The URL can be used to link to this page

Home My WebLink About30-08 Valley Proteins - Parking Lot Addition - Gainesboro - Backfile (2)rAyArJyArA jr 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insurethat the streets are maintained in a clean, mud and dust free condition at all times. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all 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 developer from this responsibility. 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. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 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 and shall receive 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 and 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 VDOT right-of-way shall have a minimum 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict sewer lines. Information should also be obtained :from the appropriate authority concerning permits, cut sheets, points. and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be utility verification and the proposed construction. 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 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall . be performed in accordance with all applicable VDOT standards result of his construction project within or contiguous to the existing right-of-way. and procedures. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within development permits. 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 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless project. The relocation should be done prior to construction. specified otherwise. 20. These plans identify the location of all known. gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as in accordance with state law. In the event gravesites are discovered during construction, the owner and specified by VDOT. engineer must be notified immediately. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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 24. All utilities to be located underground. 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 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. 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. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge FCSA CONSTR UCTION No rP LI Specifications. Density shall be determined using the density control strip as specified in Section 315 and 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. p - 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. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 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, 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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. 6. When an existing water main is tapped for the installation of anew line: a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. b) The contractor must: 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified 2. mark the tap location. by VDOT. 3. coordinate installation with the engineering -assistant. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in 7. Exact locations of water and sewer services on new lines are to be coordinated with the. Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. a permanent meter is installed: FIRE MARSHAL'S NOTE a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. Fire lane markings and signage: c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed d) All components of the meter box assembly shall be in proper working order. by field inspection at the directiorn� of the Fire Marshal's Office. TRIP CNA 1 ION A IA 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. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 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. NO INCREASE TO TRIP GENERATION e) The Authority will install all sewer laterals. PROPOSED WITH THIS P LAN 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONl A C.1 3 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 backflow prevention unit. Radio read remotes are required. Water/ Frederick County Sanitation Authority Phone: Sewer: P.O. Box 1877 Verizon P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box Winchesterr,, VA 22604 (540) 869-1111 HANDICAPPEDPAR INC NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE ---330 - 330 400 EX E/P PROP E/P EX C& G PROP C&G CG-6 0 CG-6R EX. 15" RCP PROP. 15" RCP EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER PROPOSED REDUCER STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES l2 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE --- PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENITIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE 1. Boundary survey was performed by: X 735.4 X35-5 Dated: 2. Aerial, horizontal and vertical control surveys were performed .by: (Year) 3. Aerial topographic mapping performed by: Dated: "'FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL VICINITY' MAP SCALE: I " = 2000' S 1. COVER SHEET 2. SITE PLAN 3. LANDSCAPE PLAN 4. DETAILS THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION SITE LOCATION VALPRO DRIVE EX STREET ADDRESS 151 VALPRO DRIVE PARCEL IDENTIFICATION NO. _ 41-((A))-18 LOT AREA 164 AC. DISTURBED AREA 9,104 S.F. CURRENT ZONING M-2 CURRENT USE INDUSTRIAL GENERAL DISTRICT PROPOSED USE PARKING ADDITION BUILDING HEIGHT: MAXIMUM ALLOWED = 35' SIGNS: NO SIGNS PROPOSED LU LU Z Z 0 N o co ou. Rom .9 --w LOW L0 0 1-1 C Co U ob O Q �� (D I a `o an a� E, ffQ w N N O d o C � W co N Q 8'' MMAVRK D. SMITH Lic. No. 22837 I 1�1 fl S10NAL OUTDOOR LIGHTING: NONE PROPOSED BUILDING SETBACKS: REQUIRED: FRONT: 50'/35' PROPOSED: FRONT: - SIDE: 0' SIDE: 30' E--+ REAR: 0' REAR: 32' PARKING TABULATION EXISITNG PARKING SPACES = 53 PROPOSED PARKING SPACES = 22 Q TOTAL PARKING SPACES = 75 (INCLUDING 4 ADA SPACES) LU 0 LANDSCAPED AREA CALCULATIONS E-' 41- A-18= 165.16 AC LANDSCAPED AREA REQUIRED 15% = 0.35 AC OR 15,550 S.F. o LANDSCAPED AREA PROVIDED 24.21% = 0.57 AC OR 25,100 S.F. ® � U INTERIOR PARKING LOT LANDSCAPING (165-27(E)(11)(bl: i TREE PER to SPACES W J 22 SPACES PROPOSED/ 10= 3 TREES REQUIRED ;> O PERIMETER LANDSCAPING (165-27-(E)(11)(a): 18,000s.F. INPERvious AREA U ® w CC 1 TREE ® 2000SF FOR 1ST 100,000 SF OF IMPERVIOUS AREA / 2000 = 9 TREES REQUIRED CC o Q a Q4 TOTAL 12 TREES PROVIDED W NOTE: Z "ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. Project Name: VALLEY PROTEINS - PARKING LOT ADDITION Magisterial District: GAINESBORO MAGISTERIAL DISTRICT Owner: WINCHESTER RENDERING CO, INC. Project Number: 0804V Date of Plan: (Month, Day, Year JUNE 255 2008 Address, Including Zip Code & Telephone No. PO BOX 3588 Winchester, Virginia 22604 Developer: Address, Including Zip Code & Telephone No. 151 Valpro Drive .VALLEY PROTEINS Winchester,Va 22603 877-2590 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 . IN JU 2 5 2008 GREENWAY ENGINEERING DATE: June 25, 2008 SCALE: NA DESIGNED BY: JNT IWIIM'Ll010 0 0 UIMTIUIj SHEET 1 OF 4 4DJACENT LANDOWNERS MAP TM 41-A-IS WINCHESTER RENDERING CO, ZONED: RA 164 AC+/ - USE: AGRICULTURAL/ TM/41-A-2� MARPLE SJNZED: THOM 0AC `1 CONC. BAJMPEkS \ \ \ �(WNEENST�OPS) ____ L_ _ ?z� Tt� 6E PRQvIDED \ W/ 4' SEPRATION \ \ \ \ ExISITN PARKING SPACES �, 9 I ° '9 v �4- 9 LIMITS OF , \ \ \ / , 9,9�'�a- �r'+o� \ �� °9�,a CLEARING 4 GRAdING \� \ \ \ \ \ EX151TIWz BUfLDINCs \ , � � 1 I V 9�1s✓y' m c?'s s*��91��' �91u� ' •'i ' rc� _ � B �� cs (� \\ \ \ � � 1 \ I + 9��'$ - ids! r a 9'a � `� s � 99�`?a ° •� s .