VDOT, Use For Parking Unit Tabulation F.A.R. Proposed 0.04 c� 1 q Z a ,- -, o o1 ,.., n m � z PROP. CURB &GUTTER PROP CG- 6 2, The Manua/ on Uniform Traffic Contra/ Devices (MUTCD) must be adhered to when working in a public right of way, V13. All fi// areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill Office - 8 573 sf 1/250 34 Building Data w w o 0 Q Z v, PROP, REVERSE CURB & GUTTER 3. The contractor will remove all mud and debris from the public right of way that is left b vehicles entering and leaving the site. P g y Y g g Where CBR testing is required a VDOT representative shall be present to insure the sample obtained is representative of the location. Type of Construction Wood Frame u, Q oc ti �' PROP CG-6R When soil samples are submitted to private laboratories for testin the samples shall be clear/ identified and labeled as belonging to a P P g. P Y 9 9 Existing Area 4 530 sf 9 fig. vi z �, W w Q z project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 4,043 sf (n z m Q PROPOSED CONTOUR ,50 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Total Area 8,573 sf Total o o z = o J PROPOSED SPOT ELEVATION +50� responsibility of the developer, A# 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 Height Maximum 35 feet Height Proposed 18 feet Total Parking Spaces Required 34 Z U - 0 o o Sri o ^' 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook Section 3.02, The " g theoretical maximum density as determined by AASHTO T-99 Method A within plus or minus 2 /o of optimum moisture for the full width of � P ° P Proposed Parking Spaces 34 PROPOSED STORM SEWER PROP. 24 "ADS , contractor must maintain this access for the durat/ow 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 accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data # of Handicap Spaces Required 2 PROPOSED SANITARY SEWER S S S 6, The contractor will be responsible for adequate and positive drainage of this site, otherwise. Existing Sign Arc?aa 32 sf Proposed Handicap Spaces 2 PROPOSED TELEPHONE T T T 7, 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, Existing Sign Height 5 feet # of Loading Spaces Required 0 PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Proposed Loading Spaces 0 PROPOSED GAS LINE 9. The contractor will notify engineer of record of any, discrepancies between the approved plans and existing site conditions, V16. 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, UJ Z o c) Contact Numbers / Sheet Index PROPOSED WATER LINE 10. The developer is responsible for the relocation of only 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 VDOT`s discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control `� V' LU LU PROPOSED WATER METER I „WM Devices, w 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction, w Surveying &.Engineering Firm: PROPOSED FIRE HYDRANT p$� PROP. FH A 12. All controlled fill must be compacted to a minimum of 95/o 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 AASHTO-T99, or VTM-1 as applicable. An fill laced under buildings, structures or pavement must be inspected and approved b a PP Y P 9 � � P P PP Y Invoices for materials utilized within an dedicated street right-of-way must be provided to the local VDOT Resides Office prior to Y 9 Y P Residency P GreyWolfe Inc. (540) 667-2001 Cover Sheet &General Notes Sheet 1 � a professional soils engineer. A geotechnica/ report supersedes this note if provided, acceptance of that work, Unit and total prices may be obscured. Zoning Enforcement: Grading, Lanscaping, and Utility Plan Sheet 2 Erosion & Sediment Control 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 Department of Planning (540) 665-5651 Storm Sewer Profiles and Details Sheet 4 13. The contractor is responsible for contacting MISS UTILITY rior to an site work. All utilities shown on this Ian area approximate p g P y p pp �, P g P P the density control slit in accordance with ,Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Site Inspections: Waterline Profiles and Details Sheet 5 w a .� 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 Department of Inspections (540) 665-5650 ¢ N to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Erosion and Sediment Control. o NEIGHBORING PROPERTY LINES 14, The contractor will 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 Public Works (540) 665-5643 Sanitary Sewer and Water: EASEMENT LINE 15. An approved set of site plans must be on -site 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 Fred. Co. Sanitation Authority (540) 869-1061 Telephone: Venzon (301) 954-6282 PROPERTY CORNER FOUND Q 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 certifled compaction technician shall perform these Electric. Alleghany Power (800) 654-3317 PARKING SPACE TOTALS l2 17. The for disturbed that be left for days, tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise, A VDOT representative shall be notified and the opportunity to be during the testing the Gas: Shenandoah Gas Co, (540) 869-1111 contractor will seed and straw, soil stabilization, any areas will more than thirty given present construction and of control strip. MISS UTILITY, 1-800-552-7001 ADA HANDICAP PARKING STALL SIGNS -� V21, In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation, The contractor shall report findings of foundation exploration to W DEPARTMENT OF INSPECTION GENERAL f V O TES the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P8-1, Zoning General Notes V SANITARY MANHOLE IDENTIFIER 0 1. Buildings shall comply with the Virginia Uniform Statewide Building Code amd use group S, storage, and use group B, Business of the International Building Code/2003. Other codes that apply are ICC/ANSI A117,1-03 Accessible and the Usable Buildings & Facilities, 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, a : Maximum 1, Exterior lighting will be by wall -pack lights attached 2. A design licensed of the Commonwealth of Virginia shall seal the structural submitted for building Plans must show all provided STORM DRAIN STRUCTURE IDENTIFIER professional plans permits, ingress/egress locations to the exterior per C480117,1-92 and requirements of Chapter 17 of BOCA, Environmental Existing Disturbance Proposed to the building & lightpo/es. • o e Q meet V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. PP P P () Y PP Features Acrea e Allowed Disturbance 2, All lights will be shielded or directed to prevent glare on 9 P .� LIGHT POLES � 3. Maximum slope across handicap parking stalls shall not exceed 2 /o. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1003.2,13.7IBC, Note fire ratings around this door if this section is utilized. 4, The International Plumbing code requires testing of the sewer pump station to the rim, V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified b VDOT, P P Y __� o o Floodp/ain 0 acres 0 /0 0 /o Lakes & Ponds 0 acres 0% 0% neighboring properties. 3, Outdoor trash receptacles will be in an enclosed six (6) foot fence. . �. Z f1 � �... ti W Z3 cY "+ U) LOCATION OF TEST PITS V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria, Final approval of guardrail layout to be given by VDOT after grading is mostly complete, o o /0 Wetlands > 1AC 0 acres 0 /0 0 4. This project will not disturb any environmental features as Q W ►- I Z Sinkholes 0 acres 0%0 0% Natural S. W. 0 acres 10 /0 0% defined by the Frederick County Zoning Ordinance. 5. The owner will be responsible for obtaining or granting � o � � EROSION &SEDIMENT CONTROL FEATURES CT C /1 ^ L./ /t L RL I %r1 RSI Iri L,L N L T G N® ES TRIP GENE TION DATA55 Retention Areas easements shown on this plan. j C� LIMITS OF CLEARING & GRADING - - - - - - - - - LCG Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% 6, Easements will be recorded and copies sent to the parties Involved. laced QJ W W 11 An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. INLET PROTECTION ®O 2, "No Parking - Fire Lane" signs will be on the site by the Fire Marshall's direction. 7 All utilities that will service this site must be underground, P e W ITE AM PEAK HOUR PM PEAK HOUR CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL ADT Ip placed 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. � '\ OUTLET PROTECTION ®O 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. 710 Genera/ Office Building 8,573 sf 1i, 9 1,6 13.5 2,2 10.8 13.0 95.8 APPROVALS SP �'t 1 O 07 `� o'er Q CHECKDAM ® CD RESPONSIBLE N DISTURBER V DIVERSION DIKE ® DD Frederick County Zoning Administrator Date DATA TAKEN FROM THE LT,E, MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT x x x SF NAME: Final Site Plan Approved by Frederick County Planning Department Reviewer Date c LANDSCAPING NOTES RIP RAP RR CERTIFICATION #e 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 o ST2. EXP.DATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 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: MARCH 6, 2007 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. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/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. 019 S SHEET 1 OF 5 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. LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 39110 = 4 Per Impervious Area 1 per 2, 000 sf 24, 98812, 000 = 13 Perimeter 165-27-B-11,a 17 Green Area in Lot 5% of 13,625 =1 1, 064113, 625 = 681 sf 1 81yo provided Zoning Buffer Evergreen 1 213 x 228%3,33 = 45 Deciduous 1 113 x 22813.33 = 23 Existing Trees (to be saved) Planting Size Mature Quantity Symbol Common Name Botanical Name Height or Caliper Height Fall Color or Credit FP Flowering Pear Pyrus Calleryana 4-5" Caliper 18, Yellow 10 WP White Pine Cupressocyparis Ley/andii 4-5" Caliper 35'-45' Green 30 Proposed Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height CH Chinese Holly flex Cornuta 36" Tall (Screen) 4' Purple 21 FP Flowering Pear Pyrus Calleryana 2" Caliper is, Yellow 30 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' Green 15 23"C-�S��ou cerr Prune out any dead or broken branches, remove o// tags, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root bo/l equal toor 1-2' above grade. g Remove container, use ;':;;'• sharp blade to make ;^ four 114'- 1.cuts the !en th o1 boll and cut o �" X on bottom of ball'; loosen compacted roots. CONTAINER GROWN SHRUB Prune codominont lecderc_ I DO NOT prune terminal , leader or branch tips Prune rubbing or cross bronches` Remove togs and lobe/s— Prune narrow crotch angles tr water spouts -Prune broken branches Prune suckers Prune out any dead Cut away all balling ropes 2'-3" mulch kept r•- .1 nr.,aan branches. Remove top of wire basket \ /away from trunk all togs, labels, wires, etc. from Soil well to a Sol/ water S" mulch Set top of root ball equal to or 1-2' above grade. e rope & burlap oot boll. Dig hole 2-3 times BALL & width boll. BURLAPSHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Survey Note: Boundary Survey data shown per recorded survey plat by Douglas Legge, LS, in Deed Book 829 on pages 404 and 405 at the Frederick County Circuit Court Clerk's Office, 3' MIN. 12:1 12: 1 3' MIN. N CG-6 CG-6 NOTES- 1, 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. R7-8 HANDICAP PARKING S! (12" X 18 F SERVED ARKING INTERNA77ONAL SYMBOL OF ACCESSIBILITY 1F REQUIRED \ VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES 211 REQUIRED — N £FFECTNE JULY 1, 1998 z 7 PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 1 ` Bockfill soil �.•.•: Partially bockfill, water to settle Widen and sr co �— soil, finish holes in wolf 1 bockfilling Area for water Remove container and cut S drainage (Pipe circling roots if or the could container -grown, or as be installed) much budop as passible if Leave solid soil pedestal - do not 6av-grown dig deeper than boll depth 1 Dig hole 2-3 times root boll width TREE PLANTING DETAIL (Nor TO SCALE) 4 " OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-B COMPACTED TO 957a DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 3 " OF SM-2A 6" OF 21--8 COMPACTED TO 957 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING AREA 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. OPAQUE FENCE DETAIL N. T, S. Winchester Regional Airport Notes: 64- A -50 64- A -49 64-(A)-46 () () 64-(A)-48 64-(A)-47 � RONALD M. ROYSTON 1. During the construction phase of the buildings, all ROBERT & JOAN BROWN ROBERT & JOAN BROWN RONALD M, ROYSTON RONALD M. ROYSTON #030000485 cranes will be required to have an aviation obstruction DB 526, PG 574 DB 526, PG 235 1%6000J 170 I f O60003170 flag and/or obstruction light visible during operations ZONED: RA ZONED: RA ZONED: RA ZONED: RA ZONED: RA and must be lowered at night unless lit, Intended USE:VACANT USE: RESIDENTIAL USE:RESIDENTIAL i USE: RESIDENTIAL USE RESIDENTIAL hours and dates of operation should be coordinated f0.5 ACRES +0.5 ACRES 40.5 ACRES +0.66 ACRES with David Foley, Operations Supervisor Winchester �. 0.5 ACRES t p p — — Regional Airport Authority, no less than fo -ei ht 5/8' IRF S 58532 3 ' E 228.16' hours prio r or start 2, Outdoor lighting should be shielded and amber in '�' � .1�� I'� `'�� i^'Y•�r�� -�r.3» - .,. 't a ''.'�� 1 � Q -P \ N_r" _�• �, ssnar+vIr ; �,� a',j �,t- �, L, h _ �, ; ; , x . der to minimize light pollution to pilots TOP=726.14' S '� co or in r-s;..��.,�-,�-.,:>.•,�_,'r�•,,��,,approaching the WinchesterAirport. ,# -T�` ti. I.1: `4 •�` �'•; jl S� t-. r �. ,_ _., ._....__, ---.A M_ roP729 s6 3. Any trees planted as part of the landscaping should _ -- j S be of the type that are slow growing with a maximum INSTALL 6 TALL LEYLAND,CYPRESS IN GAPS BETWEEN EXISTING TREES AT 5 ON CE TER ------ - -- - -_---' ----- mature height not to exceed the elevation of the ..__._.._ ______x _.__.__ __ _ __..__._ ____X___..._______ .X___..�__.X__._.___. X - x._ _ _.-.-._1 building to avoid future airspace obstructions. \ _ INS AL4.6 OPAQUE BOARD ON BOARD FE E �t proposed g p ''�,„• Enclosed , 25' INACTIVE BUFFER :� -- -.-__ _ , f , Dumpster 4, Controlled burning should be prohibited due to the ' Pad ( close proximity to the runway and since the property is within the flight pattern of the Winchester Airport. . __.._ .._ Unsuitable materials should be hauled away from the 26 120' of 12'CUP construction site appropriately. 26 ' 725 242 I . BRL BUFFER `) S 26? 27a+ o 3500 27Q I cz 6 ' 266 27- 50.00' 72 3' Door 27 o r° Pr. Office 20. 00, °j 24.00' 5 3 t'' 4, 043sf 26 6 + 26- 3 00' FF=727, 75' ( � yr• � 5 � � i A — 26_ 6 00' t r I i ; \ 256 27-0 INV , 6 N i Y'4 5 R 724.9 "` 27- t 64-(A)-45L 8 TBR; ''� TB y, 4 f ;� T l y ADAMS FAMIL Y t' - 24— ,� Gr. } p` 86` L1M/TED'ARTiVEk`SHIR I i '`� GURBING „ _ 5- + 26 , a oNOD1B52 i ? ! c7 r� `* - 5,R _ y + �L `n RIP -RAP a �; r USE: VACANT t I Qd �1' O�^��.� Fountain \t _I-1. 6 ACRES 9O f. E - EX. CU B CUT a + f y! . 6 i 1' / 4 YARD 0 /NI%7 4.5 R �? - ....._ _ l l 4 27? HYDRAIV 27 /NV ..� �'72�'+�� s Z5:4' ' �.r 4' -F 72 ° _ _ FF=727.30' �;'�' _ r ' 26— I 4.9 / ,,�• 64 (A) 40C 1`. - _ �° s j - a ; ' ' THE PEOPLE r0 PEOPLE I''�? 190' OF 4" & 8° PVC ®0.59e _—� ':` TEE W1TH CLEANOUT 8 /NV ? ! CLEANOUT TFST PlT ; . 5 26 -f- 725.6 j \; HEALTH FOUNDATION B 643, PG 63 r I r I n ZONED: M- I 27 ,�- . � 0 5 ADJUSTED THE 1.30' DIFFERENCE /N < < y APPLY 1.5 SM-2A ' TBR '' USE. OFFICE ELEVATION DATUMS BETWEEN SURVEYS "� ' - 6 ? > / �,�.s�„�, <w _72T� j r i t\ t? ; O \ 1-_-__.._____. f 4, 6 ACRES n7 m ' ` 9 o HVAC �_j Ex. Office THE BUILDING PARKING LOT HVAC ' 3' DOOR 4,530 sf AND UTILITIES 'HAVE NOT BEEN FF=727.75 f ,' CONSTRUCTEtD , AS OF JANUARY, 2007, HOWEVER THESE ITEMS -, 1--� �' , CRAWLSPACE ACCESS .,.,.v..,..,... ARE --SHOWN ;E'ER SITE: PLAN 123 03 TITLED RESIDENT oil"t;• , SUITES OF WINCHESTER DATED j �! 3 / tF LANDSCAPED ELEC. CON. 9 t l # 5 ; APRIL 1, 2004 AND APPROVED t- - ___. _______.�_.____.? AREA A A APRIL 26,2Q04._ ._._ _- •_-- •-- . __ _� !I 8 TBR jTELEPHONE CON. ,t { � � y. v�f � tt 1 ': - -�xc ''u+7>xzx...•.,c.�max.c t t r.�. LANDSCAPED A26 + g� t - -_ f _ — _ - _ LIGHT Q'I li 20' �' 20' i GRAPHIC SCALE APp- S/TE PAN RO�E� 25 03 35 9R L _ r - G2a• .,..._ _ ,.. _ •' _ GHT �t PROPOSED FIRE j � , r -___ r-_.- _ _ � E -� � _ •- GAS A 1'�X TRANSFORMER I - •' � l _. _ - ..-- -`w-" �� r• -.-•- "'` � - - _' ,. iEXATRANSFORMER HYDRANT PER - cks - �'� :..._ .t ' _- c _ ._ l _ F .._._ , _ , - r�•y f 41.4 -X TELEPHONE PED. APPROVED SITE ` { "=` y �l _ — �- — — — — — — — — — — i PLAN23-03 i . _ _ 727 ` t_' ft c? = _ r:'-. _ r a 4 t IZY 6 727 6' � op= 0 t , Inv 724:7.' Inv=725. 726 f ,, a� i yry PC _-•y7 GA MARK R r / r _ Q 'z'' / EX 24 ' CMP 4 2. _ Z_7 , k ARC= - " ; C r:/gr IRF !� 727.7' ----------------- 28 �� 2,200'+ J,60 27-5 —SIGHT DISTANC E er ----- - AIRPOR- T R- - O-A- -D RT 64 o _. r.___ �� o _ _ -- b ft} 'i _ 80' R.O. WAN 45 MPH _ .__._..-._ _., ._ _ _ .._- _. __. __ _.- _- ---- . __. r --,._'- �''C t D+ r..---•-`- `w \____._ � rev n,r A_ 1- . ZE f - z l64-(A)-451 AIRPORT BUSINESS PARK, LLC GROVE-McCOMAS, LLC a - (_ _ DB 949, PG 1043 _ % A 9ATEIRLiNE 4 1 i ZONED: M- 1 4 I 1 �.� Ex 12 1030029 5 l T ZONED: M- l USE: OFFICE -WAREHOUSE( , r � •"""` �' ` .,w _ �; 1 + 10, 3 ACRES._ - _USE - OUSE - _ ._ OF�I � W�REH + + ACRES Lieti C31 'T �I 0 U 0 v a i C � a �Q(aj N to 3 0 c 0 Q U ZWZ� Q L Fcz Um UOW��ZOo, Z v0 O Z o< r W V U) � Q Z� C m Z� Q Q) Z c< � Q V a ZEE w O Io N fif LU LQ W w rY fir w d Ce LL t� O e Q N M DATE: MARCH 6; 2007 SCALE. 1 = 20 FILE NO. 0195 SHEET 2 OF 5 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 soil intentionally transported from the project site. iv l n otherwise 3. A permanent vegetative coversha i be established on denuded areas not othe se stabilized. l b considered est d ntil round cover is achieved that is uniform Permanent vegetation shall not eestablished u a g c r , mature enough to survive and will inhibit erosion, 4. Sediment basins and s tra perimeter dikes sediment barriers and other measures intended to trap P.P a P sediment shall be constructed as a first step inany land -disturbing activity and shall be 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.Sed/ment 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 9 P ll' P Y P the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of Clow 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 outfa/l system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of24-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 fill 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. 11,3efore 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. Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e cover materials, 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period a tempora ryvehicular stream crossing constructed of no erodible 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.All temporary erosion and sediment control measures shall be removed within 30 days after final site 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 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: (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. t Jill FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND If INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE -I - SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control. PLATE. 3.05-1 EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the north side of Airport Road and 2200' east of Route 522 south, The purpose of this development is to place a 4,043 sf addition to the existing office building to be used for training, child placement, administrative work needed for Foster Parents. Existing Site Conditions This area is currently has an office building and associated parking and sidewalks. This area typical of the shale ground in Frederick County. Drainage is very poor and there are several areas of ponding. The owner and tenants of the office building have comp/wined of mosquitoes during the spring and summerThe yard areas are also difficult to maintain since there is ponding and 'soft areas" for several days after rainfall events. The drainage attempts to flow from the east to the west. Adjacent Parcels The surrounding areas are residential lots to the rear and business/industrial areas to the west, south, and east. The residential lots will be screened from this building and stormwater will not drain towards them. The area to the west is currently a vacant lot; however, there is an approved site plan fora hotel on that site and the plan clearly shows a stormsewer system that will receive our stormwater and route it through their pond. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows C/earbrook channery silt loams (#9B), These soils have a high water table, high erodibility, and "a drainage system is needed" for runoff. Critical Erosion Areas There are not any critical areas on this site. 