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Home My WebLink About52-08 FBI - Generator Pad Addition - Shawnee - Backfile (2)a� Q) a) a� a M M 7i M 00 0 0 N 0 vi y 0 0 N 0 a V) GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" = 2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INTERMEDIATE CONTOUR _ --33� "` __�-- --__ and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR 330 construction, must be provided prior to issuance of the site development Permit. The approval of these plans shall govern. in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 "'' 3+A g 86 W Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health 78 W 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT -- PROPOSED EDGE OF ,�° „ n ,°� +°'" ec M2 , ' J � 108A Z Trans ortation (VDOT� and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be PAVEMENT r . I s '°° i� in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROPOSED CURB AND GUTTER 470 48 f" � d I require under State law. 105 '°4a„4C Z 5. The exactlocationdetermined p n will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION TO REVERSE CURB EXISTING TELEPHONE LINE f s+ ,a �os�e, gc W +� u ' , ol W 'n held with the er, CountguRedresentatilves,e and Representatives the Virginia Department artmentcof Y P P g P traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. „� ,Q 61B Co CQ Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE - T l d t +�. a�°� o uCQ °°B � �I developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the '��coi o 5" o Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. developer from this responsibility. EXISTING STORM SEATER ,�� A cS a � a p � Co o co V5. Design features relating to field construction, regulations, and control or safety of traffic may be PROPOSED STORM SEWER 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. P subject to thane as deemed necessary b VDOT. An additional expense incurred as a result of an field g Y Y P Y be the he EXISTING SANITARY SEWER 5 5 o% / "E =' ''� ,� .~_, o �, �. d Cat P revision shall responsibility of developer. <�::: � � � C\2 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land PROPOSED SANITARY SEWER - S $ U .b 0) q Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE W o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and PROPOSED ELECTRIC SERVICE - E embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE L E 4.4 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 by Greenway Engineering by the utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE - G SHEET INDEX -� will require revised pavement section prepared and approved owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPERTY LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE SHEET 1 - COVER SHEET o N N 0 il. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent PROPOSED EASEMENT LINE SHEET 2 - EROSION. & SEDIMENT CONTROL .0 be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE - - - SHEET 3 - SITE PLAN aOb Construction debris be in the Virginia Litter Control Act; less than Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other w 12. shall containerized accordance with no properties affected by this protect shall be maintained through construction. The Developer shall have, EXISTING TREE LINE a one litter receptacle shall be provided at the construction site. within the limits of the projec , an employee certified by the Virginia Department of Conservation and 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior 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 FLOW LINE "' - "' FENCELINE to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 14. Notification shall be given to the appropriate utility companyy prior to construction of water and/or lines. Information be from the end of construction. EXISTING TELEPHONE PEDESTAL ❑ � -F t EXISTING WATERLINE W/ TEE ® W sanitary sewer should also obtained appropriate authority concerning permits, cut sheets, and connections to existing lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum g P P g Y Z thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE ®W ,T, O 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE HYDRANT VALVE I 0 / / METER current standards and specifications of the Frederick County Sanitation Authority. j� 16. The location in these taken from It be the V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER ® a) � of existing utilities shown plans are existing records. shall to the horizontal location encountered during the course of construction shall be immediately brought to the attention of the ®W W contractors responsibility verify exact and vertical of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the PROPOSED REDUCER prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. utility verification and the proposed construction. SIGNS 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a 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 result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted laboratories PARKING INDICATOR 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies to private for testing, the samples shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTE must be provided to Frederick County Public Works Department prior to issuance of grading and/or site pprotect to be accepted by VDOT and that testing shall be performed in accordance with all applicable GOT STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWAIDE BUILDING CODE AND development permits. standards and procedures. SECTION 312, USE GROUP U (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be Y g Y/ HANDICAP PARKING (� CODE 2006. STRUCTURAL PLANS SUBMITTED FOR THE PERMIT APPLICATION SHALL BE SEALED NOTE REQUIREMENTS IN CHAPTER W project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. PLEASE F, 20. These identify the location known Gravesites this be Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT I®0 17 SPECIAL INSPECTIONS FOR THIS YYPE STRUCTURE, SOILS, CONCRETE, BOLTS, ETC. plans of all gravesites. shown on plan will protected right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent A in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION • 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these and/or as PROPOSED BUILDING ENTRANCE En ineerin at 540 662-4185 immediate) of an discrepancies between actual field conditions and the g g � ) Y Y P plans specified by 'VDOT. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION approved plan. be 95% density determined by "A" V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CLEANOUT - S PROJECT INFORMATION 22. Controlled fills shall compacted to of maximum as method per standard VDOT minimum design standards and is the responsibility of the developer. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered ,. U MARK D. SMITH professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall SANITARY MANHOLE IDENTIFIER 12 PARCEL IDENTIFICATION NO.: 76- A 53B )) be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following(( STREET ADDRESS MARCEL DRIVE "tj NO, 022837 a 'A �I 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 the Manual O)n Uniform Traffic Control Devices. STORM DRAIN STRUCTURE IDENTIFIER O STEPHENS CITY, VA 22655 Ort�s��.� demolition. ames and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources to the commencement of excavation or prior Copies invoices for TOTAL AREA: 23.2890 AC S ZONAL utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. of all materials utilized within any dedicated street condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit 135.4 PROJECT AREA: 4050 `SF and total prices may be obscured. EXISTING SPOT. ELEVATION X DISTURBED AREA: 4050 SF 24. All utilities to be located underground. CURRENT ZONING: M-1 25. All lighting be from and road right-of-ways. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 35 outdoor must shielded adjoining properties spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X CURRENT USE: OFFICE/MANUFACTURING the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform PROPOSED ZONING: M-1 these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checkin stone depths, a VDOT representative shall be notified and the opportunity PROPOSED USE: OFFICE - GENERATOR ADDITION given LIGHT POLE to be present during tie 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 . SURVEY AND TOPOGRAPHIC INFORMATION PARKING TABULATIONS: z 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test O reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be EXISTING BUILDING SQ. FT.: 108,257 SQ. FT. Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEn ineerin , Inc. notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: TOTAL EXISTING SPACES REQUIRED: 434 F-' FCSA CONSTRUCTION NOTES V21. In accordance with . Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom. of the excavation to determine the type and condition of the foundation. The findings foundation GREENWAY ENGINEERING Dated: 2• Aerial, horizontal and vertical control surveys were TOTAL. EXISTING SPACES PROVIDED: 473 2 - SPACES ELIMINATED WITH THIS PLAN Q Q E� 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com Y P contractor shall report of exploration to the engineer and VDOT for TOTAL PROVIDED: 471 2. The water and sanitarysewer of these are valid for two ears from date of FCSA approval approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2008 portion plans P P Y PP PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) Q 0� and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. E.. > 3. The contractor shall adhere to the standards ands specifications in effect at the time of construction. P 3. Aerial topographic mapping performed by: p� U1 4. The and arrange for inspection by, the Authority. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below foundation - Dated: LANDSCAPING TABULATIONS: Q contractor shall coordinate with, proposed elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole togs and report findings of foundation exploration to the o Z 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT NA E- Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place ® �D 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise CD a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall w W U b) The contractor must: be determined by the engineer and approved by VDOT. pp APPROVAL Z Q E 1. make application and pay deposit 2. mark the tap location. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. (� ■ Y� 3. coordinate installation with the engineering -assistant. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as Exact locations lines to be the Authority specifiedby VDOT.2 off. ,,yam,,(®Q7. of water and sewer services on new are coordinated with sY201Z- V25. VDOT Standard Guardrail be installed S/�dInspector. shall where warranted and/or as proposed on these plans in FRErDNTY ZONING ADMINISTRATOR DATE E--+ W W 8. The Authority's maintenance division shall furnish and install all water meters through 2 in size. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. *APPROVAL APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) W W 04 W Z 4 It is the contractor's responsibility to have the meter box assemblyinstalled correctl Before is installed: Y YEARS FROM THE DATE OF PLANNING APPROVALL; �� c (� U p s FIRE MARSHAL S NOTE a permanent meter a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. NUME -0 Fire lane markings and signage:„ b) The frame and cover shall be set to final grade. Any No Parking signs and yellow painted curb locations will be installed W c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. by field inspection at the direction of the Fire Marshal's Office. > d) All components of the meter box assembly shall be in proper working order. O 9. For water and sewer services that connect to existing lines: TRIP GENERATION DATA Project Name: Project Number: b) The locationof the service lateral is to be coordinated feepawith the Authority'sengineering assistant. b An A lication for Service must be made and fees aid before work will be in. P Application TO AD"IT TO � r FBIG-L"NERA1 V 2041D CLASS USE DWELLING UNITS * .TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. 