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37-04 GRW Bldg. Addition - Manufacturing - Shawnee - Backfile (2)
CENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at .the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to 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. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of .any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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 developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VD0T GENERAL NOTES 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 Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT .right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved 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. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on . these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of 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 the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation., The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. FIRE MARSHALL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. SOURCE: ITE. 7th ED. VOL. 2 TRIP CENERA TION DA TA CLASS USE TRIP RATE BASED ON AVG RATE TRIP RATE USE VPD 140 MANUFACTURING PER EMPLOYEE WEEK DAY 2.13 2.13 TRIPS x 68 x 5 DAYS= 735 SATURDAY 0.87 0.87 TRIPS x 68 x 1 DAY= 59 117 SATURDAY 0.36 0.36 TRIPS x 68 x 1 DAY= 24 TRIPS PER WEEK= 818 UTILITY CONTACTS 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 (hen) HANDICAPPED P RKINC NOTE Power: Allegheny Power Gas: Shenandoandoah Gaa s Co. P.O. Box 1458 P.O. Box 2400 Handicapped parking spaces and aisles shall slope 1 Hagerstown, 800 t1 654 372174n Winchester,40) 869-111 22604 51 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 flfxl7a11►/l� EXISTING INTERMEDIATE CONTOUR - -' - .. _ 33 .- -•- " �' '' EXISTING INDEX CONTOUR -330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX G$6 EXISTING CURB AND GUTTER -- PROP C46 PROPOSED CURB AND GUTTER G6-6 G6-6R TRANSITION FROM CG-6 TO CG-61? EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EX. 15" KGP EXISTING STORM SEWER PROP. 15" RGP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE -=r PROPOSED ELECTRIC SERVICE EXISTING GAS LINE Q PROPOSED GAS LINE PROPERTY LINE FLOW LINE -®...._ ... -..... s ... -« ... ... �. FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE b EXISTING WATERLINE W/ TEE ----�T PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT C� EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN o HANDICAP RAMP (CG-12) !' DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT'' PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE 12.0 115 3 OWNERS CERTIFICATE The foregoing Site Plan of the land of OWNERSCERT is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL VICINITY MAP SCALE: 1" = 2000' SHEET INDEX I. COVER SHEET 2. PHASE I - EROSION AND SEDIMENT CONTROL PLAN, E45 NARRATIVE 3. SITE PLAN, STORM PROFILES 4 COMP5 4. PHASE: II - EROSION AND SEDIMENT CONTROL PLAN, E45 DETAILS 5. LANDSCAPING PLAN 6. DETAILS 4 DRAINAGE DIVIDE MAPS 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 PROJECT INFORMA TION PARCEL IDENTIFICATION NO. : 64-((A))-159M SITE LOCATION WESTVIEW BUSINESS PARK EX STREET ADDRESS 250 INDEPENDENCE DRIVE LOT AREA: 3.722 ACRES DISTURBED AREA : 1.08 ACRES REQUIRED BUILDING SETBACKS: REQUIRED: PROPOSED: INDEPENDENCE DRIVE: 75' 92.9' SIDE'S. 25' 34.6' REAR: 25' 269.9' CURRENT ZONING M-1 CURRENT USE MANUFACTURING PROPOSED USE MANUFACTURING BUILDING HEIGHT: MAXIMUM ALLOWED = 35 PROPOSED = 35 OR LESS SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORD. ENVIROMENTAL FEATURES: OUTDOOR LIGHTING: BY CONTRACTOR NONE LOCATED ON PROPERTY ALL LIGHTING SHALL BE SHEILDED AND DIRECTED INTERIOR REQUIRED 1 SHADE TREE PER 10 SPAC:..' 47 SPACES/10= 5 TREES GREEN AREA = 5% OF PARKING LOT PARKING AREA = 15,362 SF GREEN AREA REQUIRED= 768 SF DOWNWARD TO PREVENT OFF -SITE GLARE. LANDSCAPE CALCULATIONS PERIMETER REQUIRED 1 SHADE TREE PER 2000' SF OF IMPERVIOUS AREA 29,085 SF IMPERVIOUS AREA/2000 = 15 TREES PERIMETER REQUIRED= 15 TREES iV. INTERIOR PROVIDED PERIMETER PROVIDED 5 SHADE TREES 15 SHADE TREES GREEN AREA = 1,123 SF 3' EVERGREEN HEDGE ON R/W 40 TOTAL SHRUBS AN OUTDOOR STORAGE AREA IS PROPOSED WITH THIS PLAN. PARKING CALCULATIONS USE: MANUFACTURING - 3 PER 4 EMPLOYEES REQUIRED EXISTING SPACES PROVIDED CURRENT STAFF: 48 EMPLOYEES 36 29 29 PROJECTED NEW STAFF: 20 EMPLOYEES 15 N/A 47 TOTAL STAFF: 68 EMPLOYEES 51 29 + 47 = 76 TOTAL HC SPACES REQUIRED: 3 HC SPACES PROVIDED: 4 LOADING SPACES REQUIRED: 2 EX. LOADING SPACES PROVIDED F.A.R. CALCULATIONS LOT AREA FLOOR AREA (F.A.R.) EX. BLDG = 24,346 S.F. 3.722 AC = 162,130 S.F. ADDITION = 11,460 S.F. 35,806/162,130 = 0.22 (F.A.R.) TOTAL = 35,806 S.F. (OPEN SPACE CALCULATION EXISTING PROPOSED TOTAL IMPERVIOUS IMPERVIOUS IMPERVIOUS PERVIOUS REQUIRED PROVIDED SITE AREA AREA AREA AREA AREA ZONE M1= 25% 98,716 S.F. 162,130 S.F. 34,126 S.F. 29,288 S.F. 63,414 S.F. 98,716 S.F. 40,532.5 S.F. OR 61% 0 Z UJ LU Z Z Wo1 O CO 0 ao (U Ca N 00 o �� Z x' W .d+; ail W) 4111, c `O a LO Fri a w � � N N N o >l o W� z O O E- 0' � Z v a W a U) aW, a a a o a a o N :rrt- Fr FREDERICK COUNTY ZONING ADMINISTRATOR DATE f *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL % t-P� Project Name: Project Number: GRW GILD ING r ADT I l 10 N 2086G Magisterial District: Date of Plan: (Month, Day, Year) SHAWNEE 06/07/04 Address, Including Zip Code & Telephone No. Owner: Contact person: JOACHIM (JOE) HILLIUS INDEPENDENCE GRW TECHNOLOGIES, INC. DRIVE DRI WINCHESTER, VA 22602 540-535-0091 Developer: Address, Including Zip Code & Telephone No. 250 INDEPENDENCE GRW TECHNOLOGIES, INC. DRIVE WINCHESTER, VA 22602 540-536-0091 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 1HH OU TUNCSUMA9 "d No. 026715 SS, jOIVAL • • U � U1 H H W Z E- �D U) O W W Z Q DATE: - 06/07/04 SCALE: - N/A DESIGNED BY:- DMF FILE NO. 2086G SHEET - 1 OF 6 Dj rSE (� � p r 2 2004 IU FREDERICK COUNTY PLANNING & DFVF; nUnn, PROJECT DESCRIPTION THI5 PROPERTY 15 LOCATED ON THE NORTH SIDE OF INDEPENDENCE DRIVE APPROXIMATELY 0.15 MILES SOUTHEA5T OF THE INTERSECTION WITH VICTORY LANE RTE 125 AND 15 PART OF THE WE5TVIEW BUSINESS PARK APPROXIMATELY 1.08 ACRES WILL BE DISTURBED FOR A BUILDING ADDITION AND PARKING LOT, EXISTING 51TE CONDITIONS THE 51TE IS CURRENTLY A MANUFACTURING FACILITY WITHIN AN EXISTING BUSINESS PARK AN EX15ITNG SWM POND ADJOINS THE PROPERTY ON THE NORTHEAST. ADJACENT PROPERTY THE SITE 15 BOUNDED BY OTHER BUSINESSES AND M-1 ZONED PROPERTIES. ER05ION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ER05ION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE (3.02) SHALL BE INSTALLED ALONG INDEPENDENCE DRIVE AT THE POINT OF THE PROPOSED ENTRANCE. THIS CONSTRUCTION ENTRANCE IS TO BE INSTALLED TO PREVENT MUD AND DEBRI FROM BEING CARRIED ONTO THE STATE ROAD. INLET PROTECTION (3.01) SHALL BE INSTALLED ON EXISTING STORM INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE, TEMPORARY DIVERSION DIKES (3M) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DIVERT 5EDEMENT-LADENED RUNOFF TO THE 5EDEMENT TRAP. A SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS PHASE I CONTROL MEASURES PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. NO CRITICAL SLOPES EXI5T ON THI5 51TE. PHASE 11: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT OR TO A POINT WHERE THEY NO LONGER ARE REQUIRED AS DETERMINED BY THE INSPECTOR SILT FENCE (3.05) SHALL BE PLACED ALONG THE LOWER SLOPE OF THE 51TE AT THE LOCATION OF THE DIVERSION DIKE AND SILT TRAP PRIOR TO THE REMOVAL OF THESE DEVICES. STORM DRAIN INLET PROTECTION (3.01) 544ALL BE PLACED ON DROP INLETS OR CURB INLETS PRIOR TO PERMANENT STABILIZATION. OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, UNDERCUTTING AND VELOCITIES. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. 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 TH05E 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 EI'OSION/SEDIMENT CONTROL. LEGEND NO, KEY 5Y1" 50L DE5CRIPTION 3.02 GE gm TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 St TEMPORARY SEDIMENT TRAP 3.15 OP OUTLET PROTECTION 3.20 GD --' ---' --- ROCK CHECK DAMS 3.33 SO SO SODDING 3.35 TP 0-0-0 TREE PROTECTION CG LIMITS OF CLEARING 4 GRADING r� DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501E STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) 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 TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL 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 WITHIN FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS P0551BLE. 