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 drain pipes with outlet protection Install silt fence and diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes MESH Table 6-1) 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. i control measures at all times during land E -7. All disturbed areas are to drained to approved sediment co S rb pP 9 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: i Sediment In r will retain h right to add to or moth these erosion and The Erosion & Sed e t specto eta the g t modify sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment, oc rr^^ v/ j J W Nq �Z 0 Z WC) j �Nco W � O� �OmO O N�mO' ti Q� ZZ Q�O tZOO noo�i'� Super �m o CL !u o Q Q Elevated to o w o w 27�Co t37 o� - , varies i , f 13.2' 12" OF 218 4.0 1 12.0 2'-7"(CG-7) IL 12.0' 80' R. 0. W. - ROAD IS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION N NOT TO SCALE .-ate � � ,�.,,,3�• :;�, _ t �' SSVH n�:c q i.r�y ?fit` a yt t��ti \ �Yt % ' 1 J{� y�y f ,1 ._ t. 'w ✓ � , � j T' y. :t r'T TOP- 726.1 I ' , � 4� .� �..� � � ;i'� .��j � -� ��` » - � �/ ; -r q1 67 ?. " . > � --.�$ ..r r'.., � b �.. w�. �- > s y�{`�- •4�- - �a�•.� r iJ �1 . q� _ _ _. �._._ _ _ - "-1 k 12, 120' of 12 "CMP x 7 7 24- 4' k 27 27- 262 r -a O ---, i 25 s 26 6 273 .., `. "^ cv 72 o- s� j ;.,� I, 3 26 6 -�-�� r k , 26- ( %t; z , > j f'J a 25 s/ `kR F 27 0 i I } NV I , 9 27- 2481 ' .�... 8 t CURD - r� {,. 26- -i-' ` pY RIP -RAP O ` 1 _ EX. CU f CUT r L 2 ° It IN�' __ - 27? 27Q - -{- INV 3 I %t'; r' 1 r , O 26- 724.9 TEE WITH r CLEANOUT 26 8 /NV 190 OF 4" do 8" PVC ®0.5% ` • i . CLEANOUT TEST PJT �: 5 �. ... -�- 725.6' oPAPPLY 1.527- {{JJ _ 4 � t 7K 771 ., t � I � 6, ll_..._ .__. I jg 20' D' 20' GRAPHIC SCALE Oil 518' iRF lisp <f X A 268 t 1 � + a } I e ♦ LIGHT lf� ..__ .___ .._ .u_-.i-..l _.-._._. ;� ._- . ... �_ ', } � ! _ ;:�..f ;�✓,� �_;:. ,._ .. `._� - -r .ram., •_; 't,� '+max ._-__...•-.:�_.,.-• � ___�_- .__...._ _��'♦.�., .-��;,-_.... ---_.__ rr. _ /` S r _ r . I \ i 1 J �{ n, yy ti EX wM _.._.. , i _ . _. � . , � `." � - � � •, \ - ,A 5 its - : As _... ;�;s a; _ .__._ GA � --, _��. l `` ♦ lj JF , -.:' \ - i1J`� 1a5 1 l GA MARKER f F T lV M , R SF .`2 ii 7 � os I ♦\ z• _ 1 N'.., \ _ _ _ c X RAN ORl1_ R z�'~X Y TELEPHONE PED. _ _ _. J.li rA: w _ = _ Il ! •.. i `� _ : V1�, 724 7._ Inv=725. 726 it I 't Y G T ^- J GAS MARKER 1 ? ' --_ _" r T - �z,• /N2& '- , ' '% ~F� 24 CIv1P @ 2.87 , k -- - 717 Y 1 r . r 1 - - _ . ��, o _ - ,r 7 27 28-0 9 ' r 275 v OUTLET rP , • OUTLET CONDITIONS S . A TEMPORARY DIVERSION DIKE CULVERT SIZE 1 0 - 10-YR I WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 t (3" 1.0 cfs 1 2' 1 8' 6' 6" J.5 Seedino Schedule (per section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4`, 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 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 Tali Fescue, 10% Annual Rye, 10 % Foxtail Millet, and 596 Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. A o PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I L a 1 0y d SECTION A -A FILTER CLOTH KEY IN 8"-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 WRAP 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 8 INCHES, Source: Va, DSWC Plate 3.18-1 SOURCE: VA. DSWC Compacted Soil ■I y� Q oQ Q� k .�. V) In C O m o 0 CO U C - Q 0) M E� C N m @ o (6C 1A W O 00 � he z 4 Luk - ( zQ�zi�2 � QLULn ,o Q zi 5v� ,��az En6- V W u4 zt W��ztZZ ti O � Z vQoa�d N z Lu Z O O U) LU LIJ W cL > LL, of W CL UJ \ Q N Q DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 PLATE 3.09-1 SHEET 3 OF 5 PLAN VIEW OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF 728 i i 726 ; 72ti 722 _ .._._ _ ..._.. 728 727 726 725 724 723 Stormwater Runoff Increase From Development Original Lot prior to any development A=1.50 acres, C=0,35, I=6.8 in/hr Q=CIA=3, 6 cfs (10 yr) Fully Developed Lot A(1)=0.57 acres, C=0.90, I=6.8 in/hr A(2)=0,93 acres, C=0.35, I=6.8 in/hr Q=CIA =5,7 cfs (10 yr) The existing conditions do not allow proper drainage. This causes ponding in the area. The site plan approved on the western lot for a hotel collects runoff from this lot and routes it through a pond. By installing the drainage trenches and grading shown on this plan, ponding should be eliminated and the stormwater will be allowed to continue towards the west. Therefore, this plan does not propose any detention of stormwater as it would defeat this intent. 728 726 722 _..,_ ti 00 Q i z 1 !� ! O z I 0+00 0+20 0+40 DRAINAGE DITCH SIDE BRANCH PROFILE 1" 20' Hor. 1 "-2' Vert. 0+00 0+05 0+10 0+15 0+20 CROSS SECTION A -A 1 ""=5' Hor. 1"- 1' Vert. 727 726 725 724 _ 728 725 _ 724 _ 1727 I i i _ 726 E - 725 724 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE OF STONE DEPRESSION AREA FOR STORM A TER RUNOFF i "=10' Hor. I "= 6 " Vert. 728 7� 726 725 724 723 1 o;v oa;m I^ oo co 0 0+00 0+05 728 727 i 726 N 725.33' 5' WIDE F i STORMWATER COLLECTION AREA 0+ 10 0+ 15 0+20 CROSS SECTION B - B 1 "-5' Hor. 1 "-I' Vert. 0+25 _ 725 Wrap in Filter Fabnc :' 4" Topsoil over #57 Stone `•., / .� \, \ \ 14 r' \ O 2"Ditch ` j' ; ! i f` ;' ' /,. > l�l/1 \ f / Uj Typical Drainage Trench Cross Section 730 USE 24' OF 18" RCP (CLASS 5) AS k SLEEVE FOR THE DRAIN PIPES THROUGH THE PIER W�LLS OF THE ADDITION. POUR PIER WALL AROUND PIPE AND APPLY o j A MASTIC SEAL ON 80TH SIDES OF PIER WALL. v 728 727.75' Cl- o 1 I �z 726 _ _ �, _._ _ _ -__ _.. __._._ _ _ _ ___.._.---._.. _._._.- --__ _ _ -.- -- - . -� -- _-----� _._. ---- ---._ zt } 4 4 J _ a OF 4 " PERFORATED PIPE AND ONE RUN OFF 8" SOR-21 DRAIN PIPE ; 0 RUNS 190'— 39' • 724 723.0' FOOTING { ! BOTTOM 722 i i f _ z� 4 p•p U� O I I I I I i O ti �. `� 0_ __. _._._ .. _. _._._ Q�___ .. 720 z+ w o o cV cy L- Iu; o O -, a LLJ o Q W Z: d II Z 81 O I I i O ^ ` � �O 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+30 2+06 DRAINAGE DITCH PROFILE 1 '=20' Hor. , 1 "-2' Vert. 730 728 726 W C7 724 o 0 o ; .722 LLJ W I. 720 L k 0) O Q C o 0 O C r\ to L� h O o 0 C fu C O U •� N N o oc Q -0 o ca o c °' J O 1A LU O p � Q. 0 tio�Qo�.�^o4c� Z Q W(n � 0 0 Z zU) LU Qj C V Z W p V p a Q t m(z' OLt�°CZZ C� Lx p DATE: MARCH 6, 2007 2+20 SCALE: As Shown FILE NO. 0195 SHEET 4 OF 5 gp...,°.,i 8" nanaral har�ll STANDARD 24" select backfill 6" All backfill to be compacted to 95% of ASTM D698 maximum density. 6" 8' concrete -�-•�.-' '�ackfill CONCRETE ARCH 24" select backfill 6' 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- L i 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 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER i- L I .� L ___1,...1 r L 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 - 6" THRU 12" 1 0173 -2- 24' select backfill 6° 1/2 O.D. 6' MAR 06 concrete pad 18' dia. x 6' 4' stone —� screw type adjustable 48° min. location marker valve box joint valve restrained stone restraints to main finished grade ....................... �: _, 18' to 24' 8°x 8'x 16" solid block for 12" valve 6' thru 12" concrete pad 16" concrete pad 18" dia. x 6' deep-1 /-- finished grade dia. x 6' deep Water Lr --.I_•._ Lr 4' stone � 24" min. t Note: valve shall spew be spur gear type type j adjustable valve box j valve -c==- restrained to main A j 8"x 8'x 16' solid block 14" thru 36" GATE VALVE -9- Forced Sewer MAR 06 In 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 450 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 10 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 20 12 X 6 20 20 20 20 TEE, CROSS, WYE 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 - 6" THRU 12" 2 OF 3 MAR 06 -3- i i >' dia. schedule 40 steel pipe filled with concrete g and painted yellow finished T grade 2t �• 18` dla. y concrete encasement m nt 3' 1 • \ BOLLARD DETAIL NOTE: Wee holes shall not be i o subject to ben submerged. If P 1 9 9 installation is in an re having area ha g a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. as required finished grade \11/ \V/ 2' min. _ 6' max. stone to be minimum of 6° above top of base stone 1 stone joint 1 pad V-6° dla. x 9' deep -- — 4' stone screw type adjustable valve box locator marker FIRE HYDRANT ASSEMBLY -10- finished grade DOWN BEND DEPTH 4 FT. MIN. 1 I-, Ld —► DOWN BEND RESTRAINED LENGTH / Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and tt 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 joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). mechanical joint swivel tee with 6" branch APR 06 UP BEND DEPTH UP BEND RESTRAINED LENGTH 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) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 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' PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 MAR 06 -4- MAR 06 4Sd I O ti i EL EC. CON.:. � LANDSCAPED r, 1> AREA i 3w, 1 J °TELEPHONE CON 11 f' <; \ I_. _ _� �� LANDSCAPED It t• A��. •.� 8 r �� , \\ x 1 y.. r f� r t l� r r. `G _ „ s _ --- •, A MARKER '-EX TRANSFORMER G! - r _ f - _.. t � �, 1 ..._- r \ __ r ; 1_ .OQ �- _, r ,�- � . , �: �'` ] EX TRANSFORMER \ 1 t•. `� __. _ _ T . -.- _ 41. 45 - FX ^TEL EPHONE PED. Y' , _ 7 T ".-_..q ��,,,(•" 1 is';'.6' ; op 728.0 Inv 724 7 Inv=725. 726 / -r NV-7� 4; X MP - �� __.. �{ 727 r� _ \ _ 1 t - tw . 645 ti u AIRPORT ROAD 80' R O W. ;i i tM- a > 1 \ I- D1-JC j 1 '1. _..OJOD ,-�-�.��.' � t� to -,•--- _� _,.. ,, _,.,._.... ,- ..e...,,- .--�- '"EX 12 WATERLIF7 r r _ ct{- t { t i 725 --- _ _ _._ TEST PITS i k REO D j 220' OF; 6" SDR-21 f 720 _--..-._- _..__,_._ L _..___..._.___._. __ _.,_ ____ _.._._._ _ _. _ ._._..... _ . ,.______ _____.._... _ 720 V NDER RT 645 j BORE & JACK 715W-. ___...__._..____ �__+_j__ ___ ____..._-_ _ __W __-____ ____.___.____ 715 �_ Zk ti QJ i �i 'W Z W W rg O 1-0 tba , o;l 'O N h N i -tit �+- i ••F- i � t I + � ,+ � � i t f i i 0+00 0+50 1+00 1+50 2+00 2+50 WATERLINE PROFILE 1 "=50' Horizontal, 1 '=5' Vertical C p� O N ! O11 o Q ULr � M � � � o m N IN 0 N O j to V 5 CDO O V- U4,_ Ce ZQO'�Z�R Ln � �rz C o) o �o�j U M Z Z � Q V W Q ti Z CW.t W O L14 uZi IT o� OwZZ�� rn F- a w z o O ce � w w w IY > w cz w Q DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 5 OF 5 LEGEND FCSA CONSTRUCT Rev. Mar 2006 NOTES V00T E L NOTES' VICINITY MAP ■ � ! Q LL EXISTING FEATURES EXISTING EDGE OF PAVEMENT _._-___ _.. __.F,� �� .. _.._.._ _. r �\ N C. EXISTING EDGE OF GRAVEL _._._..._._.._.--...__--_-.__ _.-.__-._._..._.__.._.._.___.._..._._-._-......_._. EXISTING CURB AND GUTTER - - -� -_-F. CG - G EX. INTERMEDIATE CONTOUR ;? EXISTING INDEX CONTOUR :7C EXISTING SPOT ELEVATION %A � . (� ' EXISTING TELEPHONE LINE ----- -- -- --_-_ r ___._.._____ ;- _._._.__. EXISTING SANITARY SEWER - •.w _ - M �M w - Zs EXISTING ELECTRIC SERVICE -- - F. -- -- -- !" - - '-+ - - -- EXISTING GAS LINE - - -- - - - -- : -�a - - - - EXISTING STORM SEWER _. - ,-;- .0 Y . ` ; 5 T -r _� y ` - - _ - EXISTING FENCE LINE - - - -- - : ; - - -- -- - - - EXISTING DITCH LINE - ---__.�.__ _____ __ _ __-__ ix fir, EXISTING WATERLINE W/ TEE �_ n. • --•: • _�r,.-•_°e.°• EXISTING FIRE HYDRANT ;:4° E /K F -/ EXISTING WATER VALVE _,-u tix. ° " W EXISTING REDUCER VY, - x•_W ° t EXISTING TREE DRIP LINE ; -; ...... , ,.__•:-..�,- _.^...-:._:..._,...1. ,_--,.... �...:-._, PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water. com 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection b , the Authori g p y t y 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish a# labor and material. b) The contractor must: 1. make application and pay deposit, 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority s maintenance department shall furnish and install all water meter through 2 in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly, Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter, b) The frame and cover shall be set to final grade. " 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. 9. 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, b) An Application for Service must be made and fees paid before work will begin, c) The Authority shall furnish and install 5/8 ', 3/4 ", and 1 "water services. d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals, 10, Any water service line must have a backf/ow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 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 installed immediately before the backfiow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plans) for design and material approval of, I) the domestic water meter and its backfiow prevention device, and/or2) the fire service line's backilow prevention device. VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. g g V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, V3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual, Furthermore, all traffic control fiaggers must be certified in accordance with Section 104, 04(c) of the VDOT Road & Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and a# utilities, Including traffic signal poles, junction boxes, controllers, etc,, owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify the develo er from this res onslbih . P P h' V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An ry Y y additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required b the local VDOT Residency g yengineer- q Y y Office, apre-construction conference shall be arranged and held b the and/or d i t t f th d tt with th developer we attendance of contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8, The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. 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, Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified, V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. APPLE BLOSSOM MALL o p DGF S ISO \ AIRPORT N w E- o SITE ��_ � \ SCALE 1 = 2000 � o 0 o ® :3^ � to ko ■� -� -� CO o o 0 U 'p ry � en � o C) .� N o X� (n o _0 c I c I 0 Q j ! t 1 _ t �► ; ' , i P O.JECT I NF R MA TION Owner Bassam Sabbagh 103 Shannon Court Winchester, VA 22602 Phone - (540) 667-0259 Property Data Building Setbacks Per Code Proposed Tax Map Number 64-(A)-45G Front: 50' 71.4' Address 311 Airport Road Left Side: 0' 101, 7' Area 1, 500 acres Right Side: 0' 21.3' Zoning B-2 Rear. 0' 51.11 Le gal References DB 829, PG 402 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Social Services (SIC 8322) Front: 5' 13. 3' Left Side: 5' 31. 0' Right Side: 5' 132.0' Zoning Data Rear: 5' 50.11 Open Space Minimum 25% = 54,075 sf IA GZN J�� w fin�07 r./ Q 1 y O O °r-1 = - Ln n ,_., J >_ o Cr z �4 2lrjj < �P OIO� GENERAL NOTES PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB &GUTTER PROP CG- 6 PROP. REVERSE CURB &GUTTER PROP CG-6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION + 50" PROPOSED STORM SEWER PROP. 24 "A LS PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE -- T ----- 1----- PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE „ PROPOSED WATER METER ®1 WM PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES V12. An unusual subsurface conditions a ,unsuitable soils, springs, sinkholes, voids caves etc. encountered during the course of Y (•9 9 ) 9 construction shall be immediately brought to the attention of the engineer and VDOT, Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT, V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior to placement and fill, p Pp Y p P D Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. 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 theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT, VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and isUJ the responsibility of the developer, V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOTs discretion, by VDOTon an account receivable basis following the Manual On Uniform Traffic Control Devices, V18. The developer must provide to the VDOTResidency Office a list of all material sources prior to the start of construction. Co les of all p p Y P• P• Invoices for materials utilized within an dedicated street ri ht-of-wa must be provided to the local VDOT Reslden Office prior to Y g y p �' acceptance of that work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction 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 testing of the density control strip. Open Space Proposed 17% = 5,552 sf F.A.R.aximum 1.0 Use For Parking Unit Tabulation F.A.R. Proposed 0.04 Office - 8,573 sf 1/250 34 Building Data Type of Construction Wood Frame Existing Area 4,530 sf Proposed Area 4,043 sf Total Area 8,573 sf Height Maximum 35 feet Total Height Proposed 18 feet Total Parking Spaces Required 34 Proposed Parking Spaces 34 Si n Data # of Handicap Spaces Required 2 _..._ Proposed Handicap Spaces 2 Existing Sign Area 32 sf Existing Sign Height 5 feet # of Loading Spaces Required 0 Proposed Loading Spaces 0 o z �z cnu,o z Q o z z o � S o.. ,-, o o Q a > cz z W o `� u, `° o 0 Q = o > _ ")�"�z�o�-o a U, Q z � ti g v a z ci U W Q Z LW o z W o = LQ Q Q Q0 ¢ o 00 14 o v Q 0 ,�� o o Q o 0 1. Permits must be issued from VDOT prior to any construction in a public right-of-way, 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left b vehicles enteringand leaving the site, p g y Y g 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3. 02, The contractor must maintain this access for the duration of the project 6. The contractor will,be responsible for adequate and positive drainage of this site, 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% dense following Method A' of the Standard Proctor p �' g � AASHTO-T99, or VTM-1 as applicable, An fill laced under buildin s structures orpavement must be inspected andapproved roved b a pp Y p g p p pp y professional soils engineer. A geotechnical report supersedes this note if provided, 13, The contractor is responsible for contacting MISS UTILITY prior to any site work, Ail utilities shown on this plan are approximate locations and not all utilities may be shown. 14. The contractor will contain a/1 litter and debris on -site. The work must be left in an orderly manner at the end of each workday, � � ,1 z g W W � W a i� Contact Numbers ,l Sheet I�'l(/eX Surveying &Engineering Firm: GreyWolfe Inc, (540) 667-2001 Zoning Enforcement. Department of Planning (540) 665-5651 Site Inspections: Department of Inspections (54D) 665-5650 Erosion and Sediment Control. Department of Public Works (540) 665-5643 Cover Sheet & General Notes Sheet 1 Grading, Lanscaping, and Utility Plan Sheet 2 Erosion & Sediment Control Plan Sheet 3 Storm Sewer Profiles and Details Sheet 4 Waterline Profiles and Details Sheet 5 w Q o o N Sanitary Sewer and Water: EASEMENT LINE PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 15. An approved set of site plans must be on -site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements9 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specifiSt315d VTM76A ed in Section an-, certified itechnicianshall h compaction saperform these tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. Fred Co. Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 Electric: Alle harry Power (800 ) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY:- 1-800-552-7001 ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER A O 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING - - - - - - - - - LCG INLET PROTECTION OUTLET PROTECTION Op CHECKDAM ® CD V21. In accordance with Section 302.03, the foundations for culverts the pipe rty-six (36) inches and larger shall be explored below the bottom 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. 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, V22. Approval of this plan shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval ofguardrail layout to be given by VDOT aftergrading is mostly complete• `J 1 V ° \ � o .� � ti r Z ee.,,, , P � � j �,�' Z W Z CX O j � �� Co Q U V.d W w w Z 4` I DEPARTMENT OF INSPECTION GENERAL NOTES Zoning General Notes 1. Buildings shall comply with the Virginia Uniform Statewide Building Code amd use group S, storage, and use group Be Business of the International 9 PY 9� � 9 9 p 9 9 P 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 ingress/egress locations to the exterior per CABO 117,1-92 and meet requirements of Chapter 17 of BOCA, 3. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1003.2.13.7IBC, Note fire ratings around this door if this section is utilized. 4. The International Plumbing code requires testing of the sewer pump station to the rim, Maximum Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance o o Floodplain 0 acres 0 /0 0 /o Lakes &Ponds 0 acres 0% 0% Wetlands > IAC 0 acres 0% 0% Sinkholes 0 acres 0% 00/0 Natural S. W. 0 acres 10% % 0 Retention Areas Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% 1, Exterior lighting will be provided by wall -pack lights attached to the building & lightpoles. 2. All lights will be shielded or directed to prevent glare on neighboring properties. 3, Outdoor trash receptacles will be in an enclosed six (6) foot fence. 4. This project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. 