1 d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the 715 SINGLE TENANT OFFICE 450 3.62 4 1800 Magisterial District: Date of Plan: (Month, Day, Year) property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT OCTOBER 7, 2008 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, The ASSE No. 1015 1013. + TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: Sept 16, 2008 Owner: Address, Including Zip Code &Telephone No. as required). assembly must meet standard or 170 MARCEL DRIVE UTILITY CONTACTa� 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). ELI�AN FBI ASSOCIATES STEPHENS CITY The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire lane shall also SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Developer: P Address, Including Zip Code & Telephone No. have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Sewer: P.O. Box 17398 DESIGNED BY: JNT Radio read remotes are required. P.O. Box 1877 Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter (540) 868-1061 (301) 954-6282 and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2041D Engineer Certifying Plan: Address, Including Zip Code & Telephone No. P.O. Box 1458 P.O. Box 2400 _ HANDICAPPED PARKING NOTE SHEET 1 OF 3 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 DWG# 08-64 a� a 0 0 00 0 0 1-4 0 of 0 w 0 0 N N 0 1 c c �o a c a� c c w 0 v- 0 fV O EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A CONCERETE GENERATOR PAD AT THE EASTGATE COMERCE CENTER. THE SITE IS LOCATED SOUTH OF TASKER ROAD (ROUTE 642) AT 170 MARCEL DRIVE. A TOTAL OF APPROXIMATELY 4050 Sf ACRES WILL BE DISTURBED DURING CONSTRUCTION. EXISTING SITE CONDITIONS THE PROPOSED SITE IS CURRENTLY OCCUPIED BY A 5,000 SQ FT. OFFICE BUILDINGAND A 84,000 SQ FT. MANUFACTURING BUILDING WITH PARKING AND ASSOCIATED UTILITIES. ADJACENT PROPERTY THE SITE IS BOUNDED ON THE NORTH BY VACANT INDUSTRIAL LAND, ON THE NORTH EAST BY VACANT INDUSTRIAL LAND, ON THE SOUTH EAST BY VACANT INDUSTRIAL LAND, ON THE SOUTH WEST BY THE EXISTING ESTATE OF JOHN H. SARGENT, AND ON THE NORTH WEST BY DONALD S. JR & JANET M. KENNEY. OFF -SITE AREAS THERE ARE NO OFF -SITE AREAS TO BE DISTURBED BY THIS DEVELOPMENT. SOILS THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE 41C WEIKERT SERIES AND HAVE A SLIGHT EROSION HAZARD AND A GREAT DEPTH TO GROUNDWATER. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON THIS 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 CONTROL HANDBOOK (VESCH). STRUCTURAL MEASURES PHASE I (BEFORE SITE CLEARING) 1. INSTALL CONSTRUCTION NTRANCE 2. SILT FENCE BARRIER - 3.05: A SILT FENCE BARRIER IS TO BE INSTALLED TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON PLAN. PHASE II ALL PHRASE I MEASURES TO REMAIN UNTIL SITE IS STABILIZED VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS 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 LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY 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. ERO5I0N/6EDIMENT CONTROL LEGEND NO. KEY 6YM50L DE5CRIFTION 322 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 325 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 D TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD ---®--®-y ROCK CHECK DAMS 333 O SO SODDING 338 TP 0-0-0 TREE PROTECTION tRITS OF CLEW&G s GRADING ® SSE: I" = 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 MANAGEMENT STRATEGIES 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 SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER THE AREAS ABOVE HAVE BEEN STABILIZED, THE TEMPORARY E&S CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN 'THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAT .05 INCHES OF RAIN PER 24 HOUR PERIOD . ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 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. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32-C, OF THE VESCH. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE EXISTING S.W.M. POND. NOTE: THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR MODIFY 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): 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 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 1,000 SQUARE FEET (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 LBS PER 1,000 SQUARE FEET (1,000 LBS PER ACRE). 5. SEED ALL AREAS WITH A SEED MIX CONSISTING .OF 67% KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER. 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED AT A RATE OF 3,500 LBS PER ACRE ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. RE5PON515LE LAND DFUR6ER NAME: CERTIFICATION ": DATE: THE RF5PON515LE LAND pIS?URGER IS THE PARTY RE5PON515LE FOR CARRYING OUT THE LANE) p151'UR5ING ACTIVITY A5 5€T FORTH IN THE PLANS. MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VEECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 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 501L 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. h. 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 15 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 EX15T 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. S. 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. II. 