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 ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER t 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 WITHIN FIVE (5) DAYS OF COMPLETION OF GRAD ING. DRAINAGE 5WALE5 SHALL BE E5TA51LIZED 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 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDIT147NAL MEASURES TO TH05E SHOIIN, 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 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 END 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 5M. TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS 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. GRW TECHNOLOGIES BUILDING ADDITION SEDIMENT TRAPS PHASES OF LAND DISTURBANCE ACTIVITIES I. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS, DIVERSION DIKES, ,j AND SILT FENCING. 3. PLACEMENT OF SEDIMENT CONTROL DEVICES, 4.05TAIN IN5PECT� ;'S APPROVAL PRIOR To BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE 5171=. 1. INSTALL DRAIN4-; DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN 5TABALIZED, REMOVE EROSION ANv SEDIMENT CONTROL MEASURES, INCLUDING THE TEMPORARY SEDIMENT BA51N R15ER AND REPLACING WITH THE PERMANT 36" ADS N-12 5EEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER IWO 5F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF W% KENTUCKY 31 TALL FESUE AND ]M- IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE 15 WET, AND REPEATED AS NEEDED TO CONTROL DUST. STORAGE STORAGE WET H Ho W L AREA Elev. Top Inv. Elev. TRAP Drainage REQUIRED PROVIDED STORAGE HEIGHT WEIR TOP WEIR m BERM of Stone at Stone No. AREA DIMENSIONS OF OUTLET WIDTH LENGTH OUTLET Outlet Weir OUTLET BERM HEIGHT HEIGHT WET DRY WET DRY DEPTH L = W = (AC) (cu-yd) (cu-9d) (cu-yd) (cu-yd) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (sq-ft) (ft) (ft) 1 0.65 44 441 41 50 1.0 125 12 20 T 1 2.000 3.90 1113 61835 (07735 NOTE: A COPY OF THE APPROVED 517E PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. ONEOUTLET I V=6 - - TOP STONE _ - OUTLET WEIR ------ -mmum ---LItUt SORADCLEARING 0-� 7717� --G-- - - - - - -. "- --_- - - - - - - - - - - --_ �g / I Gee Tbr-OF RM _ ~ ` DRY STORAGE 9 35 - 1 o q.r / / r UJET' MIRAGE ARE 0.65 Ac. DA =13.41 AC. � 41 C.Y. 6 II "I~ "POP; OE BERM r ,/ I I i I I I e I 4 � I i I I I I I I I I I I I I I I I LIMITS OF CLEARING / GRADING `��� m�wuuunmwununununu;unrmnue;nnca;niuiurxmuuuuu^sxna:muu::�wwbeunwm:.ca:muw+xmrvivau:m:nmirnn:uuwrnnauumnrxu�mrw:onrr r.,m:me:crruunnwnuauu•.unauaawiaucuvaa s \ / _ �. / ' / / / / / / / / / i RE5PON515LE LANE) DISTURBER NAME: MARK KLINE, RICKETTS CONST. CERTIFICATION 1. 1965C C)ATE: EXP. 4/14/09 THE RESPONSIBLE LANE) p157UR6€R 15 7NE PARTY RE5ID0N518LE FOR CARRYING OUT THE LANE) p151'URBINCx ACTIVITY AS SE? FORTH IN THE PLANS. no mm uuiwmimmuwnuuuucw�uniwuwmi .. _ NOTE: ALL VEHICLES EXSING THE ItE �4LIMITS OF CLEARING I SHALL 5tREQUIRED t0 CLEAN TIRE \ E GRADING OF ALL DIRT AND MUD PRIOR t0 I I I ENTERIWs THE, IMPROVED ROADWAY I I \ / I \ \ GE ! F O D,4 ID.i� �lc.l ,/ ✓ � � I � \ I � k \ DMA = 0,6_1 AC-1 LIMIT6 OF CLEARING I 4/GRADING \ / L�IMfTS.�CJe CLEARING iM ��ryprynwnllaaaaa mlmaYNlxa u: amNli'1:{:l:@UOM1&'R111a111a�a�il�Y:31t��JbaNala,AYWH41m A II�MaYaw:4lanlma4nMaNia!IIII:u�1NvltNiisiffM%U!aa�l GRADING I \ I e 1 z I co a I - I / s � I 1 a � I \ \ 30 15 0 30 60 ` SCALE: 1'" = 30' TH 15 SHEET FOR ER05ION ,AND 5 D IMENT CONT f RO . ONLY! W W W 0 c� Ln CO .5 G co 00 a �Lo I rn Z �4 �y x o Lo� W t` � W r a ►n U .O s~LO Hr-,, z; a) 0 V c w to z� U p O J LL YJ in Z W `) wI� p Q- Q 0 Q w J H OF t, I� o r U TUNG OMKUSUMA� Ng, r, '715 SIGNAL W W QF-i U) z o� U W 1'4 W rl W E4� ® i--H H J ® � Z 124E E� � O � O Uj I- W w Z Q DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 2 OF 6 L SEP 2 20,04 R ri, -. I R F.�IIE ERICK COUNTY D -!LAN'N , ING & 2" SM-9.5A 6" 21-B BASE STONE PARKING SPACE PAVEMENT SECTION STRUCTURE 21 D 1-3A LENGTH = 4' TYPICAL 6ECTION5 TRAVEL2 BM-2 STONE PAVEMENT BM STONE ENTRANCE PAVEMENT (TO PT OF 25' RADIUS) SEE HATCHED AREA DRAINAGE AREA = 0.050 ACRES C VALUE = .100 CA = 0.035 DRAINAGE AREA = 0.050 ACRES C VALUE = .100 CA = 0.035 FOR THE FIRST SIDE SUM CA = 0.035 INT = 4.50 CFS = 0.151 CO = 0.000 GUTTER FLOW= 0,151 FOR THE OTHER SIDE SUM CA = 0.035 INT = 4.50 CFS = 0.151 CO = 0.000 GUTTER FLOW = 0.151 AT THE INLET SUM CA= 0.010 INT= 4.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.01W FT/FT PAVEMENT CROSS SLOPE = 0,0300 FT/FT SPREAD AT A SLOPE OF .01& (ft./ft.) AND 0.16 (cfs) IS 1.23 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) _ 1.60 H (ft) = 0.455 DEPTH OF WATER (ft) = 0.01 SPREAD (ft) = 2,29 STRUCTURE 22 D I -3A LENGTH = 4' DRAINAGE AREA = 0.160 ACRES C VALUE _ .100 CA = 0.112 DRAINAGE AREA = 0.150 ACRES C VALUE _ .100 CA = 0.105 FOR THE FIRST SIDE SUM CA = 0.112 INT = 4.50 CFS = 0.504 CO = 0.000 GUTTER FLOW= 0.504 FOR THE OTHER SIDE SUM CA= 0.105 INT= 4.50 CFS= 0.413 CO= 0.000 GUTTER FLOUR= 0,413 AT THE INLET SUM CA= 0.211 INT= 4.50 CFS= 0.911 CO= 0.000 GUTTER FLOW= 0.911 GUTTER SLOPE = 0.016-1 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT SPREAD AT A SLOPE OF .011 (ft./ft.) AND 0.50 (cfs) IS 1.93 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 1.60 H (ft) = 0.455 DEPTH OF WATER (ft) 0.15 SPREAD (ft) = 1.30 P.IN. 64-(lA))-159N BRADDOCK STREET PROpERtlEB ZONED: MI PROPOSED USE: INDUSTRIAL ' EX. 5MN (o' B.O.B. FENCE W \..... � � ` !M • t.,._ .---E�'"�"S"f�i�l�-lM1.I8 01= CLEARING _ - - Ex SMN-.. __ ._ - ._ ._ - _.._ � EX. SMN ` TOP=G�n2.00 r �t�l. SEIU. l' --.. 7'OP = 680. d5 \ �� •-N� F'RAF' OCA�ON INV= &69.�01 IN 1 �°° W EX O. S�'O�AGE -____ -- -`g• , 25_' -�RL �.. - _._ ____ ''_-- �----._..-6�8_____---�,� u� 1 __ iNU= �68,54 OUT �-�`..GONTAINER��f ,Q• EX2 _-..._.._.-_.-`684 686 STRM©� M°T X. 42" RCP PROPOSED RIF' RAP • tv/t�' / � (o B.O.B. PENCE - - - _ - - - PROF. C/O �,�T - _ EX. 5AN , ` A COPD&82.3i 1/2 i RF � ._ _ - ---- f��3F�RELOCATEDR1�PR P - - - - INV=ro15.83(42"IN) JK INV=&75.8405"IN) PROPOSED � 6''fPVG SDR-21 X< PROP. SAN LAT EX�S�AN G/O ROOF.DRAIN 46 w � fN r=��S.i`I OUT '• / 6 B.O.B. FENCE l J PROPOSED 'I PROPOSED GOMC" PROP. 51SN,LAT � (X)4 EX. 15'° RC�' EX. DI OUTDOOR ��� DUMPSTER- PAD � 0 TIE INTO EX. fC/O 22111 S Tc 1{-s�� -----. � STORAGE AREA , LIMITS OF CLEARING t GRADING �' � �EX. DI INV=f�-1�1.13 BLDG. ADDITION (L � � �- I TOP = Fa 82.®0 EX. BAN G/O 901 S23 INV=�i6.4Q IN PROPOSED PROF. MAN . p- � • INV = (o1 (o.35 OUT DOOR E�T 5' FEE) GATE EX. SAN e/D� O �' B.O�• FENCE I.,.,r ,,_ ,. 1.- N., n. U IUntlnnIUFFInfUMrU>ArNIW'XI'pAtlNUR t"Uril:i ]Xa41UF1U1U1,IfN,NY.'MI.IU II:ILLIIIX Itl4YX AN'INFWIF IIf i11 NNM1^UAugW LoU.tlt41Mv11NMNIFINXc10M1NnurIFIFUMrnfrUNrnUIUbnFiPNtlPUiNM`. F1 SPRW ,�ED `�97 Tc � ,-' PROPOSED - 11,460�;�P , � c4 I LIMITS OF CLEARING GATE � �t) EXi•✓r`it`i<:a. HEIGHT 3 84. 9 C 4 GRADING I ._ _ -�► Cl :, 1rF _ �;• �,>, ? FP = 690.20\ •ti 34 \ 1 -. , , 87 � !-----_-____ - 61' PVC SD -21 96 REMOVE ROOF DRAT 85te DUMEX. GCz / P:STER i X. ,! �=T0 BE RELOCATED / PAD � FENCE N � TBR EX. CAM w o X 4 BOLLARDS;/TBR � 3 1 /2 I RF � 86 �•-- �/ EX. ELEC. tc c� I GRW TECHNOLOGIES ZONED: Mi USE: VACANT EX. SMH � TOP=G�92.23 i TBR 22 \ ,'. RI -I STOP EX. ELEC. 18 u/ SIGN EXISTING BUILDING TBR PROP. 20" 23346 SP \ STM T`� 3 1 EX. TELE. TBR ROP. ENT 90 ROPOSEQ i let FLOOR SPHALT op = 69020 AING OT 0 \ r EX. AG o g \ �. UNITS. TBR wV EX. 5NAREO AGeESS EASEi"iE?� MAXIMUM TAIL WATER CONDITION MINIMUM TAIL WATER CONDITION NTS NTS 3Do 3Do 0 Do Do o � J + + 0 0 5 0 2 0 OUTLET 11 Min. n. PIPE 1 Mi DIAMETER OUTLET La PIPE DIAMETER La STR PIPE Q 10 VEL Channel Channel Tail Crushed Stones Apron length(La) Apron Width(W) N0. Do(inch) (CES) (FPS) N D(ft) Water Class Type-dia. MIN. (FT) MIN. (FT) 20 15 2.87 4.22 0.05 NA MIN. 1A d50-6" 7.50 ft 8.75 ft Line ID fne engt IncrArea TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TlmeConc Rnfailnt TotalRunoff AdnlFlow TotalFlow r-apacFull Veloc ip ize ipe ode Inv ev p Inv PlevDn p NGLDn n /Rim p Grnd/RimDn (ft) (ac) (ac) (G) (min) (min) (in/i-r) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (qo) (ft) (ft) (ft) (ft) (ft) (ft) Str 20 to 21 46.86 0.10 0.52 0.85 0D9 0.44 5.00 5.9® b50 2.81 0.00 2.81 1.89 422 15.00 1.49 68050 619.80 681.18 680.48 684160 681f05 Ste 21 to 22 10126 0.42 0.42 0.85 036 036 5.00 500 6.50 2.43 0.00 2.43 7.59 3S1 15.00 138 682.00 680b0 682b2 68131 686.00 684b0 . STORM SEWER DESIGN INCLUDES ROOF DRAINS :X. LOADIN sPACEs l2 EX. PARKING LC ro SPACES SEX. WATERLINE \\ �MT EXISTING BUILDING. FF = 690.20 LIMITS OF CLEARING t GRADING PORTION OF EX. GONG S/W TO BE REMOVED 4REPLACED Uj CD 00 cc Lr) tw LIMITS OF CLEARING 4 GRADING 0-1FE Ste s9T ►n Q pry ° •� i89 / g �i�� t Q �+ , I E INE MO PROP. CCGa /EX. PARKING LOT 23 5PAGE5 EX. 5NAf2ED ACCESS EASEMENT 0 oy e co CAPPED IRF co E- 1-4 P.IN. 64-(lA))-159N BRADDOCK STREET PROpERtlEB ZONED: MI PROPOSED USE: INDUSTRIAL ' EX. 5MN (o' B.O.B. FENCE W \..... � � ` !M • t.,._ .