5, The owner will be responsible for obtaining or granting easements shown on this plan. 6. Easements will be recorded and copies sent to the parties P p involved. 7. All utilities that will service this site must be placed underground. FIRE MA RSHA L L GENERAL NOTES /y /� TRIP GENERATION TION DATA 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 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. ITE AM PEAK HOUR PM PEAK HOUR CODE ITE USE FLOORI IN IOUTITOTALI I IN IOUTI TALI A DT .�c� APPROVALS SP ri` 1 8 - 0 7 710 General Office Building 8,573.5f 11.9 1, 6 13.5 2.2 10.8 13.0 95.8 RESPONSIBLE LAND DISTURBER _ ® O DIVERSION DIKE pp DATA TAKEN FROM THE L T.E. MANUAL 7th EDITION U Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT x x x SF RIP RAP RR NAMES LANDSCAPING NOTES CERTIFICATION #: Final Site Plan Approved by Frederick County Planning Department Reviewer Date 0 0 SEDIMENT TRAP o ST 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all 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. The planter shall guarantee all plants for one year, 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 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 of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a EXP. ®ATE DATE: MARCH 6, 2007 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. SCALE: N/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 site work. 3. The contractor will possess a Land Disturbance Hermit prior to any site work or construction. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, 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 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. FILE NO. 0195 SHEET 1 OF 5 LA NDSCA PING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 39110 = 4 Per Impervious Area 1 per 2, 000 sf 24, 98812, 000 = 13 Perimeter 165-27-B-11, a i7 Green Area in Lot 5% of 13,625 = 1,064/13,625 = 681 sf 8% provided Zoning Buffer Evergreen 213 x 228%3,33 = 45 Deciduous 113 x 228%3,33 = 23 Existing Trees (to be saved) Planting Size Mature Quantity Symbol Common Name Botanical Name Height or Caliper Height Fall Color or Credit FP Flowering Pear Pyrus Calleryana 4-5" Caliper 18' Yellow 10 i �4RY :.WP White Pine Cupressocyparis Leylandii 4-5" Caliper 35'-45' Green 30 Proposed Trees Symbol Common Name Botanical Name Planting Size MatureFall Color Quantity Height or Caliper Height CH Chinese Holly Ilex Cornuta 36" Tall (Screen) 4' Purple 21 FP Flowering Pear Pyrus Calleryana 2" Caliper 18, Yellow 30 r LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' Green 15 n 2-3" Saucer Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. i 2-3" mulch Set top o7 root ball equal to or 1-2" above grade. t c. Remove container,use sharp blade to make •fit ,•• four 1/4'-1" cuts the ' le th of ball and cut a 1" X bottom j on of boll; loosen compacted CONTAINER GROWN SHRUB Prune out any dead /^ or broken branches. / Remove al/ togs, labels, strings, wires, etc. from plant. 2-3" mulch 2-3" Saucer Set top of root boll equal to1-2" g above grade. Remove rope & burlap from root ball. Dig hole 2-3 times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Survey Note: Boundary Survey data shown per recorded survey plat by Douglas Legge, LS, in Deed Book 829 on pages 404 and 405 at the Frederick County Circuit Court Clerks Office, 3' MIN. CG-6 NOTES: " 11 1, H/C SPACES MAY NOT EXCEED A 2Z SLOPE. 2. RAMP BUILT TO VDOT CC-12 STANDARDS. J. WRITE STRIPING SHOULD BE 3u WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. R7-8 HANDICAP PARKING (i2" X 18 \\\ RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED,_ VAN / ACCESSIBLE ' REQUIRED PENALTY $100-500 EFFECTIVE DULY 1, 1998 T01Y-AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES J PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) Prune codominont leodecc ""- DO NOT prune terminal leader or branch tips Prune rubbing or cross branches`-"---- Prune narrow crotch angles & water spouts -.-- Prune broken branches Remove togs and labels— Cut away all balling ropes "— Prune suckers 2� 3" mulch kept Remove top of wire bosket\ /away from trunk Soil well to r--contain water 1 ` Backru soil ~• •• i/ Partially bockRll, water to settle Widen and sr cp--___._._ soil, finish holes in wall I bockfilling 7 Area for water S Remove container and cut drainage (Pipe circling roots if or tile could contoina-grown, or as be installed) much budop as possible if Leave solid soil pedestal - do not field -grown dig deeper than boll depth Dig hole 2-3 times root boll width f TREE PLANTING DETAIL (NOT TO SCALE) 4 " OF 5000 PSI CONCRETE W/ ' ` FIBER 4" OF 21-B COMPACTED TO 957 DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 951'. DENSITY TYPICAL SIDEWALK SECTION 3" OF SM-2A 6" OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING AREA TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4'X4'XS' TREATED POSTS SET 3' DEEP. OPAQUE FENCE DETAIL N. T. S. 64-(A)-50 ROBERT & JOAN BROWN DB 526, PG 574 f ZONED: RA USE: VACANT +0.5 ACRES 518, IRF SSMH TOP= 726.14 i6 64-(A)-45L ADAMS FAMIL Y + _LIMITEfl PA7fiTREfr`SH1l� ! 1060018450 ZONED: B-2 USE: VACANT j -41. 6 ACRES j EX. CU,B CU; f i 723,5 FF=727.JO' , ADJUSTED THE 1.30' DIFFERENCE IN ¢ �` ELEVATION DATUMS BETWEEN SURVEYS tI f; 3 ) 64-(A)-49 64-(A)-48 64-(A)-47 I 64-(A)-46 ROBERT & JOAN BROWN RONALD M. ROYSTON RONALD M. ROYSTON RONALD All. ROYSTOA,' DB 526, PG 235 j 1%6000JI70 1060005170 #030000485 ZONED: RA 1 ZONED: RA ( ZONED: RA ZONED: RA USE: RESIDENTIAL USE.- RESIDENTIAL I USE: RESIDENTIAL USE: RESIDENTIAL +0.5 ACRES 40.5 ACRES -- -0. 5 ACRES +D.66 ACRES — — S 5875323" E 228.16' ' y )v IV Y , ..IV, Y\ '1 `R , 5 S SSW �, i _.. <_ ,. ...._. r^ - xTOP-7 -" - TO INSTALL 6' TALL LEYLAND "CYPRESS IN GAPS BETWEEN EXISTING TREES A� 5' ON CENTER INSTAL( 6' OPAQUE BOARD 0 BOARD FE E J, X rt - _�__ ________.__ �._.__._.____.__ ._.._._ Oum ster a 25' INACTIVE BUFFER Pad ( ? 26 8' i 2O' of 12 "CUP ' 725 24? 25 7W 26? +` ` BRL 26 2 -27 0 + o0 35.00' 27 J i 25 s 26-5 i 6 y CD 72 n '� ... 0 3 Door 27- o �r Pr. Office % 20.00' °' 24.00' S >. 3 a. 4, 043sf 26 6 +z ( o 26- 53.00' FF=727.75' ;; , 2V 27 a 'INv � �� `� � 27-6 5'R 724.9'`: 24 8 TBR �0 0 0 + 1 0 0 ,r tj 5'R t + �� RIP -RAP '' + Fountain- 0 Z + 68 +� --- -- O f- TBR 2 YARD t 4.5 R is �. r . _Y �G.. 27 HYDRAINT -f- 27 26 4 '190' OF 4" & 8" PVC ®0.59 j CLE4NOUT TEST PIT r. _ - _ 27 APPLY 1.5" SM-24 Y, �Ai 6"Y CLEANOUT L4' 26.+ 7 s 6' HVAC 7 ; 64-(A)-40C THE PEOPLE TO PEOPLE i HEAL TH FOUNDATION DB 643, PG 635 ZONED: M- I USE: OFFICE +4.6 ACRES f f i Winchester Regional Airport Notes: ■ U >C o 1. During the construction phase of the buildings, all l o Q cranes will be required to have an aviation obstruction o 0 flag and/or obstruction light visible during operations I=' ^� and must be lowered at night unless lit, Intended hours and dates of operation should be coordinated C U) with David Foley, Operations Supervisor Winchester O o 0 Regional Airport Authority, no less than forty-eight ` U hours prior to start, I C 2. Outdoor lighting should be shielded and amber in O ) color in order to minimize light pollution to pilots approaching the Winchester Airport, C .N w 3. Any trees planted as part of the landscaping should I o be of the type that are slow growing with a maximum j > � mature height not to exceed the elevation of the 5 proposed building to avoid future airspace obstructions. { 01 4, Controlled burning should be prohibited due to the 'C M close proximity to the runway and since the property q C is within the flight pattern of the Winchester Airport. Unsuitable materials should be hauled away from the construction site appropriately. C'Nf - - , r -' .._. , x>__- , - - Ex. Office HVAC . {{ r THE BUILDING, PARKING LOT, 1 i �U :.L 1. 3' DOOR 4,530 sf �' AND UTILITIES 'HAVE NOT BEEN d e `�- +'' I` "``-- FF=727.75' CONSTRUCTED iAS OF JANUARY, 2007, HOWEVER THESE ITEMS �� ~-M i!' I C CRAWLSPA E ACCESS } J ARE•SHOWN ;PER SITE PLAN .; 123-03 TITLED "RESIDENT _, ° i� + ___ ._ ___ _ '� f ' SUITES OF W/NCHESTER" DATED ELEC. CON. E, 3 { s LANDSCAPED APRIL 1, 2004 AND APPROVED df AREA TBR _ EPHONE CON\TE'` t ' - ._i LANDSCAPED \ -- . C 8 21.3' t `1 , AREA 26- J . -- - rr i q, LIGHT 20' 0' 20' �`^� �� ( `- GRAPHIC SCALE i - 1 iy P SITE p PROI�Ep ? 23 _ _- - \� �' S ( t .23-03 8RL �` \ \ EX 5 X 10' SIGN\ �F - 1. F lE \.•'�, _ LIGHT �\•`\ ��. cA; -1 X�M _ _ yas - _ - GAS MA,4KER.JX TRANSFORMER ( \ -_ PROPOSED FIRE; a.._ .-__... r - \�. --, M E - r __..,� F -' i EX TRANSFORMER HYDRANT PER -. ..__ - M _ e _ _ T r -. _ "' EX TE EPHO \ � NSF 11 APPROVED SI TE { , - <,AS - - r-1 i - - L NE PED. r �... . t! PLAN #23-03 ��- _t cn y - r;�'- . c . _ - ry " , , 7r'i: i:2, . t ' o _ — +� -_,� 1n=724:7 726 - h Inv=725, 1 _ C /N CAS MARKER { (; _ f IN --' s - / Q Uzi 1 /, X CMP p `� _ 727 _. V w 2 - r' t + --- 28 J 150.0 a a �� 27 - . ,_At SIGHT NCE ` y, � HT RT. 645 AIRPORT ROAD <V 80'R. 0. W. N 45 MPH _ ,r _ �• - s DI-3C64 j' 64-(A)-451 AIRPORT BUSINESS PARK, LLC ` - ROV -tit M A... DB 949, PG 1043 tp C E cC0 AS, LLC; _ , I.._.wrr .�z 1 r R 103 9451 _ 2' �iA L1NF � ONED, M 1 µ. c 002 - L ' ZONED: M-1 USE FICc v11ti ,7 HOUSE ....>. --_ --- ._._.....__._-._....... .... ... ...._-... .__ _ - 1 --- ..._ 10. 3 ACRES -w """ USE F WAREHOUSE + - - _. +J.0 ACRES U Z W Ly CC zt Z Q W Q Z O Z W O c~i�0Q- N1A /7- U) Ny, LU m O O � Q z �Q , OVO3 Ln F- z w 64 37 o LU Iz � w LU w w rz C� 5 Q N M DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 SHEET 2 OF 5 EROSION 2VOSION & 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 soil intentionally transported from the pro,iect 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.Seaiment 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 fill 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, 11.3efore 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 de watering 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 sha# 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.A# 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: (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND FT INTO THE TRENCH, 4. RACKFILL AND COMPACT THE EXCAVATED SOIL WC_ FL05 �eI)III. lll V110 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE HIM,_ SOURCE: Adapted from ]installation of Straw and Fabric Barriers Or SedimpA_DgJr9J. PIATE. 3.05-1 Shmood & Tyaf EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the north side of Airport Road and 2200' east of Route 522 South, The purpose of this development is to place a 4,043 sf addition to the existing office building to be used for training" child placement, administrative work needed for Foster Parents, Existing Site Conditions This area is currently has an office building and associated parking and sidewalks. This area typical of the shale ground in Frederick County. Drainage is very poor and there are several areas of ponding. The owner and tenants of the office building have complained of mosquitoes during the spring and summer, The yard areas are also difficult to maintain Since there is ponding and "Soft areas" for several days after rainfall events. The drainage attempts to t7ow from the east to the west. Adjacent Parcels The surrounding areas are residential lots to the rear and business/industrial areas to the west, south, and east. The residential lots will be screened from this building and stormwater will not drain towards them, The area to the west is currently a vacant lot; however, there is an approved site plan for a hotel on that site and the plan clearly shows a stormsewer system that will receive our stormwater and route it through their pond. Off -Site Areas All work Including topsoil stockpiling will remain on site, Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Clearbrook channery silt loams (#9B), These soils ha ve a high water table, high erodibility, and "a drainage system is needed" for runoff, Critical Erosion Areas There are not any critical areas on this Site. 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 drain pipes with outlet protection Install silt fence and diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) 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, L1_J . o cl� C) L . Q r� Z) -NO� ; L,� Q:� C\4 c):� 4J LJ_J cz a, Qn QJ z cr� Q_ Z: C\4 �J IN k _ LLJ W 0a��r SuperElevated CL_ Q 2Z W ±Jl-. 0) �J (n (3 co vories 13.2' 12" OF 218 4.0 12.0 2'-7"(CO-7) 12. 0' 80' R. 0. W. - ROAD IS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION - NOT TO SCALE 20' of 20 GRAPHIC SCALE 518' IRF `tillA v. Z_ 51,5' IFF A TOP- 726.14' s S; S S X X X Y___ _ _X' J., 12---, 120' of 121CUP DD 50 262+_ 725 242 1: 27-0 25 6 27-i 26-6 C, CID L- 7-7 SF 270 + 20 26-i > 0. 2 9 + 2V 27-0 I27-f NV 724.9' -4 -2- J/ 24-d 8 25 -CURBING ZU Rllvr- + 26-1 + RIP -RAP r.EX. 26-6 7' T" V_ 72 2 7-Q IN 2 INV 4 724.9' 20 190' OF 4" & 8" PVC FEE WITH CLEANOUT 20 INV TEST PIT CLEANOUT .(Op)�,q 725 6' n�- 17-5 Z > APPLY 1.5" SM-24 4 . ..... f 07 F LU 0 LU 0J O > LU % J A < -A 41 -J. + 26-6 FN If LIGHT < x powk -p, J % 5'XI0 SIGW _3 ...... . _ \270 LIGHT SF) MRKE R TA"VSF0PV[R EX TRANSFORM EF HAA rA< EX TELEPOEPEO. _ ni- i IN, Top=72 7 727 4L_-- Y276 -" MARKE- Inv=725. IqVz�724.7 726 T RT /Alt" f X EX 24 Cklp 2.87 _J T fZ7,7' L ---------- -27-Z 27-5 28-9 2 VA OUTLET PROTECTION PIPE OUTLET CONDITIONS A I TEMPORARY DIVERSION DIKE 0/ 1/T_PT 79- in-yp wInTI-4 72) zppnq LENGTH wlnTp PMI ) TIF AREA �Qy) I A ado (MIN,) 1.0 cfs 2 8' 6 6 J. 5 Seedina Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4 ", 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4J Seed mix will consist of 75% Kentucky 31 Tall Fescue, 1 01yo Annual Rye, 10 % Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L d SECTION A -A _F 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 SOURCE: VA. DSWC Comnar.f.pd Soil LU a: LLJ < CD of CD QU k aq NLt) U) 0 U Lr) tII ru N r) U) T3 Z3 �2 QJ rNn (Z' UZ ILU DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 PLATE 3.09-1 SHEET 3 OF 5 3 � Q r___._.......____._ ___._._.__.___._._,_____. s.__._._..__.____..r.,_...___.._.___ .___._.__,_.__..._.__.___�___._ -___. ,... �__..._.._._...__._..__...._. 728 i ^+ 728 i , i _ 728 728 _ _ _._.._._. _ ____...___._.._ ____.._ _. ___..,_.__ _ _ _ I ! i W%1O od 1 i f I a i ULn 727 727 72 _ _.w.___._._.. _ _ _.__ , ._ _ _ 727 i ' f 1726.25 5 _ I i ' WIDE P _ 726 , f � � � � ._ ; 726 726 f-. _� _. . � _.l _ f - 726 � p 2q SLOPE TOWARDS B-B; m 7rn I ' 1725.33' ! ! P 5 WIDE �■� C i M v i r E i C I � 725 i i 725 725 L-.____�........_....._ _..__._____.....2 SLOPE TOWARDS STORMWATER,,COLLECTION AREA - 725 PLAN VIEW OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF 724 723 Stormwater Runoff Increase From Development Original Lot prior to any development A=1,50 acres, C=0.35,1=6.8 in/hr Q= CIA =3.6 cfs (10 yr) Fully Developed Lot A(1)=0,57acres, C=0.90, I=6.8in/hr A(2)=0,93 acres, C=O,35,1=6,8 in/hr Q=CIA=5,7 cfs (10 yr) The existing conditions do not allow proper drainage, This causes ponding in the area. The site plan approved on the western lot for a hotel collects runoff from this lot and routes it through a pond. By installing the drainage trenches and grading shown on this plan, ponding should be eliminated and the stormwater will be allowed to continue towards the west. Therefore, this plan does not propose any detention of storm water as it would defeat this intent. 0+00 0+05 0+ 10 0+ 15 0+20 0+25 CROSS SECTION A -A 1 '=5' Nor. , 1" 1' Vert. 727 726 725 724 724 723 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF I "_ 10' Hor. , I "=6" Vert. 728____.,.__..._.____..._._..___......___._...__.__-_--.-_...__; 728 730 - fit,7 __ _..,_.__ _._.I 726 728 ' 726 r__...__..._..._..____.___..___. _{. ,__.. __.__. . 724 ------- _------- i_._..___Ty;;� oiint� _OE_4 __.._. _. Z v�...._.._._ ...__.___ 724 726 722 _._..._. _ _ _...._._.__..__�__ . _._ ...__.._.... _ } _ ____..._. __ _.._ _ __ v . _ _ .....---. _..._....___; 722 724 720 ._...... . _. __ _.,... _ __A__ .._. _w.. .._._.._ . __.__.__...._,.. ____r 720 722 720 0+00 0+20 0+40 DRAINAGE DI TCH SIDE BRANCH PROFILE 1 "_20' Hor. , 1 "-2' Vert. 724 723 727 726 725 724 t USE 24' OF 18" RCP CLASS 5) AS A SLEEVE FOR ! THE DRAIN PIPES THROUGH THE PIER WALLS OF THE j ADDITION POUR PIER WALL AROUND PIPE AND APPLY j A MASTIC SEAL ON BOTH SIDES OF PIER WALL. f -_-__- i ! i i 724 0+00 0+05 0+10 0+15 0f20 CROSS SECTION B-B 1 "=5' Hor. , I" I' Vert. �...... 1 Wrap in filter Fabnc 4" Topsoil over #57 Stone 24" Ditch i P c- ; PIPE AND ONE RUN 0� 8" SDR -21 DRAIN PIPE _ 539 Q• TWO RUNS OF 4" PERFORATED 1, 190 � i I P � r _ Z � :_iz i E t f i I � p z. � s ; O , 0+00 0+20 0+40 0+60 0+80 1+00 1+20 DRAINAGE DITCH PROFILE 1 "=20' Hor. , 1 "_2' Vert. Typical Drainage Trench Cross Section 1"= 1' u LU �Z o ti g 4 Q q c W V WCZ, 0 0 w�wzzmQv u,r�V"r� C��OO�N H z cW G z a 0 cn H w LIJ S w w a LU w of w a 'Q N oM 7 D _ 3 C1� ' o ..+� v. o J s 728 Q 727.75' �o `"aft • c� O .726 p W z QP_ 4. W W 5 724 uW mr 723.0' FOOTING P BOTTOM o r 7 i 22 c O t O V irk icy W s W Q. W °= o.._ .. _ _i _. o720 O Q © ow ©a k N DATE: MARCH 6, 2007 1+40 1+60 1+80 2+00 2+20 SCALE: As Shown FILE NO. 0195 SHEET 4 OF 5 monprnl hnnkfill I concret e pad 1 "dia. x 6' deep finished grade ... ................ ........... .......... ... ................ ................ o NO 7-T trench width 7 777 8 .................. ............. - ....................................... .... .... 8. 4' stone I�N as req it ............. .. ......... select backfill screw raw type 48'min. adjustable a location marker valve box X, 6* dia. schedule 40 steel pipe filled with concrete,� and painted yellow 3' finished L 6. All backfill to be compacted to 95% of ASTM D698 maximum density. I18'dla. 6- joint valve restrained stone restraints to main ........................ .................... ....... .............. ............... .................. ......................... ........ ..... . ............. ............ grade X concrete encasement % T 2' V-6- 17 3' stone STANDARD gener-1 k--IAII 8" ston 24' select backfill 6" 1/2 O.D. 6" CONCRETE CRADLE 8. concrete 24' select backfill 6- 112 0. D. 6' CONCRETE ARCH 24" select backfill 6. 6" CONCRETE ENCASEMENT TRENCH & BEDDING 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 20 40 10" 40 20 REDUCER L • L -------- L 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 - 6" THRU 12" 1 OF "2- MAR 06 MAR 06 concrete pad 18" dia. x 6' Water finished grade 14" thru 36" GATE VALVE .9- concrete pad 16" dia. x 6' deep 4'stone J 24" min. Note: valve shall screw be spur gear type type adjustable valve box valve restrained to main 8'x 8'x is' solid block Forced Sewer MAR 06 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch -9 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 1 8 X 6 20 20 20 20 10 X 10 20 20 1 20 20 10 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 121 20 20 1 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE 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 - 6" THRU 12" 20173 .3- as required finished grade \V/\V/ 2' min. - 6' max. \ DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authoritys engineer shall be contacted for hydrant relocation. pad V-6'clla. x 6" deep 4" stone screw type adjustable valve box locator marker FIRE HYDRANT ASSEMBLY .10- finished grade - 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 joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). \XK X, X mechanical joint swivel tee with 6" branch APR 06 UP BEND DEPTH UP BEND RESTRAINED LENGTH 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) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10" PVC 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 PVC101P 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 30F3 MAR 06 -4- MAR 06 ELEC, CON. W i LANDSCAPED I AREA TELEPHONE CON jk ........ T1 ........ -D LANDSCAPE AR EA FH > > �Fy W/V F GA MARKER rRANSFORVIR - ------ A OAS EX TRANSFORMER 00 , E 41.45 TELEPHONE PE/1), r n1- i 585J'16" Top-728.07 11 77- 5 lno�:724-1' % IN 24;,' 4 CIVP 2.81, Z, �23 0 ------- r1) (1k " ! � J M 0 50 AIRPORT ROAD RT. 645 80'R N qA-F Ile DI-,3C 41 EX WATERLINE V 7JO 7JO 725 725 PITS REO'D 220' OF; 6" SDR41 720 fl- 720 i— . ....... 1BORE JACA Rtj 645 715 i CO 71 r, ----- - CN C.D CC 14 NILAJ Z! :1Z L2 tc L-AJ C) I Q3 2 21 --------- ............. ------- 0+00 0+50 1+00 1 -I-50 2+00 2450 WA TERLINE PROFILE 1 "=50' Horizontal, 1 "=5' Vertical LQ 4-J =3 V) 0 Lo Co U la LI) "0 Ei Rol C Q) Q -0 Q) 0� QJ 6 Z Q) X-_ Q� DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 5 OF 5 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP ®! Q Rev. Mar 2006 O w EXISTING FEATURES 1, The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water. V1, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) APPLE � C o 0 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, BLOSSOM ® ::3 EXISTING EDGE OF PAVEMENT .__.... _. __.. __ . _ _ __.__. _ - _ . - . 