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 15 PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONER0015LE 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 CROSSING 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 THIS MANNER, THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY ER06ION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL 51TE 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 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 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 (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAx. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) STONE CONSTRUCTION ENTRANCE 70' MIN. A MmJ CLOM_- 6' MIN. I q I I SIDE ELEVATION USM0 GROUND i 70' MIN. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from lnstallation of Straw and Fabric Filter Barriers for Sediment Control VA. DSIfC PIATE. 3.05-2 Sherwood and 11yant TABLE 3.31-B ACCEPTABLE' TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates _ Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 Seeding 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter) Rye (Seca) cereale) Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) 50 - 100 12' u/N. ' -wor /i COURSE AGGREGATE • MUSr EXTEND MU WD7N OF INGRESS AND £ONM OPERARON RE e POSMW AUM OE 9 ro SED/MENr TRIPPING DEME SECTION A -A SECTION B-B 10' MIN. EXI37ING - PAMWW MOUNTABLE BERM (Opmw) SOURCE • ADAPIEO from 198J Motyland Standards for Soil erosion and Sediment Control. and Va. Owe Plate J.02-1 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 Ryegross * 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. 60 - 100 - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs 50 * Perennial Ryegross 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 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. *** If Flatpeo 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 seeding periods; add 10-20 lbs/acre in mixes. W W z au o ,n c0 C\2 Co 1~ 9 4 >~ 'au 02 CO m 0 U tw �a I o I � � LU>, x a4"i �� a� I LU 0 o Loon U r. - � G::., 0 o e w ca z O W E A � �Vl MARK D. SMITH N/o,,022837 .114 f'VV) `sIONAL 0 E1 Q Q O E-i t4 Z >= w X O U X Q U O E� W LL �21 DATE: OCT. 7, 2008 SCALE: 1" = 60' DESIGNED BY. JNT FILE NO. 2041D SHEET 4A OF 3 DWG# 08-64 r M O i:: d V) ELIMINATE 2 REGULAR PARKING PROVIDE STRIPPING AS SHOWN Z TM,. 16-(1 A))-53C �ti�° LIMITS OF DISTURBANCE 2 W z Z -I �-� � 2�b rLLI tr = Q n i l HERRITAGE PLACE L.G. ,J q \ ' �4•�� ZONED: RA USE: SFAM %*r�` 22' 1 1 Z REMOVE APPROX. 25' CI.IRB GUTTER W `Q NOSE DOWN CURB TO MATCH � �t 00 cQ co co 01Q u�i ZQ J.. � �( 1 45'05'4T' to -ll A))-53 - i f a �./ ' ,S, 103600 - : WRIGHTS L.P. � t. ` I 3+ oo , ,�22 rL2 2 I /� 2 O' .�2 X � ' r, RAM b 2 a1"�P CON a 5/uj �`L~ 8,33% X. " 1 Dc ; " r- r� -- - ----- =TIO 2 2ti i x W � � W ^' � �[ o a 0 ao v -' aF' ZONED: RA/B2 ! O PROPOSED / E: AGRI GENERATOR -, ,� 21 — 2i�oPJa� 1 2~` + - s A + + `tZ-2 - + H �, ,•° LOCATION — _. ` a) 0, r c , : r I I i H r -_ / ; ,i �Y ( REMOVE APPROX. 31 EX. CONCRETE SIREUJ,4LK ( �N�" 2°' j °.8.' L '> REPLACE WITH DEPRESSED CONCRETE `'' --_ _ INTM. 16-(lA))-53A ti o 12 IURIGHT'S RUN L P. LIMITS OF DISTURBANCE /F / ZONED: M-I USE: COMMA �A + + ... jn w w CONCRETE ACCESS RI VEWAY 2�. ; >.G �.. 22°' SEE DETAIL THIS SET 22� TM. '16-(lA))-42 SARGENT, M. p L RELOCATE X15TIN TREE IN THIS AREA RE L E E C RE E RE ELIZABETH TRUSTEE �� a� Z ZONED: RA USE: AGRICULTURAL �~ TRENCH FOR CABLES a � ` >V �� L —I(o FT WIDE DOUBLE DRIVE GATE � _.I_�2 +� D�aIGNED BY O1*IERS 1.0 l(o 0, �X HEAVY DUTY LATCH, 1 J-BOLT PER SIDE 2—P� 200 O 200 400 12�2 �`Z' 1 p I 2q W + 5GALE: 1" = 200' LIMITS OF DISTURBANCE 3�'` EX. BLDG. ,�2 �221 2 . . 2 q .1 3 2. -+- THIS VIEW PROJECT VICINITY ONLY 170 MARCEL DRIVE I � �, +1 +,\Q, 22� 1 + 20. w F, 2 I ATS'"� %� " OUTLINE OF GENERATOR ENCLOSURE AND ACCESS STEPS Q ��°NE ATOf (LOCATION PROVIDED BY OTHERS DESIGN BY OTHERS) �2 f=A ELEV.. , CONTRACTOR TO ENSURE POSITIVE .� j �, ,\2 12 .20. 50.0 _DRAINAGE AWAY FROM PAD 4 EX15ITNG BUILDING "�� /I (4) (o IN CONDUIT STUB -UPS (3PHASE) AND MARK D, SMITH NOTES: (2) I-I/2 IN CONDUIT STUB -UPS FOR ATS, ANNUNCIATOR, FUTURE 2 USE No, 022837 1./A� " 2 TERMINAL POST SHALL BE 2-1/2" OD. NO. It GAUGE a I 2. ALL POSTS SHALL BE SET PLUMB. � I q '� 2 2 „�2 - .. 2'3� (DESIGN BY OTHERS) 2 I ,� 1 ' �j W t, 3. FABRIC SHALL HAVE KNUCKLED SELVACsE TOP AND BOTTOM BEVELED GALVANIZED • Zn�. 1 2 I + + 0 /� S ` V STEEL BAND WITH HEIGHT OF BRACE SHALL BE 3 STRANDS BARBED WIRE f , , ii +' 50 L X 15 W X 9 CONCRETE PAD S'-tONAL BOLT AND NUT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS I W/ (2) 4' X ISO' PADS FOR ENCLOSURE STEPS 1-1/2 CONDUIT STUB -UP (100a DIST PANEL) (LOCATION PROVIDED BY OTHERS ONE TENSION WIRE TOP RAIL DESIGN BY OTHERS) 1`L� 122 LIMITS OF DISTURBANCE CLIP EACH LINE POLE ----LINE POST (NO. 6 GAUGE MIND GROUND WIRE FABRIC PER CLEARANCE SPECIFICATION 3" MAX quo TENSION WIRE NO l GAUGE I" MIN GALVANIZED COIL SPRING WIRE STRETCHED OUT �•�„ +12 121 + 12 CHAIN LINK FENCE + �23 31.8 -� 10' HIGH WITH 3 STRANDS BARB WIRE ON TOP IF END CORNER OR I TYPICAL SPACING BETWEEN ALL GATE POST IJ LINE POSTS u AND PRIVACY SLATS O 10'(MAX) 101(MAX) SEE pETAIL THIS SHEET E, >= E > Q CONCRETE 3/6" MIN ROUND ROD FOOTING WITH TURNBUCKLE W > EXISTING FIRE ESCAPE EXIT < � O 10 O 10 20 o W U t0'-0" 10'-0" �� 2�' 2 SOLE: �� I = 10 J - 12 + +� 41, / + + W Q 3/8" MIN 3'-0" I I I I CENTER 3/S" MIN I I ROUND ROD I I I I REST Li CONCRETE ROUND ROD W SIZE AS SHOWN FOOTING SIZE AS SHOWN -1 1t-14" MAX. 12' - ►1 I-�--14" �.1 1 .t- 12" MAX. 12' -+►I lr 12" E -' ~ h� SINGLE SWING GATE DOUBLE SWING GATE 4" REINFORCED CONCRETE �� PSI LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'. (MAX SPACING 500') SIDEWALK DETAIL AT APRON 4" suBBASE (21-A STONE) - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15' DRIVEWAY DETAIL TO GENERATOR PAD 2' WIDTH VARIES 2' OR MORE CONCRETE PAVEMENT SECTION MIN SEE SITE PLAN MIN. 1/4' = I' - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS NOT TO SCALE �rN4' 4 — GATES - GATE STOPS SHALL BE PROVED 1' BEHIND EDGE OF PAVEMENT AND WILL LOCK GATE INPLACE BY CATCHING THE DROP ROD. GATES SHALL BE PROVIDED WITH DROP RODS WITH CENTER REST. :v,.,•�.