—.� /_ �' � + � \ \ \ \ \\ \ \ ISHC °ra �0• 4- EiOLLARp 8.61 RAMP SLO LIGHTS \ \ \ @i � G TO BE OVED •�'e a �`!<P f � \ �9$ s\ \\ THI ARE RAMP c ~ 12 +\� _:9x 9oROP.. 6 �JDEWALK 14 112' I P TBR 1240 Iv° y 9f PROVIDE NC PARkINCs SPACE AND STRI I I \ , \ P NG fRE�FQ CK COUNTY INEa'TION4 NOTE PARKING AND ACCESSIBLE ROUTE INTO BUILDING MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR WALKING SERVICE, AND MAX 1:48 FOR ui I —► LANDINGS AND ACCESS AISLE IN X C f ALK Jr ! ( 1 t �� / \ \ \ \ \ 9, f•• �\ 9'' �,?9 ' LIMITS OF `� PARKING AREA. I i CLEARING E GRA ING 12e w 10 \ \\ \ \ \ \\ \ o 4 CAROL SITE TM 41-A-63 :STER RENDERING ZONED: RA 20.19 AC+/ - USE: AGRICULTU EROSION $ 5ED IMENT CONTROL_ NARRATIVE SILT FENCE TO ICE IN5TALLED ALONG THE DOWN 511DE OF THE L IMIT5 OF CLEARING ,AND GRAD INCH A5 5HOWN AND 5HAL L. REMAIN THROUGH OUT THE DURAT I ON5 OF CON5TRUC I TON PERMANENT 5TA51 L I Z IT I ON: ONCE CON5TRUCTION 15 COMPLETE, ALL D 15TURIIED AREA5 NOT I=AVEE) 5H AL-!_ 5E RERM,ANENT1_`' SEEDED IN ACCORDANCE WITH THE VE5CH MANUAL.. 24' Lq 20' 15' 5 STOP BAR I 12 EP \° \\ +9 \\ 9! STOP SIGN ( 1210 PROP. LP r / / / / I / j I \ \ ! I �a�NOTESR ?, / WI EN I' T6 ALLOW 2-WAY TR4 L// ` .`\ \ \•ram \ 9� s CONTRACTOR TO ENSURE � I MI 22' � POSITIVE FROM ALL PROPOSED I l DISTRUBED AREAS. PAVEMENT MILLING OR OVERLAY MAY BE REQUIRED. + -6R / / / / / / < ti ARING d GRADiN - - - - - - ox- IN \ 1 a z W W z — z W oLr) C.0 bccoli I a 0 U co No � zx W > Lo w Wg(CL, 'C� oLo '-r, r4Nw r c�.uy w H A b�IMARK D. SMITH LIC. No. 22837 SIGNAL E s Q O E, O � H W ~O O � � W Y O W J a X Q m a c w r—I JUN 2 5 2008 G EEI WA I DATE: June 25, 2008 SCALE: 1" = 30' DESIGNED BY: JNT FILE NO. 0804V SHEET 2 OF 4 08-36 ti w e, \ \. t .1 11 11 [ - --- 1- - - - --- ---- - --- -- -- - - L '4 i i 1 � \% \ e O� ••' ,x •L w4 1 \ � l i \ O 1 3 � •t \ LIMITS OF a. RING & GfRAING AD � \ ze AS 1 � AB AIS + I r + I i i 1 r 1 1 i AD LANDSCAPE TABULATIONS (453 50TANIC NAME COMMON NAMIE QUANTITY SIZE A5 Acer Sacchanum �'� .-SUCsAR MAPLE 9 (parking) 2" cal 545 1 i \ \1 •t I� I I II t \ It a z LY W z z W O Lo co �M1 I H aU CND 47 U — > C\2 co U x W >� �CD CD W od0 � a ►c� nn U r, rn rl- N W ^` O cy w in F, Q OF MARK D, SMITH v Lic. No. 22837 `�jONAL rEr,� V1 Nk O Y O W a L(MITOE _ r�- MM �Ny .r r !" r J W W rCLEARINC 4 GRADING' \ v; . ..,� "•a.�(i \ • �- "" .—ws�-ram l\'aft 'r'"� jr %rr •; N, R---- _,.J.-..__. ----'- ........_.._..__._____..._..._.____.__e....__....._-...___....-.___._ j-_ �p�/� , - -- —ENG - i" f , -•.June 25, 2008 SCALE: 1" 20' . _ -'�1 ; /. J ///__{ !,0 (r t ...`may t •L \ DESIGNED BY: JNT F t + i , A FILE N0. 0804V 20 10 0 20 40 SHEET 3 OF 4 SGALE: 1" = 20' 08-36 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Planting Dates Species Rate (lbs,/acre) Sept, 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-ftorum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb. 16 - Apr, 30 Anual Ryegrass 60 - 100 (Lolilum multi-ftorum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder, Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4' soli cover. TABLE 3,32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Minimum Care Lawn Total Lbs. Per Acre - Commercial or Residential 200-250 lbs, - Kentucky 31 or Turf -Type Tall Fescue 90-1007 - Improved Perennial Ryegrass w 0-107 - Kentucky Bluegrass 0-107 High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 tbs, - Seasonal Nurse Cropow 20 tbs, 150 tbs Low -Maintenance Slope (Steeper than 34) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. - Crownvetch wow 20 tbs, 150 Lbs w Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. xx Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtalt Millet August 16th through Sept„Oct. Annual Rye November through February Winter Rye w*w IF Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated, Weeping Lovegrass may also be Included In any slope or (ow-malntance mixtures during warmer seeding periods; add 10-20 tbs/acre in mixes. PRUNE DOMINANT LEADERS — PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER AND I —III —III —III —I I II I I —III— —I CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. TREE PLANTING DETAIL TREES <4' CAL SCALE: NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES —= PRUNE SUCKERS 2"-3" MULCH KEPT �^ AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER 1 UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE NOTES: t. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO 8E CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB de GUTTER. 4. FOR USE WITH STABILIZED OPEN —GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. e tottom of the curb and gutter may be conetrticted parallel to the slope of aubC„am courses provided a minimum depth of 7" is mai"iained. COMBINATION 6" REVERSE CURB & GUTTER I. L DIG HOLE 2X-3X ROOT BALL WIDTH TREE PLANTING — VERTICAL STAKES TREES <4' CAL. SCALE: NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FL_1Y 3. STAPLE FILTER MATERIAL TO STARS AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Conkrol,VA. DSWC P1ATE. 3.05-2 Sherwood and 'Avant HHHHH jz" ' SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE I 12 I SIGN (SEE DETAIL) BACKGROUND MAT'L. FC OR DARK COLORED 2" LETTERS & 3/8" BORDER RESERVED �WITH_ _ E�� _ 2 INTERNATIONAL SYMBOL PARKING � OF ACCESSIBILITY TT 24" 61 STRIPED AREA 9 0 4.0' MIN. 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS SYrleoLs s' MIN. UNLAWFUL PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 8' VAN ACCESSIBLE SPACE $50.00 TO $100.00 BACKGROUND MATERIAL 5' FOR REGULAR SPACE HANDICAPPED PARKING DETAIL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE. UN OR TIE HOSE . WITH TIE STAKES ) TO FIRM SOIL to STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS cc CLU O 4" REINFORCED CONCRETE 3000 P51 4" 51155A5E (21-A STONE) WIDTH VARIES \N SEE 51TE PLAN 1/4" = I' —I ) I' -III III I I I�� I I —III III —I COMPACTED 5U5GRADE 090% DENSITY) CONCiR.FTF_ 51E)FEWAL< DETAL (NOT TO SCALE) offa ON51TE T�'PICAL PAVEMENT 5ECTION NOT TO SCALE L IG4T PAVEMENT 5ECT I ON pig in u u u u PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 10, SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVTITSECT M. cG-Iz PERMISSIBLE A CONSTRUCTION � #5 DOWELS, 8" LONG JOINT 4'® 12" C-C 4' W I MIN. �1 FLOW ON51TE T�'PICAL PAVEMENT 5ECTION NOT TO SCALE L IG4T PAVEMENT 5ECT I ON pig in u u u u PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 10, SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVTITSECT M. cG-Iz PERMISSIBLE A CONSTRUCTION � #5 DOWELS, 8" LONG JOINT 4'® 12" C-C 4' W I MIN. �1 FLOW N N� �B' D:t vAX � t0� j BB�MA DOMES TRUNCATED SEE SHEET 1 OF 4 FOR DETAILS A e'-o" 4'-0" BACK OF CURB 12:1 MAX' 48•1 MAX" 20 1 -'--P� SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION Q-B NOTE; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. Th . a 53" u SECTION A -A WHEEL STOP DET,411- NOT TO SCALE 16" 2-24"'6 KEBABS FOR WHEEL STOP ALTERATIONS A 4'SQUARE LPMDING AREA OUTSIDE OF Y 7RAVELIVAY SHALL Y J BE PROVIDED WITHIN �� THE MARKED CROSSWALK AREA N Cn CROSSWALK U '- TYPICAL PLACEMENT `KOSSwP, IK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. hllhll6lUM CURB RAVP LENGTH 8 FEET FOR NEW CONSTP.UCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 mEarlcAna+ REFERENCECG-12 DETECTABLE WARI'•'IING SURFACE 50 TYPE A (PERPENDICULAR) APPLICATION NEW 7,05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A W i� W o N cd I � A Q) O MARK D, SMITH 9 L(ic� , No. 22837 f SIONALLIU s Q O ems--+ W � J H JtiN 2 5 2vJ3 GREEN WAY DATE: June 25, 2008 SCALE: NA DESIGNED BY: JNT FILE N0. 