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 to C--C EXISTING EDGE OF GRAVEL 4. The contractor shall coordinate with and arrange for inspection by the Authority, , overn shall ent most strip g 9 MA j O "` o 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. AI/ construction shall comply with the latest U, S, Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia I U - - - - - -- - CURB AND GUTTER r �; 6, When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations -0EXISTING - -- a) The Authority shall furnish all labor and material, V3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition �a ° 1100� Fso EX, INTERMEDIATE CONTOUR b) The contractor must. of VDOT's Work Area Protection Manual. Furthermore, al! traffic control daggers must be certified in accordance with Section 104, 04(c) of i c� 1. make application and pay deposit the VDOT Road & Bridge Specifications. EXISTING INDEX CONTOUR 2. mark the tap location. o N ro EXISTING SPOT ELEVATION 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, ` aLX \ Q) j 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authoritys Inspector, controllers, etc,, owned by VOOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utilityfacilities or items that may be in conflict with the proposed construction active VDOT approval of these plans does not indemnify P P ty, PP P fY \ Z i �' 'Z EXISTING TELEPHONE LINE - - - -- - - - 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, the deve% er from this res onsibili P P h' AIRPORT N 4 CD � v, o k' It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. "' UJ � M EXISTING SANITARY SEWER --• -- -. - ._ •- --- --•Y - :�-- -•- Before a permanent meter is installed The box, its frame the V5. Design features relating to field construction regulations, and control or safe of traffic may be subject to change as deemed g g g safety y I g � SITE � o � � ' J EXISTING ELECTRIC SERVICE - - - - - - ':- a meter with and cover, must properly aligned with co ersetter, ) P p y g PP necessary by vDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. „_ \ SCALE 1 - 2000 b) The frame and cover shall be set to final grade. PROJECT INFOR MA TION EXISTING GAS LINE - - - - c) The distance between the top of the cover and the in p o per w shall be between 18"and 21 d) Al/ components of the meter box assembly shall be in proper working order, V6. Prior to initiation of work, the contractor shall be responsible for ac ulrin all necessary VDOT land use permits for an work on VDOT P q g ry P Y E ! �, EXISTING STORM SEWER _.:.. _:., . _, _ f .. - ,.:: _ .:�' - ,._ _. _ 9, For water and sewer services that connect to existing lines; right-of-way. Owner 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 -construction conference shall be arranged and held by the engineer and/or a Bassam Sabbagh - - ��' ' EXISTING FENCE LINE -- - - - >; 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. 103 Shannon Court , = "r EXISTING DITCH LINE c) The Authority shall furnish and install 5/g ", 3/4 ; and i" water services. Winchester, VA 22602 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 VOOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Phone - (540) 667-0259 i EXISTING WATERLINE W/ TEE property tine. T contractor shall furnish and install the meter vault assembly, The Authority will requires 48 hours advance notice prior to any required or requested inspection, install the meter. EXISTING FIRE HYDRANT r T,µ ° EA . FH 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. k Per e Proposed B ildin Setbacks e Cod Property Data Building%NIA EXISTING WATER VALVE -" '>°-'' M ~ 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 properties affected by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 64-(A)-45G Front: 50' 71, 4' (> d' ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address 311 Airport Road Left Side, of 101.7' m oy EXISTING REDUCER <' - - " r 11. All fire lines shall have a backfiow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified, Area 1.500 acres Right Side: 0 21, 3 Zoning B-2 Rear: 0' 51.11 0 ° A Q) EXISTING TREE DRIP LINE .: -, -- '- - ..;.._," I -,,_ _ - _._ ; . ,.. ASSE Standard No, 1048 or 104Z Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backf/ow prevention unit. Radio read remotes are required, Legal References DB 829, PG 402 9 Existing Use Vacant Parking Setbacks Per Code Proposed _r - 'n c: D f.. _1 , J V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Proposed Use Social Services (SIC 8322) Front: 5' 13.3' z =O PROPOSED FEATURES 12, FCSA to review the mechanical p/an(s) for design and material approval of, 1) the domestic water meter and its backfiow prevention Left Side: 5' 31, 0' 2irL device, and/or 2) the fire service line's backfiow prevention device. Right Side: 5 132, 0 �P p 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' 50.1 ' OD PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, o Open Space Minimum 25 /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 R. F.A.R.Maximum 1.0 z z v, W o z Q o z � Q) 1, Permits must be issued from VDOT prior to any construction in a public right-of-way. construction design can be determined immediatelythe attention approved by f the engineer and VDOT, Work shall cease in that vicinity until an adequate ed ediby t e ebroughtngineer to .A. Proposed 0. 04 Use For Parking Unit Tabulation z o o PROP. CURB & GUTTER PROP CG- 6 2, The Manual on Uniform Traffic Control Devices (MUTCD) in a Public must be adhered to when workingright. of way. V13. All fill borrow be inspected by VDOT to fill, Office - 8,573 sf 1/250 34 Build%n_9 Data LW � o o z areas, material and undercut areas shall and approved a representative prior placement and 3 ~ o PROP. REVERSE CURB &GUTTER PROP CG- 6R 3, The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testis is required, a VOOT representative shall be 9 4present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and lobed as belonging to a Type of Construction Wood Frame Existing Area 4,530 sf � � � Q a z W L project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 4,043 sf q w z m ° v PROPOSED CONTOUR 50 4, Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the Total Area 8,573 sf Total o o z = y o 0 v responsibility of the developer. All damage must be ,repaired to original conditions, Height Maximum 35 feet o Q PROPOSED SPOT ELEVATION + 50� V14. All roadway fill, base, subgrade material, and backfil/ in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Proposed I8 feet Total Parking Spaces Required 34 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 34 Q PROPOSED STORM SEWER PROP. 24 ADS �, 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 ,, accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified Sign Data # of Handicap Spaces Required 2 PROPOSED SANITARY SEWER S S S 6, The contractor will be responsible for adequate and positive drainage of this site, otherwise. Proposed Handicap Spaces 2 U") PROPOSED TELEPHONE -- T - T - T --- The contractor will obtain a Land Disturbance Permit prior to any site work or construction, V15. VDOTStandard CD and UD underdrains shall' be installed where indicated on these plans and/or as specified by VOOT, Existing Sign Area 32 sf Existing Sign Height 5 feet w PROPOSED ELECTRIC 8. All construction will be done followingthe laws and guidelines set forth b OSHA and VOSH, g Y # of Loading Spaces Required 0 Proposed Loading Spaces 0 Z 0 o 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 VOOT minimum design standards and is "' o the responsibility of the developer, o 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 VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, z o U w a y, Contact Numbers / ,./ S/ l eet 1n ex „ PROPOSED WATER METER i WM > as 11, All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction, w a Surveying &Engineering Firm: PROPOSED FIRE HYDRANT D& PROP. FH 12. All controlled fill must be compacted to a minimum of 95% dense following Method 'A' of the Standard Proctor ASTM-D698 P n' 9P V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction, Co ies of all Y p P AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to GreyWolfe, Inc, (540) 667-2001 Cover Sheet &General Notes Sheet 1 Ce a ce a professional soils engineer. A geotechnical report supersedes this note if provided, acceptance of that work. Unit and total prices may be obscured, Zoning Enforcement; Grading, Lanscaping, and Utility Plan Sheet 2 Erosion & Sediment Control 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 Department of Planning (540) 665-5651 Storm Sewer Profiles and Details Sheet 4 13, The contractor is responsible for contacting MISS UTILITY prior to an site work, A# utilities shown on this plan are approximate P 9 P Y P PP the dense control strip in accordance with ,Section 304 of the VDOT Road and Bridge Specifications and VTM-10, A certified compaction h' P g p p Site Inspections: Waterline Profiles and Details Sheet 5 w o ^o _ 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 Department of Inspections (540) 665-5650 a �t N 1-4 o to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Erosion and Sediment Control. NEIGHBORING PROPERTY LINES 14, The contractor will 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 Public Works (540) 665-5643 Sanitary Sewer and Water: EASEMENT LINE 15, An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Fred Co, Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 PROPERTY CORNER FOUND Q 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 Electric: Alleghany Power (800) 654-3317 PARKING SPACE TOTALS I2 17, for disturbed be left for days, tests, Certified copies of the test reports shall be submitted to VDOT daily, unless s edfied otherwise, A VDOT representative shall be P P y P P notified and the to be during the Gas, Shenandoah Gas Co, (540) 869-1111 The contractor will seed and straw, soil stabilization, any areas that will more than thirty given opportunity present construction and testing of the control strip, MISS UTILITY,• 1-800-552-7001 ADA HANDICAP PARKING STALL SIGNS V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to DEPARTMENT OF INSPECTION GENERAL NOTES A O 1, Office Buildings shall comply with the Virginia Uniform Statewide Building Code, International Existing Building Code, and section 304, use group B the engineer and VDOTfor approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zonis General Notes � SANITARY MANHOLE IDENTIFIER (Business), of the International Building Code/2003. Other Code that applies is IBC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities. ■ '� Maximum 1, Exterior lighting will be provided by wall -pack lights attached 2. The proposed 4,403 sq it office building shall comply with height and area Table 503 with applicable increases. Minimum of two but not less than 50% of required egress shall meet ANSI Handicap. Sidewalks shall maintain 5% slope or a ramp shall be installed that meets ANSI Handicap, Section be determined by i n the engineer an VOOT, d b d eapproved � STORM DRAIN STRUCTURE IDENTIFIER Environmental Existing Disturbance Proposed to the building & lightpo/es. e 506,2IEBCshall apply to this addition (ADA 20916'rule) 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 LIGHT POLES 3. This type of structure shall be subject to special inspections according to Chapter 17 of the IBC (soils concrete etc.) 4, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, Flood lain 0 acres 0% 0% p neighboring properties, 3, Outdoor trash receptacles will be in an enclosed six (6) foot r ti Z ® �, ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. Lakes & Ponds 0 acres 0 % 0 % fence. v j LOCATION OF TEST PITS ® 5, Maximum slope across handicap parkin stalls shall not exceed 2%, All required egress doors shall be accessible to a minimum exterior area for assisted rescue section i003.2.13.7IBC. Note fire ratings around this door if this section is utilized, g V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT`s installation criteria, Final a rova! of uardrail la out PP 9 y to be given by VDOT after grading is mostly complete. 0 0 Wetlands > IAC 0 acres 0 /0 0 /0 4. This project will not disturb an environmental features as P I Y w Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. FIRE MA RSHALL GENERAL NOTES TRIP GENERATION DATA EROSION & SEDIMENT CONTROL FEATURES Natural S. W. 0 acres 100/0 0% Retention Areas 5. The owner will be responsible for obtaining or granting easements shown on this plan, Q o j (6 Ov LIMITS OF CLEARING &GRADING - - - - - - - - - LCG Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties P P involved. Q U U Qw INLET PROTECTION ® /p 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2, "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be placed �, j w W zt UJ ITE AM PEAK HOUR PM PEAK HOUR 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, underground. ® Q t?�. 4` CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL ADT OUTLET PROTECTION ®O 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, 1 APPROVALS SP # 18- 07 710 General Office Building I 8,573 sf 111.911.6 13.5 12.2 10.8 13.0 95, 8 CHECKDAM -4w @ P RESPONSIBLE LAND DISTURBER DIVERSION DIKE h OD V DATA TAKEN FROM THE I, T,E. MANUAL 7th EDITION Frederick County Zoning Administr or Date SILT FENCE W/ WIRE SUPPORT x x x SF NAME: 0 � � �� J SP ado®� Final Site Plan Approved by Frederick County Planning Department Reviewer Date LANDSCAPING NOTES RIP RAP RR CERTIFICATION #: 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 o ST EXP. DATE Landscaper must stake and guy all 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: MARCH 6, 2007 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 re -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing an P g q g P g y 3. Landscaper shall use shredded mulch in a# 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. 0195 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 LA ND5CA PING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 39110 = 4 Per Impervious Area 1 per 2, 000 sf 24, 98812, 000 = 13 Perimeter 165-27-B-11,a 17 Green Area in Lot 5% of 13,625 = 1, 064113, 625 = 681 sf 8% provided Zoning_Buffer Evergreen 213 x 228%3,33 = 45 E--Deciduous 113 x 228%3.33 = 23 Existing Trees (to be saved) Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity or Credit FP Flowering Pear Pyrus Calleryana 4-5" Caliper 18, Yellow 10 WP White Pine Cupressocyparis Leylandii 4-5" Caliper 35'-45' Green 30 Proposed Trees Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height CH Chinese Holly Ilex Comuta 36" Tall (Screen) 4' Purple 21 FP Flowering Pear Pyrus Calleryana 2" Caliper 18, Yellow 30 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' Green IS ��. C�_ 3" Saucer -4 Prune out any dead or broken branches, remove oil tags, labels, strings, wires, etc. from plan. 2-3" mulch Set top of root ball equal to or 1-2" above grade. / Remove container; use sharp blade to make ;^ (our 114 "-1 "cuts the • •'' /en th of boll and cut a X on bottom of ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead - h-t-n branches. a// togs, tobels, wires, etc. from S" mulch Set top of root boll equol to or 1-2" above grade. e rope dr burlap oat boll. Dig hole 2-3 times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Survey Note: Boundary Survey data shown per recorded survey plat by Douglas Legge, LS, in Deed Book 829 on pages 404 and 405 at the Frederick County Circuit Court Clerk's Office, _n 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 CG-6 RZIVZA,A NOTES: " — — — - " 1. H/C SPACES MAY NOT EXCEED A 29 SLOPE. 2. RAMP BUILT TO VDOT 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. R7-8 HANDICAP PARKING S7 (12" X IB RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REOU/RED TO ACCOMMODATE THE ADDITIONAL LINES j VAN ACCESSIBLE R£OUIRED EFFECTIVE PENALTY $100-500 ✓ULY 11 1998 TOW -AWAY ZONE � V PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) Prune codominont Ieodexcr-- -Rom""-• 00 NOT prune terminal leader or branch tips Prune rubbing or cross branches"- Prune narrow crotch angles do water spouts - Prune broken branches Remove tags and labels. 1� Cut away a!I balling ropes Prune suckers2"-3" mulch kept Remove top of wire basket\ /away from trunk Soil well to -contain water Bockfill soil Partially backfll, water to settle Widen and s� �--�_ soil, finish holes in wall bockfilling Lu Area for water Remove container and cut °S drainage (Pipe circling roots it or tile could contoiner-grown, or as be installed) much budop as possible it Leave solid soil pedestal - do not field-g(own dig deeper than boll depth Dig hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) 4 " OF 3000 PSI CONCRETE W/ ` FIBER p 4" OF 21-B COMPACTED TO 957, DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 3 " OF SM-2A 6" OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING AREA 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. OPAQUE FENCE DETAIL N. T. S. 64-(A)-50 ROBERT & JOAN BROVIN D8 526, PC 574 1 ZONED: RA USE: VACANT 40.5 ACRES 5/_R' IRF 64-(A)-419 ROBERT & JOAN BROWN DB 526, PC 235 ZONED: RA USE: RESIDENTIAL 10.5 ACRES S 58'53 23" E � 228.16' 64-(A)-48 RONALD M. ROYSTON ,f O60003170 ZONED: RA USE: RESIDENTIAL +0.5 ACRES TOP- 726. 14 :° S N x } �r A i6 11. s.:: f r 1 S �t••'x. 1, Y INSTALL 6' TALL LEnAND CYPRESS IN GAPS BETWEEN EXISTING TREES At 5' ON CE INS- ALL 6' OPAQUE BOARD ON BOARD FE E ,, Enclosed 25 INACTIVE BUFFER Dumpster Pad h 1.26 8 120' of 12 CMP •' 725 24 / , 1 BRL (BUFFER s 26? 271+ 255 26_6 273 50 00' z - I 64-(A)-47 RONALD M. ROYSTON J050003170 ZONED RA USE.• RESIDENT14L 0.5 ACRE- S I 64-(A)--46 RONALD M. ROYSTON J, 030000'485 ZONED: RA USE: RESIDENTIAL f0.66 ACRES 6' 72 cow + 3' Door 270 0 4 ^a Pr. Office o } 20, 00' Q' 24. 5 51 4, 043sf 26 6 co 00 26 3 N 53, 00 FF=727.75 + _ _ N 111 T26 s 6 00' ai , , f' 259 4 ,+ 27-0 ° o i 5'R 724 9 27 6 64 - (A) - 4,5L 8 TBR _:. -(� ° ADAMS FAi�7/L Y 24- iBR ,� �` 26'4 a _ . _.. -LIMITED fARTNEIi SHP -._. EMOVE CURB/NG - 0 a _ + 261 o 0 J060018450 -F RIP -RAP � ZONED: B-2 5 R, a USE VACANT oun • F fain 1 6 ACRES g� 6 a EX. CbkR CUT o i. j — 1 YARD , l \ INK ; i t 4.5 R - s� 27� HYDRANT 27 q 7 /R + 0 /NV ° :f 4 26 4 724,964 FF=727 30' = =ter Tr E PFOPI F TO GPEOP' E . -_ TEE W1TH CLEANOUT 8 JNV ` r �f 0/I 190 OF 4 & 8 PVC ®0.59 TEST PIT HEAL T OU!) DA Ti, , CLEANOUT 5 26 + 725.6' T r z 27 '} r L /�.� G ADJUSTED TAPPLY 1.5SM-2A HE 1.30' DIFFERENCE IN ! " 6 ,_TBR X USE: OFFICE _. O ELEVATION DATUMS BETWEEN SURVEYS. C,< ��w�. u _ 4. E_ Y � � AIR f r Y , HVAC -- cV t, ;a �_ % ('f { ... Ex. Office HVAC , THE BUILDING, PARKING LOT, ,' t r { < , - - t � ��.>� = _ 3 3' ODOR 4,530 sf AND UTILITIES' HAVE NOT BEEN t; .. \ a!w,; -- FF=727.75 CONSTRUCTED AS OF JANUARY, ` 2007, HOWEVER THESE ITEMS If' �, `u CRAWL SPACE ACCESS �{ ARE SHOWN PER SITE PLAN 23-03 TIT a,! LED "RESIDENT Q) r o 3 EL EC. CON, Ph SUITES OF WI,NCHESTER DATED LANDSCAPED APRIL 1, 2004 AND APPROVED A-0_:, �\ AREA A -A APRIL. 26,._ 2004._ u , TBR TELEPHO , NE CON LANDSCAPE[ 268 213 ^ •t , = a , ARE FH , LIGHT 4Y , pR0 , P OSE'p 35' BRL F/RE :6�dNE 'XS 1' 10 ' SIC1V` TdR,. \ f 27 \f E W - .,.. y 3� 27 b LIGHT _. �..« - - w 1 asa, N� PROPOSED FIRE ; ; _.�... __..- _ �. ;; CAS MARKER Fx, T2A "FOPi�;l FEX rE/� - - HYDRANT PER .'. �,. _..-. ,s , __ -_ _ , - EL _ i PONE Pt \. tl41. APPROVED SITE %a - �-- ;; '' a - — -- - — — — - PLAN 23-03 : -. c y ;, ° ' ,' ; ,'�! o - 0 , 727 r �.�"" _ ;. t l v-724:7 7 6 : Ir1 - ;. GAS MARKER ! f, .._ -. - / r ` _ � ,ry,,• Ni :;?,22r8 � �,`' �' EX 4 -� '�� 727 _ rt v 72 . 2 CA1,P 2 8 i - r 189 �-' _ . 5 &� IRF ARC ';_. 7 „ � --r 27- i 27 5 ? 280 _ _ _ : _>« - . g150.0, 11 V i} S K -- 2,200'+ 3,600'+ 27� _.. - - :i DISTANCE �' _. - `" - _. __.. W slcNr e AIRPORT RO AD ;\ -. 64 CD n 8 0'R . W, {� O - _• { 1 t DI-.3C r S = 64-(4)-451 j 1, TAP BYFCSA I - GROVE -COMAS, LLC F I� i1A..TERLINE z , : 10 300`'9451 ZONED: l 9 1 iIS : OFFFICE-W,4REH0LlSE 1 +J.0 ACRES 6' ( -40K AIRPORT BUSK IL SS PARK, l L C DB 949, PS 104, '/ �f . OFf l(,'E- YJAREH0IJSE L 10.3 ACRES Winchester Regional Airport Notes: 1. During the construction phase of the buildings, all cranes will be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit, Intended hours and dates of operation should be coordinated with David Foley, Operations Supervisor Winchester Regional Airport Authority, no less than forty-eight hours prior to start. 2. Outdoor lighting should be shielded and amber in color in order to minimize light pollution to pilots approaching the Winchester Airport. 3. Any trees planted as part of the landscaping should be of the type that are slow growing with a maximum mature height not to exceed the elevation of the proposed building to avoid future airspace obstructions 4. Controlled burning should be prohibited due to the close proximity to the runway and since the property is within the flight pattern of the Winchester Airport. Unsuitable materials should be hauled away from the construction site appropriately. 