�.•.:r. A•� ; < 9" - 4000 PSI CONCRETE W/ WW FABRIC a ' 1= I— TYP, CHAIN LINK FENCE DETAIL 6" - STONEBASE SIZES 4 TO 51 i I I-III=III I i 1-III,-1 I,L�=III-' Dr=51GN BY OTHERS �cortPACTED SUIBGRADE (95� DENSITY) DATE: OCT. 7, 2008 CONCRETE SIDEWALK DETAIL SCALE: 1" = 30' Dt-cacsm (NOT TO SCALE) DESIGNED BY: JNT FILE NO. 2041D SHEET OF 3 DWG# 08-64 T) a� a� a M M M 00 0 0 N 0 d; 3 .a vi y 0 9 0 fV 0 a� U) CENERAL NOTES VD0T 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 SCALE: 1 �� = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (NOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INTERMEDIATE CONTOUR Z and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR --'•-•-- 33� construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 "'' `, S+A ® m Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health � W 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health VOSH Rules and Regulations. ( ) g P Y ( ) g EXISTING EDGE OF PAVEMENT - -- " j ,w n ,o.W +� NC as Transortation (VDp and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all , traffic control, whether permanent or temporary, shall be PROPOSED EDGE OF PAVEMENT "' . � 108" � '2 e J '°° +� Z Z in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER _-- aso as 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is State d 1 control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROPOSED CURB AND GUTTER � '°" +� +ow �" require under aw. d +� +os Z 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be department V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION TO REVERSE CURB EXISTING TELEPHONE LINE m ,W ,a .2 � T°s� s1C +08 e, W o LO held with the Developer, Count Representatives, and Representatives of the Virginia of Y P P g P traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. sx 619 „ saA CO - Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE -T 1 •� °r o s� � 1 '�ecei 60B � C � develo er will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the ° � I Refer �o developer from this responsibility. EXISTING STORM SEWER ,� n .� 01 ao Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety traffic be PROPOSED STORM SEWER a no g "" �' `QUI CO00 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. of may sub'ect to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision shall be the responsibility of the Ydeveloper. Y P Y EXISTING SANITARY SEWER 5 5 "E •=' °'1 "` � / y o I >, 4 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land PROPOSED SANITARY SEWER - S �; LU >'� I a� Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE � o o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and PROPOSED ELECTRIC SERVICE - E _ 0 p.LO 00 v °� embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE „ ,LO 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less Engineering by utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE - G U n V SHEET INDEX than 6 will require revised pavement section prepared by Greenway and approved the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease .for any PROPERTY LINE ®--®®--® 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE a o SHEET 1 - COVER SHEET N a) 0 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent PROPOSED EASEMENT LINE SHEET 2 -EROSION &SEDIMENT CONTROL .e a) y be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE - - - SHEET 3 - SITE PLAN •a debris be in the Virginia Litter Control Act; less than Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other W co 12. Construction shall containerized accordance with no properties affected by this project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and 13. The from trucks Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FLOW LINE - contractor shall provide adequate means of cleaning mud and/or other equi ment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELME to entering public streets, and it is the contractors responsibility to clean streets, allay dust, andP to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE ' condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 14. Notification shall be given to the appropriate utility compan prior to construction of water and/or iyhe end of construction. EXISTING TELEPHONE PEDESTAL a EXISTING WATERLINE W/ TEE ®1d T ► sanitary sewer lines. Information should also be obtained from appropriate authority concerning permits, cut sheets, and connections to existing lines. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum g P P g Y - W , Ti Z thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE HYDRANT/VALVE/METER 0 current standards and specifications of the Frederick County Sanitation Authority. ® In 16. The location in these taken from It be the V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) � PROPOSED FIRE HYDRANT/VALVE/METER D& of existing utilities shown plans are existing records. shall to the horizontal location encountered during the course of construction shall be immediately brought to the attention of the ®W W contractors responsibility verify exact and vertical of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the PROPOSED REDUCER prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. Q+ utility verification and the proposed construction. SIGNS 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a 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 result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted to laboratories PARKING INDICATOR 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies private for testing, the samples shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTE must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWAIDE BUILDING CODE AND development permits. standards and procedures. SECTION 312, USE GROUP U (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be Y g Y/ HANDICAP PARKING �-- CODE 2006. STRUCTURAL PLANS SUBMITTED FOR THE PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. PLEASE NOTE RE REQUIREMENTS IN CHAPTER W project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 E-+ Method A, within pus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT 100 17 SPECIAL INSPECTIONS FOR THIS YYPE STRUCTURE, SOILS, CONCRETE, BOLTS, ETC. 20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected P Y g P P right -of. -way. At the direction of VDOT, density tests shall be performed b a qualified independent g Y• Y P Y q P A in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these Tans and/or as / PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. P OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION approved plan. ., „ V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CIMOUT - S PROJECT INFORMATION Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard VDOT minimum design standards and is the responsibility of the developer. proctor proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered ,�, U 9 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. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement ,markings shall SANITARY MANHOLE IDENTIFIER 02 PARCEL IDENTIFICATION NO.: 76-((A))-53B MARK D. SMITH 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. STREET ADDRESS: 170 MARCEL DRIVE N0.022837 W 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 (LO) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER O STEPHENS CITY, VA 22655 commencement of ation or ines and telephone ers of n ors shall the y prior to the . TOTAL AREA: 23.2890 AC SSjONAL � utilitylinesFrederick County appear1tbelow.NaThese numbers shall also be usedeto serve inanemergency startThe of construction. Coer pies of all invoices es for mate ials utilized within any dedicated street condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit PROJECT AREA: 4050 SF and total prices may be obscured. EXISTING SPOT ELEVATION X135.4 DISTURBED AREA: 4050 SF 24. All utilities to be located underground. CURRENT ZONING: M-1 25. All lighting be from road right-of-ways. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical outdoor must shielded adjoining properties and spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X352 CURRENT USE: OFFICE/MANUFACTURING the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform PROPOSED ZONING: M-1 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 the opportunity PROPOSED USE: OFFICE - GENERATOR ADDITION given LIGHT POLE 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 PARKING TABULATIONS: SUR KEY AND TOPOCRAPHIC INFORMA TION 315 and VTM-76. A certified comppaction technician shall perform these tests. Certified copies of test O reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be EXISTING BUILDING SQ. FT.: 108,257 SQ. FT. Note: An lace within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: TOTAL EXISTING SPACES REQUIRED: 434 [~+ CONSTRUCTION NOTES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the GREENWAY ENGINEERING Dated: 2• Aerial, horizontal and vertical control surveys were TOTAL EXISTING SPACES PROVIDED: 473 2 - SPACES ELIMINATED WITH THIS PLAN 1-"FCSA Q (� E" 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com Y P foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for TOTAL PROVIDED: 471 2. The water and sanitary sewer of these are valid for two ears from date of FCSA approval. approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2008 portion plans Y P P Y PP PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) r:1 p and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 3. Aerial topographic mapping performed by: 4. The for inspection by, the Authority. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: LANDSCAPING TABULATIONS: '--' Q , contractor shall coordinate with, and arrange below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole togs and report findings of foundation exploration to the VDOT for NA O �' 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and approval prior to constructing box. Foundation designs shall comply with VDOT E-4 Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise r APPROVAL a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall b) The contractor must: be determined by the engineer and approved by VDOT. E-1 f 1. make application and pay deposit 2. mark the tap location. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. W � �, � 3. coordinate installation with the engineering -assistant. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as Exact locations lines to be the Authority's specified by VDOT. 7. of water and sewer services on new are coordinated with Inspector. V25. VDOT Standard Guardrail shall be installed these "'PREYERICK COUNTY ZONING ADMINISTRATOR DATE where warranted and/or as proposed on plans in WE (CLAN APPROVAL E.