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HomeMy WebLinkAbout38-09 Mill Branch Industries - Outdoor Storage Area - Stonewall - Backfile (2)M rn M rl 0 a U) c �o a U z w w z U z w 0 a �v V) c A) 0 U tf U_ M rn M N _N Er - GENERAL NOTES VDOT GENERAL NOTES _ _ LEGEND VICINITY MAP CS 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. T e exact location of all uard rails will be determined b VDOT ersonnel. "A 'oint ins ection will be held 5 h g Y P ] P 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 g g g Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. Vl. 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 HealthPROP Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules and Regulations. V3. When workingwithin VDOT right-of-way, all traffic control, whether permanent or temporary, shall b in accordance with the current edition of yVDOT's Work Area Protection Manual. Furthermore, alltrafficPROP 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 b VDOT or rivate / public utilit companies. y 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 P P Y PP P Y 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 for anwork within VDOT right-of-way. permits gy. 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. EXISTING INTERMEDIATE CONTOUR - - - -- -- _ -330- - -- - o e EXISTING INDEX CONTOUR ---------------------------- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT ^_ EX E�P E/P PROPOSED EDGE OF PAVEMENT""" EX C&G EXISTING CURB AND GUTTER _ �� -' �.� -� _ PROPOSED CURB AND GUTTER C&G TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15„ RCP ° PROP. 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEVER - PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE E SCALE: 1 " = 2000' Z � ■i W W Z [■� W o 0 01 >0 � � � Z x W 0 LO CO � � 1 0 � 00 o CO co oa of I o o I p o a� o ' a � � 0 u, Ate: m, ,d -•- --- - - � ,. q ��, ,�� 3� � e J. era n o'fl� "'"" � / •� � "'"°" � ° " 'c ..' r "z'� a 3� ° ' `°"" "'�" ` `' ;r 3 O oM�+*�P\ 97 84C + _ �,a A ° � �`' �� C e �A ` °rooki . ;SWE � ��� 3 'n'M �F s C B1J � � n �°� 7 SHEET INDEX .. a ro b� 1.4 0 0, W 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 t o VDOT standard SB-1. P P 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 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. 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 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 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 b this pro. t shall be maintained through construction. The Developer shall have, y 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 thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e. ., unsuitable soils, springs, sinkholes, voids, caves, etc. encountered during the course of construction shall be immediately brought to the attention of he 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 by a VDOT 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. EXISTING GAS LINE PROPOSED GAS LINE (; PROPERTY LINE ��� ��0 FLOW LINE -► •••- •••�- •••- •••� FENCELINE---------- - EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE W -� PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER W �W PROPOSED REDUCER W STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 1. COVER SHEET 2. E & S CONTROL PHASE I & II AND NARRATIVE 3. E & S CONTROL DETAILS 4. SITE GRADING PLAN 5. DETAILS, COMPUTATIONS & PROFILES 6. LANDSCAPING PLAN Z O r 5 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. P j g g g Y• 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 but not more than ten 10 working days, prior to commencement of or blasting at least two (2) working days, ( ) g y p 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. 25. All outdoor lighting shall be designed in accordance with Frederick County Outdoor lighting Standards Section 165-10 .2 lace within these Tans stating Greenway Engineering,shall represent Greenway Engineering,Inc. 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 us or minus 2% of optimum moisture for the full width of any dedicated street 1 right-of-wa At the direction of VDOT density tests shall be performed b a qualified independent aency in accordance with VDOT Road and Bridge Specifications Certified byof test reports shall be submitted accordance oVDOTrda 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 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. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to th 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 laced 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. V20. As halt concrete pavements shall be placed an 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 P g. p. g 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. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for ap roval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard? PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. 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. V23. Approval of these fans shall expire three 3 ears from the date of the approval letter. PP P P Y PP V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. 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. HANDICAP PARKING L VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN � Q PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 O EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION X735.4 PROPOSED SPOT ELEVATION 35-5 X EXISTING TREE LIME W Ei 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 TH OF U MARK D. SMITH SIC. N0. 