0804V SHEET 4 OF 4 08-36 a� a) (3) a N N o; 0 0 0 N Ln N lip 3 d U 0 0 0 0 CEN.ERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR 330_--------'-�'�� SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and of awed ditches will be needed. The developer will be (VD ) g / P responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility onsibilit of the develo developer to locate and identif utilit facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these laps does not indemnify the developer from P P Y PP P Y P this responsibility. 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. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 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 and shall receive 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 and 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. EXISTING INDEX CONTOUR _ 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT EX E/P PROPOSED EDGE OF PAVEMENT PROP E/P EX C2 G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE -= PROPOSED TELEPHONE LINE EXISTING STORM SEWER EX. 15" RCP " PROP. 15 RCP PROPOSED STORM SEWER y EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE -- - -►- - -•- - FENCELINE EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL L W LU Z LU CQ CD 00 � o 4 CQ 0 o Ron- Co � M - y 1n N LU °N) LU p.� o � � � H w \ // �� f=� / j !? `] S� J �� SHEET INDEX o N o ,>.. y a w 1. COVER SHEET 2. SITE PLAN 3. LANDSCAPE PLAN 4. DETAILS 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained :from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 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 VDOT 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. V12. Any unusual subsurface conditions (e.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 vicinity until an adequate design can be determined by the engineer and approved EXISTING WATERLINE W/ TEE-�-�--� , T, PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT C& EXISTING WATER VALVE PROPOSED WATER METER PROPOSED REDUCER Z O W a by VDOT. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. representative prior to placement and fill. 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. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES A,2 HANDICAP PARKING W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known. gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 9,5% 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 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. 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. V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall be i� y q g g / p g installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the 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 VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT ® SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE _ CENTERLINE 74 EXISTING SPOT ELEVATION X �5' PROPOSED SPOT ELEVATION X 35-5 EXISTING TREE LINE A THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION j �f MARK D. SMITH b Lic. NO. 22837 _ ��° SS1 C 0 NAL PROJECT INFORMA TIONO SITE LOCATION VALPRO DRIVE EX STREET ADDRESS 151 VALPRO DRIVE PARCEL IDENTIFICATION N0. 41- A 18 (( )) LOT AREA 164 AC. DISTURBED AREA 9,104 S.F. CURRENT ZONING M-2 CURRENT USE INDUSTRIAL GENERAL DISTRICT PROPOSED USE PARKING ADDITION BUILDING HEIGHT: MAXIMUM ALLOWED = 35' SIGNS: NO SIGNS PROPOSED SUR VEY AND TOPOCRAPRIC INFORMATION 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: An lace within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. 