---E�'"�"S"f�i�l�-lM1.I8 01= CLEARING _ - - Ex SMN-.. __ ._ - ._ ._ - _.._ � EX. SMN ` TOP=G�n2.00 r �t�l. SEIU. l' --.. 7'OP = 680. d5 \ �� •-N� F'RAF' OCA�ON INV= &69.�01 IN 1 �°° W EX O. S�'O�AGE -____ -- -`g• , 25_' -�RL �.. - _._ ____ ''_-- �----._..-6�8_____---�,� u� 1 __ iNU= �68,54 OUT �-�`..GONTAINER��f ,Q• EX2 _-..._.._.-_.-`684 686 STRM©� M°T X. 42" RCP PROPOSED RIF' RAP • tv/t�' / � (o B.O.B. PENCE - - - _ - - - PROF. C/O �,�T - _ EX. 5AN , ` A COPD&82.3i 1/2 i RF � ._ _ - ---- f��3F�RELOCATEDR1�PR P - - - - INV=ro15.83(42"IN) JK INV=&75.8405"IN) PROPOSED � 6''fPVG SDR-21 X< PROP. SAN LAT EX�S�AN G/O ROOF.DRAIN 46 w � fN r=��S.i`I OUT '• / 6 B.O.B. FENCE l J PROPOSED 'I PROPOSED GOMC" PROP. 51SN,LAT � (X)4 EX. 15'° RC�' EX. DI OUTDOOR ��� DUMPSTER- PAD � 0 TIE INTO EX. fC/O 22111 S Tc 1{-s�� -----. � STORAGE AREA , LIMITS OF CLEARING t GRADING �' � �EX. DI INV=f�-1�1.13 BLDG. ADDITION (L � � �- I TOP = Fa 82.®0 EX. BAN G/O 901 S23 INV=�i6.4Q IN PROPOSED PROF. MAN . p- � • INV = (o1 (o.35 OUT DOOR E�T 5' FEE) GATE EX. SAN e/D� O �' B.O�• FENCE I.,.,r ,,_ ,. 1.- N., n. U IUntlnnIUFFInfUMrU>ArNIW'XI'pAtlNUR t"Uril:i ]Xa41UF1U1U1,IfN,NY.'MI.IU II:ILLIIIX Itl4YX AN'INFWIF IIf i11 NNM1^UAugW LoU.tlt41Mv11NMNIFINXc10M1NnurIFIFUMrnfrUNrnUIUbnFiPNtlPUiNM`. F1 SPRW ,�ED `�97 Tc � ,-' PROPOSED - 11,460�;�P , � c4 I LIMITS OF CLEARING GATE � �t) EXi•✓r`it`i<:a. HEIGHT 3 84. 9 C 4 GRADING I ._ _ -�► Cl :, 1rF _ �;• �,>, ? FP = 690.20\ •ti 34 \ 1 -. , , 87 � !-----_-____ - 61' PVC SD -21 96 REMOVE ROOF DRAT 85te DUMEX. GCz / P:STER i X. ,! �=T0 BE RELOCATED / PAD � FENCE N � TBR EX. CAM w o X 4 BOLLARDS;/TBR � 3 1 /2 I RF � 86 �•-- �/ EX. ELEC. tc c� I GRW TECHNOLOGIES ZONED: Mi USE: VACANT EX. SMH � TOP=G�92.23 i TBR 22 \ ,'. RI -I STOP EX. ELEC. 18 u/ SIGN EXISTING BUILDING TBR PROP. 20" 23346 SP \ STM T`� 3 1 EX. TELE. TBR ROP. ENT 90 ROPOSEQ i let FLOOR SPHALT op = 69020 AING OT 0 \ r EX. AG o g \ �. UNITS. TBR wV EX. 5NAREO AGeESS EASEi"iE?� MAXIMUM TAIL WATER CONDITION MINIMUM TAIL WATER CONDITION NTS NTS 3Do 3Do 0 Do Do o � J + + 0 0 5 0 2 0 OUTLET 11 Min. n. PIPE 1 Mi DIAMETER OUTLET La PIPE DIAMETER La STR PIPE Q 10 VEL Channel Channel Tail Crushed Stones Apron length(La) Apron Width(W) N0. Do(inch) (CES) (FPS) N D(ft) Water Class Type-dia. MIN. (FT) MIN. (FT) 20 15 2.87 4.22 0.05 NA MIN. 1A d50-6" 7.50 ft 8.75 ft Line ID fne engt IncrArea TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TlmeConc Rnfailnt TotalRunoff AdnlFlow TotalFlow r-apacFull Veloc ip ize ipe ode Inv ev p Inv PlevDn p NGLDn n /Rim p Grnd/RimDn (ft) (ac) (ac) (G) (min) (min) (in/i-r) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (qo) (ft) (ft) (ft) (ft) (ft) (ft) Str 20 to 21 46.86 0.10 0.52 0.85 0D9 0.44 5.00 5.9® b50 2.81 0.00 2.81 1.89 422 15.00 1.49 68050 619.80 681.18 680.48 684160 681f05 Ste 21 to 22 10126 0.42 0.42 0.85 036 036 5.00 500 6.50 2.43 0.00 2.43 7.59 3S1 15.00 138 682.00 680b0 682b2 68131 686.00 684b0 . STORM SEWER DESIGN INCLUDES ROOF DRAINS :X. LOADIN sPACEs l2 EX. PARKING LC ro SPACES SEX. WATERLINE \\ �MT EXISTING BUILDING. FF = 690.20 LIMITS OF CLEARING t GRADING PORTION OF EX. GONG S/W TO BE REMOVED 4REPLACED Uj CD 00 cc Lr) tw LIMITS OF CLEARING 4 GRADING 0-1FE Ste s9T ►n Q pry ° •� i89 / g �i�� t Q �+ , I E INE MO PROP. CCGa /EX. PARKING LOT 23 5PAGE5 EX. 5NAf2ED ACCESS EASEMENT 0 oy e co CAPPED IRF co E- 1-4 STR PIPE Q 10 VEL Channel Channel Tail Crushed Stones Apron length(La) Apron Width(W) N0. Do(inch) (CES) (FPS) N D(ft) Water Class Type-dia. MIN. (FT) MIN. (FT) 20 15 2.87 4.22 0.05 NA MIN. 1A d50-6" 7.50 ft 8.75 ft Line ID fne engt IncrArea TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TlmeConc Rnfailnt TotalRunoff AdnlFlow TotalFlow r-apacFull Veloc ip ize ipe ode Inv ev p Inv PlevDn p NGLDn n /Rim p Grnd/RimDn (ft) (ac) (ac) (G) (min) (min) (in/i-r) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (qo) (ft) (ft) (ft) (ft) (ft) (ft) Str 20 to 21 46.86 0.10 0.52 0.85 0D9 0.44 5.00 5.9® b50 2.81 0.00 2.81 1.89 422 15.00 1.49 68050 619.80 681.18 680.48 684160 681f05 Ste 21 to 22 10126 0.42 0.42 0.85 036 036 5.00 500 6.50 2.43 0.00 2.43 7.59 3S1 15.00 138 682.00 680b0 682b2 68131 686.00 684b0 . STORM SEWER DESIGN INCLUDES ROOF DRAINS :X. LOADIN sPACEs l2 EX. PARKING LC ro SPACES SEX. WATERLINE \\ �MT EXISTING BUILDING. FF = 690.20 LIMITS OF CLEARING t GRADING PORTION OF EX. GONG S/W TO BE REMOVED 4REPLACED Uj CD 00 cc Lr) tw LIMITS OF CLEARING 4 GRADING 0-1FE Ste s9T ►n Q pry ° •� i89 / g �i�� t Q �+ , I E INE MO PROP. CCGa /EX. PARKING LOT 23 5PAGE5 EX. 5NAf2ED ACCESS EASEMENT 0 oy e co CAPPED IRF co E- 1-4 Line ID fne engt IncrArea TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TlmeConc Rnfailnt TotalRunoff AdnlFlow TotalFlow r-apacFull Veloc ip ize ipe ode Inv ev p Inv PlevDn p NGLDn n /Rim p Grnd/RimDn (ft) (ac) (ac) (G) (min) (min) (in/i-r) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (qo) (ft) (ft) (ft) (ft) (ft) (ft) Str 20 to 21 46.86 0.10 0.52 0.85 0D9 0.44 5.00 5.9® b50 2.81 0.00 2.81 1.89 422 15.00 1.49 68050 619.80 681.18 680.48 684160 681f05 Ste 21 to 22 10126 0.42 0.42 0.85 036 036 5.00 500 6.50 2.43 0.00 2.43 7.59 3S1 15.00 138 682.00 680b0 682b2 68131 686.00 684b0 . STORM SEWER DESIGN INCLUDES ROOF DRAINS :X. LOADIN sPACEs l2 EX. PARKING LC ro SPACES SEX. WATERLINE \\ �MT EXISTING BUILDING. FF = 690.20 LIMITS OF CLEARING t GRADING PORTION OF EX. GONG S/W TO BE REMOVED 4REPLACED Uj CD 00 cc Lr) tw LIMITS OF CLEARING 4 GRADING 0-1FE Ste s9T ►n Q pry ° •� i89 / g �i�� t Q �+ , I E INE MO PROP. CCGa /EX. PARKING LOT 23 5PAGE5 EX. 5NAf2ED ACCESS EASEMENT 0 oy e co CAPPED IRF co E- 1-4 . STORM SEWER DESIGN INCLUDES ROOF DRAINS :X. LOADIN sPACEs l2 EX. PARKING LC ro SPACES SEX. WATERLINE \\ �MT EXISTING BUILDING. FF = 690.20 LIMITS OF CLEARING t GRADING PORTION OF EX. GONG S/W TO BE REMOVED 4REPLACED Uj CD 00 cc Lr) tw LIMITS OF CLEARING 4 GRADING 0-1FE Ste s9T ►n Q pry ° •� i89 / g �i�� t Q �+ , I E INE MO PROP. CCGa /EX. PARKING LOT 23 5PAGE5 EX. 5NAf2ED ACCESS EASEMENT 0 oy e co CAPPED IRF co E- 1-4 W Z W o ,n G� Z x L0� W �� �� Wo U w W� z w 0) z O vu � z Z z � w o z � i w � w w w w w � w� mow^^ V/ •� V/ ,V/ 0 � � 0 Q 6�42 r dJ dJ U TUNG }iIKUSUMA� No. 026715 Sj W C4 Z z H O O J � �Q w � W W NOTES: 1) EXISTING BUILDING GONTRUGTED UNDER GHARLES RIGKETTS PLAN, SP *039-91, WESTVIEW BUSINESS CENTER, LOT 5. � � �•+ DATED OCTOBER 10, 1997 AND APPROVED ON JANUARY 20, 1998 � 2) A COPY OF THE APPROVED SITE PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING. 4) CONTRACTOR WILL TAKE PRECAUTIONS TO ENSURE ALL EXISTING TREES AND PROTECTED AND SAVED, 5) ANY TREES OR SHRUBS WITHIN 15° OF VDOT R/W WILL BE SUBJECT TO TRIMMING AT vDOT'S DISCRETION TO ENSURE PUBLIC SAFETY. 61 SITE LIGHTING BY CONTRACTOR THE LIGHTING CONTRACTOR SHALL SUBMIT A PLAN TO THE PLANNING OFFICE SNOWING THE LOCATION AND TYPE OF PROPOSED LIGHTING -11 ALL LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO PREVENT OFF -SITE GLARE. DATE: JUNE 2004 8) AN OUTDOOR STORAGE AREA IS PROPOSED WITH THIS PLAN. 9) DURING THE CONSTRUCTION PHASE OF THE BUILDING, ALL CRANES SCALE: AS NOTED WILL BE REQUIRED TO NAVE AN AVAIATION OBSTTURCTlON FLAG OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE DESIGNED BY: DF LOWERED AT NIGHT UNLESS LIT. 10) NOTIFY DAVID FOLEY, OPERATIONS SUPERVISOR FOR THE WINCI-FESTER JOB N0. 2086G REGIONAL AIRPORT 24 HOURS PRIOR TO CRANE OPERATIONS. SHEET 3 OF 6 NOTES: 1) EXISTING BUILDING GONTRUGTED UNDER GHARLES RIGKETTS PLAN, SP *039-91, WESTVIEW BUSINESS CENTER, LOT 5. � � �•+ DATED OCTOBER 10, 1997 AND APPROVED ON JANUARY 20, 1998 � 2) A COPY OF THE APPROVED SITE PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING. 4) CONTRACTOR WILL TAKE PRECAUTIONS TO ENSURE ALL EXISTING TREES AND PROTECTED AND SAVED, 5) ANY TREES OR SHRUBS WITHIN 15° OF VDOT R/W WILL BE SUBJECT TO TRIMMING AT vDOT'S DISCRETION TO ENSURE PUBLIC SAFETY. 