22837 O ��S SI 6 Ilr mil_ PR OJECT INFORMATION PARCEL IDENTIFICATION N054-A-3 STREET ADDRESS:: 8.9 Brooke Road Lot 25-C PROJECT SITE AREA: 710 ACRES DISTURBED AREA: 4.20 ACRES CURRENT ZONING: MI CURRENT USE-" MANUFACTURING PROPOSED USE: MANUFACTURING/OUTDOOR STORAGE SETBACKS: REQUIRED PROVIDED FRONT PRIMARY 75' 80, REAR 25' 61, SIDE 25' MIN. 2.9' MAXIMUM HEIGHT: 60 C9� NORTH_& 275' SOUTH ° PARKING SETBACK: FRONT SIDE -&-RE 25' 5' OR MORE THAN SIGN S NONE NONE PROPOSED WITH THIS PLAN (PLEASE SEE SHEET 6 FOR LANDSCAPE SCREENING) F.A.R. CALCULATIONSNote: LANDSCAPED AREA CALCULATIONS 54-A-36D = 8.9710 AC = 390 776.76 S.F. LANDSCAPED AREA REQUIRED 25%=2.2428 AC OR 97,694.19 S.F TOT. EX. BUILDING AREA = 93,377.4 S.F. LANDSCAPED AREA PROVIDED 20.10% = 1.8028 AC OR 78,531.70 S.F EX. BUILDING LOT AREA = 0.23 < 1.0 SEE CONSERVATION NOTE BELOW PARKING-TABUL1ATI"ON Q � Q�S REQUIRED: 3 PER 4 EMPOLYEES Q� �aQo D a o o o PROVIDED: 30 SPACES �� C�C�Q n ` E.., W W ,�' � � W > O � 1 V to N o J 1 a J Q � M Z �. W J J O 0) W 2 � Z � m J J i F'' V Q �' Z � W � O U) U W a Q W a' W w O E- 4 U)c) SURVEY AND TOPOGRAPHIC INFORMA TION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: JUNE 8, 2007 2 Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2007 (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 (or forced sewer) main is tapped for the installation of anew 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. 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. .� NOTES CONSERVATION NOTE SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE REQUIRES 25% OF THE 8.9710 ACRE SITE TO BE IN LANDSCAPED AREA (GREEN SPACE). THE PROPERTY OWNER, FORT COLLIER GROUP, LLC, CAN ONLY PROVIDE 1.8028 ACRES (20.1%) OF LANDSCAPED AREA ON SITE DUE TO THE MANUFACTURING NEEDS <• THE �� AND OUTDOOR STORAGE AREA NM.,T:.D�� OF THE PROJECT. THEREFORE, 10 ACCOMMODATE l'HIf, 0.44 ACRE DEFICIENCY IN ON -SITE LANDSCAPED AREA, FORT COLLIER GROUP, LLC AGREES TO SET ASIDE A PERMANENT CONSERVATION EASEMENT TOTALING 1.0 ACRES OF LAND WITHIN THE FORT COLLIER INDUSTRIAL PARK THAT IS ALSO OWNED BY FORT COLLIER GROUP, LLC. APPRO VAL FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHALS NOTE Fire lane markings and signaee: �� Any No Parking�� signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERATION DATA 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. M Project Name: r�► �r m FORT COLLIER IND US TRIAL .PARK - L ® I ,25 - C Project Number: 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 MILL BRANCH IND US TRIES 3793 0 IL. THE PROPOSED AREA IS FOR APPROX. 2-3 TRUCK PER DAYUTILIZING OUTDOOR PRODUCT PROPOSED STORAGE ENTRANC Magisterial District: g Date of Plan: Month, Da ( y, Year) meter. e) The Authority will install all sewer laterals. EXISTING ENTRANCEAND WILL NOT GENERATE ADDITIONAL TRARFIC STONEWALL MAGISTERIAL DISTRICT OCTOBER 14, 2009 DATE:October 14, 2009 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 Owner: Address, Includin ZipCode & Telephone No. 251 TYLER DRIVE P UTILITY CONTACTS 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. FORT COLLIER GROUP L.L.C. CLEAR, VIRGINIA 22624 i-703-ROOK973-0400 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. 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 Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY. JNT FILE N0. 3793 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 6 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 09-26 i X (Navy Federal Credit Union - lot 12) Erosion and Sediment Control Narrative project description Ion This property Is located IN Fort Collier Industrial Park along Brooke Road. The site area is 8.9110 acres of which approximately 42 acres will be disturbed for construction of outdoor gravel storage yard and entrance. Date of construction: Project will begin following land disturbance permit approval. Existing site conditions: This site is currently being vacant. The lay of the land is gently sloping with a small drainage swale on the Northwestern 4 Northeastern corners. Adjacent pigpertu: The site is bounded by vacant property to the south, and to the north, west and east by other developed Industrial uses. Offsite areas: There will be no off -site areas affected by this project with the exception of the construction entrance being in the right-of-way. Soils: The existing soil conditions were obtained from the soil survey of Frederick County. Critical areas: No critical areas on site. Erosion and sediment control measures Unless otherwise Indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Cortrol Handbook Phase I: Install duel 21" culverts as shown Install Construction Entrance Install Diversion Berm Install Super Silt Fence Remove Top Soil Place Stone base for outdoor storage yard. PHASE II: Install Inlet 4 Outlet Protections as shown. Provide Ferment Seeding in areas as shown. Stockplle areas: Stockpiles will be kept onslte and are to be stabilized with temporary seeding and protected with silt fence. Vocietative measures: Vegetative stabilization shall be uniform, mature enough to survive and adequate to Inhibit erosion. Permanent or temporary soil stabilization shall be applied to denuded areas immediately after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied immediately to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation lmmedlateiy after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction. Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Management strate8les: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. Sediment trapping measures shall be Installed as a first step in grading and will be seeded and mulched immediately following installation. Dams, dikes and diversions shall be stabilized Immediately after construction. Temporary seeding or other stabilization will follow Immedlately after grading. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. All temporary controls shall be removed within 30 days once no longer needed. Trapped sediment must be trapped and stbllized. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water 4 gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched immedlately from completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It Is the contractor's responsibility to provide additional measures to those shown, as needed, In order to control erosion and contain sediment on site. All measures shall be Installed according to the standards and specifications In the Virginia erosion and sediment control handbook Maintenance program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the and of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass Is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet 1s clogged by sediment, it shall be removed and cleaned or replaced Immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Also, it is the contractors responsibility for any cleaning/removal of any sediment on public or private roadways. Erosion and sediment control program: 1. Hold pre -construction meeting on site with inspector. 2. Clearing and grubbing for sediment control devices only. 3. Placement of sediment control devices. 4. Obtain inspector's approval prior to beginning usage of site for construction. 5. Restoration and stabilization of disturbed areas. 6. Remove erosion and sediment control measures with the approval of the inspector. Note: The Frederick county public works and engineering department retain the right to add and/or modif9 these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): I. All permanent seeding shall be in accordance with section 332 of the vesch 2. Spread topsoil at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. Per 1O00 square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per IOW square feet (1f00 Ibs per acre). 5. Seed all areas with a seed mix consisting of 61% kantucky 31 tall Fescue and 33% red top clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: I. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESGRIPTiON 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O— SUPER SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 GIP CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 OJ9- TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 ROCK CHECK DAMS 333 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START RESPONSIBLE LAND p157URHR NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND D15TUR5INCs ACTIVITY A5 5E? FORTH IN THE PLANS. l9tS l � E ..�._..._....— _ ,_ I . a � i '11, 14 A 44 GRAVEL STONE RASE TO SE I II ! 1 1 X 1 I PLACED ONCE THE TOP SOIL I 1 1 1 1 HAS BEEN STRIPED :AND I 1 11 I I REMOVED FROM SITE f�l ` ICI I —x r p F� xr f IJ ti _ a i p I rfF'n 1 EROSION &SEDIMENT CONTROL PHASE 1 � 25 m � 100 SCALE: V= 50' SCALE: i" = 50' O F-1 5 Q-i F4 A a Z W W Z Z W 0 0 cc 01 Cat .4 Rom �y Zx W b W 04� U LO 1-4 rn Q) 0 2t D w �n yTH of O � U MARK D, SMITH Lic. No. 22837 O _ANAL _ W H O J H Y E Q W Q a H J j � QCr F-1 Z W U) Z Q � � Z_ °D J W � W Z J o E­4 0 U) V O LL 4 DATE:October 14, 20091 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 3793 SHEET 2 OF 6 THIS SHEET FOR EROSION CONTROL ONLY!_ SCALE: 1 "= 50' SCALE: I" = 50' 09-26 MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM 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 SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT 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 CONTRACTOR 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 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 UPSLOPE 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 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 A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION 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 CUT 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. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, 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. NONEROD15LE 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 CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR GROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE 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 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. 11. 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 TNIS 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. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR 113. 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. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. CONSTRUCTION OF A SILT FENCE (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. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1110 FLOW 4. BACKFILL AND COMPACT TI-IE EXCAVATED SOIL. EXTENSION OF FABRIC (ANDD (WIRE INTO THE TRENCH. FILTER FABRIC \f�111 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 * 0-10% - 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 (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. _ 150 lbs Low -Maintenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: 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 *** 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 low-maintance mixtures during warmer SOURCE: Ades tod from IR01,,A114 i9u..9 iaf QAttel_f I Le LtSeI I I PI1+71;• 3.05-1 seeding periods; add 10-20 lbs/acre In mixes. (FORT COLLIER INDUSTRIAL DARN STOFt WATER CONTROL NARRATIVE THE STORM RUNOFF FROM THIS PROJECT 15 BEING CONTROLED THROUGH AN EXISITNG ON SITE STORM POND AND THE REGIONAL POND FOR FORT COLLIER INDUSTRIAL PARK. PIPE OUTLET CONDITIONS e A, 11PE OUTLET TO FLAT IREA WITH NO DEFINED :HANNEL ` 3do (MIN.) 1- I ' I :i' • Y= 1 : 1 1 1: 1 - 1 1 ' :i 1' ' ]I' 1 1: :i' 1 • 1 1 1 I• • 1 III 1' 1 1 8 1' I •I" "1 1 'I 1 I I 1• 1 •• 1 1 1 1 I I - PROJECT: Fort Collisr Lot 25-C STA I STF 1 to 2 Frederick County, VA FILE: 3793 CULVERT DESIGN FORM DESIGNER I DATE_ jnt' 10/13/2009 10/14I2009 HYDROLOGICAL DATA METHOD: Rational Area = 334.0 ac. CULVERT TYPE: ENT. TYPE: I NO- OF PIPES = DIAMETER= MANNING'S N=;O_D13 Ke - EU = ELa= ELtr =1680.00 ELsh=I68E10 L=``55.00 - -' 12i25� FEET I 0.2 685.00 684.72 -- - DESIGN FLOWS 1TAILWATER R-1- YEARS) IFLOW CFS TW FT) 2 1 - 1.5 10 21A3 1.5 I CULVERT DESCRIPTION: MATERIAL -SHAPE -SIZE -ENTRANCE TOTAL FLOW a CFS FLOW PER BARREL QIN HEADWATER CALCULATIONS CONTHOL HW ELEV. APPROx OUTLET VEL COMMEh INLET CDhITF10L OUTLET CONTROL HWilD HWi EL(hi) TW do (dc+D)/2 ho Ke H EL(ho) 2YR 16.A4 8.22 0.671 1.51 686.51 1.5 0.99 1.62 1.62 0.2 0.121 686.46 68E.51 292 I_C. 10YR 21.03 10.52 0.78 1.75 586.75 1.5 1-13 1.69 1.69 0.2 0.19 686.61 666.75 3.73 LC. TECHNICAL FOOTNOTES 1 1) HWi BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION ENTITLED CALCULATOR DESIGN SERIES 3 2) HWi MAY NOT BE ACCURATE FOR VALUES < 0,51) AND > 4.4U 3) EL(hi) = HWi + ELI (INVERT OF INLET CONTROL SECTION) 4) TW EASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL 5) ho . TW OR (dc-D)12 WHICHEVER IS GREATER 6) H = (1 + Ke + (29 n^2 L) ! R^1.33) V1,2 ! Ra 7) EL(ho) = ELo + H + hD OUTLET PROTECTION DESIGN MINIMUM TAILWATER CONDITION -Plate 3.18-3, Virginia Erosion and Sediment Control Handbook CULVERT ## PIPE STR # PIPE DIA Do 2-YEAR FLOW Q2 2-YEAR VELOCITY V2out APRON RIP RAP LENGTH La WIDTH UP 3Do WIDTH DN W=Do+La CLASS CI MEAN DIA d50 MAX DIA dmax DEPTH 2*dinax IN CFS FPS FT FT FT FT FT FT 1 1 27 16.44 2.9 10 7 12.5 Al 0.9 1.4 2.7 NOTE: MIN APRON LENGTH =10' LOOKUP TABLE d50 mean riprap spherical class diameter ft Al 0.9 1 1.1 11 1.6 111 2.2 LOUDOUN COUNT Vout erosion pr( fps 2-5 sod or VDC 5-8 VDOT cl I d 8-18 VDOT cl 11 c >18 special des STONE CONSTRUCTION ENTRANCE EXNSIING 70' MIN. A RLIER CLO714-- 6' MIN. I A I SIDE ELEVATION 1 « 12' M/N. L MOT / I COURSE AGGREr.�rE • MUST EX/ENO FULL OWTH OF WGnEW AND EGRESS OPM4RON 70' MN. WAWR1CK +-AOS M DRaNAG£ B TO SEDIMENT "MMWG DEVICE SECTION A --A SECTION B--B EWSMG PAVEMENT 3' 5:1 ' MOUNTME BERM (OPram) fo' MN. 10' IN. J• Et7ST7FJC PAVEMENT _T'O' MfN. S©URCE• Alwffi0 from 1981 NaiWand Standards for Soil erosiog and SOin Control, and Va. 95#V Plate J.02-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC I.---•- 4.6' mia. PLATE 3.09-1 W W z Z W CD Cq cu CO Fr 94 W crd CD Co U ' Z�> W x �Q) to C 3 Q,I'V W (D 4 0"t � 0i � ao U Lo -4 m rn Q)) O W � rz z O H 5 H A OF 1 � MARK D. SMITH Lic. No. 22837 O _ANAL _ 1� V N � O E-� J � 1 U wa CC 0) F--1 > a �Q 0 � H zF� C) Z E- O ~ V i--I < H �W J � E- 4 W Z Q J O a O X z O 0 M LL W DATE:October 14, 2009 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 3793 SHEET 3 OF 6 09-26 !1 i 14 �r @I— I I I I I uui 0 m 1 I LOT 26 �a I l �' ' �, T.M. 54-A-361< T.M. 54-A-36A I i RT FORT COLLIER GROUP L.C. 1 FORT COLLIER GROUP L C � DB 930 PG 1608 DB 1(06 PG 13 z I I1 ` ) 'L _.__._._ ZONE: Ml USE: INDUSTRIAL ZONE: MI USE: VACANT -------- `� fc t. A 111 _ q IL > — Vic — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ^— _ — — — — — — — — — — — — — — — 5' PARKING SETBACK 25 BRL zCir-----—.=------------------------------------------------------------------------------------------------------- I 'D l' 1 I I III I ( I) � i Z 1 I � t�'�.I I 4 /cIY- lo \ LI ,\ \ I, Z I I `Aw Lu Ily I \ ( EXISTING LOADING AREA (, \ \ \ I I1 �,"_ 1 ` ! nr I {�' ! I I s i \i ,�,IA 0 CONTRACTOR TO VERIFY S ` ,,[ I{► I I - I{ i 1 , I �. \ \ ,� DEPTH TO EX. SAN. LATERALTO -+ \} I I T.M. 54-A-36 D rroi I I \I 1 AVOID DAMAGE TO PIPE, r e Q (► I I] I f\ i I . 0.9-110 ACRES V` I I 1 II � CONTRACTOR SHALL ALSO FORT COLLIER GROUP L.C. EX. ONE STORY CONCRETE FACTORY BUILDING ENSURE PROPER COVER POSITIVE DB 111 PG 820 #411 BROOKE ROAD ( I I I I II j I 1 \\ \\ `� I DRAINAGE WHILE GRADING SWALE o�F.F. ELEV. = 691.00 I I I I I 1'\ I e, o, SEE PLAT DB 146 f G 1546 I I N I> I I \ \\ I INST. No. 060003113 _I I I _ Ilu t I 1[ I I �i }\ \ I I I\"01 {��� SEE PLAT DB 146 P '� I I i I I I 31 •• v > I, I ZONE• M1 USE MA OUTDOOR STORAGE O ( I �I I \do r- 03I \\ \ WALLPACK WA ACK WALL PACK - N i9'—'- ��, A\ \ °� I —p� LIGHTING LIGHTING u LIGHTING I p I \ R�,� I SEE SHEET 5 ��EE SHEET 5 SEE SHEET 5 — w � � O O �� I� I LEI � •`� I I n O � � 0 �} U I I I III t,lC I{ `^n v �, 7U 6• I I \ I I\ (L. Ju •� L ,� I I I I Ij { Q— (q I I `\\ 1 1\ ! I WALL PACK z z z ? �[ z 0) I I \ 1 \ \ ' I LIGHTING 0 O 0 0 > z0 O WATER METER VALVE 4 HY ANT ELEV I I tom_ r �F,� \ I I O (� 0 0� �" 0 1 ,I 1 I I 11 , 1\ SEE SHEET 5 �� p p z w TOP TO BE ADJUSTED IN i I I I 1 i W_ n\ 1 �- zw I 1 `°�. , i \ z O PROPOSED ®s).�) z FIELD BY CONTRACTOR ,.=. I I \ O y- O r0 O zWw- I I I \ \\ \ rA `► ADD 20' SLOT PROPOSED 3 DOOR �F PROPOSED tI \ I 1 I Q Llj \ I Q �r 14- - _ cL r x PROPOSED I ,i ;a La \ \ A 4 OFF GROUND r- r► ; 12 DOORS _ -. cn `•, I ! 1 -, 20 DOOR " DOOR — -r w 15 HGPE PI1-E T ST IT., ROOF DRAIN COLLECTION LINE E P .-_..