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. V20. Asphalt concrete pavements 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 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of 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. 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 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 these plans 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 of the guardrail layout to be given by VDOT after grading is mostly complete. OUTDOOR LIGHTING: NONE PROPOSED BUILDING SETBACKS: REQUIRED: FRONT: 50 /35 PROPOSED: FRONT: - SIDE: 0' SIDE: 30' REAR: 0 REAR: 32' PARKING TABULATIONCD EXISITNG PARKING SPACES = 53 PROPOSED PARKING SPACES = 22 TOTAL PARKING SPACES = 75 (INCLUDING 4 ADA SPACES) LANDSCAPED AREA CALCULATIONS 41- A-18= 165.16 AC LANDSCAPED AREA REQUIRED 15% = 0.35 AC OR 15,550 S.F. LANDSCAPED AREA PROVIDED 24.21% = 0.57 AC OR 25,100 S.F. INTERIOR PARKING LOT LANDSCAPING (165-27(E)(11)1 TREE PER to sPACEs_(b): 22 SPACES PROPOSED/ 10= 3 TREES REQUIRED PERIMETER LANDSCAPING (165-27-(E)(11)(a): 18,000s.F. DIPERvtous AREA 1 TREE ® 2000SF FOR 1ST 100,000 SF OF IMPERVIOUS AREA / 2000 = 9 TREES REQUIRED TOTAL 12 TREES PROVIDED NOTE: *ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. � E" E- U) '-' ® ® Q 1�_ W Q E-+ W ® W E- 0 ~ U W � � 0 0 > Z W Y 0 W CCQ 0 W IL 4.4 a y t . 1Boundary survey was performed by: Dated: 2. Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Aerial topographic mapping performed by: Dated: FCSA CONSTRUCTION NOTES 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 the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line 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 all 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 meters through 2' in size. It is the 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 be 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 to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. A A /AZ_P FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHAL'S NOTE Fire lane markings and signage: Any rking" arngyellow d iyeow painted curb locations will be installed " kisigns an Pa by field inspection at the direction of the Fire Marshal's Office. 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 all 5/8", 3/4" and 1" water services.ENGINEERING TRIP GENERA TION I7A TA JU 2 5 23 GR E `�Y n . Q E E R I N G Project Name: j ]� - {V L��, PROI��1 -TINS ,j J� % ]� r LOT PA1 � I1 Y ADDITION O1 V Project Number: 0804V CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 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 - - Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. NO INCREASE PROPOSED TO TRIP GENERATION WITH THIS P GAINESBORO MAGISTERIAL DISTRICT DUNE 25, 2008 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA N FROM ITE TRIP GENERATION 7TH EDITION DATE: June 25, 2008 Owner: Address, Including Zip Code & Telephone No. PO BOX 3588 UTILITY CONTAC.13 �v SCALE: NA 11. All fire lines shall have a backflow prevention assembly (detector double check valve or 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 backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. WINC�IESTER RENDERING CO INC. Winchester, Virginia 22604 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. Developer: VALLEY PROTEINS Address, Including Zip Code & Telephone No. 151 Valpro Drive Winchester,Va 22603 877-2590 DESIGNED BY: JNT FILE NO. 0804V Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 HANDICAPPED PARKING NOTE SHEET 1 OF 4 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 08-36 4DJACENT LANDOWNER5 MAP TM 41-A-18 