-, W 8. The Authority's division furnish install through 2" in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after is mostly *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) W W � maintenance shall and all water meters size. grading complete. YEARS FROM THE DATE OF PLANNING APPROVAL NA��dE�DATE I��t��(�� WLL ' FIRE MARSHALS NOTE It is the contractor's responsibility to have the meter box assembly installed correctly. is installed: ,,�,, Before a permanent meter a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. SITE PLAN NUMBER U �" x Fire lane b) The frame and cover shall be set to final grade. markings and signage: �� No Parking" Any signs and yellow painted curb locations will be installed W c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. by field inspection at the direction of the Fire Marshal's Office. d) All components of the meter box assembly shall be in proper working order. O 9. For water and sewer services that connect to existing lines: TRIP CENERATI N DATA Project Name: Project Number: coordinated with the Authority's engineering assistant. of the service lateral is to be dfees b) The locationpApplication b An A lication for Service must be made and fees aid before work will be in. �/ T GENERA 1 1 0 1 ADDITION 2041D CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USE VPD 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 715 SINGLE TENANT OFFICE 450 3.62 4 1800 Magisterial District: Date of Plan: (Month, Day, Year) property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT OCTOBER 7, 2008 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: Sept 16, 2008 Owner: Address, Including Zip Code &Telephone No. as required). The assembly must meet ASSE standard No. 1015 or 1013. 170 MARCEL DRIVE UTILITY CONTA CTS E LMAN FBI ASSOCIATES STEPHENS CITY 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also Developer: Address, Including Zip Code & Telephone No. have a fire service meter. This assemblyshall be installed immediate) before the backflow prevention unit. Y P Sewer: P.O. Box 17398 DESIGNED BY: JNT Radio read remotes are required. P.O. Box 1877 Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter (540) 868-1061 (301) 954-6282 and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2041D Engineer Certifying Plan: Address, Including Zip Code & Telephone No. P.O. Box 1458 P.O. Box 2400 HANDICAPPED PARKING NOTE SHEET 1 OF 3 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 1 (540) 662-4185 1 2WG# 08-64 a� o- r,, 0 o� 0 M 00 0 CD N 0 3 1-4 v7 w 0 a 0 N N 0 a� c a m c c w 0 0 N i~ 0 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A CONCERETE GENERATOR PAD AT THE EASTGATE COMERCE CENTER. THE SITE IS LOCATED SOUTH OF TASKER ROAD (ROUTE 642) AT 170 MARCEL DRIVE. A TOTAL OF APPROXIMATELY 4050 Sf ACRES WILL BE DISTURBED DURING CONSTRUCTION. EXISTING SITE CONDITIONS THE PROPOSED SITE IS CURRENTLY OCCUPIED BY A 5,000 SQ FT. OFFICE BUILDINGAND A 84,000 SQ FT. MANUFACTURING BUILDING WITH PARKING AND ASSOCIATED UTILITIES. ADJACENT PROPERTY THE SITE IS BOUNDED ON THE NORTH BY VACANT INDUSTRIAL LAND, ON THE NORTH EAST BY VACANT INDUSTRIAL LAND, ON THE SOUTH EAST BY VACANT INDUSTRIAL LAND, ON THE SOUTH WEST BY THE EXISTING ESTATE OF JOHN H. SARGENT, AND ON THE NORTH WEST BY DONALD S. JR & JANET M. KENNEY. OFF -SITE AREAS THERE ARE NO OFF -SITE AREAS TO BE DISTURBED BY THIS DEVELOPMENT. SOILS THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE 41C WEIKERT SERIES AND HAVE A SLIGHT EROSION HAZARD AND A GREAT DEPTH TO GROUNDWATER. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON THIS 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 CONTROL HANDBOOK (VESCH). STRUCTURAL MEASURES PHASE I (BEFORE SITE CLEARING) 1. INSTALL CONSTRUCTION NTRANCE 2. SILT FENCE BARRIER - 3.05: A SILT FENCE BARRIER IS TO BE INSTALLED TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON PLAN. PHASE II ALL PHHASE I MEASURES TO REMAIN UNTIL SITE IS STABILIZED VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS 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 LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY 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. ERO5ION/5ED IMENT CONTROL_ LEGEND NO. KEY 5'1'M50L DE5CRIFTION 3 02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 S�-- SUPER SILT FENCE 321 IP STORM DRAIN INLET PROTECTION 3.08 GIP CULVERT INLET PROTECTION 3.09 pp D TEMPORARY DIVERSION DIKE 3.10 Fp FD TEMPORARY FILL DIVERSION 3.11 RWD RWD TEMPORARY RIGHT OF WAY DIVERSION 3.12 Dv DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 CD ---' -y' ROCK CHECK DAMS 333 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION LGG 60 -3Q -0- - tIRITS OF CLE IG s GRADING SCALE: I 6 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 MANAGEMENT STRATEGIES 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 SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER THE AREAS ABOVE HAVE BEEN STABILIZED, THE TEMPORARY E&S CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAT .05 INCHES OF RAIN PER 24 HOUR PERIOD . ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 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. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32-C, OF THE VESCH. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE EXISTING S.W.M. POND. NOTE: THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR MODIFY 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): 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 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 1,000 SQUARE FEET (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 LBS PER 1,000 SQUARE FEET (1,000 LBS PER ACRE). 5. SEED ALL AREAS WITH A SEED MIX CONSISTING OF 67% KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER. 