- — G I4 ''- EXISTING LOt LINE t0 BE VACTEa.. �� �. -- IN DRAIN • . , X-ING ROOF DRAIN I 5 46 °13'49" E 69-i.19' )7— OOF ___ �' BLACK VINYL FENCE\ 1 1 i \. L I l JION LINE. x ;' COLLECTION LINE I 1 I z Its) � ��.. t, r c- I � �� HEFS)—�� I I I I I ��$ � D G BY OT \ ti I f I I o r % \ a n r n ,>.� I flfl s AID--_...� DOUBLE SWING GATE I f I t ¢- �' �' �? , . 80 X40 , - o CONc.•L.ETE PAD \ - +� ! c1 , 4� \ \ m ° p� �• �..� CONTRACTOR TO FIELD, - I w I I 1 4000 PJ 1 CONCRE i ._ �...� �� ( �) I I ; X. I,� I'� � �"'� ADJUST OR RELOCATE ��� i (D�;SIGN BY ,�THERS� � , � ,� m1 I ! �\ R I A Id :. AREA UNDER P D� 4,UITHIN 20., a ,w �, I s SHALL B= CROL=ED FILL F'f TRANSFORMER IF REQUIRED ay I 1 }h �I I �, I t ��UA \ v v GERTIFI BY GEOTECHI L ENGINEER. _� \, ` " I I I . N id� ; D.. . r \ , - CL ,[ ( EX. 5 FGSA WATERLINE EASEMENT \ 6 BLACK VINYL FENCE PROPOSED GRAVEL I ' I A (DESIGr� BY THE X m R P P DB 146 PG 1564 I I PRODUCT LAYDOWN AREA I I GATE SEC RING POST � I' ><u p � I I, � � I 6� 1 , R \\ N Ail\ n,: I - I 41 (DESIGN B OTHERS) \ I � I j ; DELTA =- 08 55 58�� f i'I LINE RADIUS - 1155.09' � 0 ARC = I80.08 f 6' t ' r m DO LE SWING GATE N P U � ,- - �= - TANGENT 90.22' ' ``' _ 1 �� CHORD BRG = 5 48014'22" U Al (DES N BY 0THER5� 4 INST. No. 060003113 1 1 & I I CHORD LENGTH = 119.90 r� I S AT 146 G 1546 ►' ► ' Y ,� SEE FLAT DB P _ - O I t I _� STO SIGN 4 STOP BAR �c �\ t ZONE: MI USE: VACANT 1 � i I G � I AP OX. AREA OF �� MILDING OR OVERLAY , SEE WP-2 DETAIL SHEET 5 NOTES: I. SEE SHEET No. l FOR SITE LIGHTING SPECIFICATIONS. SITE LIGHTING DESIGN BY OTHERS. 2. CONTRACTOR TO PROVIDE TEST PIT FOR THE LOCATION OF THE EXISTING 42" CMP,INSTALL STRUCTURE 5 PER PROFILE SHEET No. 3. 3. REFER TO VDOT DETAIL WP-2 FOR MILLING AND OVERLAY'izON SHEET 6. 4. FLOW LINE REQUIRES IUARPING OF A PORTION OF THE GUTTER PAN TO PREVENT THE PONDING OF WATER. 5. ALL STOP BARS TO BE 24" THERMOPLASTIC LINE 6. STOP SIGNS (30"x30" MOUNTING HEIGHT MINIMUM l FEET) AT THE ENTRANCE ON SECURITY DRIVE. 1. ALL LIGHTS SHALL BE LOCATED A MINIMUM OF Y FROM FACE OF CURB. '�� t `� A 10' LANDSCAPE 5 EEN G `� 6 �3,L K V INYL FENCE "�� �,�, r � _ E ,x -- — � -o 6' EVERGREEN 10' C. (DESIr3 Y OTHER5,) ► ; ' �' I _ - APE SCREEN VINYL FENCE 10' LANDS, I ► I 1 8� �'' " , (DE 5IGN BYO I �• 25 BRL � 6 EVERGREEN 10 O C , { J i cs `� E G F R,4V a 11 f 0 f{ —------------------------------------------- r,-- — --- --------------------------------�N— , } PARKIT`TCz B�G� � �, � , � - N 4! 013'49" W '; - 614.68' _.. LOT 25-A .. _ �'� j PT.M. 54-A-81A �� EX. t5' GAS EASEMENT / I I I 1 i cp' 0 TAHOE, L.L.C. `� DB V PG 202 4 [)5 15 G 1805 I; l \ \ / •� DB % PG 13513 c� %D 1 ' • � I f ZONE: Ml USE: INDUSTRIAL ' 30 15 0 30 60 \ s; +I a Z W W Z Z la0 0 CD >1m cc\\,' �y Z x W b W U to 00 1-4 U O �o I rn toc � I � Ito a� � H 0 w w vl X;i` TH 0p It) MARK D. SMITH Lic. No. 22837 411 o�tS' Cs1� `sIONAL V N H O J H Y � U) a � Q J _ U) CO) WE 0 Q � Z °D J � W � w J o J � V H O LL DATE:October 14, 2009 SCALE: 1"= 30' DESIGNED BY: JNT FILE NO. 3793 SHEET 4 OF 6 09-26 a O QM rn O e--1 O a-H 3 0 016 a J OMM M Ln O do C11- �D Z Lu Z (D z Lu a C 0) O U 0 LL M Q1 M U) aJ .n 0 I a 4 STURRFFACINGECT 4S MAINLINE E A (RADIUS TO BE AS I W I ROADWAY SHOWN ON PLANS) w C C ------�- (RADlU5 TO BE AS RADIAL MGUTTTl SHOWN ON PLANS / CURS AND CUTLER 6) Q- SDEWALK W OPTIONAL 6' FLOW LINE EXPANSION JoluT O NOTE+ WIDTH "9" 2' tl- OR AS V' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. Ay.I PLAN VIEW A b. 1,7 CONCRETE •�• ` EXPANSION JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WiTH A PARABOLIC CURVE. THE ENTRANCE RADMCANNDT ACCOMMODATE ®WHEN THE TURNING REQUIREMENTS OF MT(CIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK & CURB 10'PARA6011-11C CURVE RAMPS WITHAL THE LUIS OF THE RAD31SHOULD BE EDGE OF SHOULDER OR 6 OPTIONAL FLOW LINE LOP ® D INCREASED TO i'. D WHEN STD. CC-M IS USED FOR ENTRANCES BUILT MAPN[.]NE ROADWAY - ' - - " - - -' - '-' - - IN CONJUNCTION WITH VDOT PROJECT$. PLEASE NOTE THE FOLLOWING: D SBOPEMCHAHG --� D Xx' W kINLM PAVEMENT SHALL. BE CONSTRUCTED 5. 40'MON. FOR STREET TO THE' RIW LDiE MYCEPT ANY S'U13GRAOF CONNECTI R STABILIZATION REQURED FOR MAINLINE DESIRABLE FOR COMMER PAVEMENT WHOCH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGED ANDBEYOND n THE wW LINE SHALL TEXXCEPPTFOR QED REPLACEMEN7 PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD CC-3 OR N THS CC-7 T0 BE ADaGTED TB FACE o THE ENTRANCE VOLUME DESIRABLE WAXD" STANDARD tS MATCH MOUNTABLE CURB CONTTOURATION, HIGH (MORE THAN 1S00 VPD) 0 S 3 'w SEE STANDARD CG-12 FOR CURB RAI(P DESIGN MEDUM (Sao-1500 VPDI S 3 S 6 TO BE USED WITH THIS STANDARD - LOW (LESS THAN 50O VPD) S 6 w` 8 L PLANS ARE TO NMcATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANICE. OPTIONAL FLOWLINE MAY REC-= WARPING OF A PORTION OF CUTTER TO PRECLUDE PONDWG OF WATER- sREFERENCE METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7A01 VIRCORA DEPARTMENT OF TRANSPORTATION 2D3.04 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1211x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS ---------- ------- PROPOSED ASPHALT LAYERS u �;& EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® MI REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE D REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/e INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 31 PB-1 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WATHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PUNS_ 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b EXCAVATION DEPTH AS SHOWN ON PLM45 OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1, D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36", X - 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5, REGULAR