WINCNE5TER RENDERING GO, ZONED: RA 164 AC+/- U5E: AGRICULTURAL/ SITE TM 41-A-63 GNESTER RENDERING , ZONED: RA 20.19 AC+/- TM/41-A-28 U5E: AGRICULTU MARPLE BIL THOM 4 CAROL Z NED- 0AC/- 5 AGRfC URAL EROSION $ SEDIMENT CONTROL_ NARRATIVE SILT PENCE 5 TO BE INSTALLED ALONG THE DOWN SIDE OF THE LIMITS OF CLEARING AND GRADING AS SHOWN AND SHALL REMAIN THROUGH OUT THE DURATIONS OF CON5TRUCITON PERMANENT STABILIZATION: ONCE CONSTRUCTION 15 COMPLETE, ALL DISTURBED AREAS NOT PAVED SHALL_ BE PERMANENTL `` SEEDED IN ACCORDANCE WITH THE VE5CH MANUAL_. C3 \ \ \ \ \ \ �C3 '9! CONC. bUMPEk-6 — I �. I \ \ \ \ \ 9 9 — I _ _ _ aCJ Te BE VIDED > r� {fiL -` x W/ 4' SEPARATION \ \ \ \ \ \ EXISITS PAWING SPACES s!� 9! I '9 LIMITS OF \ \ L ( i I� 1 ` ` \ 9r.9'',a slr�' \ ° •991ac� CLEARING E GRAdING GUN "'iiilJl...11llllllllll / � �"6 �,y '�'P 9+ }9! '� �� `ram i ♦• � \ \ \ % ®9r 9i� EXISITIWG BUILDING f 'fl! � bi ii �=� -1'PE 6 HC ,a 8• 4- BOLLARD v-Op fV0 iO 9 \ 9 !as '\�°('.:: 8bl RAMP SLOPpS� ?a LIGHTS 1 # \ [ !� 9! s� .._ �...: T : G TO BE W fOVED a 111 \ THI ARE RAMP e 1210 s +9i X PROP.. 6' SIDEWALK. e EP \ 9r�s 9!(� 9r �! 112' P TOP, i \ \ I +` �9 �r I �9i I EP 1 \ \ \ PROVIDE HC PARKING SPACE AND STRIPING s FREDERICK COUNTY INEPCTIONS NOTE 5 PARKING AND ACCESSIBLE ROUTE MTO BUILDING MAX 1:12 SLOPE FOR ! RAMPS, MAX 1:20 FOR WALKIN!s SERVICE, s AND MAX 1:48 FOR + to I _ , ► �° I I 1 '� , I I 1 I ` t t a \ c� LANDINGS AND ACCESS AISLE IN C ALK PARKING AREA. LIMITS OF •. ��• 'U `\ \ \ `� \ \ /< CLEARING 4 GRA ING I I2EII Nd ImSTOP BAR 12 Ep 12 \ r �-•.' \ , \ \ \ \ \ + \ STOP SIGN I 10 \° \ sr \ v 9r 11 �, PROP. LP NOTES �. / WI EN I T6 ALLOW 2-WAY TRA L -- `.. ,_,_ '\ \ \ \ \ / ' \ \•ram / 9' 9,a m9 !' CONTRACTOR TO ENSURE � ? / , � �E POSITIVE FROM ALL PROPOSED / / / MI 22 DISTRUBED AREAS. PAVEMENT I \ \ \ \ t \ \ •\ / f \ � MILLING OR OVERLAY MAY BE REQUIRED. i -6R \ \ \ \ 1 \ \ t FARING t GRAD ellly 0 Z W W Z — Z WcQ o cQ co I W 0 lov U � I � I ao Z yco in CQ W UA U 2 �� Hw 05 +n a) 0 w w � V)VV4r:57 `*!, > MARK D, SMITH v LIC. NO.22837 S10NAL Z Z Q > 0 0 O � U w J Z U UZ W p J J°'� o w w w Zr-i CAA JUN 2 5 2008 GREENWAY ENGINEERING DATE: June 25, 2008 SCALE: 1" = 30' DESIGNED BY: JNT FILE NO. 0804V SHEET 2 OF 4 08-36 a) 00 CD CD rlj Lr) tD Ul) -7' O CD 00 CD E V) a) cn c: LLJ CD 00 CD 0 LANDSCAPE TABULATIONS ABB BOTANIC NAME COMMON NAME OUANTIT'r SIZE 145 Acer Sacchanum -;-.5UCAR MAPLE 9(parking) 211 cal 545 [- - -- I - - --- -- ---- — -- -- --- --- — L - -- - - L "I \ \ \ \ :, . *11 1 " \ 11, % " \ 11 \ '\ % X, \ \ % i \ N, I It A, N, F LIMITS OF LEARING 4 GRA51NG A A15 14 11 0 AD AIS ell 0 Ais LIMIT$ -.OF AD j . Ile -n -- -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - INN %\ 20 10 0 20 40 - MMENNI SC,ALE: 1 20' a z LLI z z LU c\l C O C\2 C\2 0 is b-o z Uj Lo Lo 00 —1 C\2 00 0 O CD N Lo M 0 1 Lo 't C\2 CQ O Q) W 0 4 Lo ao O (n cn 0 z 0 U) OP MARK D, SMITH -t Lic. No. 22837 P4 SIGNAL E- Cl) E, z z O 12, cr. CL 0 - _j z cr. a J U N 2 5 213 GREENWAY E- z �D DATE: June 25, 2008 SCALE: 1" = 20' DESIGNED BY JNT FILE NO. 0804V SHEET 3 OF 4 FM TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Lollium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4' soil cover, TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass w 0-107 - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 Lbs. General Slope (34 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. 