20' 0' 20' GRAPHIC SCALE W O �W�Zm� O Q Z 4 Z W Q W ck� c O p UO O ce Z w�� C) Z�t cr-mZ�',i Q Q) �X � �O��v W�Qw� 0Z N - z w 2:F- Lf) o z U _ Z w O 0 C z W w W 06 LU LLJ a n>> W [1J fY cl� �W CD d Q rj CD M DATE: MARCH 6, 2007 SCALE: I" = 20' FILE NO. 0195 SHEET 2 OF 5 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, 1. 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 soil Intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. t vegetation shall of b considered established until a round cover is achieved that is uniform Permanent vege all n e onsrd ed estab ed n g , 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 alter 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 trapshall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than ree acres, y p 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 fill 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, 113efore 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 nonerodib/e 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 of)` -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. 18.0 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: (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. EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the north side of Airport Road and 2200' east of Route 522 south, The purpose of this development is to place a 41 043 sf addition to the existing office building to be used for training, child placement, administrative work needed for Foster Parents. Existing Site Conditions and associated parking and sidewalks. This area typical of the This area is currently has an office building top g shale ground in Frederick County, Drainage is very poor and them are several areas of ponding, The owner and tenants of the office building have complained of mosquitoes during the spring and summer. The yard areas are also dl>ficult to maintain since there Is ponding and "soft areas" for several days after rainfall events. The drainage attempts to flow from the east to the west, Adjacent Parcels The surrounding areas are residential lots to the rear and business/industrial areas to the west, south, and east The residential lots will be screened from this building and stormwater will not drain towards them. The area to the west is currently a vacant lot; however, there is an approved site plan for a hotel on that will receive our stormwater n r i through site and the plan clearly shows a stormsewer system that ece e u sto ate and route t t oug their pond. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows C/earbrook channery silt loams (#98). These soils have a high water table, high erodibility, and "a drainage system is needed" for runoff, Critical Erosion Areas There are not any critical areas on this site, 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 drain pipes with outlet protection Install silt fence and diversion dikes immediately n reaching final rad Grade site and seed all exposed sun`aces upon g e General Erosion and Sediment Control Notes (VESH Table 6-1) 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 notifted 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, A# 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. Ir Eli L-Li go oZ Cr Flow III I„ III w O O to .,cat. I Super 4• o o • Q Elevated o W d- N Fr Q) 20' Cn ±JX 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE .- FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ci varies I _ ' ;. •.. (� 12 OF 21 B _ f 5IIII � IIII f 13.2r4. 0' 12. 0' -1 1111 FLOW 2 '- 7 "(CG- 7) 12. 0' r / III �=/III 80' R.O.W. - ROAD lS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION - NOT TO SCALE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Adapted from ]nstallaUon of S"y and Fabric Filter Barriers for Sediment Contra], PIATE. 3.05-1 Sbenood 3 iJeei 5i5' lR for s' pis` 4q 1 �.�.��; `.iw�r- ��s•.,w.�.•.a��w .�� Lw�ai.R'. 55I,H ��,,w r♦ 'f�,o 'i .y r .�.�: .f ~.5 \ 'f �� ,'lvf. \1d i. 1 t, �'.- -�,, , ,r�, _. �i%% - , 'C�. � �i i '`,, Y" ..�' „ ,, ,. ..i~< ., Y , . .. t \ � •,� , Y � .f,� : _ },. n r v. h 'v _Q: r r. r � - .._,.,�., % ......,..,»ft,-t• :n .,.fit. C, 1` � " � � .. ' f. X X I - _ ____ _ -.____ - - X X X X �X X X X X X 20' o' 20' GRAPHIC SCALE titi� r DD 26 8 120' of 12 "CMP 00 i 25 26? + 7 Z 5 - >t 7 24 25 s 26? 3 27 + 27 266 27 0 7 7 o�" �- >r I .. .. 270 0 , i 23 26 4 >< 6- +26-9 r 25 9 + 270 0 /N V - 276 0 r x 24.9 f,� �1 26 4 'ri - , _ 1lNG E -�- RIP -RAP k X 260 - a UBcurl, I s /ftV,4 � 7, 272 27 • -+o Y 264 724.9 I , 190' OF 4" & 6" PVC 0 0.5% �E WIC _ TEST PIT CLEANOUT 26- lNv I OP };� CLEANOUT 27- - -F 725.6' �- P M- 2A APLY 1.5 S r i r , Ilip ��NIA tip'- �O J m �y i 0 �Q Z) J 1/1 03 �?ozWo 5 a oQ -•o m�z U4ZOO��oL �L��a it zmov q W Z = OO oN z c� w CL tit Z LLJ > O'd 1 it�l DD Lu w t i x I 1 ' } ww + C r a a , - r i r` n iJ UC B W C7 0 -- L FHA \ ' < N o Q CULVERT SIZE 0 N 10-YR WIDTH A APRON LENGTH WIDTH B STONE J AREA SY 1 811 1.0 cfs 2' 8' 6' 6" 3.5 Seedino Schedule (Der section 3,32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 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, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5,) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, FILTER2; PIPE OUTLE? TO WELL DEFINED CHANNEL SECTION A -A . KEY IN. 1.IH /• 1 FOR ENTIRE PERIMETER USINGNOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 1 1 STONE MAXIMUM DIAMETER, Source:LESS THAN 6 INCHES. I SOURCE: VA. DSWC Comnacted Soil (1) W rU 1Z rL ,o o� WCk� W�. Q O Z V W� Q W zo ZLiz 0 U DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 PLATE 3.09-1 SHEET 3 OF 5 PLAN VIEW OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF 728 _. __. _ _ _ 728 727 _ _ _ _ . _ _ . _ _ _. __ ._ _. _ 727 726.25' 5' WIDE 726 726 2.7, SLOPE TOWARDS B=B 725 __ _ _ _ _ _ _ __ 725 724 724 IN,;L,-j J 723 ' _ _ __ _ . ___.. _.__._ _._ _. _ _ _ __ _ -. _ _._ _ _. _. _ _ _ .._ .__ ._. 723 Oig m ` aj CL dio 0 o;o 0 0+00 0+05 0+10 0+15 0+20 0+25 StormwaterRunoff Increase From Development Or/ginal Lot prior to any development A=1,50 acres, C=0.35,1=6,8 in/hr Q=CIA=3.6 cfs (10 yr) Fully Developed Lot A(1)=0,57 acres, C=0.90, I=6.8 /n/hr A(2)=0.93 acres, C=0.35,1=6.8 in/hr Q=CIA =5.7 cfs (10 yr) The existing conditions do not allow proper drainage, This causes ponding in the area. The site plan approved on the western lot for a hotel collects runoff from this lot and routes it through a pond. By installing the drainage trenches and grading shown on this plan, ponding should be eliminated and the stormwater will be allowed to continue towards the west, Therefore, this plan does not propose any detention of storm water as it would defeat this intent. 728 ____ __-.._, - _ ___ ._---- . ___ -_ ___ i _ . _ .- .___ 728 726 _ _ _ __ __ _ .._ _ .- _ _ . 726 ' p 1.037" o LAJ 724 _ ._._ _ _ _ __ _._ _ . _.__.D _.` ._. 4" iW0 RUNS OF _. _ _ ._ z _ cam._ __._ _ __ 724 PERFORATED PIPE ONE RUN OF 8 AND SIR-21 DRAIN PIPE W o o � 0 722 W z o., Q 722 J i Q Q q 720 720 L �N o�31I �;II i O :c O!Z 0+00 0+20 0+40 DRAINAGE DITCH SIDE BRANCH PROFILE 1 "=20' Hor. , 1 "-2' Vert. CROSS SECTION A -A 1 "=5' Hor. , I" I ' Vert. 727 726 4" of J57 STONE FILTER FABRIC BETWEEN LAYERS w STONE 3"6" DIA, BOTTOM LINED WITH_ 725 F/1 ft FABRIC! .__ ----'Y S B0lH R1UNS OF 4 ", LOPE PERFORATED MUST £X7END TO THE TOE OF 3 SLOPE I ALONG THE BOTTOM W 724. 0 0+00 0+10 0+20 0+30 0+40 PROFILE OF STONE DEPRESSION AREA FOR STORMWATER RUNOFF 1 "=10' Hor. , C= 6 " Vert. 730 Z 720 0 I 0 727 728 727 726 725.33' 5' WIDE 725 27. SLOPE TOWARDS STORMWATER COLLECTION AREA 724 II ,O 723;_ _ _ LW o'o Op.m i 4. 00 0 o O o 0+00 0+05 0+10 0+15 0+20 CROSS SECTION B-B 1 "=5' Hor. , I "-1 ' Vert. o� _ 728 I 01 0 0 C L6 O o 0 727 f L. C: i fl'3 f .0 o >1 N o N 726 31 i Cr. � L� j U) � o C 725 J 4 C7 724 723 .NIA Zm yy < oo o p �o _ - Ln tV D 0+25 �gozILL, � ceZQW�pI- gLIJQZ-1LIJ �O WC-) z C Z Z v O N Wrap in Filter Fabric 4" Topsoil over #57 Stone _U4 cn W 4 o °° OO N o LQ Rj W -a z oLU o o CL CL 24°Ditch w W w0.6 < U) CC WW n. a w w ar1j Typical Drainage Trench Cross Section C) na RUNS OF 4 " PERFORATED PIPE AND ONE RUN OF 8" SDR-21 DRAIN PIPE _� - _ q nN0 190 @ Q.53 723.0' FOOTING BOTTOM CIZ Qt::-_ _ o W LLJ QF C'� v ~ � 4 O ! c) N PICo o o _, m Qu _ Q Q w O O O O o j o O Z ih O O O �, •� d ! ry cp cp �, O) O + y o z +Z + O O 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 726 v a. 724 o 0 zv 722 Cat 720 DATE: MARCH 6, 2007 2+20 SCALE: As Shown DRAINAGE DITCH PROFILE 1 "=20' Hor. , 1 "-2' Vert. FILE NO. 0195 SHEET 4 OF 5 �: , ��". �.. /� �! ��r �,, � _ n �� 0 LANDSCAP [L CC. C %i ■ >C general backfill concrete pad ig" dla. x 6" deep finished grade ^aC `/ /� `N%` ' ✓/�/ % + �X° Af'[A a 4� •-- r r r� �+ TELEF CO N IvE o Op trench width t i wired8. LA1VDc ADL I 4• stone Cl?( 6' dla, schedule 40 steel \ AREA 24°select screw 48'min. �, > 3' i.. .............\\ i iti1: O typery\{\ pipe filled with concrete backfill location marker adjustable alve box\\ and painted yellow! Q finished f F joint valve restrained l�\\/��. \ grade i L e, All backfill to be compacted to stone restraints -to main I 95% of ASTM D698 maximum -, , �/ 1 \\ jsi I I density. ;: diconcre �� i v,5 ^ \�>�\ :� \ encasement / !« \ n / ~- sto a ... .... . r P �n STANDARD ?i:?i ii`:. r`i ?.i 'l\\ C \{�j �O �� \\\ I °� (bp 14 p 18" to 24' 8'x 8N 16' solid block \ � C N general backfill general backfill for 12'valve BOLLARD DETAIL tY 8" ffirU 12' NOTE: C W holes h be s / s o al not subject o be submerged. rged t - 9 Weep shall edt in s b a .I 0 Installation Is In an area having a high groundwater table, the s�i.. ;,_ , , -.,:..s.,.....,x.,......�';_.."""is�:1�,'.`�>^.?'."i..�.,....._....�'.<.....�w..«.,:._ti�f5•{ ."�°�'_•.x ."..;v:_.._,,.., 9 9 g \\ VI 8• > --- 8" 8' Authority's engineer shall be corrected for hydrant relocation. concrete pad 18' -� concrete "'` concrete pad 18' dla. x 6' deep finished grade dla. x 6' deep Q M U 24' select 24" select backfill backflll \ _. _ .. _ _ J Q) - t; 0 stone _ 4 stone � concrete pad 1 -6" dla x 6' deep . , g• v ` g• screw type adjustable Note: valve shall 4" stone 24' min. finished as required y %TRA%iSF�R��ER f be bevel ear 1/2 O.D. 1/2 O.D. 48' min. valve box type g grade -. �0 l E� • ,. • : • .' valve restrained to main }a r T4FfIv F . JFr'M r� r ...i. m8%�� FL_ f Ch� 1 i P .....11 ... i Note: valve shall ram' �"� \� � � w �./�; � r� `•�. fi� <. _ . \ •� 45' ,. ........... r. ................ concrete `6' stone 6" ;...:.:::�::.;:. spur — -- _ — —. .►- screw be �- ... � type type �� \ rcC�./�"•u�"�----4'stone .r�� p_ 27 - - CONCRETE CRADLE CONCRETE ARCH ';: L adjustable ' 0 728.0•{ 7 � i •. 7 stone to be screw type In 724.7' 726 general backfill valve box /{ minimum of 6 adjustable ,' InV=725. . Y valve box locator marker `f? "..t_ J ,•�— 60" min. f above top of base over-excavation stone............ ...........: one t :•:::.: •.,... .. stone ................. ............... .. ...............................restrained .. ... 8" ................... . .... Ov � n e. .. ....... ................to main joint ✓ , tf1 restraints _ -�+- 24" select e'x 8 x 16' r S '-Z backflll solid block ? L _ + U,c Nt solid block s UJ Water Forced Sewer Oyy 0 ~ � COO 7 concrete 6° \.� �, .�... �,.�: �,�. � ,.., _ mechanical joint r _ . -.s._ - 0 50 AIRPORT ROAD r �' CONCRETE ENCASEMENT 14" thru 36" swNel tee with 6• branch 4 ti'.. RT. 645 o TRENCH & BEDDING GATE VALVE FIRE HYDRANT ASSEMBLY \ - 80' R.O. W. N 45 MPH z �O -1- MAR 06 -g- MAR o6 -10- APR 06 1 ill _.... 1 i }� try '•. _ -. ..__— -.. �.... li,t Q finished L I grade i }`11. LQ Z O w Q 0 In addition to restraining each joint of the tee, (1) any joint Dt - 3C z, that falls within the recommended length on the branch o W Q Z t- I�I outlet (Lb) piping shall be restrained, (2) any joint that falls Z V W W Q ? Z Both joints of the fitting shall be restrained. In addition, all joints within the 1 within the recommended length of the run (straight through) DOWN BEND I TAP BY FCSA I � � V Z W iI recommended length (L) on the large side of the reducer shall be restrained. outlets (Lr) shall be restrained. DEPTH 4 FT. MIN, I C< Q = 77 O 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 -- -- 20 40 to" -- -- -- 40 -- -- -- 20 REDUCER A cross shall be restrained per a tees requirements for Lb. - ., - - - u 0u - I -tLd Z A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. r !") - ;r "`" 0 E,v 12' i^IATERLII UP BEND DEPTH _.. DOWN BEND F RESTRAINED LENGTH ~ O Z U Existing LU ZO p I Lu --�I �5' min. Pavement - 5' min. 0 L Vertical offsets contain down and u bends. Z v0 w TEE, CROSS, VVYE On down bends, one joint faces horizontal and the Edge of VDOT Edge of VDOT r—, � tri other points down. On up bends, one joint faces / Right of way Right of way 730 7,30 � w whorizontal and the other points up. Each side of any W 1 L vertical offset bend shall be restrained. In addition, any tY joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH � � L _ I .,f L 1 side of the fitting shall be restrained (Ld, Lu), w w as �In addition to restraining each sidle of the bend, any joint that calls within the recommended length on each side of the bend shall be restrained. In addition to restraining the connection, any joint that falls \ within the recommended length (L) shall be restrained. 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 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8" to, 12` 6' 8" 10' 12` 60 60 80 100 40 40 60 60 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 20 12 X 6 20 20 20 20 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 8" to, 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 RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN, 5-12 FT, SIZE/7YPE DEGREE OF BENDS td (DOWN) Lu (UP) SIZE%11'PE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 to' DIP 45, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 11' PVC/DIP 1 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10` PVC 45 40 20 12" UP 22.5 & 11•25 20 20 48" min. water 36' min. sewer 725 ._. _ _ 725 _.. spacers (see notes 1 & 2) joint restraint TEST PITS v w o 0 REO D z a N o �t- 720 720 casing pipe or carrier pipe end seal tunnel liner 62' OF 16» SLEEVE 220' OF 6" SDR-21 RORF & JACK 1/NDFR RT 64.5 VALVE, DEAD END (PLUG, FIRE HYDRANT) HORIZONTAL BEND VERTICAL OFFSET SIZES REQUIRED m RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 71.5 - - 715 �„%' CARRIER PIPE CASING PIPE Wall 0 W -2- MAR 06 .3- MAR 06 -4- MAR 06 / Thickness U ZI Z n \ Dia. (") Dia. (� ckness (") v cn W 4 or less 12 .250 h �,< , C� x Q 6 16 .250 8 18 .375 SECTION Z `10 20 .375 NOTES: _ I' Z__ 12 24 250 1. Separation of carrier pipe from casing pipe shall be by clz' O 14 24 .375 manufactured steel and/or plastic casing spacers. v v N ^ ` a v 15 24 .375 2. Spacers shall be placed on spigot and within 10 Inches of I i I I I Q W ter.~,� v) (Ji 16 30 .500 connection to bell; then 2 spacers evenly placed on length I I I O O cV O Lr �o O Q V ti 18 30 .500 of pipe. Q O O N N Z J 20 36 .900 3. Carrier pipe within the casing shall be restrained O Q O ^� �\I 21 36 500 4. Water service lateralsW j a. Casing pipe sor Casiihall be SCH 40 PVC SDR 21 ti p i+ 24 36 .500 1) 3' diameter pipe for 1• service lines 0+00 0450 1 +00 1 +50 2+00 2+50 �O � � � � Q ( for larger pipe use tunnel liner) oC 2) 6' diameter pipe for 2' service lines Q_ cz b. No spacers or sand fill to be installed WA TERLINE PROFILE U-1 1"=50' Horizontal, 1"=5' �ertiCGI J v W W or V �o ZZ HIGHWAY CROSSING -rJ- APR O6 \� r V DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 5 OF 5 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP ■ ! UU Q Rev. Mar 2006 O � EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water V2. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) APPLE C 0 0 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, BLOSSOM EXISTING EDGE OF PAVEMENT _ ....:..... __.... _.. _.... __ . . _._.... ` 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 MALL 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. most stringent shall govern. , p o 0 EXISTING EDGE OF GRAVEL ____ ....................__......._____ __._.._...._ 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 (OSHA), and Virginia U - - - - - - EXISTING CURB AND GUTTER 6. When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations. .106, a - - - a) The Authority shall furnish all labor and material. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition ° o EX. INTERMEDIATE CONTOUR <r;��' b) The contractor must: of VDOT's Work Area Protection Manual. Furthermore all traffic control tla ers must be certified in accordance with Section 104.04 c � 99 ( ) of S 0 M 1. make application and pay deposit. the VDOT Road & Bridge Specifications. �� w ° EXISTING INDEX CONTOUR 2. mark the tap location,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, i�d LX Q � � � EXISTING SPOT ELEVATION :. , . 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, controllers, etc., owned by VOOT or private / public utility companies. It is the sole responsibilityof the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction active VDOT approval of these plans does not indemnify .ty Y P P activity, PP P r3' \ 'o � `' 'IZ cu � EXISTING TELEPHONE LINE - - - - 7 - - - 8. The Authority's maintenance department shall furnish and install all water meter through 2 in size.P the developer from this ies onsibili �' �, AIRPORT (n a +� a, o It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. ,` ; EXISTING SANITARY SEWER S, M...- .... ... Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. o "= ` SITE ! J EXISTING ELECTRIC SERVICE - - - "- h SCALE 1 2000 b) The frame and cover shall beset to final grade.c) / MA TION PROJECT INFORMA ( EXISTING GAS LINE The distance between the top of between 18"and 21'; d All components of the meter boxhe cover and assembly sha l be in � proper working orrsetter shall beder ) P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT righ - -way. t of r EXISTING STORM SEWER 9. 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 -construction conference shall be arranged and held by the engineer and/or _.. - ._..... ;.. 'e �S Owner Bassani Sabbagh EXISTING FENCE LINE - < - - - - developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. b) An Application for Service must be made and fees paid before work will begin. 103 Shannon Court EXISTING DITCH LINE c) The Authority shall furnish and install 5/8 ", 3/4 ", and i" water services. Winchester, VA 22602 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 - (540) 667-0259 i EXISTING WATERLINE W/ TEE -- - - 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. install the meter. EXISTING FIRE HYDRANT .:? F' % 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 CIA EXISTING WATER VALVE _ 10. An water service line must have a backfiow prevention assembly double check valve or RPZ, as re uired .The assembly must meet Y P Y( required), Y Furthermore access to otherproperties ernes affected b this ro'ect shall be maintained through construction. The Developer have within P P Y project 9 P Tax Map Number 64-(A)-45G Front: 50' 71.4' �G d- EXISTING REDUCER ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. P P P P Address 311 Airport Road Left Side: 0f 101.7' Area 1.500 acres Right Side: 0 21.3 g y 11. All fire lines shall have a backfiow prevention assembly (detector double check valve ora RPZ s required). The assembly shall meet Deficiencies shall be promptly rectified. Zoning B-2 Rear: of 51.1 cod` � r-,p EXISTING TREE DRIP LINE _ .,_:"....-.,:..:.. ; _:..... ,...... . ; ... ;... _ , .... _.:,.. ,..., - service meter. This assembly shall be ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire s P Y installed immediately before the backf/ow prevention unit. Radio read remotes are required. Legal References DB 829 PG 402 Existing Use Vacant Parking Setbacks Per Code Proposed = - `^c� D E- *_J , cr) J h V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Proposed Use Social Services (SIC 8322) Front: 5' 13.3' z =4 PROPOSED FEATURES 12, FCSA to review the mechanical p/an(s) for design and material approval of, 1) the domestic water meter and its backlow prevention Left Side: 5' 31. 0' device, and/or2) the fire service line`s backtlow prevention device. Right Side: 5f 132.0 O V11. 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' 50,1 ' PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, Open Space Minimum 25 /o = 54,075 sf P o PROPOSED EDGE OF GRAVEL PROP EG V12. An unusual subsurface conditions e Y (.g, unsuitable soils, springs, sinkholes, voids, caves etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that Open Space Proposed 17% = 5,552 sf P P P F.A.R. Maximum 1.0 Unit Tabulation z z o (n u., o a 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. vicinity until an adequate design can be determined by the engineer and approved by VDOT. Use For Parking F.A.R. Proposed 0. 