BACWLL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH WIGHT OF COVER WOR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (0I-13) OUTLET PIPES INSTALLATIONS, ELLIPTICAL PIPE 1. S, - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMENSION OF PIPE. 3. R • OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS IaACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X • 12I " WHERE S LESS THAN 36•'. X - 18" WHERE S 36" AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER IV OR LESS. 6. REGULAR BACKFLL MATERIAL NtAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER W OR LESS. PIPE ARCH 1. S SPIN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x 12" WHERE 52 IS LESS THAN 36". x 18" WHERE S2 IS 36" AND GREATER 5, WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 IS 3S" OR LESS AND WIGHT OF COVER IS'OR LESS. e• REGULAR BAOKFML MATERIAL MAY BE USED N LIEU OF CLASS 113ACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEICHT OF COVER W OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS )>MFECinX IEFEfEI10E NEW., Ao4 GENERAL NOTES 302 107.0 VVIRGINIA DEPARTMENT OF TRANSPORTATION 383 Seclion 311.16 SI11IM and Yield Litt( s Standard: If melt. Idol) lire slra[[ elllisist 1)1' so[id whit lines extending aci-mis apl)mach lanes t1i indicate the point ut which thestop is intended m- required to be made. Ir meId. vield] lines (see Figure311-14) shall consist of It i-mv of solidi m1iiie rsnseeles trndngles pointing 1011-LIM-El apllrtlaching vehicles eNtendillg ac1T1I al)t)"1dell Ltnes to indlicmiIt the point at which the yield is intended m, requircil tdt he made. Slot) li11CS Should. be 300 to 6W runt (12 to 24 in) wide. Slop lil1CS should.. be used to indicate the point lxhiiid xvhicll vehicles are m%juired to stop. in compliance with a STOP (RI-1) sipm Inill is coniml Si-nal, or sons of ller tniflic conlrx)I device. except Y11:1.1) si'=ns. The ilid ivi(IuLl.l triang,IL-� comprising IIlC si€Idl line should. haVC a lx7se of 3()0 to 600 min (12 to 24 in) wide And a heipllt d-Ylual to 1.5 linll-, lh€ base. The splice lxtwwccn the lrimigles should. be 75 to 3W nrin (3 to 1? in). Option: Yield lines 1110Y IV used to iudicule tie point Ixhind w1iich v€Ilicles Luc Wkluil.-ed to Yield. in compliancC With A YI]J,1) (RI-2) sign or aYi€ld Here to Pedestrians (RI-5 or RI-50 sign, NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.Ui(I21.nC1L. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL 8E TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING If used. slop Luld.l YleICI Illld"'S 5liouId lx- pIkiced a 1111111 171L1111 O 1.2 In (4 Cl) in arlvamce of the nearest cTuAswalk PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN $00 FEET APART. I i lie tit coil [m I led i ntersecti (MINI, except Cor *hel d 11 nes Lit rou n(la.boul 111 lct.MLx Lions LIN pri-+5'•ided.l fo r i n S€ction 313.24 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 V2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE trTlrl at nl'ttlbl(-ck crosswalks. In the Abscnc€ of a mtu•kcd crx)ssw�,'alk, th€ -,,lot) Ill.€ of 1CILl III1C Kllt7llldl be Ia.cCdl At PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, I Y p 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CROSS SLOPE the (I€sired. stopping; oryieldim- point, [?Lit ShOLIld be placed no more than 9 in (30 ft) nor less than 1.2 in (4 ft) AND EFFECTIVE SURFACE DRAINAGE. from the nearest €d pc d)L tlic lilt€mcclinn tr7weled way. Slot) Imes should he placed to allow sullicicIll sight 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c)OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS d.Irt,tAnd:e 1%) till d?tllcr approaches to Lui irltCl`'1r:lroll. AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE -.1 a ,Yield I i lies s h ou I (1 be I I �` SPECIFICATIONS. If L1-Sed tit Litt Llllsl"' 11011XXI inidblock crossv('u.lk ) Aced adl'adent to the Yield:. Hue Ia lkcd eslrlLul%sign local cd 6,1 to lS In (20 to 50 ft) in udva lice of die neatest cr>Cssv ulk Iilie, and. ptu•kiIII �_ Shd�uld. be prohibited ill the area lxtv('€€n the Yield IinC and the crosswalk (SW l:igutc 313-15). Slop lilies at ill idblock si- nalir3cdl locations 'should be plated Lit lead 12 in (40 f0 in udvkmicc of Ilse ncarest sirmal indicaliou (mm Sdelion 41311.15). SPECIFICATION Support: ASPHALT PAVEMENT WIDENING REFERENCE DrIVCrN wflld-1 yi€Icl too cl(?sc to crrsswlF•alkS on nlulli-land:' approaches place pc(I€SlriLins Lit risk by blocking REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 oth€r drive i,.,' vievl'S of pert€slrians, 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION rx*CL I1.I ?C' NOTE THE MILLING AND PAVING OF BROOKE ROAD MAY BE WAIVED BY THE VDOT INSPECTOR IF THE EXISTING PAVEMENT MEETS VDOT STANDARDS. SQUARIE TUBE, STEEL. SIGN'P'USTS. - Square tube steel sign posts Sholl be fobrieated from hot -raged, carbon sheet steel, I _.94ut trial steel qualtky, CotLfbrming, to the. m0remdnts of ASTM A1011, Grade 50 excent the yield strength otter cold-fbrrTwng Shall ..60,000 psi minimum: The, steel gauge 4hcN ba 14 gauge for the 2` inGh by 2 inch. posts orrd 14 gOttge for the: $1/ inch by %nCh pasts. ast, finsslfs. orid ou(sitJel shtlllbe galvanized in ercordance With the re; is of 0ASTf A653, Coa�g Ulis�lid9liatfOrl:G-90. Posts. shplluse all in -ground anchor system ttiak providas .o stable i6st(Aation and doves nosy' replacement of 0 -Sigq 1309t,b1b the anchor sys tern -of ter- vehicular. impact- Pos[s shall can form to the- breakaway ret�Lrirements of AASHTO's I I U I 1 Standard. SpaeiFcations far. StructIlruiSuPPOrts fbr Ifghway Signs, Luminaires, and Traffic Signals (1994 Edition jhCfu&ing revisionsi, I I Z i I Ex. GR4DE-, The Contractor shollprovide a copy of the F111VA's acceptance -letter Wlicotin Com�lianco xlth breakaTuoJ� requiremPrllts ak the I I I I I tRne..of• Catalog -Submission of the- pasts. Rost% Shol'hove- %birch W6 1/6d1rN;h] openings or knockouts specad .inch on ! � centers -an Olt four sides. Arista shall bo: installed in occordbnce. with the manufacturer's ret+xnmendatians, fragment ;t'ill be CsRADE z I t rnada tinder Sigh Phsl Steal (Size), Lime FFeet,1I &tu1 690 I i 1 n1143. c col 168) 1 _ GIr1\I �17C ��II„��Ir ON51TE TN'PICAL GRAVEL 5ECTION NOT TO SCALE lip -ems-'• �'•'• �•'• e• e• e � .