61 SITE LIGHTING BY CONTRACTOR THE LIGHTING CONTRACTOR SHALL SUBMIT A PLAN TO THE PLANNING OFFICE SNOWING THE LOCATION AND TYPE OF PROPOSED LIGHTING -11 ALL LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO PREVENT OFF -SITE GLARE. DATE: JUNE 2004 8) AN OUTDOOR STORAGE AREA IS PROPOSED WITH THIS PLAN. 9) DURING THE CONSTRUCTION PHASE OF THE BUILDING, ALL CRANES SCALE: AS NOTED WILL BE REQUIRED TO NAVE AN AVAIATION OBSTTURCTlON FLAG OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE DESIGNED BY: DF LOWERED AT NIGHT UNLESS LIT. 10) NOTIFY DAVID FOLEY, OPERATIONS SUPERVISOR FOR THE WINCI-FESTER JOB N0. 2086G REGIONAL AIRPORT 24 HOURS PRIOR TO CRANE OPERATIONS. SHEET 3 OF 6 FREDERiCK COUNTY PLA'NP,!NG & DEVELOPM CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4-X4" 2. STAPLE WIRE FENCING TO THE POSTS. 70' MIN. EM77NG TRENCH UPSLOPE ALONG THE LINE OF POSTS. A PAVEMENT r s:1 FILTER CLOTH--""' 6� M!N A MOUNTABLE BERM (OP-W) / SIDE ELEVATION EXISTING GROUND - r 70' MIN B f0' MIN- WASHRACIC 1o' MIN. i2' MIN, EX157I5G FLOW - III III 4- PAVEMENT 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE wor /1 I Posn7Vr DR411"GE 1o• MIN. -TO FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. COURSE AGGREGATE I TO SEDIMENT I TRAPPING DEVICE • uUST EXTEND FUEL MOTH OF INGRESS AND EGRESS PLAN VIEW OPETPA110N � J• MIN. J' MIN � IIII --� /'-��'_. �: •,.. , _,• � � I I 7 % - ALTER CLOTH SECTION A -A FLOW '-T •. �:'; i-�• .`: EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. • ' ! ° �• FILTER FABRIC REINFORCED CONCRETE DRAIN SPACE III SI I WIRE SECTION B-B -� - SOURCE.' ADAPTED from 1983 MorylOnd Standards for Soil erosion and Sediment Contr�i and Vo. DSWC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 shemow $ Tyal GRAVEL CURB INLET SEDIMENT TEMPORARY DIVERSION DIKE FILTER GRAVEL FILTER 12" Compacted Sou RUNOFF WATER WIRE MESH ta• min. FILTERED WATER I i--- Flow I- • • �o,, : `.p. :a : ' .. � � 4.6' min. SEDIMENT CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIMLY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE 3.07-6 MINIMUM TOP WIDTH (W) TEMPORARY SEDIMENT TRAP REQUIRED FOR SEDIMENT I 1'I VARIABLE` TRAP EMBANKMENTS ORIGINAL VARIABLE• GROUND ELEV. ACCORDING TO HEIGHT OF ,.D EMBANKMENT (FEET) 67 CU. YD./ACRE • a VARIABLE N � 67 CU. YD./ACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. a• 'SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP W CROSS SECTION OF OUTLET H HO W 1.5 0.5 2.0 1.0 2.0 2.0 CLASS I RIPRAP LENGTH (IN FEET) n X DRAINAGE AREA 2.5 1.5 2.5 / IN AC.) 3.0 2.0 IV3.5 2.5 HO H 4.0 3.0 2.5- 3.0 3.0 DIVERSION �� \ _ / DIKE 4.5 3.5 4.0 4.0 4.5 _ 5.0 IN EXCAVATED AREA MAX. DEPTH = 4' ORIGINAL ND ELEV J COARSE AGGREGATE / EXCAVATED - / R CLOTH �f ..COARSE AGGREGATE SHALL RE VDOT OR #3, #357 #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-1 SOURCE: VA. DSWC PLATE. 3.13-2 I Ix NOTE: A COPY OF THE APPROVED SITE PLAN MUST BE KEPT ON-51TE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. N P.I.N. 64-((A))-159N BRADDOCK STREET PROPERTIES ZONED: MI USE: INDUSTRIAL comma 7 i ,.•� / / r + `A �, .%"""^----"• .r..v. ..- - -"----'�'�'��.... .,�� wmw� '•' ` - -----LueOCLEARNG �In -�495'I + 'c _- _- --_ 4 GRADING 1_ �� \ \ `' -_ , } r , -- - - = - - .-- - .+ � .` -- `•_'- , fir` x=-� �... � \ � -- tA.- .. 4. 160 a 1 --- -- �*1- --- (08 8 - - - - - -- + j' (off / + \. - _- --- -- _-- i 6 4 p f` F.I.N. 64-((A))-159L IGO TECHNOLOGIES ZONED: MI USE: VACANT LIMITS OF CLEARING 4 GRADING + LIMITS OF CLEARING 4 GRADING k 4 wv flll�/, 0 � r \ \ + \ \\ moor- E)RAIN\1 C)A=0.11 AC, C=0.90 L�J + + w v 4 wv lwv IN a \ IP `•�.. � ` �`�''�7--�:�.5q...�_-vim, �*'�®� 14 =0.10 AC. \ \ C \ I \ I �IMIT5 OF CLEARING I 4 GRADING )4 1 C J O22 r I 1 r; / m Gl \ / / LIMIT OF CLEARING 4/ GRAD ING I / \ l � + J \ / o 0 m a i •15 • 30 i• Me w=M=u1III I TP I S SPE ET FOR EROSION AND SEDIMENT CONTROL ONLY! Lu W z - Z WCQ Q CQ00 in C� Zx -�„ C\2 �� LLJ 0 W � a -" CD Lo V) V) A N O EL .1 . 0p Pj o �r U TUNG NI KI A IUKUSUMA9 No t026715 ks`SjONAL E�yCs w 1--4 I--1 co E- W �z ® Q> Z 124E- w � U) rC) H W W Z C DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY. DF JOB NO. 2086G SHEET 4 OF 6 DESE P 2 2004 ERICK COLLING PN-& DFvr,UNTY SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL WIRE 012 GAUGE 2" DOUBLE SHREDDED HARDWOOD 3" SOIL SAUCER BACKFILL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE 012 GAUGE TURNBUCKLE 3K TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD 1. MULCH/3" SAUCER PLACE TOP 1/8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER AEI (NOT TO SCALE) 2 x BALL DIA. MIN — CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE. FIRMLY GOMPAGTED 5AUGER (USE TOP5010 GENTLY GOMPAGTED TOP501L MIXTURE. SCARIFY PIT BOTTOM (MIN. 6"). SCARIFY PIT SIDES NOTES: I. MIN. ROOT SPREAD TO BE IN AGGORD/NGE KITH "AMERIGAN STANDARDS FOR NURSERY 5TOGK." 2. PRUNE ALL DAMAGED, DI5EA5ED, OR WEAK LIMBS a ROOTS. 3. GLEARLY PRUNE ALL DAMAGED ROOT ENDS. 4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROGE55. 5. 50AK ROOTS IN WATER OVERNIGHT BEFORE PLANTING. TYPICAL PLANT I NCB DETAIL - SHRUB SEE COVET' 5�4EET FOR L,4ND5C,4f'E CALCUL,4TION5 SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR O Acer rubrum RED MAPLE 2" CAL CF 0 Cornus Florida DOGWOOD 2" CAL 5 QA 0 Quercus alba WHITE OAK 2" CAL $ 3 gal. per plant IC 0 Ilex cornuta CHINESE HOLLY 40 Y O.G. TH15 5HEET FOR LANE)5CAFING ONLY! BRAD= STWET PROPERTIE5 w V A LUG/ lwv W W 0 CD z W O CQ � CO N i �� cv Zx I LO� W �) �� WV2 O L0 r+ W E- 4. Z, vi V2 N O Q) O .~, r W U2 �i 4OF KUSI TUNG ADHIUMA�" No 026715 S � SjONAL C� co H� W � z ® Q� � J -:I l� 0 Z wZ _ o z ZQ DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 5 OF 6 rE �P y pppq FREDERICK C- p y NNING & DEVFI npu This area may be concrete SPECIFICATION REFERENCE 105 502 CG-12A PERMISSIBLE ,4 LCONSTRUCTION JOINT 3'- 4- MII I 8' �f NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. I 4" 2'R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND � 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE • EXCEEDED STANDARD CG-7 IS REQUIRED. .e to e e n p ••• a •• ' •. ► e. The bottom of the curb and gutter may be constructed parallel to the slope of 6" 2'-0" subbase courses provided a minimum depth of 7" is maintained. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION i2' WHERE STD. CG-3 R 8'-0" 4'-0' CG-7 IS USED STD. CGG62 06e 12.1% MAX. f-48:1 MAX. 20:1 • ' 5 QOC ELS, 5" LONG •" 12 C-C PERMISSIBSECTION AA -AA CONSTRUCTION 0:1 - 10:1 B (J MAX. MAX. SLOPE 10:1 JOINT � B MAXIMUM U '� 2' - TRUNCATED DOMES - A 4' SOUARE LANDING SECTION B-B A AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED. CROSSWALK CROSSWALK 7777�TANGENT PLAN -- 4' HCROSSWALKH 7 CROSSWALKS HCROSSWALKH 5 TYPICAL PLACEMENT DIAGONAL VARIATION TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION 3. 5' MIN• WITHIN CROSSWALK WITHIN CROSSWALK MIN 10:1 MAX. (WITH BUFFER STRIP) 1MAx. 0:1 TYPE A (PERPENDICULAR) APPLICATION + ALTERATIONS THIS DESIGN To BE USED WiTH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48- WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTES: CONSTRUCTION, 6 FEET FOR ALTERATIONS. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL _ �I r' 3I1 DIA. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER TYPES OF MATERIAL WiTH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL �- I --I I--%- DIA. OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE 4 TRUNCATED DOME CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). DETAIL 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PORVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 246- C-C CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP O O O 100000 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER U¢". 00000000 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 000000000000000 FOR CURB/CURB AND GLITTER. O 0 0 0 O O O 0 0 0 0 0 0 0 0 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 2%* C-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 000000000000000 1 B. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 000000000000000 N BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OF NONEXISTENT. THEY 000000000000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 000000000000000 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 1000000000000000 INLETS, ECT. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS, UNOBSTRUCTED, --- AMy�p�ggLLEE ICIM�I4 STABLE, FIRM, AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND USED BY PEOSONS WITH MOBILITY IMPAIRMENTS. �1�1a 9. RAMPS MEY BE PLACED ON RADIAL OR TANGENTAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED DETECTABLE WARNING WITHIN THE LIMITS OF A CROSSWALK. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING DETAIL REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7". CC-12 DECTABLE WARNING SURFACE SPECIFICATION REFERENCE REV.3/D3 TYPE A (PERPENDICULAR) APPLICATION 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 1"X4"X4'-8" SLATS, 2-FINI54 NAIL AT TOP AND BOTTOM 2"X4"X4' E3EAMS• TOE NAIL TO POST 4"X4"X3' POST5 NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. it It ern COLOR TO MATCH THAT OF BLDG. ,r a 2. FINISHED SIDE OF FENCE SMALL FACE I, ADJOINING PROPERTY, IF APPLICABLE. �o COMPACTED GRAVEL r�- 1110012 FENCE DETrA I L FOR 50TH DUMP5TER ENCL05URE AND PERIMETER FENCING NOT TO SCALE XX Street approach some (radius to be as +i A surfacing as mainline roadway -� shown on plans) t4 1 I 1®Radial ombinoion J SYD CG-12 ifL curb and gutter a I 16 4' SIDEWALK ®t --- 6" ` c Optional Flow tine I X p - 2- Expansion " Joint o A-J �I Note: Width "B" 2'-0' or as Mainline roadway shown on typical section. PLAN VIEW CG-11 I DI-3A-30-3C (Radius to be as shown on plans) �2• Expansion Joint - --I 6" Class A3 (H.E.S. �d Concrete Expansion Joint SECTION C-C II IjjI 1__L_6- 8" 2'-0 6' Min 10' Mox. r-2'-01 e• 10' Parabolic Curve Edge M Construct Grade changes with a parabolic curve. of shoulder B% Max. Optional Flow Line •-- or Slope Change D When St'd. CG-11 is used for entrances built _ In conjunction with VDOT projects, please Mainline Roadway '- "- note the following: 8% Max- Slope Change ® -- XXMainline pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection I stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Enter. the entrance.) 5' Min. SECTION A - A A Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 9500 VPD) 0 % 3 % mountable curb configuration. Medium �500-9500 VPD c 3 X 6 X See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPD) 6 X 8 % ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 1203.04 1 104.09 -For details of Inlet From & Cover sus St'd. IC-2. F "Bare F Likin; A Face of Curb - D C=k Control nt Gutter PLAN L-Varlable-Max. 20' --I w'I�a_D I r- R I_ L Burs F I— Ban E -B ` -1 e• * 3' Diameter Weep Hole FRONT ELEVATION - (Gutter removed) TYPE A NOSE DETAIL SWILL BE USED WITH CG-3 & CG-7 STANDARDS. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 08' 30' CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4- STUD SHEAR WELDED TO BENT PLATE 2' C-C. Expansion Joint (� /J n eon aonM. AAA D i Exbti ig or or Proposed ewe G >X• Sid olk + Bon c I 2 (pj( F step. 1 I I or e' -o SECTION A -A _ G'Min. 110 M14 . ,.Approach Cutter ,rwarP.e cotter Ibm I" ol-ter Wasp Hole Hardware Cloth Step. - to be w N 4'-0• er Dresser. For .bp d.ldl..w se'a. sr-1. Approach Gutter L216'x2K'x)V warped Gutter Galvanized B� B-'pr- Wn.tz-J. A e•"1�4' e7L-1;1.- ill• 1 � .• T D16 d . lx2*Dv.E -1--,-A. Type A Type B SECTION B-B )V.e stoonaeclor ud e.ld.d to Vle Iron a 2' o c NOSE DETAILS DI-3B DI-3C TL I r -- - L -1 °--------- i ---I-I I --- I H I H ow � i Flow rOM Fl For use In sage �I I J J For use on grades Both sides tobt symmetrical STANDARD CURB DROP INLET 12"-30" PIPE MAXIMUM DEPTH (H)=8' VIRGINIA DEPARTMENT of TRANSPORTATION END -SECTION 12"-60" PIPE and on outlet end -section 2" Appr. Paw. warped Fora t• y DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER Sheet 1 of 2 SPECIFICATION SPECIFICATION REFERENCE REFERENCE 233 302 302 Concrete to be 4000 PSI Min. PLAN Ie meter of -I i 1 \E END VIEW SECTION X-X END -SECTION DIMENSIONS DIAM. A B C D E 12" 4" 2'-0" 2'-0' 4'-0" 2'-O" 15" 6' 2'-3- l'-9" 4'-0' 2'-6" 18' 9 2'-3" t -9 4 -0 3 -0 24" 9 1/2' 3'-7" 2'-6" 6'-1" 4'-0" 30" 1'-0" 1 4'-6' 1'-7 3/4' 6'-1 3/4' S-0" 36' 1'-3' 5-3" 2'-1D 3/4 8'-1 3/4 6'-0" 42' 1'-9" 48" 2'-0' 6'-0- 2'-2" 8'-2 7 -0 54" 2'-3" 5'-5" 2'-9 1/4' 8'-2 1/4" 7'-6" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-O" ALTERNATE END -SECTION 12" - 60" PIPE Hub end on outlet end -sections Spigot end on inlet end -sec; a X Concrete to be 4000 PSI Min. PLAN C � B S Steel_fobric r plorcemenf PAYDUNE SECTION X-X -E- END VIEW END -SECTION DIMENSIONS DIAM. A C D E 12" 4' 4'-l" 6'-1" 2'-0" 15' 6" 3'-10" 6 -1 2 -6 1 9" R2*-11" '"3'-0" 21" 9 3-2 6'-1" 3'-6" 24 10" 2 -8 6'-3" 4'-0" 27" 10 1/2" 4-0 2' 1 1/2' 6'-1 1/2" 4'-6" 30" 1'-0- 4'-6- V-7 3/4' V-1 3/4-_ S -0 33" V-1 t 2' C-10 l/Y V-3 1/4' a'- 1 3/4" 5'-6" 36" 1'-3' S -3 2'-10.3/4' 8'-1 3/4" 6 -0 42" 1'-9' 5 -3" 2'-11" 8 -2 6 -6 48" 2 -0 6'-0' 2'-2" 8'-2" 7'-0- 2'-3* '-5" 2'-11' 8*-4* 7'-6" 60" 2'-6- 5'-0" 3'-3" 8'-3" 8'-0" NOTE: Pipe lengths shown on plans ore based on End -Section design shown on the left. If the contractor elects to use the aftemote design shown on the right, lengths will be reduced by the difference in dimension 'D'. SLOPE DETAIL FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT of TRANSPORTATION 102.01 ORIGINAL EX. POND DRAINAGE DIVIDE5 (ULTiMATE BUILD -OUT) DRAINAGE DIVIDE5 TO INCLUDE PROP05ED BUILDING AND FlAmNING LOT ADDITION STORM OUTFALL 4 SLUM NARRATIVE EXISTING STORM SEWERS UJ LU UJ CV O CO L0 CC) C12 C\2 4 it to Zx Ln N W b-P r.i` C)�" UJ Q3 � .4 � Ln U Lo a -. .-,-, E-r 4- A o� O W U) EL q�� OF yr v TUNG N KUSUMA5 No. 26715 II vc�� `SIGNAL co W W O Q I� O w QI U Q Q r--H Wy W o a: PRE -DEVELOPED FLOW TO EXISTING CURB INLET "3 WAS 3.n CFS. POST -DEVELOPED FLOW TO EXISTING CURB INLET 03 15 2.09 CFS. THEREFORE, THE EX15TING STORM SEWER IS ADEQUATE. EX15TING SWM POND DATE: JUNE 2004 THE EXISTING POND WAS DESIGNED BASED ON ULTIMATE BUILD -OUT CONDITIONS WITH A TOTAL DRAINAGE AREA OF 10.15 ACRES WITH 0=0.15. Qi0=54.83 SCALE: AS NOTED THE TOTAL DRAINAGE AREA, INCLUDING THE PROPOSED PARKING LOT AND BUILDING ADDITION HAS INCREASED BY 0.15 TO A TOTAL OF 11.50 ACRES. HOWEVER, U51NG THE ACTUAL WEIGHTED C=0.51, DESIGNED BY: DF THE ADDITIONAL AREA DOES NOT INCREASE THE TOTAL FLOW INTO THE EXISTING POND. Qio=44.51 THEREFORE, THE PROPOSED ADDITIONS TO THE GRW FACILITY WILL NOT IMPACT THE ORIGINAL JOB NO. 2086G DESIGN OF THE POND OR STORM SEWER SYSTEM AT THE OUTFALL INTO THE EXISTING POND. SHEET 6 OF 6 r nT Z ?m U) m Lz� m -� Q°22 m IV o O C � m Z GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to 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. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 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 Giza. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VDOT CENERAL NOTES 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 Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved 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. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of 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 the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. FIRE MARSHALL'S NOTE Fire lane markings and signage: Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. SOURCE: ITE. 7th ED. VOL. 2 TRIP GENERATION DA TA CLASS USE TRIP RATE BASED ON AVG RATE TRIP RATE USE VPD 140 MANUFACTURING PER EMPLOYEE WEEK DAY 2.13 2.13 TRIPS x 68 x 5 DAYS= 735 SATURDAY 0.87 0.87 TRIPS x 68 x 1 DAY= 59 117 SATURDAY 0.36 0.36 TRIPS x 68 x 1 DAY= 24 TRIPS PER WEEK= 818 UTILITY CONTA CTS 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) 95 HANDICAPPED PARKING NOTE Power: Allegheny Power Gas: Shenandoahoah Ga Gas Co. P.O. Box 1458 P.O. Box 2400 Handicapped parking spaces and aisles shall slope Hagerstown, MD 21741 Winchester, VA 22604 greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 no g Virginia Utility Protection Service 1-800-552-7001 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-61? EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER LEGEND 33 - --� 350 40 EX E/P PROP E/P EX G$6 PROP Gt 6 G6-6 � G6-6R -" EX. 15" RGP PROP. 15" RGP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE e PROPOSED GAS LINE PROPERTY LINE FLOW LINE _....._ ... -.- ... _ ..... - ... �- FENCEUNE -X x X X X -# K # X x EXISTING POWER POLE O EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE ° T' PROPOSED WATERLINE W/ TEE ° T e-� EXISTING FIRE HYDRANT CW EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER STOP SIGN a HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE 12.0 115 3 OWNERS CERTIFICATE The foregoing Site Plan of the land of OWNERSCERT is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FREbERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Project Name: VICINITY AIAP SCALE: 1" = 2000' SHEET INDEX I. COVER SHEET 2. PHASE I - EROSION AND SEDIMENT CONTROL PLAN, E45 NARRATIVE 3. 