150 Lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Tap Grass 2 lbs. - Seasonal Nurse Cropwx 20 lbs. - Crownvetch wow 20 lbs. 150 Lbs x Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. xx Use seasonal nurse crop in accordance with seeding dates as stated betowl March, April through May 15th Annual Rye May 16th through August 15th FoxtaIL Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye xxw If Flatpea is used, increase to 30 lbs./acre. All legume seed must be property inoculated. Weeping Lovegrass may also be Included In any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes, PRUNE DOMINANT LEADERS — PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET IIIIIIiI illllllllll ,�:,'�_ —III—_III—III f• -.;" v t yw WIDEN AND SCORE — HOLE WALLS I REMOVE CONTAINER AND I —III �I I 1 I I�I I I —III —III— —11 CUT CIRCLING ROOTS IF CONTAINER —GROWN OR AS LEAVE SOLID SOIL PEDESTAL — DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH I 2X-3X BALL DIA. " TREE PLANTING DETAIL TREES 0" CAL SCALE: NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES -- PRUNE SUCKERS 2"-3" MULCH KEPT -----AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER l UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE NOTES: I. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN —GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB & GUTTER 'I DIG HOLE 2X-3X ROOT BALL WIDTH "I TREE PLANTING — VERTICAL STAKES TREES <4" CAL. SCALE NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. "6'MAX. FLOW ® r 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i PLOW 4" 4. HACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sedimeat COntroRA. DSWC PLATE. 3.05-2 Sherwood and Wgant SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE I 12 SIGN (SEE DETAIL) BACKGROUND MAT'L. Fr_ OR DARK COLORED 2" LETTERS EP & 3/8" BORDER RESERVED WHEEL STOP 2' INTERNATIONAL SYMBOL PARKING WITH EP 0 T OF ACCESSIBILITY 24" 6� a — STRIPED AREA 9 l� U ro 4.0' MIN. 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS 5YM5OLS 8' MIN UNLAWFUL 4" STEEL PARKING IN THIS PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 8' VAN ACCE5515LE 5PACE $50.00 TO $100.00 BACKGROUND MATERIAL 5' FOR REGULAR 5PACE H,4NDIC41PED PAFKIN(S DETAIL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE. UN OR TIE HOSE . WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS 4" REINFORCED CONCRETE 3000 P51 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4"=P G -III III III I —III III III II -COMPACTED SUBGRADE ('30io DENSITY) CONCf ETFz eIDEUJAL< DETAIL (NOT TO SCALE) '.Par. • • f.' ONSITE T rF'ICA>_ PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION lid:�i�:�i�:�i�:�r�:�i��i�:�i��i�i�i�:�i S. � • � ♦ � u u u u ■ u � PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION, PVMTSECT M A d • 'd %f d 'd'' I6° L A :d d 53„ 9" u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE 16" 2-24" % REBARS FOR WHEEL STOP '., CG-12 PERMISSIBLE A CONSTRUCTION #5 DOWELS, 8" LONG JOINT 4, 0, 0 12" C-C 4, MIN. a< N4 [v 8 10:1 10 1 B MAX MAX j B 2, �1T TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS A TYPICAL DESIGN 8'-0" 4'-0" BACK OF CURB 12'l MAX. 48:1 MAX. 20: , SECTION A -A �2' MIN +� I PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL J BE PROVIDED WITHIN �< THE MARKED CROSSWALK AREA V) a 1' (n _I o Q U V1 ALTERATIONS 1' �Q 0 In C) CROSSWALK Of f�1 � n,-),) nn TYPICAL PLACEMENT C OSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTP.UCTION, 6 FEET FOR ALTERATIONS, SHEET 2 OF 4 SPECIFICATION REFFERENERENCEECG-12 DETECTABLE WARNING SURFACE REFERENCE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A a W W z W0 to CD C 00 C❑ G Q) ( >~ ' . to OU a0 Z�> .a _ t, I � �1 � Q) 0 W x � Q) Q) I Q O W 0 T U r 1 E-. i` rn fn 107, llh**N .5 4) O �s w U) a Cs. OF c f 9 MARK D. SMITH L�ICp. No. 22837 SIONAL E—+ I—i E, O Q O O Q N-i Z .QI E- O 'J ^W H Z W w Y 0 W J a o � Q4 E yl�it G DATE: June 25, 2008 SCALE: NA DESIGNED BY: JNT FILE NO. 0804V SHEET 4 OF 4 08-36