• . � �e� •y �e� h� �r� •�� •ems •ram ��� •r, 1 11 11All If I I 1 1 -• - _ -•- • - • Nr • - RIP R4fr' I r^,-.I-; - i ,sa 6�5 i I I II / I i 0,11 I tl Ile I� I Wig N9r, Ic i J�yi� 10+00 10+5m BTM. 511R. 1 TO 2 5GALE: WORZ. I"■50' VERT. I" ■ 5' PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H r GROUND LINE H •� GROUND LINE H ririr rill /rill /iir m� !i/ r rii rr ROCK OR rr rr D•12" - % j EARTH D•12" UNYSOIL ELDING D.12" EARTH d d d D/2 4" D/2 D/2 BEDDING J3T�� T7 Al I b TAT MATERIAL I BEDDING MIN. 1/10 D X MIN. 7/10 D PERX V2XFDX MATERIAL MIN. 1/10 D 'fI I 11711171 MATERIAL 1'OF H �X tE-D i►X FI1F' MIN. 8" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D 3TE MIN. 1.5 x D I MIN. 1.5 x D I MIN. 1.5 x D MIN. 1.5 x D311. MIN. 1.5 x�Im� _ TOP OF TOP OF FILL FILL I TOP OF FILL H / / H H - rr /f /ir rr ririr D•12" GROUND ! r // !/ rr//r D•12"= GROUND //!!/! D•12" lrri/r�rr r!/!N/!/-GROUND //rr!/ d LINE d - r/r!r d -LINE D/2r - D/2 / - = D/2_ EARTH _ ROCK OR h MIN. 1/10 X D �1 X _ UNYIELDING MIN. 1/10 D SOIL _ MIN. 1/1C1 D 1'� MATERIAL X D �� X BEDDING EARTH f BEDDING PER MATERIAL MATERIAL NORMAL EARTH FOUNDATION V OF " MAX ROCK FOUNDATION FOUNDATION SOFT YIELDING, OR 4" OTHERWISE UNSUITABLE MATERIAL mBEDDING MATERIAL IN ACCORDANCE WITH NOTESt SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET 1OF 4 SPECIFICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 3112 I REV 8/07 303 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. A, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 8, GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB M GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHWA L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 2" R OF THE VOOT ROAD DESIGN MANUAL. 6„ A P D P D e • Q F , Q , Y , , > ' Q , D ' Q , P D D D P D D D D 1, �P D - - - ----.----- `6" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. EW-6 G S G o� SHAPE TO BE BEVELED = WITH MORTAR DO NOT BEVEL INVERT NOTES: 1. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE. DITCH SLOPE, OR SHOULDER, 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET 101.12. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15•. S. HEAD T WALL O BE BEVEL OECD( IN R. ALL AREAS EXCEPT WHERE A CONFLICT WITH INVE FOR CONCRETE PIPE D S G L CL181C YARDS OCONCRUTLE ENDWALL MCREASE FOR EACH ADOTTIONAL PIPE a b 72" 1'-10" 2'-0" 5'-10" 0.329 0.088 D'-1 4" 0'-t" 15" 2'-3" 1 V-6" 7'-3" 0.671 0.179 D'-1 = 18" 2'-8" 3'-0" 8'-8" 0.941 0.244 0'-2" '-V " 21" OR 24" 3. 6" 4'-0" 11'-6" 1.763 0.444 0'-2 0'-2" 27" OR 30" 4'-4" 5'-0" 14'-4" 2.730 0.663 D'-3 D'- 1 „ 33" OR 361 S'-2" 1 6'-0" 117'-2'1 3.854 09 17 0'-3 " 0'-3" 201.03 6. BEVEL EDGE LS REQUIRED ON THE HEADWALL AT THE INLET ENO OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1 ' OR LESS BELOW SHOULDER UNE,THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. 3e4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 10. QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEASE REFER TO STANDARD EW-1, SHEET 1OL01 FOR ALL DIMENSIONS NOT GIVEN N TABLES. FOR CORRUGATED METAL PIPE D S G L CUBIC YARDSCONCRETE 0 D� ENDWALL INCREASE FOR EACH ADDITIONAL PIPE 0 b 12" T-T• '-0" 5'-7" 0.344 0.087 15" T- 11 2'-6" 6'-11 " D.696 0.175 U'-) " 0'_1 4' 180 2'-4" 3'-0.. 8'-4" 0.980 0.241 0'-2" 0'-1 p" 24" 3'-1" 41- " 1T-1" 1.84-0 D.442 0*33, 0'-2" 27" OR 30' 3'-10" 5'-0' 13'-10" 2888 0.670 p'p'-2 "36" 4'-7" 6'-0" 16'-7" 4.076 DA31 0'0'-3" REFERENCE -I STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS ROADvBRIDC�E STANDARDS 1D5 12" - 36f1 CIRCULAR PIPES AND REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101_tt DETAIL 1 SECTION A -A SECTION B-B INStK I ABLE SHtt I A1t39 TRANSVERSE PAVEMENT TIE-IN TRANSITION LENGTH 11/2" MIN NOTES ��� 1: TRANSVERSE PAVEMENT SHALL BE USED TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT TRANSITION T EXISTING PAVEMENT AND EITHER EXISTING PAVEMENT OR AN EXISTING BRIDGE DECK AS SHOWN ON THE PLAF45 AND DIRECTED BY PLANED SURFACE T OR BRIDGE DECK THE ENGINEER. 2. THE EXISTING PAVEMENT SHALL BE PLANED A MINIMUM DEPTH OF 11 THE FULL DEPTH OF PLANING SHALL DEPTH EQUAL THE OF THE ASPHALT OVERLAY. PLANING TRANSITION PAVEMENT DETAIL 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTED A MINIMUM OF 10 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHT EDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION TRANSITION LENGTH FROM THE TESTING EDGE OF THE STRAIGHT EDGE I/.2 MIN BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED N ASPHALT OVERLAY EXISTING PAVEMENT OR BRIDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE PLANED SURFACE NOTES TEMP. PAVEMENT WEDGE I. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. EXISTING BRIDGE DECK EXISTING PAVEMENT WEDGE DETAIL SPECIFICATION REFERENCE TRANSVERSE PAVEMENT TIE-IN 210 315 VIRGINIA DEPARTMENT OF TRANSPORTATIONNEW 9/06 515 305.01 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" CLASS 1 EC-3 TYPE B 6 fps NA CLASS 2 CLASS Al DRY RIPRAP 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps 26" CLASS 4 CLASS I DRY RIPRAP 19 fpn 38" DETAIL 2 DE' A 3S INSERTABLE SHEET A69 R aamamrw S NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSIONS IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, 4. S -I DIAMETER OF CRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLA55 2, 3, AND 4 MATERIALS. FOR CLASS 1 INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING. x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE.BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H SPECFICATIQ, REFEIENCE CULVERT OUTLET PROTECTION 294 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 CATA MNUMBER: t'a� JOB NAME: CU"-O NAME NOTF3: TYPE ughting flwdacts DA FEATURES AND SPECIFICATIONS WALL LIGHTING WLXDFCI8 SERIES 18" DEEP BACK FULL CUT-OFF WALL LIGHT Wattages: Pulse Start: 200w-400w High Pressure Sodium: 2SOw - 40Dw Construction: Die Cast Aluminum Housing Face F.- Opens to the Side Threaded Apertures for Conduit & Photo Control Dark Sky Compliant Optics: Cuts OR Light Below Horizontal Reduces Light Pollution RLight Trespass Electrical:rical: O UL Listed for Wet Locations ACCESSORIES Specifications: Overall helghL• 9.08" (23.M an) Width: 18"(40.64 Cm) 210-0m Face frame Assembly far WLXOFGBronze Depth: 23"(58A2 cm) 230-M BV0an 120V Photo Cm1mI Weight: 281bs. 112.70 kg. 23P00a Buff 20&277V Phob Cmftd ORDERING INFORMATION Order Ott 61. e• eeNr•te .plop ruenb- (Olp"d iePe tl). example: PBCDILT MIS LA IYK WR.Ao WLMFC-FWIGn.011 P•Puee Sal PC -Beam Rnbmf 120 eep DBed, wet lifil N="0 Pre-5polml P2=Buttr+Nohw1208 P3 •Bunn Rob.1240 P4.9iem Phabw1277 WATTAGE 200=2WN aaw VCUAGE UMpO m G-Q d%1 PK=VA'a LAep 250. 2A'W 4.430tbt BImk-tbL mp 320=331w 6=&Tap 350=FAN 4W • 400W Ael,W p.,Nm.,,w wn.ary d•p•ndl"p an vwr.w.p w..dllbro. ep.dRwuem •n •V11.4ID d'•"p•.nno", "eIIR ATLAS LIGHTING PRODUCTS, INC. PO BOX 23481 BURLINGTON, NC 27216 800.849.848E 1 FAX 33&227-01101 Www.adasfghIIngpmducle.com REV.9/06 ` 114.01 X "111( IF w \�ffl N. WALL LIGHTING WIJCDFCiBSERIES tia ll 18" DEEP BACK FULL CUT-OFF WALL LIGHT LlghNng ructs DIMENSIONS Specifications: Overall height: 9.08- (23.065 an) Widlh: sor 16" (40.64 an) Depth: { 23" (5B.42 an) +c Weight: 28 6s- / 12-70 kg. s>a v poa s +r 2J' PHOUNIETRICS AMOUNTING DETAILS 4WW PS 12T M6Un0ng Helghl g LI rl jj IJ o _ a.]6' O RN rz]4 0 25 50 76 ISDR)OTCAW,Ea AtWtl pufemuma ull VaIT WAMep aA ep•rLlnp waatlbro. epaetllulbm m •uM•ct to cMp• wM•N npaw. ATLAS LIGHTING PRODUCTS, INC. PO BOX 23481 BURLINGTON, NO 2721 B 800-849-84851 FAX336.227-WIDIWWW.desllghtingPmducts.com 0 F--1 5 W E- A z W W z WCq O Ln CO Q bb Z' W I UO C�2 Iz W �Q) � � U Lill 0 rn U 0- In Q on .--I � �F ~ E- f, U O U rbb Lj) W UI �TH 0F t'I 'O U MARK D, SMITH b Lic. No. 22837 r� ry Q •(7' C, ZONAL M� N 0 (1J Y o ,tIIII j E--- I--� U) Z Fi 0 Q CO) V I"r D cc J V Z m �W � cc J � W W t-I 1J O E .. W J O E- (^) O LL DATE:October 14, 2009 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 3793 SHEET 5 OF 6 09-26 GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS. PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material speified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. a M M Ql O O (V O 0 Lq M Ql M to 0 Ln a- C7 z w w z z w L d v C a� 0 U tf 0 w f, rn co V) _N O r1 STANDARDS A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) 1.Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock l .The size of container -grown shrubs is measured by height and width of trees are measured b plant. Container -grown y the same standards listed in B.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The coverhg shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24-hours without adequate water to insure roots survial. INSPECTION a. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. c. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. II 1 D ki 11 Ex ONE STORY CONCRETE FACTORY BUILDW- 0411 BROOKE ROAD FF. ELEV. - WDO � I I `'� 1 ,1 _. 9 • K• ..' ::..� — — — — 9g + — sue_ „-__ --�,,�,..,� ti _ _�_ R..., � ---J` � -- — — — — 6 � I I ^:� \ �'� , • .. „� __.- — - -_- __ `1g`T g -ate - ;;' r'�359 - 1 I r loop VT I V X , X X 1 1 \ \ x — — — — — — — — — — — Z_ --~-�----- -- — \\ \ 1 + + + + + } + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + } + + + + + + + + gin+ i I 33 i I I 1A 1 i i \ I 14 1 THIS SHEET FOR PERIMITER LANDSCAP BUFFER ONLY, ' " ' !!' LANDSCAPE PERIMETER SCREENING OF OUTDOOR STORAGE AREA 102 - EVERGREEN SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP V8 OF ROOT BALL ABOVE FINISHED GRADE !INCASE WIRE AROUND TRIMCK M BLACK RUBBER HOSE, SECURE AT I4EIG4T ABOVE FINISHED GRADE EQUAL To V3-in OF TIME REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY IuRE V GAUGE 2" DOUBLE SHREODED HARDWOOD 3" SOIL SAUCER 3 STAKEb TYPICAL PLANTING DETAIL-- EVERSIREEN TREES (NOT TO SCALE) A55 BOTANIC NAME COMMON NAME QUANTITY S 1 ZE Ar Acer rubrum "october glory" October Glory Maple 102 V 1.1EIGHT NOTE: *ALL PLANTS SHALL CONFORM WITH 1(o5-203.018 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. *CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNTY IF ANY SUBSTITUTIONS ARE MADE. 0 F A a Z W W Z — Z W o � �o CV 00 I a 'ao COCC00 0 U a C.) +w ROM Z x I rn to� v LUa� 111,1 P1 � U 0 * a U E. ACTH OF �O MARK D. SMITH Lic. No. 22837 O 1 s`SjONAL ,�Cs to N H O J T�T � I-N�y-•1 Z rW V 1 a J a Z a _ w U o CO) V DZ Z rH1, W cr. 2 UJ w Z �' J 0 J � H O LL DATE:October 14, 20091 SCALE: 1"=40" DESIGNED BY. JNT FILE NO. 3793 SHEET (o OF 6 09-26