51TE PLAN, STORM PROFILES 4 COMPS 4. PHASE 11 - EROSION ,AND SEDIMENT CONTROL PLAN, E45 DETAILS 5. LANDSCAPING PLAN 6. DETAILS 4 DRAINAGE DIVIDE MAPS THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLA LS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION PROJECT INFORAIA TION PARCEL IDENTIFICATION NO. : 64-((A))-159M SITE LOCATION WESTVIEW BUSINESS PARK EX STREET ADDRESS : 250 INDEPENDENCE DRIVE LOT AREA 3.722 ACRES DISTURBED AREA : 1.08 ACRES REQUIRED BUILDING SETBACKS: REQUIRED: PROPOSED: INDEPENDENCE DRIVE: 75' 92.9' SIDES: 25' 34.6' REAR: 25' 269.9' ENVIROMENTAL FEATURES: NONE LOCATED ON PROPERTY INTERIOR REQUIRED 1 SHADE TREE PER 10 SPii ,,ES 47 SPACES/10= 5 TREES GREEN AREA = 5% OF PARKING LOT PARKING AREA = 15,362 SF GREEN AREA REQUIRED= 768 SF INTERIOR PROVIDED PERIMETER PROVIDED 5 SHADE TREES 15 SHADE TREES GREEN AREA = 1,123 SF 3' EVERGREEN HEDGE ON R/W 40 TOTAL SHRUBS AN OUTDOOR STORAGE AREA IS PROPOSED WITH THIS PLAN. CURRENT ZONING M-1 CURRENT USE MANUFACTURING PROPOSED USE MANUFACTURING BUILDING HEIGHT: MAXIMUM ALLOWED = 35 PROPOSED = 35 OR LESS SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORD. OUTDOOR LIGHTING: BY CONTRACTOR ALL LIGHTING SHALL BE SHEILDED AND DIRECTED DOWNWARD TO PREVENT OFF -SITE GLARE. LANDSCAPE CALCULATIONS PERIMETER REQUIRED 1 SHADE TREE PER 2000' SF OF IMPERVIOUS AREA 29,085 SF IMPERVIOUS AREA/2000 = 15 TREES PERIMETER REQUIRED= 15 TREES PARKING CALCULATIONS USE: MANUFACTURING - 3 PER 4 EMPLOYEES REQUIRED EXISTING SPACES PROVIDED CURRENT STAFF: 48 EMPLOYEES 36 29 29 PROJECTED NEW STAFF: 20 EMPLOYEES 15 N/A 47 TOTAL STAFF: 68 EMPLOYEES 51 29 + 47 = 76 TOTAL HC SPACES REQUIRED: 3 HC SPACES PROVIDED: 4 LOADING SPACES REQUIRED: 2 EX. LOADING SPACES PROVIDED F.A.R. CALCULATIONS LOT AREA FLOOR AREA (F.A.R.) EX. BLDG = 24,346 S.F. 3.722 AC = 162,130 S.F. ADDITION = 11,460 S.F. 35,806/162,130 = 0.22 (F.A.R.) TOTAL = 35,806 S.F. OPEN SPACE CALCULATION EXISTING PROPOSED TOTAL IMPERVIOUI; IMPERVIOUS IMPERVIOUS PERVIOUS REQUIRED PROVIDED SITE AREA AREA AREA AREA AREA ZONE M1= 25% 98,716 S.F. 162,130 S.F. 34,126 S.: ' 29,288 S.F. 63,414 S.F. P8,716 S.F. 40,532.5 S.F. OR 61% GRW �tJILII]I�G A DDI I'l0 N Magisterial District: SHAWNEE Owner: GRW TECHNOLOGIES, INC. Developer: GRW TECHNOLOGIES, INC. Engineer Certifying Plan: GREENWAY ENGINEERING Contact person: JOACHIM (JOE) HILLIUS Project Number: 2086G Date of Plan: (Month, Day, Year 06/07/04 Address, Including Zip Code & Telephone No. 250 INDEPENDENCE DRIVE WINCHESTER, VA 22602 540-535-0091 Address, Including Zip Code & Telephone No. 250 INDEPENDENCE DRIVE WINCHESTER, VA 22602 540-535'-0091 Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 0 Z W W Z 0 Z W 0 CO Lr) CC) Cd cfl a � co M Z x' Ln� �■t �Y �� b ,tom o W4 � 111 U a Ln ai U1 U2 a) o z a 0 E- d O z " � U W 0 a z ;a x rz a a aW, a a a 0 0 0 0 E- n m ao cn Aa\o � ado a\o OF- � j r(,6340 TUNG NI HIKUSUMA o No. 026715 0 ti SS, i ZONAL Z 0 E -+ W 0 C) Z P, J O D In DATE:- 06/07/04 SCALE: N/A DESIGNED BY DMF FILE NO.- 2086G SHEET 1 OF 6 DECEE WE FREDERICK COUNTY PLANNING & DEVELOPMENT PROJECT DESCRIPTION THIS PROPERTY 15 LOCATED ON THE NORTH SIDE OF INDEPENDENCE DRIVE APPROXIMATELY 0.15 MILES SOUTHEAST OF THE INTERSECTION WITH VICTORY LANE RTE 125 AND IS PART OF THE WESTVIEW BUSINESS PARK APPROXIMATELY 1.08 ACRES WILL BE DISTURBED FOR A BUILDING ADDITION AND PARKING LOT, EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A MANUFACTURING FACILITY WITHIN AN EXISTING BUSINESS PARK AN EX15ITNG SWM POND ADJOINS THE PROPERTY ON THE NORTHEAST. ADJACENT PROPERTY THE SITE 15 BOUNDED BY OTHER BUSINESSES AND M-1 ZONED PROPERTIES. 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 STRUCTURAL MEA5URE5 PHASE I: A CONSTRUCTION ENTRANCE (3-02) SHALL BE INSTALLED ALONG INDEPENDENCE DRIVE AT THE POINT OF THE PROPOSED ENTRANCE. THIS CONSTRUCTION ENTRANCE 15 TO BE INSTALLED TO PREVENT MUD AND DEBRI FROM BEING CARRIED ONTO THE STATE ROAD. INLET PROTECTION (3.01) SHALL BE INSTALLED ON EXISTING STORM INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM, SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DIVERT 5EDEMENT-LADENED RUNOFF TO THE SEDIEMENT TRAP. A SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS PHASE I CONTROL MEASURES PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. NO CRITICAL SLOPES EXIST ON THIS SITE. PHASE 11: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT OR TO A POINT WHERE THEY NO LONGER ARE REQUIRED AS DETERMINED BY THE INSPECTOR SILT FENCE (305) SHALL BE PLACED ALONG THE LOWER SLOPE OF THE 51TE AT THE LOCATION OF THE DIVERSION DIKE AND SILT TRAP PRIOR TO THE REMOVAL OF THESE DEVICES. STORM DRAIN INLET PROTECTION (3.01) SHALL BE PLACED ON DROP INLETS OR CURB INLETS PRIOR TO PERMANENT STABILIZATION. OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, UNDERCUTTING AND VELOCITIES. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. 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 TW05E SHOWN, A$ NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIR31NIA EROSION AND SEDIMENT CONTROL HANDBOOK EROSI0N/5EIDIMENT GONTfROL LEGEND NO, KEY 6YMBOL DE5CRIFTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.0E SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.09 DD D0 TEMPORARY D I VER51ON DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVER51ON 3.12� 0 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 Gp -- --' -- ROCK CHECK DAMS 333 SO 50 SODDING 338 TP 0-0-0 TREE PROTECTION CG LIMITS OF CLEARING 4 GRADING _4 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 VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L 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 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 WITHIN FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ER05ION AND SEDIMENT CONTROL MEASURES, MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. 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 WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE 5WALE5 SHALL BE ESTABILIZED 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 ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE 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 END 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 15 ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 5V. TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 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. GRW TECHNOLOGIES BUILDING ADDITION SEDIMENT TRAPS PHASES OF LAND D15TURBANCE ACTIVITIES I. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION, 2. CLEARING AND 619 3EING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS, DIVERSION DIKES, 4 AND SILT FENCING). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN IN5PECTOP'5 APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUP REt"AINDER OF SITE. 6. ROUGH GRADE 5' c. 1. INSTALL DRAINAGE DEVICFS WITH SEDIMENT CONTROL S. FINAL GRADING. S. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABALIZED, REMOVE ER05ION AND SEDIMENT CONTROL MEASURES, INCLUDING THE TEMPORARY SEDIMENT BASIN RISER AND REPLACING WITH THE PERMANT 36" ADS N-12 SEEDING NOTES: 1. ALL PEWANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VE5CH. 2. TOP501L SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 44 INCHES) AT A RATE OF 90 LBS. PER 1000 SR (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER I000 S.F. (1000 LB5. PER ACRE). 5. SEED MIX SHALL CONSIST OF W9. KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE EURFACE 15 WET, AND REPEATED AS NEEDED TO CONTROL DUST. STORAGE STORAGE WET H Ho W L AREA Elev. Top Inv. Elev. TRAP Drainage REQUIRED PROVIDED STORAGE HEIGHT WEIR TOP WEIR m BERM of Stone at Stone No. AREA DIMENSIONS OF OUTLET WIDTH LENGTH OUTLET Outlet Weir OUTLET BERM HEIGHT HEIGHT WET DRY WET DRY DEPTH L = W ° (AC) (cu-Sd) (cu-Sd) (cu-Sd) (cu-Sd) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (sq-ft) (ft) (ft) r1_ I 0.65 44 44 41 50 1.0 125 12 2.0 1 12.000 1 3.90 1113 (018.35 1 61135 RHPON615LE LAND DFURB R NAME: MARK KLINE, RICKETTS CONST. CERTIFICATION #: 1965C DATE: EXP. 4/14/09 THE RE5PON515LE LAND DI5TUR6ER IS THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND p15rtUR5ING ACTIVITY A5 5E? FORTH IN THE PLANS. NOTE: A COPY OF THE APPROVED SITE PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. STONE OUTLET - - --- -- TOP STONE _ OUTLET U)EIR __- - ! - - - - - - CLEARING -� - - -- - _.4 �- I G' ;; --� •... �-- i - _ - - - _ _ t GRADING -- L1 `` t6P-(SF- RM _ ` DRY STORA6t 35 r _ - _ WET HMO AGE A DD ' � � �, AREA`` ••. O 5 G. � D�=9.