04 z Q o o a cK z o PROP. CURB &GUTTER PROP CG- 6 2. The Manua/ on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. A// fi// areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill, Office - 8,573 sf 1/250 34 Building Data u, Q � W Q z W cn Z s ~ o ~ PROP. REVERSE CURB &GUTTER PROP CG-6R 3• The contractor will remove al/ mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testis is required. a VDOT representative 9 q p esentative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Type of Construction Wood Frame Existing Area 4,530 sf � LL, � Q z a z w Q z project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 4,043 sf vu', z - o 'T m PROPOSED CONTOUR 50 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Total Area 8,573 sf Total ti o o z o v PROPOSED SPOT ELEVATION + 50� responsibility of the developer. All damage must be repaired to original conditions. V14. Al/ roadway fill, base, subgrade material, and backfrll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Maximum 35 feet Height Proposed 18 feet Total Parking Spaces Required 34 z � o Q 0 o o LIn 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 34 PROPOSED STORM SEWER PROIP. 24 "ADS 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 ,,�, 6. The contractor will be responsible for adequate and positive drainage of this site, accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Sign Data # of Handicap Spaces Required 2 PROPOSED SANITARY SEWER S S S Existing Sign Area 32 sf Proposed Handicap Spaces 2 v, F- PROPOSED TELEPHONE - - T - - T - _r -___ 7 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. Existing Sign Height 5 feet 0 UJ PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. # of Loading Spaces Required Pro Proposed Loading Spaces 0 P 9 P "' �U o PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. V16. 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, UJ 2 2 z o 0 ®n tC�Ct N(,�%%i�e%�S ,./ Sheet Il i U ei� PROPOSED WATER LINE 10, The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOTacce Lance ofan streets all re P y Y required street signage� nil/or pavement markings shall be installed by the deve%per, or, at VDOT"s discretion b VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. 0 U0 w Ln z PROPOSED WATER METER T 1 Um 11. A// Erosion and Sediment Control devices shown on this site plan sha// be installed prior to construction. w W a PROPOSED FIRE HYDRANT PROP. FH 12. All controlled Hill 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: c AASHT0-T99, or VTM-1 as applicable. An fill laced under buildings, structures, or avement must be ins ected and a roved b a PP Y P 9 P P pp y Invoices for materials utilized within an dedicated street ri ht-of-wa must be roweled to the local VDOT Resident Olfiice rear to Y 9 y P Y P GreyWolfe, Inc. (540) 667-2001 Cover Sheet & General Notes Sheet 1 W a w s professional soils engineer. A geotechnicai report supersedes this note if provided. acceptance of that work. Unit and total prices may be obscured. Zoning Enforcement: Grading, Lanscaping, and Utility Plan Sheet 2 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 Department of Planning (540) 665-5651 Erosion & Sediment Control Plan Sheet 3 Storm Sewer Profiles and Details Sheet 4 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 Site Inspections: Waterline Profiles and Details Sheet 5 w o 0 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 VOOT daily, unless specified otherwise. In addition Department of Inspections (540) 665-5650 a N o to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Erosion and Sediment Control. NEIGHBORING PROPERTY LINES 14, The contractor will 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 Public Works (540) 665-5643 Sanitary Sewer and Water. EASEMENT LINE 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Fred, Co. Sanitation Authority (540) 869-1061 Telephone : Verizon (301) 954-6282 PROPERTY CORNER FOUND Q 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 Electric: Al/eghany Power (800) 654-3317 PARKING SPACE TOTALS 12 17, The for disturbed that be lelt for than thirty days. tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be P P y P P notified and the opportunity to be during the testing the Gas: Shenandoah Gas Co. (540) 869-1111 contractor will seed and straw, soil stabilization, any areas will more given present construction and of control strip. MISS UTILITY.- 1-800-552-7001 ADA HANDICAP PARKING STALL V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom DEPARTMENT OF INSPECTION GENERAL NOTES SIGNS of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to qJ 1. Office Buildings shall comply with the Virginia Uniform Statewide Building Code, International Existing Building Code, and section 304, use group B A 0 the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where so bl i h ldi i soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall Zonis General Notes SANITARY MANHOLE IDENTIFIER (Business), of the International Building Cade/2003. Other Code that applies is IBC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities. � be determined by the engineer and approved by VDOT. � \ Maximum 1. Exterior lighting will be provided by wall -pack lights attached 0 2. The proposed 4 403 s it office building shall comply with height and area Table 503 with applicable increases. Minimum of two but not less than P P � q 9 PY 9 PP 50% of required egress shall meet ANSI Handicap. Sidewalks shall maintain 5% slope or a ramp shall be installed that meets ANSI Handicap, Section STORM DRAIN STRUCTURE IDENTIFIER 506.2IEBCshall to this 20%rule) Environmental Existing Disturbance Proposed to the building & lightpo/es. \ apply addition (ADA V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. Ali lights will be shielded or directed to prevent glare on 4 Q LIGHT POLES ® 3. This type of structure shall be subject to special inspections according to Chapter 17 of the IBC (soils concrete etc.) 4. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 ,of BOCA, V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as on these in accordance with VDOT's installation criteria. Flood lain 0 acres 0% 0% '° Lakes & Ponds 0 acres 0% 0% neighboring properties. 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. „ � � ® �, V) � �u LOCATION OF TEST PITS 5. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for proposed plans Final Wetlands > IAC 0 acres 0% 0% 4. This project will not disturb any environmental features as Q �., assisted rescue, section 1003.2.13.7IBC. Note fire ratings around this door if thiU) s section is utilized. approval of guardrail layout to be given by VDOT after grading is mostly complete, Sinkholes 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. �, Z EROSION & SEDIMENT CONTROL FEATURES Natural S. W. 0 acres 10% 0% Retention Areas 5. The owner will be responsible for obtaining or granting easements shown on this plan, C FIRE MA RSHALL GENERAL NOTES TRIP GENERATION DATA LIMITS OF CLEARING & GRADING - - - - - - - - - LCG Steep Slopes >50% 0 acres 25% 0% 6. Easements will be recorded and copies sent to the parties P P involved. O Q Y U U M INLET PROTECTION ® lP 1. An inspection by the Fire Marshall s office will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the fire Marshall's direction. Woodlands 0 acres 25% 0% 7. All utilities that will service this site must be placed underground. 9 W f°I ul W di., 'A W 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. ITE AM PEAK HOUR PM PEAK HOUR ® �� CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL ADT 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. .�c APPROVALS SP 'fi` 18- ®7 710 Genera/ Office Building 8,573 sf 11. 9 1. 6 13.5 2.2 19 13. 0 95.8 CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE OD � V DATA TAKEN FROM THE L T.E. MANUAL 7th EDITION Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT x x x SF NAME: 00mkn['t ° ° 6 �' LA / Y � /1 � i DSCA PI NG NOTES Final Site Plan Approved by Frederick County Planning Department Reviewer Date RIP RAP RR CERTIFICATION #: 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 o ST EXP. ®ATE Landscaper must stake and guy all 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 CountyZonis Administrator approval expires at five 5 ears from the date of site plan approval, 9 PP P () Y P PP 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: MARCH 6, 2007 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. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note. An on -site re -construction meeting is required with the Owner Site Contractor, Public Works ,& Designer prior to commencing an P 9 q 9 P 9 y 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. 019 S site work. 4. Plant substitutions will be al/owed 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 LA NDSCA PING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 39110 = 4 Per Impervious Area 1 per 2, 000 sf 24, 98812, 000 = 13 Perimeter 165-27-8-11,a 17 Green Area in Lot 5% of 13,625 = 1, 064113, 625 = 681 sf 8% provided Zoning Buffer Evergreen 213 x 228%3,33 = 45 Deciduous 113 x 228%3,33 = 1 23 Existing Trees (to be saved) Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fat/ Color Quantity or Credit FP Flowering Pear Pyrus Calleryana 4-5" Caliper 18, Yellow 10 WP White Pine Cupressocyparis Ley/andii 4-5" Caliper 35-45' Green 30 Proposed Trees Symbol Common Name Botanical Name Planting Size MatureFall Color Quantity Height or Caliper Height CH Chinese Holly Ilex Comuta 36" Tall (Screen) 4' Purple 21 FP Flowering Pear Pyrus Calleryana 2" Caliper 18, Yellow 30 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' Green 15 CONTAINER GROWN SHRUB 2--3-" S—outer Prune out any dead or broken branches, remove .I/ tags, labels, strings, wires, etc. Irom plan. r" mulch Set top of root ball equal to or 1-2" above grade. move container; use orp blade to make ur 1/4"-1' cuts the i th of ball and cut o " X on bottom of ft; loosen compacted o ts. Prune out any dead or broken branches. Remove at/ togs, labels, strings, wires, etc. from plant. 2-3" mulch / Set top of root boll • `(/ /" equal to1-2 grade. / above Remove rope dr burlap from roof boll. Dig hole 2-3 times width of root boll, BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Survey Note: Boundary Survey data shown per recorded survey plat by Douglas Legge, LS, In Deed Book 829 on pages 404 and 405 at the Frederick County Circuit Court Clerk's Office, 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 CG-6 0 ZFIZEA a N_ I NOTES: '' - _ - - " 1. H/C SPACES MAY NOT EXCEED A 29 SLOPE 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WiDE. 4. HIC SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. R7-8 HANDICAP PARKING SI (12" X 18 ) RESERVED PARKING MAY BE PLACED INTERNATIONAL SYMBOL ON ONE BLANK. OF ACCESSIBILITY ADJUSTING THE REQUIRED HEIGHT IF REQUIRED TO ACCOMMODATE \ THE ADDT110NAL LINES j VAN ACCESSIBLE REOUIR£D n EFFECTIVE PENALTY f100-500 ✓ULY 1, 1998 j TOW -AWAY ZONE v PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) Prune codominont leadeFcI-T-`_"- 00 NOT prune terminal leader or branch tips Prune rubbing or -i cross branches"" f`L Prune narrow crotch angles & water spouts Prune broken branches Remove tags and lobes Prune suckers Cut away all bafling ropes 7 =3" mulch kept Remove top of wire basket\ /away from trunk Soil well to ,•-contain water Bockrill soil Bockrill soil Partially bockfill, water to settle Widen and scare ---- soil, finish holes in wolf f bockrJling Area for water Remove container and cut dralnoge (Pipe circling roots ,f or tile could contoiner-grown, or os be installed) much budop as possb/e if field -grown Leave solid soil pedestal - do not dig deeper than boll depth 1 Dig hole 2-3 times root ball width i TREE PLANTING DETAIL (NOT TO SCALE) :. 4 " OF 3000 PSI CONCRETE W/ FIBER 6 4 " OF 21-B COMPACTED TO 95% DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 3 " OF SM-2A 6" OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING AREA TREAT WOODEN PANELS WITH WATER SEALANT TYPICAL 6' TALL BY 8' WIDE DOG -FARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP, OPAQUE FENCE DETAIL N. T. S. 64--(A)-50 64-(A)-49 ROBERT & JOAN BROWN ROBERT & JOAN BROWN DB 526, PG 574 DB 526, PG 235 ZONED: R4, I ZONED: RA USE: VACANT USE: RESIDENTIAL J 4 0.5 ACRES 10. 5 ACRES 64-(A)-48 64-(A)-47 I 1 64-(A)-46 RONALD M. ROYSTON RONALD 1✓l ROYSTON RONALD M. ROYSTON 11030000485 1106000JI70 J060003170 ZONED: RA ( ZONED: RA ZONED: RA USE: RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL+Q +0.5 ACRES , +0.5 ACRES 66 ACRES — — f!8' IRF p 5/C,� IRF } a SSMH ), � i roe-,726 Jrs , ' - 1a;,, .,�. •• .,. ,.n...„.,...+r :; f C-.en..,:,ww .•_r..i. ,'." I�i ✓\ r` Q 1 r �` ` _�'e 'i• 1- .;: ), ;'i _ ? };, -__. _.. . ;.;�,' ".<' ;. `• f - F•.a ..^«^-"�,- ,:� . �;s ,( y.: _... r:,, ..,,:...... ..,»,m `tip ,..,...,«...,..«,.. Crv"' fiat` i, - r r fi 5 s_ INSTALL 6' TALL LEYLAND `CYPRESS iN GAPS BETWEEN EXISTING TREES At 5' ON CE TER -- _- . _ 4RALt -.._.___---_._X _-.--___ _-__._ X X_-_ _x__.__.-_..._..__�_-_,_.___._._-X.._..__.__..__.X 6' OPAQUE BOARD ON BOARD FENCE IV, .. _Enclosed..__ , � Dumpster ^ 25 INACTIVE BUFFER Pod 26-120' of 12 "CMP 2 , L(BUFFER " 6 26 2 27 � + 35.00' 27 0 25- s 273 26- 50.00 z O ate, 7 7 �, 171- a i 3' Door cv 27� o o �- f'' oo g �' Pr. Office o of 5 "i 4, 043sf 26 6 + 20.00" 24.00" 263 N'' 53,00' FF=727.75' +2�6 9,, - 6.00' i 25 s /Nv + 6 27 5 R 724.9' 27 64-(A)-451 TBR. ` ^ ADAMS FAh'IL y' 24 8 TBR 8 2 ¢ -. Ilr'iTLfJ P4,77Er HIP . (! ; REMOVE CURB/NG Jam- ` 0600 i3450 ,,� - _ + 26 a ZONED: B-2 ' , S'R + " `� RIP -RAP � rya f t 4 USE: VACANT # - Fountain { + 1.6 ACRES 26 � { _ ... � ' EX. ct1�e cur � � ___------------- O R' TBR YARD d 4.5R i" 27-4 H1 DRANT 7 79-4 17239 r ,, ,- 4` -} 2 0 FF=727.JO' - �` 26 - ThF PEOPLE TO PEOPLE ' .:; _. -• . 190' OF 4" & 8" PVC 00.5%- TEE WITH TEST PlT CLEANOUT 8 /NV HL�4LTh' FOiJt�10ATi0r�l 1 £•v , 1, 6 CLEANOUT r . x �. 725. 643 PC 63 5 26 + 6 CB P. x — , y j 7 - .7ONE0 M- 1 ADJUSTED THE 1.30 DIFFERENCE IN APPLY 1.5 " SM-2A O =,r�,' .. OFF'c,E _.-_ .-.. _ ...x,r x ,. ELEVATION DATUMS BETWEEN SURVEYS. I; O _-< ; r �,_ : e_B +4.6 ACRES g � + � ___..3 _, _ _ _ Via,..• \' t I } .- i UMs4tr ,1`1,p> i HVAC - N _ L ,. �: i 7 ( ✓�; _- . _ Ex. Office HVAC THE BUILDING, PARKING LOT, `� `-1 ` 1.3' DOOR 4,530 sf AND UTILITIES 'HAVE NOT BEEN ^� t t \ f,i) i � C CONSTRUCTED AS OF JANUARY, 2007, HOWEVER THESE ITEMS CRAWL SPACE ACCESS i 23-03 TITLED SITE PLAN -• ARE SHOWN ...___._-.- `� "RESIDENT ' o ; SUITES OF WINCHESTER" DATED � � % i i LANDSCAPED � EEC COv �> r APRIL 1, 2004 AND APPROVED _....__.;_.jj AREA $>'N,� TBR A A APRIL.. ZFa,._2004._ ._.. _ 8 TEL EPHONE CON ' -1 LAND - -_. ED 213 AREA 6 8' '\\ c FH r i T Fase�: Shy Op0SFp S V� i i r' 4 P R E t rw ' .7R 35 BRL FIRE, ENE \ EX 5 'X l0 ' 5 N , " » a , _ \. LIGHT — GAS MARKER RIIIt PROPOSED FIRE \ _._ _. t .._... � ; - r - 7 X EY' T A � FORVER - nw _ HYDRANT PER t1 tw EX TEL EPHONE PE L :. APPROVED SITE -_ - cN 7 } 11 '41.45,' „ PLAN23-03 -. , - f ' tt} - p 7, , 724 Inv 725 /n 726 _. GAS MARKER I IN �2 8727 _ s. f •I EX 24 CMP Ca 2. / A 89. _ _t - 5 - 7 27 �--, - g Z78_- 27 --;, r 5 r //•• Y ^ ti 150.0, : x 27 � r 0_0_' f 13,6002,2 27 SIGHT ISTANCE Qz _ as AIRPORT ROAD RT. 645 O ' N45 v, L' c - it 4 8 ROW _ ;.. _3 C13- .� W t 1r_ 64 (•a) 40K 64-(,4)-451' t' TAP BYFCSA AIRPORT BUSIPtESS PARK, LLC E, OB 949, PC 104J a Fx" 2' 'r+iATERUNE �f03002 945 i ZONED: 1'Jf- 1 ZONED: 111f - . 1 USf : OFF !('� -1✓ARL HOUSE- USf : OFFICE" -WAREHOUSE 1 10. ACRE> _f 3.0 ACRES Winchester Regional Airport Notes: ■ Q >.-, 1. During the construction phase of the buildings, all M o 0 cranes will be required to have an aviation obstruction i o 0 flag and/or obstruction light visible during operations and must be lowered at night unless lit, Intended hours and dates of operation should be coordinated C with David Foley, Operations Supervisor Winchester O o 0 Regional Airport Authority, no less than forty-eight CD 1 U hours prior to start. '0 2. Outdoor lighting should be shielded and amber in M color in order to minimize light pollution to pilots O tT M� approaching the Winchester Airport. C N o 3. Any trees planted as part of the landscaping should O Q be of the type that are slow growing with a maximum mature height not to exceed the elevation of the :3 L� proposed building to avoid future airspace obstructions. i U-) v �' 4, Controlled burning should be prohibited due to the a close proximity to the runway and since the property j cS is within the flight pattern of the Winchester Airport. - -� Unsuitable materials should be hauled away from the construction site appropriately. 40 ti4 V7 J �O n 7y O 00G • 1� CO Z �Q 20' 0' 20' GRAPHIC SCALE f- z LU 0 0 Zz w 0 " o j CK 1I Wz W w a25 rY a LU tY d LU tY t1' DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 SHEET 2 OF 5 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 soil 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 considers established until a round cover is achieved that is uniform Per g d a g , 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 fill 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. 113efore 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.All 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: (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. r FLOW ifi. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIIIU I ` of wIRE_� i SOURCE: '"If Ada ted from Installation of Stray and Fabric Mer Barriers for Sediment Control, PIAYE. 3.05-1 2111110011 3 Ty. EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the north side of Airport Road and 2200' east of Route 522 south. The purpose of this development is to place a 4,043 sf addition to the existing office building to be used for training, child placement, administrative work needed for Foster Parents. Existing Site Conditions This area is currently has an office building and associated parking and sidewalks. This area typical of the shale ground in Frederick County. Drainage is very poor and there are several areas of ponding. The owner and tenants of the office building have complained of mosquitoes during the spring and summer. The yard I 1 he s ondi and s areas for several days after rainfall areas are also difficult to maintain since there / n a oft P 9 Y events. The drainage attempts to flow from the east to the west. Adjacent Parcels The surrounding areas are residential lots to the rear and business/industrial areas to the west, south, and east. The residential lots will be screened from this building and stormwater will not drain towards them. The area to the west is currently a vacant lot, however, there is an approved site plan for a hotel on that site and the plan clearly shows a stormsewer system that will receive our stormwater and route it through their pond Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA s 'Soils Survey of Frederick County, VA"shows Clearbrook channery silt loams (#98). These soils have a high water table, high erodibility, and "a drainage system is needed" for runoff. Critical Erosion Areas There are not any critical areas on this site. 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 drain pipes with outlet protection Install silt fence and diversion dikes Grade site and seed all exposed surfaces immmediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) 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. Ln W 4 p OOAO p ��Nd Z73 �O N (5 W c? O O M CO\ ict� Super m o © O Q Devoted O W rr N er v W 2q � t X G L f lOP 6, 14' 1 X CULVERT SIZE 0 - 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 1 8" 1.0 cfs 2' 8' 6' 6" 3.5 Seedino Schedule (Der section 3.32 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be Incorporated Into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 13 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. _.._X _ ___ X_ X. _ _ _ ___ _ _- . N Lb,Y -110- PIPE OUTLET TO WEU DEFINED CHANNEL PLAN VIEW t:►��, 1 FILTERSECTION A -A . KEY INIFOR ENTIRE PERIMETER NOTES: 1. APRON i RIPRAP, GROUTED BASKET, OR CONCRETE. THE LENGTH OF THE RIPRAP APRON► USING1 Source:3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. I i SOURCE: VA. DSWC Compacted Soil ■ ; (UJ Q I C q 4 :N N 'a' S i N U) W V) AA U o 0 = � C � M E O O b Q 5 5 .0 fu I:.J zQ_zz� W�cgtgii°QOO Z � Z (5 gLWazn wQ�W.4'T Wzztme� ?�oz�z� o�a�zz �ooQ)U)C �o z Wz � o z o uuJ w w � .-. a Ln Ce Q� as LU LLf Q�W w 0 `1J qJ �Q z W �c tic' W Z` °O` (6O ww ate` DATE: MARCH 6, 2007 SCALE: 111 = 201 FILE NO. 0195 PLATE 3.09-1 ' SHEET 3 OF 5 PLAN VIEW OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF . _ _, 728 727 727 726.25' 5' WIDE � 726 ! __ _ _ _.