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED AT A RATE OF 3,500 LBS PER ACRE ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. RE5PON51BLE LAND DFURHR NAME: CERTIFICATION #: DATE: THE RE5PON51BLE LAND DISTURBER 15 THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND p15TUR5ING ACTIVITY A5 5€1 FORTH IN THE PLANS. MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE v5ECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 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 5TOCKPILE5 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 15 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 TH05E CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BA51N 15 UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCE551VELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROv1DED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM 15 CORRECTED, 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL 5LOPE5 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. If. BEFORE NEWLY CONSTRUCTED 5TORMWATER 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 15 PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT P0561BLE 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 NONEROD15LE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY 51X-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CRO55ING CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING 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 PA55ED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING 5TREAM5 OR OFF-51TE 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 THIS MANNER TH15 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 MEA5URE5 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 5TA51LIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR IS. 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 5TORMWATER 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 (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"1 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. l_� FLOW r- 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i FLOW r I III 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) STONE CONSTRUCTION ENTRANCE 70' MIN. A nLnR CLOTH-- 6' MIN. I A I III IX1S11NGCROUNO SIDE ELEVATION J70' MIN. B WASNRACK POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Strap and Fabric Filter Barriers for Sediment Coatrol,VA. DSWC PLATE. 3.05-2 Shemod and Tgant TABLE 3.31-B ACCEPTABLE: TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates _ Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 Seeding 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter) Rye (Seca) cereale) Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) 50 - 100 12' MIN. -wor /i COURSE AGGREGATE • iVWr WEND FULL WTDTN OF INGRESS AND £CRESS OPER WN RE; POsinW DRVNAGE 6 _ TO SEDIMENT TRIPPING DEVICE �)tU I IUN A -A SECTION B-B s; � EXSRNG - PA"ENT MWNTABLE BERM (Opn&m) SODRCf. ADAPTED from 198J ky&d Stondords for Soil erosion and Sediment Con tro% and Vo. DSWC Plate J 02-1 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. 60 - 100 - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs 50 * 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 stated below: March, April through May 15th seeding dates Annual as Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye 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. *** If Flatpeo 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 seeding periods; add 10-20 lbs/acre in mixes. Z Uj W z z LU o Lo CO 1~ 14 � r.� �0 ' o �> 't W"r � W Lo U � Hw~ i; h U o N 4! H Q N U 1--i E > r::� >_1 Z rD p� O H U Q W W � in DATE: OCT. 7, 2008 SCALE: 1" = 60' DESIGNED BY. JNT FILE NO. 2041D SHEET 4A OF 3 DWG# 08-64 NOTES: I. TERMINAL F'OST SHALL BE 2-1/2" OD. 2. ALL POSTS SHALL BE SET PLUMB. NO. it GAUGE t I" 3. FABRIC SHALL HAVE KNUCKLED SELVAGE TOP AND BOTTOM BEVELED GALVANIZED STEEL BAND WITH HEIGHT OF BRACE SHALL BE 3 STRANDS BARBED WIRE BOLT AND NUT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 5 �1 ONE TENSION WIRE TOP RAIL CLIP EACH LINE POLE ---LINE POST (NO. (o GAUGE MIN.) <GROUND 10'-0 WIRE FABRIC PER CLEARANCE SPECIFICATION 3" MAX TENSION WIRE NO l GAUGE 1" MIN GALVANIZED COIL SPRING WIRE (STRETCHED OUT END CORNER OR GATE POST IOYMAX) _ ZCONCRETE 3/8" MIN ROUND ROD FOOTING WITH TURNBUCKLE II II I TYPICAL SPACING BETWEEN ALL LI LINE POSTS Li 10'(MAX) i'r.y�►Fr.go-gvy-r...v.rra�i=i'r= ♦♦♦ •♦♦. ♦ov♦� .♦.. ♦♦♦ ♦♦♦♦... ►♦♦♦♦♦♦e♦ ♦♦♦♦♦♦.♦ ►♦♦♦ ...♦ .♦.. ..♦♦♦ .......... ............ ♦♦♦♦♦♦�' i♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦�'i♦♦♦♦♦♦ ♦♦♦♦♦♦♦4id a ' ►♦♦♦�.�♦♦♦♦♦��♦♦♦�♦♦ ♦♦♦♦♦♦♦♦i'�♦♦♦♦♦ i— EX. BLDG. LIMITS OF DISTURBANGE\, 170 MARCEL DRIVE CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM PAD 4 EX15ITNG BUILDING 1-1/2 CONDUIT STUB -UP (100a DIST PANEL) (LOCATION PROVIDED BY OTHERS DESIGN BY OTHERS) SIDEWALK DETAIL AT APRON 4 DRIVEWAY DETAIL TO rzENERATOR PAD CONCRETE PAVEMENT SECTION NOT TO SCALE ► +r�Y � y ' � �� `, <.: S" - 4000 PSI CONCRETE W/ WW FABRIC (o" - STONEBASE SIZES 4 TO 51 O ELIMINATE 2 REGULAR PARKING PROVIDE STRIPPING AS SHOWN LIMITS OF DISTURBANCE + EXISTING FIRE- ESCAPE EXIT 2' WIDTH VARIES MIN. SEE SITE PLAN 1/4' 1' I-1 I I —III 4, LJf, I-1 I I E' I E" Mitt I e'='' E=1 11-1 '_�c. 195% CONCRETE SIDEWALK DETAIL. Dt-concaw (NOT TO SCALE) REMOVE APPROX. 25' CURB 4 GUTTER NOSE DOWN CURS TO MATCH ,_ n CONC, S/UJ ``REMOVE APPROX. 31' EX. CONCRETE &I-DEWALK REPLACE WITH DEPRESSED CONCRETE LIMITS OF DISTURBANCE -CONCRETE ACCESSPRIVEWAY SEE DETAIL THIS , PEET —RELOCATE EXISTING TREE IN THIS AREA -16 FT WIDE DOUBLE DRIVE GATE HEAVY DUTY LATCH, I J-BOLT PER SIDE OUTLINE OF GENERATOR ENCLOSURE AND ACCESS STEPS (LOCATION PROVIDED BY OTHERS DESIGN BY OTHERS) ___---(4) (o IN CONDUIT STUB -UPS (3PHA5E) AND (2) 1-1/2 IN CONDUIT STUB -UPS FOR ATS, ANNUNCIATOR, FUTURE USE (DESIGN BY OTHERS) ,�e- �22� 50'L X 15'W X 9" CONCRETE PAD + W/ (2) 4' X 16' PADS FOR ENCLOSURE STEPS LIMITS OF DISTURBANCE 2 — CHAIN LINK FENCE + 10' HIGH WITH 3 STRANDS BARB WIRE ON TOP AND PRIVACY SLATS SEE DETAIL THIS SHEET 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) 2' IN. — —II SU5GPADE ) 10 O 10 20 a Z MA W Z Z Wo L, >11111111 CC\22 CO ;~ C\2' coU cCOo 'c'Q' zao Z~> �C tOC\2 W�Q) a,): � ,a cc all) U 0 to 4o N a) o N w v) 0 w z 0 H 5 w a w Q L MARK D. SMITH No.022837 -Q SIGNAL o >= � W Q � w J N � � V o W p � L U. DATE: OCT. 7, 2008 SCALE: 1" = 30' DESIGNED BY: JNT FILE NO. 2041D SHEET OF 3 DWG# 08-64 KK tV C-D C-) co