-_ - s 726 2q SLOPE TOWARDS B-B 725 _ _ j _ _. __ _ _.. __. i __ ___ _ _.._.. _ _ ! _. ___ _ 725 724 ____ . -__ _ _ ___ _ _ __ _ _ _ . _ .__. ,...__.__.__ __ __ lJ. _ __ - __ ;' 724 i ' z h ;lU J 723__... w_ 723 J'o m m � I olo 0 0 0 0 0+00 0+05 0+10 0+15 0+20 0+25 Stormwater Runoff Increase From Development Original Lot prior to any development A=1.50 acres, C=0,35,1=6.8 in/hr Q= CIA =3.6 cfs (10 yr) Fully Developed Lot A(1)=0.57 acres, C=0.90,1=6.8 in/hr A(2)=0.93 acres, C=0.35, I=6.8 in/hr Q=CIA =5.7 cfs (10 yr) The existing conditions do not allow proper drainage. This causes ponding in the area, The site plan approved on the western lot for a hotel collects runoff from this lot and routes it through a pond. By installing the drainage trenches and grading shown on this plan, ponding should be eliminated and the stormwater will be allowed to continue towards the west. Therefore, this plan does not propose any detention of stormwater as it would defeat this intent. 724 _ _ ____ 1. 0 3 q_ 40 _____.._.. .._ _..____ RL/NS; OF 4 W 0 ;___c.�.._.. ..... ___; � 724 TWO PIPE PERFORATED '' N ONE RUN OF 8 AND SOR_21 DRAIN PIPECL o; Q 0 W 722 _ 722 Cr- z W 720 _ o z; ____ _ ___ __- ___ _ _ 720 J UO � �,I II O aZ O'Z 0+00 0+20 0+40 DRAINAGE DITCH SIDE BRANCH PROFILE 1 "=20' Hor. , 1 "-2' Vert. CROSS SECTION A —A 1 "=5' Hor. , 1 "-1 ' Vert. 727 727 726 _ _ _ _ _ 726 4 " of 157 STONE FILTER FABRIC BETWEEN LAYERS w STONE 3"6" DIA. BOy11 Ep 725 __.__ _ _ _. 4TH_F/LTER FABRIC _._ __ BOTH RUN 19 SLOPS 725 MUST E�1'TEND TO THE TOFOR4TEO SLOPE ALONG THE ��M 3.1 B w CI- 724 __ _ __ _ ;. _ ___ ___z ____ _--. 724 cs CIO r,- 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE OF STONE DEPRESSION AREA FOR STORMWATER RUNOFF a "=10' Hor. , 1 "= 6 " Vert. 730 _ 728 _ 726 724 722 720 _. Z 728 727 726 725.33' 5' WIDE 725 27, SLOPE TOWARDS STORMWATER COLLECTION AREA 724 i ^. Z 723 Lz W � 0 0 0 mm o � o.o � 0 0 o a 0+00 0+05 0+10 0+15 0+20 CROSS SECTION B—B C--5' Hor. , 1 "-1 ' Vert. 0+25 728 727 726 _ 725 724 723 Wrap in Filter Fabric 4° Topsol/ over #57 Stone LLJ C a P) N O a a a. a O cn 24 ° Ditch w Typical Drainage Trench Cross Section Q USE 24 " OF 18 "' RCP (CLASS 5) AS ASLEEVE FOK THE DRAIN PIPES THROUGH THE PIER WALLS OF THE ADDITION. POUR PIER WALL AROUND PIPE AND APPLY A MASTIC SEAL ON BOTH SIDES OF PIER WALL. 727.75' o _. L, _ % OF 4 " PER FORAYED PIPE AND ONE RUN OFF 8" SDR-21 DRAIN PIPE 7190' - @ 0.539 -TWO RUNS i 723.0' j FOOTING BOTTOM � o z� ova Zt � !. ZQ �' p;b ^ rn U 4 :Z Q,00 II 2 11 p0 � W 0 0 W oz o�z 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+66 DRAINAGE DITCH PROFILE 1 "=20' Hor. , 1 "-2' Vert. b L j v � U C Q Q � z �LAJ Ql) 1+80 W �Q 2+00 Z 730 728 _ 726 v a 724 m z 0 0 722 �u W: O 2+20 720 cp O _S C',O I+' Z� � K ko C O o 0 IU '0 - C (0 cn I C 0 .� m ^� o I o re j @) ) fo o NN1A w O � �? � _ - Ln y .ate � z gyp, z :K 82 U4 cr Z Q LLJ nn.v�Ui�'C� 1.0 CQ ¢ o Q ~oUQ �z� 0000`"o DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 4 OF 5 nanu"1 harNill 24' select backfill 6' All backfill to be compacted to 95% of ASTM D698 maximum density. 6' concrete pad 18" dia x 6" dwp---1 finished grade 4' stone� screw type adjustable48' min. location marker valve box joint _valve restrained stone restraints to main .O STANDARD 18' to 24' 8'x 8'x 16' block general backfill generei backfill solid for 12' valve 6"thru 12 e .. :.: "3.. T>'. - .. .. r+^^TNJ.7""7... .en....;rtn�ltS. '�". ,{'+,�y P•.c.`J'�„�'`....': 8. c 8 8 8` concrete - concrete _ concrete pad 18' dia x 6' deep finished grade dla. x 6' deep 24' select 24' select 0. backfill bacll' stone L 4' stone — Note: c 4' stone 24' min. 6' '. 8' screw type adjustable valve shall t t /2 0 D. 1 /2 O.D. 48° min. valve box be bevel gear tYPe "0 restrained to main —� L Nola: valve shall concrete 6' stone 6^ .............. . 6Cr8W be spur ear P 9 CONCRETE CRADLE CONCRETE ARCH :: a e type L4 adjustablejjuustable „ general backfill `.` valve box 80' min. over -excavation 1-: r• valve e _ -6- 4: o� .....:: `' 9•., t: �.. �.. .. .....:.. ...5:iii3 :F::r:: i::i•i: restrained LK' to main stone 24' select backfill 6' s° CONCRETE ENCASEMENT TRENCH & BEDDING -1- 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 -- -- 20 40 to" -- -- -- 40 -- -- -- 20 REDUCER L --1 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" 1 to' 12' 60 60 80 100 40 40 60 60 MAR 06 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 8'x 8'x 16' solid block Water 14"thru 36' GATE VALVE q Bk 87 16- solid block Forced Sewer MAR06 I� Lr _1_ Lr - I fIn addition to restraining each joint of the tee, (1) any joint 9 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 10 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 1'2 10 20 20 20 12 X IT 20 20 20 20 12 X a 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE 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" 11" 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 - 6" THRU 12" 2 OF 3 -3- MAR 06 dla. schedule 40 steel pipe filled with concrete'g and painted yellow flnlshad grade T 2' i� +• concrete encasement BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. It Installation Is In an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. as required rricrotis pad 1'-6" dla. x 6' deep Ej� finished grade �V/ \U/ 2' in. - 6' max. \V/ \Vi stone to be screw type minimum of 6' adjustable above top of base valve box locator marker stone c joint restraints FIRE HYDRANT ASSEMBLY -10- finished grade - DOWN BEND DEPTHl4 FT. MIN. 1 Imo— Ld - DOWN BEND RESTRAINED LENGTH / Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and tt 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). mechanical joint swivel tee with 6' branch APR 06 UP BEND DEPTH 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) SIZE/1yPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" Pl27DIP 45, 22.5 & 11,25 20 20 10" PVC 22.5 & 11,25 20 20 8" PVC 45 40 20 to' DIP 45, 22.5 & f 1.25 20 20 8' PVC 22.5 & 11.25 20 20 12" PVC/01P 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 Existing �5' min, Pavement 5' min. Edge of VDOT Edge of VDOT Right of way Right of way 7,30 w/ 48" min. water 36' min. sewer casing pipe or -/ carrier pipe - / end seal tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall Dia. (") Dia. (") Thickness (") 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner ) SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot end within 10 Inches of connection to bell; then 2 spacers evenly placed on length of pipe. 3. Carrier pipe within the casing shall be restrained 4. Water service laterals a. Casing pipe shall be SCH 40 PVC or SDR 21 1) 3' diameter pipe for 1' service lines 2) 6" diameter pipe for 2' service lines b. No spacers or sand fill to be installed HIGHWAY CROSSING -5- APR 06 725 720 __. _. 62' OF 16" SLEEVE, TEST PITS REO'D z 220' OF 6" SOR-21 _ I BORE & JACK 'UNDER RT 645 715 U Z_N Z Z Qc Q W! IN v I I Cd N N I q o0I O O N N O O 0+00 0+50 1-1-00 1 +50 2+00 WA TERLINE PROFILE 1 "=50' HorizontGl, 1 "=5' VertiCGI 2+50 730 725 720 715 ■ Q Q ti ti n i O iD O Lr) O CD �1LrI C e i fD Q0) M .C: ka N O rip O M CD L� ti � O fu � C P NIA W 0 � �+ - 0 yy n O � 00 _ Lr) N. W ��t4rm00 UJi �ZQw_ �� Z W Q Z q ti 4: � VaGvj�'2 Z czU LI) zwo�v W W Q Q m Q 0 Z V _ Z C�OOO�ON 1- O Z V W z Z O O 6 a O utie � H W ram. U-i w < Ln � I ce Of W W n_ n_ W O O Q N O 0 M DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 5 OF 5 LEGEND FCSA CONSTRUCTION NOTES VOOT GENERAL NOTES VICINITY MAP ■ ! Q Rev. Mar2006 EXISTING FEATURES 1, The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT) APPLE C o 0 v - 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 / / / BLOSSOM _ EXISTING EDGE OF PAVEMENT _... _ .... �= _ _... _ 3, The contractor shag adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of discrepancy or conflict between the Standards or Specifications and Regulations, the o EXISTING EDGE OF GRAVEL r ;�• E , ; 4, The contractor shall coordinate with, and arrange for inspection by, the Authority, most stringent shall govern, MALL .... _ 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. Al/ construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia U. - - - - - - - EXISTING CURB AND GUTTER ; _ , (LC 6, When an existing water main is tapped for the installation of a new line: Occupational Safety & Health (VOSH) Rules & Regulations , a - - - - - - a The Authority shall furnish all labor and material, ) tY • • V3. When working on VDDT right-of-way, all traffic control, whether permanent or temporary, shall be �n accordance with the current edition , EX. INTERMEDIATE CONTOUR r, : b) The contractor must: of VDOT's Work Area Protection Manual, Furthermore, all traffic control fiaggers must be certified in accordance with Section 104.04(c) of 1. make application and pay deposit, the VDOTRoad & Bridge Specifications, EXISTING INDEX CONTOUR 2, mark the tap location, EXISTING SPOT ELEVATION .., 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, \ 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, controllers etc, owned by VDOT or private / public utility companies, It is the sole responsibility of the deve%per to locate and identify utility facilities or items that may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify �' EXISTING TELEPHONE LINE - - - - - - - 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, the developer from this responsibility. N AIRPORT CD (!) � o It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. � C M EXISTING SANITARY SEWER - - - Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter, V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT, An additional ex ense Incurred as a result field be the the developer, o „ SITE R7 0 r _. J EXISTING ELECTRIC SERVICE `- - - - b) The frame and cover shall be set to final grade. of an revision shall responsibility of ry y y p y p �' p SCALE 1 = 2000' PROJECT INFORMATION EXISTING GAS LINE =' E> . RC 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, V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT � right-of-way, ,.. � J EXISTING STORM SEWER - _ . - : -. -. _ _ ., _ _ . _ ...:: _ _ - - - 9, 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 -construction conference shall be arranged and held by the engineer and/or developer - Owner Bassam Sabbagh EXISTING FENCE LINE - - - - b) An Application for Service must be made and fees paid before work will begin. with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work, 103 Shannon Court = EXISTING DITCH LINE c) The Authority shall furnish and install 5/8 ", 3/4 ; and 1 "water services. , VA 22602 Winchester 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 VOOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT Phone - (540) 667-0259 ; EXISTING WATERLINE W/ TEE - - iw.Fw 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, install the meter. EXISTING FIRE HYDRANT 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 /n accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook. Property Data Building Setbacks Per Code Proposed Zp EXISTING WATER VALVE 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 properties affected' by this project shall be maintained through construction. The Developer shall have, within Tax Map Number 64-(A)-45G Front: 50' 71.4' G1N �Oy ASSE Standard No. 1015 or 1013. the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Address 311 Airport Road Left Side: 0' 101. 7' J• 1Q2 m EXISTING REDUCER _..... _ - 11. All fire lines shall have a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. p p p p Deficiencies shall be Area 1.500 acres Right Side: O' 21. 3' g y � 00 promptly rectified, Zoning 8-2 Rear: D 51.1 ..,p oC EXISTING TREE DRIP LINE . _:._,.... -:.. , ,..:.. ,....__ ,..._;..�-._.:. ....,.. = ..-- � ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backfiow prevention unit. Radio read remotes are required, Legal References DB 829 PG �402 g Existing Use Vacant Parking Setbacks Per Code Proposed = - Ln c� � � j 12, FCSA to the for design 1) the domestic water its backfiow V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Proposed Use Social Services SIC 8322 Front: 5' 13.3' p ( ) 6 z 4 PROPOSED FEATURES review mechanical plans) and material approval of, meter and prevention Left Side: 5' 31.0' device, and/or 2) the fire service line's backf/ow prevention device, Right Side: 5 132.0, p PROP EP V11. 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' 50.1 'O0 PROPOSED EDGE OF PAVEMENT GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, Open Space Minimum 259yo = 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 z W o o 11 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 design can be determined by the engineer and approved by VDOT, Use For Parking Unit Tabulation F.A.R. Proposed 0.04 Q g a °0 PROP. CURB & GUTTER PROP CG- 6 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13, All fill borrow be inspected by fill, Office - 8,573 sf 1/250 34 Building Data u, i� w 0 0 oc � ° W o ~ areas, material and undercut areas shall and approved a VDOT representative prior to placement and v, Z 3 ~ o PROP, REVERSE CURB &GUTTER PROP CG- 6R 3• The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testis is required, 9 a VOOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Type of Construction Wood Frame Existing Area 4, 530 sf U, Q Z a �. a z k W W Q £ z project to be accepted by VOOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 4,043 sf vW, z z PROPOSED CONTOUR 50 4, Any damage to neighboring properties including county, roads and sidewalks, caused by the development of this site will be the Total Area 8,573 sf Total U, o o z = J o U PROPOSED SPOT ELEVATION + 50-21 responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway fill, base, subgrade material, and baickfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Maximum 35 feet Height Proposed 18 feet Total Parking Spaces Required 34 z cc o o o o 0 ►v 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 34 PROPOSED STORM SEWER PROP. 24 "AD 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 ' 6, The contractor wl!!be responsible for adequate and positive drainage of this site, accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise, Sign Data # of Handicap Spaces Required 2 PROPOSED SANITARY SEWER S S S Existing Sign, Area 32 sf Proposed Handicap Spaces 2 � PROPOSED TELEPHONE -- T T ___ T _ __ 7, The contractor will obtain a Land Disturbance Permit priior to any site work or construction, V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified b VDOT. p p y Existing Slgri Height 5 feet 0 W PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, # of Loading Spaces Required Proposed Loading Spaces 0 PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is o the responsibility of the developer, z o U Contact Numbers Sheet Index PROPOSED WATER LINE 10, The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VOOT acceptance of an streets all required street si na a and/or pavement markings shall be installed b the developer or, at P Y 9 9 9 P 9 Y P VDOrs discretion, by VDOT basis following U21f � W 2 Z „ PROPOSED WATER METER 1 WM 11, All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. on an account receivable the Manual On Uniform Traffic Control Devices, w W� PROPOSED FIRE HYDRANT PROP. FH 12, A# controlled fill must be compacted to a minimum of 959yo 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_ > U Ce V 1 AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be Inspected and approved by a Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to GreyWolfe, Inc, (540) 667-2001 Cover Sheet & General Notes Sheet 1 a a ce a professional soils engineer. A geotechnical report supersedes this note if provided. acceptance of that work, Unit and total prices may be obscured. Zonis Enforcement: Grading, Lanscaping, and Utility Plan Sheet 2 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 Department of Planning (540) 665-5651 Erosion & Sediment Control Plan Sheet 3 Storm Sewer Profiles and Details Sheet 4 13, The contractor is responsible for contacting MISS UTILITY prior to any site work, Al! utilities shown on this plan are approximate the density control strip in accordance with Sectiion 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Site Inspections: - Department of Inspections (540) 665 5650 Waterline Profiles and Details Sheet 5 � o PROPERTY LINE OF PR03ECT 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 Q N o to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Erosion and Sediment Control: NEIGHBORING PROPERTY LINES 14, The contractor will 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 Public Works (540) 665-5643 Sanitary Sewer and Water: EASEMENT LINE PROPERTY CORNER FOUND {Q 15, An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Fred. Co. Sanitation Authority (540) 869-1061 Telephone: Verizon (301) 954-6282 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 Electric, Alleghany Power (800) 654-3317 PARKING SPACE TOTALS 12 i7, tests Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise, A VOOT representative shall be p p y p p Gas: Shenandoah Gas Co. (540) 869-1111 The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days, notified and given the opportunity to be present during the construction and testing of the control strip. MISS UTILITY.1-600-552-7001 ADA HANDICAP PARKING STALL SIGNS -a- V21. In accordance with Section 302, 03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and concdition of the foundation. The contractor shall report findings of foundation exploration to DEPARTMENT OF INSPECTION GENERAL NOTES 1. Office Buildings shall comply with the Virginia Uniform Statewide Building Code, International Existing Building Code, and section 304, use group B A 0 the engineer and VOOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Where soft, or otherwise unsuitable foundation is encountered, the foundation design and/or for foundation shall Zonis General Notes � SANITARY MANHOLE IDENTIFIER (Business), of the International Building Code/2003. Other Code that applies is IBC/ANSI A117, i-03 Accessible and Usable Buildings and Facilities, 2. The proposed 4,403 sq ft office building shall comply with height and area Table 503 with applicable increases. Minimum of two but not less than yielding, need stabilization th by e engineer an VDOT b d iapproved be determinedMaximum � 1. Exterior lighting will be by wall -pack lights attached STORM DRAIN STRUCTURE IDENTIFIER 0 50% of required egress shall meet ANSI Handicap. Sidewalks shall maintain 5% slope or a ramp shall be installed that meets ANSI Handicap. Section provided Environmental Existing Disturbance Proposed to the building & lightpo/es. LIGHT POLES 506,2IEBCshall apply to this addition (ADA 2091b'rule) 3. This type of structure shall be subject to special inspections according to Chapter 17 of the IBC, (soils concrete etc.) 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 neighboring properties. Q r ti �+m 4. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.'° V24. VDDT Standard Guardrail be Installed in Flood lain 0 acres 0% 0% Lakes & Ponds 0 acres 0 °/v 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. LOCATION OF TEST PITS ® 5. Maximum slope across handicap g q g p p parkin stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for shall where warranted and/or as proposed on these plans accordance with VDOT's installation criteria, Final approval of guardrail layout to be given by VDOT after grading is mostly complete, 1 ° ° Wetlands >IAC 0 acres 0 /o D /o t disturb a environmental features as 4. This project will no dis any Q T assisted rescue, section 1003,2,13.7IBC, Note fire ratings around this door if this section is utilized, o Sinkholes 0 acres 0 /0 0 /o defined by the Frederick County Zoning Ordinance. EROSION &SEDIMENT CONTROL FEATURES Natural S. W. 0 acres 10% 0% Retention Areas 5. The owner will be responsible for obtaining or granting easements shown this plan. - W �U FIRE MARSHALL GENE L NOTES TRIP GEE TION DATA LIMITS OF CLEARING &GRADING - - - - - - - - - O LCG Steep Slopes > 50 /0 0 acres 25 /0 p p ° ° 0% Woodlands 0 acres 25%, 0% 6. Easements will be recorded and copies sent to the parties re P p involved, � Z ti W W 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. INLET PROTECTION ® lP 2, "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 7. All utilities that will service this site must be placed UJ ITE AM PEAK HOUR PM PEAK HOUR 3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. underground, �`'� CODE ITE USE FLOOR IN OUT TOTALI IN I OUT I TOTAL ADT OUTLET PROTECTION Op ®O 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris !s prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 9 cl' P Y Y b /� i p APPROVALS SP � 1 V - ®7 710 General Office Building 8,573 sf 1 i.9 1.6 13,5 2.2 10,8 13.0 95.8 CHECKDAM ® CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE PP_ � Dp SILT FENCE W/ WIRE SUPPORT NAME: DATA TAKEN FROM THE I, T.E, MANUAL 7th EDITION Frederick County Zoning Administrator Date a aymaeuP(,; x x x SF O Final Site Plan Approved by Frederick County Planning Department Reviewer Date LANDSCAPING NOTES RIP RAP RR CERTIFICATION #: 0 0 SEDIMENT TRAP ST 1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, is for two from date If construction is not in at the end EXA ®ATE DATE: MARCH 6, 2007 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. 3. The Frederick County Sanitation Authority approval valid years of approval. progress SCALE: N/A 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. 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 re -construction naafis is required with the Owner Site Contractor, Public Works, & Designer prior to commencing an p g q g P g y 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. 0195 site work, 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, pp ty g p approved prior to constructing an structure, Furthermore, the site must meet all ADA requirements and be approved b Inspections. p g Y q PP y p 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 5 LA NDSCA PING DA TA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 39110 = 4 Per Impervious Area 1 per 2, 000 sf 24, 98812, 000 = 13 Perimeter 165-27-8-11,a 17 Green Area in Lot 5% of 13,625 = 1,064113,625 = 681 sf 8% provided Zoning Buffer Evergreen 213 x 228%3,33 = 1 45 Deciduous 1 113 x 228%3,33 = 1 23 Existing Trees (to be saved) Planting Size Mature Quantity Symbol Common Name Botanical Name Height or Caliper Height Fall Color or Credit FP Flowering Pear — Pyrus Calleryana 4-5" Caliper 18' Yellow 10 WP White Pine Cupressocyparis Leylandii 4-5" Caliper 35'-45' Green 30 Proposed Trees Symbol Common Name Botanical Name Planting Size MatureFall Color Quantity Height or Caliper Height CH Chinese Holly Ilex Cornuta 36" Tall (Screen) 4' Purple 21 FP Flowering Pear Pyrus Calleryana 2" Caliper 18, Yellow 30 LC ZT Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' Green 15 Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. S" mulch Set top of root boll equal to or 1-2" above grade. ,move container; use orp blode to make ur 1/4 "-1 " cuts the �th of boll and cut o " X on bottom of dl; loosen compacted a ts. CONTAINER GROWN SHRUB Prune out any dead T� nr hrnken branches. all togs, la bets, wires, etc. from 5"mulch Set top of root toll equal to or 1-2" above grade. s rope & burlap oot boll. Dig hole 2-J times width of root boll. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Survey Note: Boundary Survey data shown per recorded survey plat by Douglas Legge, LS, in Deed Book 829 on pages 404 and 405 at the Frederick County Circuit Court Clerk's Ofce, 3' MIN. 12: 1 12: 1 3' MIN. N CG-6 CG-6 701 NOTES: " " 1. H/C SPACES MAY NOT EXCEED A 27o SLOPE, 2. RAMP BUILT TO VDOT CG-72 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. R7-8 HANDICAP PARKING SI (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 VAN ACCESSIBLE REQUIRED PENALTY f100-500 EFFECTIVE DULY 1, 1998 J TOW -AWAY ZONE Z a PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) Prune codominont /eadecs.. _ DO NOT prune terminal leader or branch tips Prune rubbing or cross branches__ i Z \, Prune narrow crotch angles do water spouts -Prune broken branches Remove togs and labels - Prune suckers Cut away a/1 balling ropes \ // 2"-J" mulch kept Remove top of wire busker/away from trunk So,r we// to r-contoln water . ) ` Backrll soil Portion , back!'ll, water to settle Widen and sr o soil, finish holes in wall 1 �•��7 boc'kfilling Remove container and cut a� Area for water drainage (Pipe cycling tools if or tile could contoinet-grown, or os be installed) much budap as possible if T,eld-grown Leave solid soil pedestal - do not dig deeper than ball depth I 1 Dig hole 2-J times root ball width TREE PLANTING DETAIL (NOT TO SCALE) 4 " OF 3000 PSI CONCRETE W/ ` FIBER 4 " OF 21-B COMPACTED TO 957 DENSITY \/ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL SIDEWALK SECTION 3" OF SM-2A 6" OF 21-B COMPACTED TO 957, DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING AREA TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL ' T - C L 6 ALL BY 8' WIDE DOG EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. OPAQUE FENCE DETAIL N. T. S. i -��)-46 64-(A)-50 64-(A)- 19 64-(4)-48 64-(A)-47 I RONALD 644 M. ROYSTOhI ROBERT & JOAN BROWN ROBERT & JOAN BROWN RONALD M. ROYSTON RONALD Ia. ROrSTON DB 5126, PG 574 DB 526, PG 235 f/030000485 �%60003170 � �f060003170 ZONED: RA ZONED: RA ZONED: RA ZONED: RA ZONED: RA USE: VACANT USE: RESIDENTIAL USE: RESIDENTIAL I USE: RESIDENTIAL USE RESIDENTIAL -0.66 ACRES � 0.5 ACRES �-0.5 ACRES , +0,5 ACRES +0.5 ACRES - - AV V. 5118 All 77 }. ' S,a's11 ", 1 ;',i' i• a Cif 'ro • \ SSMH i .;. . 1 ,,, :, r rv` :.- '..� ,! U `< r _ r. ,:- y ✓ h., .c ,1 u.. •r � � _ TOP-726.14' r.. .- ,„,. ..>_r y✓•.••`••, Y ,t ' - 1 _'! , ' } ` M � \ ' ' t."';•.-r •,a •, w , , a- .\ r, .a-- 1 - +2 . ?"'+'\. f. e»..,'T r a1• l .. a: a"� - l'a.-fi n 'i `n' r�~ • 7 '"''; I•,. • t _ , „,. ,,., „ 5 f 4, INSTALL 6 TA N CYPRESS IN AP S LL TALL LEYL4 D C ESS GAPS BETWEEN EXISTIN TR At G EES 5 ON CE TER INS ALL 6' OPAQUE BOARD ON BOARD FE E r_.._ _ . _ __.__.__._ __ .__._.. _._ R -. _.__ -__ _ ._ __ _X _._. _.._ _... I thdose Dumpst d 25 INACTIVE BUFFER Pad 26 8 20' of 12 "CMP 2 725 24- 25 26- + 7 BRL BUFFER J -- -.. s 262 27 0 + g 35>00' 27 Q 25- s 273 50. HVAC 26_ oo C3 7 ^ �iw 3' Door 270 0 0 ^n Pr. Office ^ o I 20.00' °j 24.00' S 3 �. 4, 043sf 26 6 } o Jk'j 1 26 : 4 ", 53, 00 t,, FF= 727.75' o i 26 9 6.00' I } I ` 25 9 /NV + 6 27 0 o 27- 54-(A)-45L _ TBR 5R 724.51' r o ADAMS FAMIL � i 24 8 RE,QyE C TB '{ 5 8 2 4 0 o i URBI _ q IMITED PAR(IJEI, ,HIP I NG rY �/0 0 J060018450 RIP RA y,a , ZONED: B-- 2 5 R �' ` USE: VACANT I I � o � Fount oin f ' 6 ACRES w 8 I a EX. CUk8 cur 26- d O l TBR YARD 4.5 R 272 HYDRANT 27 0 /NV + a 26 4 + 724.9' 64 A)-40 FF=72730' $ T ri. " TH F�?pLE TO PEOPLE h'E P 190 OF 4 & 8 PVC ®0.5� TEE W/ TEST PIT CL 8 HEALTH FOUNDAI'OA1 _ 2 CLE4NOUT _ - 25.6 r 7 � 7 P z5 ADJUSTED THE 1.30' DIFFERENCE iN ! - ``> I APPLY 1.5" SM-2A ' ' TBR USE.' OFFICE 10 ELEVATION DATUMS BETWEEN SURVEYS. C ___ i � x BB. t , 0 , Ex. Office ,., THE BUILDING, PARKING LOT, t ' t �� F , HVAC . ; , _.._-....___._ .. _. i,�, - -3' DOOR 4,530 sf AND UTILITIES'HAVE NOT BEEN ° Ifyn FF=727.75' CONSTRUCTED ; AS OF JANUARY, 2007, HOWEVER THESE ITEMS ' y � , f CRAWL SPACE ACCESS ARE SHOWN :PER SITE PLAN _° ' )F23-03 TI>'LED 'RESIDENT 1" EL EC. CON. k' SUITES OF W/NCHESTER DATED O ; �, i LANDSCAPEO ;r, , APRIL 1, 2004 AND APPROVED _ % ,-_ _ j AREA A -A & TBR iI APRIL. 26,2004.TELEPHONE Co �`:\ �. <.,•> .. �..._. _ `` a<tt. �, ... LANDSCAPED 6 N , 2 1 AREA - j LIGHT 26 �r7 r Apr PROP i �, �\ �e� SEA, , o I _ \� !fi t , ER PC, STORM SITE' p APPRORE- , „ � _,� � �, � � � ., � .,_. -� . _.- _._ _. ___ -_--- �•` `� ��- - _ _ � __- __ -_ __ __ ; �'I l \ --.�. •\, \ kdl*, tic.', R,\ y 35 6RL Elf �dnlE Ex 5'x10 SIGN\ - _- b LIGHT J MARKER .EX TRAi;1�FOP1/L PROPOSED FIRE - - 7 - - - - Ex TRANSFOPM P GAS , t — _t - HYDRANT PER �.._- __ - - T . ,: ...-. - EL PH APPROVED SITE _ ,:., �, = ....... \; ''t ' t, _ „ - 41.45,' PLAN j23-03 << ��,.., «I.t, op-7 i - IRV 725. SAS MARKER ! i T isi l 727 EX 24 CMP @ 2.87 t + ARC=1 89 "/gl IRE i -„ ter' 27 , -� _ -' 97 'V � Z7 f-. 5 79 - - Qr _ - 150.0, - 3, w _ SIGH cI o AIRPORT .RT RO AD RT. 645 W. N 45 MPH CnL W , - - , m. -- DI-3C ZE 64 (A) - 40K AIRPORT BUSIiVE 5S PARK, LiC GQ-(A)-4�i D 3 a., _ t GROVE- McCOMAS, L L C' __ _ _, TAP BY FCSA I _..,_ _ . A ERL WE .�...... E,x ` �/0 30029451 ; � zoNF� - I� 1 E . FICL' AlA J ZONED: M- 1 Of _ h'EHO( F USE: OFFICE -WARELIOUSE c - ' F3.0 ACR,�� ' Winchester Regional Airport Notes: 1, During the construction phase of the buildings, all cranes will be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit, Intended hours and dates of operation should be coordinated with David Foley, Operations Supervisor Winchester Regional Airport Authority, no less than forty-eight hours o o ri r to start, 2, Outdoor lighting should be shielded and amber in color in order to minimize light pollution to pilots approaching the Winchester Airport. 3. Any trees planted as part of the landscaping should be of the type that are slow growing with a maximum mature height not to exceed the elevation of the proposed building to avoid future airspace obstructions, 4. Controlled burning should be prohibited due to the close proximity to the runway and since the property is within the flight pattern of the Winchester Airport, Unsuitable materials should be hauled away from the construction site appropriately. 0' 20' GRAPHIC SCALE P LC C h � � ri)/ U o C R: C •� ao �D d i> O � Q m Q) 'C M v G v Q � 't OO WO U Z O a Z W Q L I J O��C7OOOO Z O O k3 Qzz�mz(V) Qk_��v ti (N tiNIA J- CP 7y . 00 G Lf)� V) ZlrLO �P _ I qj �U .o �Q ti Q 8 � C ti j � o �8 8 LLj W �4 V ZW ,Izj Z 4 =o XZ U to F- z w r- Z U w ks o j cl� V) w z W w o'3 En d a > LU DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 SHEET 2 OF 5 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 soil Intentionally transported from the project site, 3A permanent vegetative cover shall be 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 outfal/ system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of24-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 fill 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. 11.6efore 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. Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e 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. I Z 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 p ry mea res 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 an d damage due to increases in volume, velocityandpeak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: (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. FLOW i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW FL 4. BAcknu AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III I `J�'''`' WIRE ,;,... SSO: A114pted from lnstdt don of 4tray and Fabric Fflter Barriers for Sediment Control, PIAI 3.05-1 ftww EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the north side of Airport Road and 2200' east of Route 522 south, The purpose of this development is to place a 4,043 sf addition to the existing office building to be used for training, child placement, administrative work needed for Foster Parents, Existing Site Conditions This area is currently has an office building and associated parking and sidewalks. This area typical of the shale ground in Frederick County, Drainage is very poor and there are several areas of ponding. The owner and tenants of the office building have complained of mosquitoes during the spring and summer. The yard areas are also difficult to maintain since there is ponding and "soft areas" for several days after rainfall events, The drainage attempts to flow from the east to the west, Adjacent Parcels The surrounding areas are residential lots to the rear and business/industrial areas to the west, south, and east. The residential lots will be screened from this building and stormwater will not drain towards them, The area to the west is currently a vacant lot; however, there is an approved site plan for a hotel on that site and the plan clearly shows a stormsewer system that will receive our stormwater and route it through their pond. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows C/earbrook channery silt loams (#98). These soils have a high water table, high erodibility, and "a drainage system is needed" for runoff, Critical Erosion Areas There are not any critical areas on this site, Erosion & Sediment Control Measures A# 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 drain pipes with outlet protection Install silt fence and diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) 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 ry to prevent erosion and sedimentation as determined by the plan approving authority. ES-7, All disturbed areas are to drained to approved sedimentcontrol 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. O 1z � L6 W J �N w og Q) oomo �m°-�c z zz J►-N�I QO .�DON� �ti o 4- LA_ I nao �O Super �m W - ;• . ^ v W Q � E/evofed ±39 o Net 29 � � L vories f 13.2' 12" OF 218 4.0 12.0' 2'-7"(CG-7) 12.0' 80' R.O.W. - ROAO IS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION - NOT TO SCALE 20' 0' 20' I GRAPHIC SCALE I I I I I i r 5j8' IRF V� :T �. , K T , . 4� � f,, r, r �.;,e ., ,'t .,,,( ,, ...i+ ,� .y, _ �. ,3;i c .',," t _.{ s �- , _�.0 _;..,, �.,_.... l _ - k 1 r 259 76 'lNV j •. I ' 24.9 k + 24 8 � 6 4 0 a�E Z5 8 CURB/ E�! 1 _ 26 r 7I + RIP -RAP EX. C� CUT , 26 k ` , L �i a r� I x r \ 7 a C llvl 27? 2 INV 7 .9 26 4 724. h , TEE WITH CLE4N©UT 190' OF 4" & 8" PVC ®.0.5� ;.: TEST PJT 268 /NV ` CLEANOUT 75 } 72 .6 P �. , A PLY 1.5 SM-2A ,y f 1 n " � ! ,� fir- �. U i. 41, C ! + 6-6 v t ,,. FH ., r y, �i 1 t J 1 , s 0 r, fi`r F V`✓�i{ o-=-a 27. , 0 . k � LIGHT � .. _ Ac +'!F E,,' ;c TRANSFORiv1EF.' .. 1 E TRANSFOR1vIER TEC EPHUNE PFD. - ___ X �. X , , 4 DI I = 4-7 F7 - y -_ } - _ %vti_ /N 72 _ i (/ 726 72 >� lnv 725.01 r E,V Vp - Z_ 5 ....-. ;. �, /ig, iRF 27 7 -- - 27-5 28- PIPE OUTLET CONDITIONS OUTLET PROTECTION A -- I TEMPORARY DIVERSION DIKE 1 A ado (MIN.) CULINERT SIZE Q N 10-YR WIOTH A APRON LENGTH WIDTH B STONE AREA SY 1 8" 1.0 CfS 2' 8' 6' 6" J.5 Seedino Schedule (Der section 3.32 of VESH L) Topsoil will be spread at a minimum depth of 4° 2.) Pulverized agricultural limestone will be Incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 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, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre, 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. -�W% 'ffW' PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW ws•-..- . ..fir., FILTER• KEY 1RECOMMENDED FOR ENTIRE PERI[METER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, :• BASKET. OR CONCRETE. THE LENGTH OF 1" STONEUSING PLATES 3.18-3 AND 3. d = 1.5 TIMES THE MAXIMUM DIAMETER, Source: Va. LESS THAN 6 INCHES. SOURCE: VA. DSWC Compacted Soil 'I" .�N�A �O CIO7y O 00Q _ Ln Ev Z) `1 2lrL0 �P �Qozi� �ooQ��az tit ;1Z C: � z� UA z zmoQ wCCuQ, E�Q� ?ota � z_ QZt oLIE C-)CK �000"'o �o z o o�NLI Z L > 06 LLI a UU as nf� DATE: MARCH 6, 2007 SCALE: 1" = 20' FILE NO. 0195 PLATE 3.09-1 SHEET 3 OF 5 PLAN VIEW OF STONE DEPRESSION AREA FOR STORMWA TER RUNOFF 728 728 727 727 726.25' 5' WIDE 726 __ _ _ ___ _. _ __ __ __ _.. ___..._.__... __ _. _._. _ . _ _____.. __ 726 29 SLOE TOWARDS B-B 725 ___ i __.__ _ i _ _ __ _ ___. _ ___. I _ . __ , 725 724 724 z 723: II O 723 0 oo;o o'o 0 0 0+00 0+05 0+10 0+15 0+20 0+25 Stormwater Runoff Increase From Development Or/ginal Lot prior to any development A=1.50 acres, C=0.35, I=6.8 in/hr Q=CIA=3.6 cfs (10 yr) Fully Developed Lot A(1)=0.57 acres, C=0.90, I=6.8 in/hr A(2)=0,93 acres, C=0.35,1=6.8 in/hr Q=CIA=5.7 cfs (10 yr) The existing conditions do not allow proper drainage. This causes ponding in the area, The site plan approved on the western lot for a hotel collects runoff from this lot and routes it through a pond. By installing the drainage trenches and grading shown on this plan, ponding should be eliminated and the stormwater will be allowed to continue towards the west. Therefore, this plan does not propose any detention of stormwater as it would defeat this intent. 728 - - - _ __ __ _ 728 726 726 40 -_ 724 _ __ __ _ _ __ _ _ ..._ _ _TWO RUNS; OF 4 J : _ . <,, _ __ _ _ _ _ 724 PIPE _ PERFORATED ONE RUN OF 8 ao AND SOR-21 OPAIN PIPE 4 j o; Q o 722 _.. __._. _. W ; ...... ___ � Q o.. __. _ �_ 722 Q z 720 720 00 °18 II II O z o. z 0+00 0+20 0+40 DRAINAGE DITCH SIDE BRANCH PROFILE 1 "-20' Hor. , 1 "-2' Vert. CROSS SECTION A -A 1 "=5' Hor. , 1 "-1' Vert. PROFILE OF STONE DEPRESSION AREA FOR STORM ATER RUNOFF 1 "=10' Hor. , 1" 6 " Vert. 730 728; 727 726 0+25 CROSS SECTION B - B 1 "=5' Hor. , 1 "-1 ' Vert. Wrap in Filter Fabric " 4" Topsoil over #57 Stone Q CX: tC a _.. �•''� �L 726 z .... OF 4" PERFORATED PIPE AND ONE RUN OF 8" SOR-21 DRAIN -- PIPE 190' - 0.53q - TWO RUNS 24 ° Ditch Typical Drainage Trench Cross Section 1"= 1' 727.75' 724 723.0' FOOTING 722 Qj' ti Q O Z 720 Cit Qj ati ^i z o �CINCX- Q CL cV O `O O O;� O 0+00 0+20 0+40 0+60 0+80 1+00 BOTTOM r< o 0 z' o Q Z � � 1+20 1+40 if N 0 W N Z G1 cl� O Z W -� U o , 0 �CQ N Q) ^O +i Qr) + N 1 +80 2+00 _ 730 _ 726 2+20 _ 720 728 727 726 723 .�N1A Uj d0 '44- 0 .0 �Q _ • Ln y 0 > 21�0 vP SOO �2O zU W O z U0 LL, O cn Q. H W r-r w w� V) LULU as Rw Q� w Q 0 DATE: MARCH 6, 2007 SCALE: As Shown DRAINAGE DITCH PROFILE 1 "=20' Hor. , 1 "-2' Vert. FILE NO. 0195 SHEET 4 OF 5 genef 6' star 6' I.T.T.T'1.1.1.TdG:111 STANDARD All backfill to be compacted to 95% of ASTM D698 maximum density. 4' select ,ackfill e' concrete CONCRETE ARCH III 24' select backflll 6' CONCRETE ENCASEMENT TRENCH & BEDDING -1- 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' to" 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 t0' -- -- -- 40 -- -- -- 20 REDUCER I' L _ ---1 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" 1 10" 12" 60 60 1 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- 24" select backfili 8' 1/2 O.D. 6" MAR 06 concrete pad 18" dla. x 6" deeper — finished grade 4' stone—J screw type adjustable 48' min. location marker valve box joint I valve restrained stone restraints to mein T\i •:i 14" thru 36" GATE VALVE -9- MAR 06 I�Lr Lr -I fIn addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch I outlet (Lb) piping shall be restrained, (2) any joint that falls j 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 451 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 6 20 20 20 10 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 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 10 20 20 20 12 X 8 20 20 20 20 t2 X 6 20 _20 ?0__ 20 TEE, CROSS, WYE ��. 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" lI 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 - 6" THRU 12" 2 OF 3 MAR 06 -3- MAR 06 N dla. schedule 40 steel pipe filled with concrete — and painted yellow finished T grade r t -s" concrete U encasement ;� •�,; ,; �� 3' BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. It Installation Is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad t'-6` dia. x 6' deep finished grade 4` stone screw type adjustable valve box —locator marker FIRE HYDRANT ASSEMBLY -10- finished DOWN BEND DEPTH 4 FT. MIN. —_ Ld DOWN BEND RESTRAINED LENGTH 21 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 joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). mechanical joint swivel tee with 6' branch APR 06 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH of BURY 4 FT MIN. 5-12 F. 4 FT. MIN, 5-12 FT. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PWIDIP 45, 21.5 & 11.25 20 20 10" PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10' DIP 45, 22,5 & 11.25 10 20 8' PVC 22.5 & 11.25 20 20 12' P✓C/01P 45 40 20 8" DIP 45, 21.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12- DIP 22.5 & 11.25 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 Existing �5' min. Pavement - 5' min. Edge of VDOT Edge of VOOT Right of way Right of way 48" min. water spacers (see notes 1 & 2) casing pipe or - / carrier pipe tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall Dia. ('� Dia. (I / Thickness (") 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner ) 36' min. sewer joint restraint end seal SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot end within 10 Inches of connection to bell; then 2 spacers evenly placed on length of pipe. 3. Carrier pipe within the casing shall be restrained 4. Water service laterals a. Casing pipe shall be SCH 40 PVC or SDR 21 1) 3' diameter pipe for 1' service lines 2) 6' diameter pipe for 2' service lines b. No spacers or sand fill to be installed HIGHWAY CROSSING -5- APR 06 730 _... Q:-- 725 7 TEST PITS REO D z ' Ct- 720 62' OF 16" SLEEVE 220' OF 6" SOR-21 BORE &JACK UNDER RT 645 715 _ _ m v h LQ z Q z � z I � O co dQ L 's �!Q O I'i i I I ' I O O; .� i �i � O mot- �o O �! M O O N Lr) N t i 4 +. O Oi O N 0+00 0+50 1+00 1+50 2+00 WA TER LINE PROFILE 1" 50' Horizontal, 1" 5' Vertical 2+50 7,30 725 720 715 ■ � tU Q O a �j 0 0 0 C 1 � i j � M 41 C p O I to N N > o ro L j = Q G V O fo Q r'• l 46 �:.. J~�� U �O LL1 � cn yy o Cs _ Lr) N. :D J � CS � 0 Z �Q zQQ) Q ry 0ti,��rrZ LLJ = O (6 � O ~O '-• t- V ~ Q Z Z 144 Z Z m O O Z O V Q Z z �w H U) w z W w o2S Q IU cf� r0I w w a a LU UJ O 0 t� M DATE: MARCH 6, 2007 SCALE: As Shown FILE NO. 0195 SHEET 5 OF 5