�.-� �C. 41 C.Y. �.�_i TOP -OF BERM a , I I I I I I � I u } I I I I I I I � I 1 I I IP I I I I I IP I I p LIMITS OF CLEARING / 4 GRADING j:`a�.'.�G' mu!m!mu••.un!vnmmucnaxauomuninamr-sw9:nuaue¢alNmnwa,nxmuarexa;!mwveenmm!.u:•xnuurnaumn:9mm�nnnrunmuuv:uamu!m!m�uwaw:enwrrmn:unis9:m:!mxamu9xnvm+rmmvnumec,:.m. r::>. e / � I r r can !9m ;wxxm!ma:mmxmmavax,N : .. ��A NOTE. ALL VEHICLES EXITING THE ITE i JI I LIMITS OF CLEARING I SHALL 5tREQUIRED 10 CLEAN TIRE \ f 4 GRADING OF ALL DIRT AND MUD PRIOR TO l l 1 I ENTERING THS IMPROVED ROADWAY 1 I �I GE ' 1 / \ / 1 \ I I \ 1 ---------------------- DA0.61C CLEARING � l \\ / // f LIMITS A IN R 4/GR4DING I le, 4 �1:G9099:xnmroa:U,:IMIuT�s,at CLEAI?ING nximrvnumlmmn naumu!xcrcnirmnnqu!x!!a:cuxxuuwraxNmnwl mm,r,r!xmmm:wnu:xux:ulmsxuaae!nli u!§a' d GRADING I I i1x01a'Wx49NU11'INIka1NP91clU!i9N1L ]:9Uv:mNlN:mURv:9a`� /// � 11 // � I ' ,\ Az / jiw I o � I 30 15 0 30 60 ` J SCALE - 1 " = 30' TH I V 5HE E t FOR ER05ION AND SEDIMENT CONTROL. ONLY! 0 z W W WCQ o co 0 00 CO C\2 Zx �c\j u7 WQ) W Q � l(� U 0 10 Q) � CD w h m Q) O o W � w z® U p LL U) fa z w 1L Q 0 Q W J uN (Y 4 4TUNGKUSUe Ng,, 6715 �`SIONAL ,�yCs z O O U co E- W Z ® Q J > � O Z Ems-{ �� � O W� ww Za: DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 2 OF 6 FREDERICK COUNTY PLANNING & DEVELOPMENT STONE PARKING SPACE PAVEMENT SECTION STRUCTURE 21 D I -3A LENGTH = 4' TYPICAL SECTIONS : ' . , TRAVELSTONE SECTIONPAVEMENT . , ENTRANCESTONE SECTIONPAVEMENT ► PT OF RAMS) SEE HATCHED AREA DRAINAGE AREA = 0.050 ACRES C VALUE = .100 CA = 0.035 DRAINAGE AREA = 0.050 ACRES C VALUE = .100 CA = 0.035 FOR THE FIRST SIDE SUM CA = 0,035 INT= 4.50 CPS = 0.151 GO = 0.000 GUTTER FLOW = 0,151 FOR THE OTHER SIDE SUM CA = 0,035 INT= 4.50 CF5 = 0.151 GO = 0.000 GUTTER FLOW= 0.151 AT THE INLET SUM CA= 0.010 INT= 4.50 CPS= 0.315 GO= 0.000 GUTTER FLOW= 0,315 GUTTER SLOPE = 0.0180 FT/FT PAVEMENT CRO55 SLOPE = 0.0300 FT/FT SPREAD AT A SLOPE OF .018 (ft./ft.) AND 0.16 (cfs) IS 1.23 (ft,) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) _ 1.60 H (ft) = 0.458 DEPTH OF WATER (ft) = 0.01 SPREAD (ft) = 2.29 STRUCTURE 22 D I -3A LENGTH = 4' DRAINAGE AREA = 0.160 ACRES C VALUE _ .100 CA = 0.112 DRAINAGE AREA = 0.150 ACRES C VALUE _ .100 CA = 0,105 FOR THE FIRST SIDE 5UM GA 0,112 INT= 4.50 CFS-- 0.504 CO- 0.000 GUTTER FLOW= 0.504 FOR THE OTHER SIDE SUM CA= 0.105 INT= 4.50 CFS= 0,413 GO= 0.000 GUTTER FLOW= 0.413 AT THE INLET SUM CA = 0.211 INT= 4.50 CFS = 0,911 CC = 0.000 GUTTER FLOW = 0.917 GUTTER SLOPE = 0.016l FT/FT PAVEMENT CROSS SLOPE = 0,0200 FT/FT SPREAD AT A SLOPE OF .011 (ft./ft.) AND 0.50 (cfs) IS 1.93 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) _ 1.60 H (ft) = 0.458 DEPTH OF WATER (ft) = 0.15 SPREAD (ft) = 1.30 P.I.N. Il A))-159N _ BRADDOCK MET PROPERTIES ZONED: MI PROPOSED USE- INDUSTRIAL EX, SMN 6' B.O.B. PENCE - - - - _7 1 t + _ .®. .o.._....._..,_.,.._ 1 `5..2 '"! t... ---E: 4�'S"rbR 4- ---.. _IMffS OF CLEARINGS _-- - �' I4�4 DRAIN-ESl`�_ _.... _ _ 4 GRADING "�- ,.. EX. SMN - _ _.. - - ..._ ._ _ ..._ r ` 1 - roP=680 PRA �l �� E. S� OAGE `-� . 25_' PRL �.0 , 1 �� L.O4TAINER��f3) 68P652 686 STM E05 �w�•�/� err e_ PROPOSED -�- 8 .5 RIFF RAP �• 4 f 6' B.D.B. FENCE PROP. SAN C✓O 8 - EX. SAN T--AT, ` II ______________ f�ftF_RELOCATE0 i PROPOSED , X\e 6� PYC 6DR-21 �� 5 6 B.O.B. FENCE li PROP. SAN LAT EX.aSAN G/O ROOF -,DRAIN - 5 TIC / l PROPOSED PROPOSED CONC: _ PROP. 5A,9,LAT r OUTDOOR DUMPSTER. PAD S90 TIE INTO EX. 22' --, STORAGE AREA HA LIMITS OF CLEARING o 4 GRADING \ PRO � BLDra. �4DD)MON � ,• � EX. SAN C/O 90 4 / IL 1 PROP.IKIAN PROPOSED / 1 ' 5' PED GATE EX. SAN C/O DOOR Et�T 6 PROPOSED 6 ° B.O B. FENCE 00 PROPOSED - l nxn:.,u .iunwm imxxxuxi. x,w . w mwxm":w, ,.•xxxxxxx,xx,m, x"x". x,mmxrvx wwx:wx a m,, na..x,.,,x,m,.xwwwxwmw.wxxw :m w, xa , Fl SPR(NKLED 89' 880 7 rc ( 11,4ll GATE ''`1ENC- ©, F3 Er i"a`R. NE IGNGTrn= q5' 87 849 34 \ I - - - 88 Tc 7 Tc EX. / - 6" PVC SD 21 87 .�� 96 J ROOF DRAT r 85Tc / DUMPSTER i EX. H TBR=TO BE RELOCATED EX. GM \ y \ / PAD FENCE / 4 BOLLARDS; TBR al 86 3 -I.�. ` Ii ' r- T 1/2 IRF � 4.a il EX. ELEC. `r� 86rc I TBR e EX. ELEG.' `V EXISTING BUILDING TBR IS PROP, 20' 23346 SF Ex. TELE. �� STM 'T c, = TBR ROP. ENT 90 OPOSE E 1st FLOOR 5PHALT O ► I = EX. AC s (O9020 s 9 A ` ING L UNITS °�. 88 vu, la \ P.IN. 64-(lA))-159L TBR Gw TECHNOLOGIES ZONED: MI USE: VACANT EX. 5M14 TOP=�92.23 EX. LOADIN SPACES (2 a EX. PARKING LC \ 6 SPACE5 EX. SNARED � \ AGGESS EASEME1 MAXIMUM TAIL WATER CONDITION MINIMUM TAIL WATER CONDITION NTS NTS 3Do 3Do Do 0 Do if O J + + - 5 0 0 0 2 0 OUTLET PIPE 11 Min. 1 Min. OUTLET DIAMETER La PIPE DIAMETER La STR N0. PIPE Do(inch) Q 10 (CFS) VEL (FPS) Channel N Channel D(ft) Tail Water Crushed Stones Apron length(La) MIN. (FT) Apron Width(W) MIN. (FT)` Class Type-dia. 20 15 2.87 4.22 0.05 NA MIN. 1A d50-6" 7.50 ft 8.75 ft Line ID (ne engt IncrArea TotalArea RunoffGoeff. InI x A TotalC x A InletTime TimeConc l llnt TotalRunoff AdnlFlow TotalFlow ap8 U veloc ip Ize ipe ope Inv ev p Inv ElevDn p NGLDn n /Rim p Grnd/RimDn (rt) (ac) (ac) (G) (min) (min) On/hr) (cfs) (cfs) (cfs) (cfs) (ft/5) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 5tr 20 to 21 4686 0.10 0.52 085 0M OA4 5.00 5.90 (0 50 2.61 0.00 2.81 189 422 15.00 1.49 Ill 61980 Ill Ill 684.60 681-05 Ste 21 to 22 10126 0.42 0.42 085 036 036 5DO 5.00 l 2A3 0.00 2.43 159 3.51 15-00 138 Ill 680b0 ll Ill 686.00 684b0 • STORM SEWER DESIGN INCLUDES ROOF DRAINS WV a oWV 1,WV 3 0 " RCP � t EX. SMN TOP = 6 82.00 APPROX. INV=668.61 jN "N" LOCATION\ (NY= 669.30 IN "'W" INV OUT 0 W W WC\2 o c ,n CO cQ a) CIO c\2 CO cc C\2 CO LO Cul I rn W Q� ua .- Lo Hw 42" RCP m EX. DI 1/2"IRF R7 PRAP TOP = 682.31 Ll 0 INV=615.83(42"IN) O INV= 615.8405 1N) s, \ X INV=roi5.71 OUT r EX5 W z > EX044 I— EX. i5 I W RCP EX. D "COP=682.13 O O IJI I INV �EX. DI =61'1.13 Z z O u ►- TOP=652.00 z : u 823 INV=6-16.40 IN q O 0 INV = 616.35 OUT 5 J 0 W UL Z Z w w W w / L L U L Tc4� I LIMITS OF CLEARING p p w In 6 4 GRADING w N ►> i` If �}z co ' w Q EX. GG W 0 Ei ' at) cv dJ / ►r 22 w\R1-1 STOP �J SIGN EXISTING BUILDING \ LIMITS OF CLEARING 4 GRADING ` 0 / / \ mn xwi. "wixxwux wnamwwimamna�'�, / 19 / ' Q�1 /1� LIMITS of CLEARING 4(6-z 4 GRADING I° :umwim.;u a.uwxmrvxm u,+r rx x+i i memmarx:m.' _ Tc 00 t / PORTION OF Tc � `� � EX. CONC S/W TO BE REMOVED 89� $ REPLACED T \ t89 c REMOVE EX. CG IE IN PROP. CG / /EX. PARKING LOT / �� ' d,(!Q 23 SPACES f CID/ o 0 / EX. SNARED 'tip ACCESS EASEMENT j ¢� ---- CAPPED IRF NOTES: 1) EXISTING BUILDING CONTRUCTED UNDER CHARLES RICKETTS PLAN, SP #039-91, WESTVIEW BUSINESS CENTER, LOT 5. DATED OCTOBER 10, 1991 AND APPROVED ON JANUARY 20, 1998 2) A COPY OF THE APPROVED SITE PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING. 4) CONTRACTOR WILL TAKE PRECAUTIONS TO ENSURE ALL EXISTING TREES AND PROTECTED AND SAVED. 5) ANY TREES OR SHRUBS WITHIN 15' OF VDOT R/W WILL BE SUBJECTD TO TRIMMING AT VOT'S DISCRETION TO ENSURE PUBLIC SAFETY. lo) SITE LIGHTING BY CONTRACTOR THE LIGHTING CONTRACTOR SHALL SUBMIT A PLAN TO THE PLANNING OFFICE SHOWING THE LOCATION AND TYPE OF PROPOSED LIGHTING 1) ALL LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO PREVENT OFF -SITE GLARE. 8) AN OUTDOOR STORAGE AREA IS PROPOSED WITH THIS PLAN. 5) DURING THE CONSTRUCTION PHASE OF THE BUILDING, ALL CRANES WILL BE REQUIRED TO NAVE AN AVAIATION 055TTURCTION FLAG OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. 10) NOTIFY DAVID FOLEY, OPERATIONS SUPERVISOR FOR THE WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR TO CRANE OPERATIONS. v TUNG IiIKUSUMA9 No. 026715 ti SIGNAL _ co E- H � 0 0 O Q N E � V� Q W es) M �^j DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 3 OF 6 Tl CONSTRUCTION OF A SILT FENCE S T ONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 70' MIN. EXISnNG TRENCH UPSLOPE ALONG THE LINE OF POSTS. A PA�;MENf� S:, FlLTER CL07N-1*"' 6- MIN. A MOUNTABLE BERM ,-� •�'�_/ _ SIDE ELEVATION EXIS17NG GROUND 70' MIN. B 10, MIN. oplo ) (PTlaw4y 10, MIN. 12',uw• Ewsnxc FLOW III III PAVEMENT 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE &DOT /1 -POSITNE DRAINAGE ro' MUN. ITO FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. COURSE AGGREG47E B SEGVMENT I TRAPPING DEVICE MUST Ex7END FULL waDTN OF INGRESS AND EGRESS PLAN VIEW OPERARON IIh 12' MIN. ,Jy,,A / 9. / - 1 J' MIN. /✓/i--'��"'-- IIII '-'�/"_` _ Jill •i`^'' J' MIN. '� �� FILTER CLOTH -� rFLOW ® - SECTION A -A / 6'-7' III -- =III ,,,• •= i.' j ' : •:. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ' FILTER FABRIC REINFORCED CONCRETE ORA/N SPACE `•�,n'� WIRE SECTION B-B -I m SOURCE.' AOAPIEO from 198J Maryland Standards for Soil erosion and Sediment Conbo% and �a. DSWC Plate J.02-1 SOURCE: Ad6p4ed from Installation of Straw and Fabric Filter Harriers for Sediment Control, PIATE 3.05-1 53mod nood k )fant GRAVEL CURB INLET SEDIMENT TEMPORARY DIVERSION DIKE FILTER � 1 y GRAVEL FILTER 12" Compacted Son RUNOFF WATER WIRE MESH ta' min. FILTERED WATER �- Flow 4'. I- IT 4.6' min. .a IIII SEDIMENT D; i4°: CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM TOP WIDTH (W) TEMPORARY SEDIMENT TRAP REQUIRED FOR SEDIMENT 1' 1 VARIABLE i TRAP EMBANKMENTS ORIGINAL I VARIABLE GROUND ACCORDING TO HEIGHT OF ELEV. EMBANKMENT (FEET) 67 CU. YD./ACRE w a VARIABLE 67 CU. YD./ACRE A - (EXCAVATED) 4 �• FILTER CLOTH ORIGINAL GROUND ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP W CROSS SECTION OF OUTLET H HO W 1.5 0.5 2.0 1.0 2.0 2.0 CLASS I RIPRAP LENGTH (IN FEET) 6XDRAINAGE AREA 2.5 1.5 3.0 2.0 2.5 2.5 (IN AC.) DIVERSION IV 3.. HO H 4.0 33.00 3.0 3.0 �. / DIKE 5.0 4.0 4.5� _-_ ��-- EXCAVATED AREA�- ' MAX. DEPTH = 4'ORIGINA GROUND L COARSE AGGREGATE EXCAVATED FLTER CLOTH AREA ---� #*COARSE AGGREGATE SHALL RE VDOT OR #3, #357 #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-1 SOURCE: VA. DSWC PLATE. 3.13-2 NOTE: A COPY OF THE APPROVED 51TE PLAN MUST BE KEPT ON -SITE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. F.I.N. 64-((A))-I59N BRADDOCK SMET PROPERTIES ZONED: MI USE: INDUSTRIAL 4- - -- -- ••- CLEARING + C 5! 95' _ - - _ - _ 4 GRING AD - _ _-- --_ a r 82 / +`------------ - (082 -- �`ts G's'I'lRoo -DRAIN 4 tacio / (ow; + + E foe ` O 1 � Ff f P.I.N. 64-((A))-I59L OW TECWOLOGIES ZONED: Ml USE: VACANT 00 5F LIMITS OF CLEARING / 4 GRADING / i + + I I � ! I I I I IIII I LIMITS OF CLEARING 4 GRADING twv ♦IIIvz + + � a + i \i i�001= D fi�T41 N � � C)A=0.11 AC, C=0.90 {_._J + + w v k wv 1wv 21 1 a \ I A0,.10 TIC. s i \ I I IMIT5 OF CLEARING ! 4 GRADING 22 = 0.3� >'AC, x i LIMIT OF CLEARING 4/ GRAD ING s J r 17 � � n j � e e 0 30 15 0 30 THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY! SCALE: I" = 50' %N 0 Z W W Z W o CD in '4 61D C (00 ^� I ✓ Cv Wb4-, r�p WO 4 to U t 1-4o 0 ) E- iz m En � " O O N o w� F Q OP U TUNG NIKI ADIMSUMA� No 026715 C "IIIOL, sSftAL - a1 Q4 0 co � Q' w Z Q) C� 0 Q� 0 _ U)o 0 W� W W Z Q U DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 4 OF 6 I II SEP 2 2004 FREDERICK COUNTY MINING & DEVELOPMENT 0 Z ui _ - SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE Z w V WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE 4w\/ CD ENCASE WIRE AROUND TRUNCK IN BLACK �wv RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED I/3-1/2 P.19 b4-((A))-Ir7BN GRADE EQUAL TO OF TREE TOP 1/3 OF BURLAP AND CUT ROPE ---_._ BRADDOCK S PROPRI IES LLJREMOVE O AND/OR REMOVE WIRE BASKET FROM BALL _ __ -� `-- I ZONED: MI �0 02 CQ UY WIRE 012 GAUGE 1 _ USE: INDUSTRIAL r C 2" DOUBLE SHREDDED HARDWOOD "ft. / - `" `" i ! ^ + _ '' -- -- _— —' —tio — -- — 3" SOIL SAUCER '' ." ` �. _ -'" _""a --- _M . - .<a .... .. ,...... --4_za5 OF CLEARING 2 I�4•rG� z 3 STAKES _.--�- r--- I * ...� _.r 4 k _ _ _ GRADING.. `" "_"- + 't r-d... D� � $AGKFILL ✓ / iO3 -.� ��"� ._.--.-__.�._.-' = --- - - - �- "` �'� * + W ' LIGHTLY COMPACTED SETTLING MOUND .e, o r SUBGRADE 4 ... ` do In Lo TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) 9 RUBBER HOSE GUY WIRE 012 GAUGE TUI;aJBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER TFEEI MOT TO SCALE) 2 x BALL DIA. MIN CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE. FIRMLY GOMPAGTED 5AUGER (USE TOPSAIL) GENTLY COMPAGTED TOP501L MIXTURE. 5GARIFY PIT BOTTOM (MIN. 6"). SCARIFY PIT SIDES NOTES: I. MIN. ROOT 5PREAD TO BE IN AGCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY 5TOCK." 2. PRUNE ALL DAMAGED, DISEASED, OR WEAK L I MB5 $ ROOTS. 3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS. 4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROGE55. 5. 50AK ROOTS IN WATER OVERNIGHT BEFORE PLANTING. T)"PIGAL PLANTIN6 DETAIL - SHRUB 5EE COVER &DEFT FOR LANDSC,Af=E CALCULATION& SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR O ACer rubrum RED MAPLE 2" CAL 1 CF 0 Cornus Florida DOGWOOD 2" CAL QA 0 Quercus alba WHITE OAK 2" CAL. $ 3 gai, per plant IC O Ilex cornuta CHINESE HOLLY 40 Y O.G. THIS SHEET FOR LANE)5CAFING ONLY! 3K i L to co CIJco COCO N I � u7 cv a) I r�o O Ra a) H N O U �>, 11�y W U) yj OP SUMA9 No 026715 � 1 oLi SIGNAL co W H tx z ® Q nn W a Z w�?,' v { O V ) Q z W� �Q DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY- DF JOB NO. 2086G SHEET 5 OF 6 D ICK COUNTY PLANNING & D, EVELOPM This area may be concrete SPECIFICATION REFERENCE 105 502 CG-12A A PERMISSIBLE -, CONSTRUCTION I L JOINT �3'_ 4 MI ROOM 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED L IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE e EXCEEDED STANDARD CG-7 IS REQUIRED. b � A. A. . s s.• s • t .•'• >. ► A. b.. A A The bottom of the curb and I gutter may be constructed parallel subbase to the elope subbass e courses provided a minimum depth of 7" is maintained. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION r WHERE STD. CG-3 R 8'-0" 4'-0' CG-7 IS USED STD. CG-2 ® 6" 12.1 X MAX. �/- 48:1 MAX. OR CG-6 20:1 r ' 5 ROWELS. 5" LONG ." r2 C-C PERMISSIBLE SECTION A -A SLOPE 101 CONSTRUCTION 0:1 10: 1"-, B � MAX, MAX.13 MAXIMUM J JOINT 2-1 4 __ieJ TRUNCATED DOMES -A 4' SQUARE LANDING SECTION B-B A AREA DE OF TRADE VE WAYISHALL 0VIDED. BE PROEA CROSSWALK CROSSWALK TANGENT PLAN CROSSWALK HCROSSVALKH -1 HCROSSWAIXH a 4' II II 5 ICAL PLACEMENT ATPINTERSECTION ICAL PLACEMENT DIAGONAL VARIATION ATPINTERSECTION 3. 5' MIN. WITHIN CROSSWALK WITHIN CROSSWALK 5' MIN' 10:1 MAX. (WITH BUFFER STRIP) 10:1 MAX. TYPE A (PERPENDICULAR) APPLICATION + ALTERATIONS THIS DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTES: CONSTRUCTION, 6 FEET FOR ALTERATIONS. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL �I DIA. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRA'V-E., OTHER TYPES OF MATERIAL WiTH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVtL 7 - 1 -I i--%- DIA. OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL B!= A TRUNCATED DOME CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). DETAIL 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABIE CONSTRUCTION JOUNT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PORVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES - 2%* C-C CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP O O O FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER %-. 00000 000 0000 0 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 000000000000000 FOR CURB/CURB AND GUTTER. 000000000000000 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS 2%' C-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 0000000 0000000 O l w B. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY 0000000 000000 0 0 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OF NONEXISTENT. THEY 0000000 00000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 0000000 00000000 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0000000 0000000 0 INLETS, ECT. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS, UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILfiY THAT CAN BE �3AM�piF I I.G.iiT1SM. APROACHED, ENTERED, AND USED BY PEOSONS WITH MOBILITY IMPAIRMENTS. P Y 9. RAMPS MEY BE PLACED ON RADIAL OR TANGENTAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED DETECTABLE WARNING WITHIN THE LIMITS OF A CROSSWALK. 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING DETAIL REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7". CC-12 DECTABLE WARNING SURFACE SPECIFICATION REFERENCE REV. 3/ W TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION i"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"XWW' BEAMS, TOE NAIL TO POST am NOTES: 4'W"XV POSTS 1, PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. T 2. FIN15PED SIDE OF FENCE SHALL FACE I m ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL T� 1110012 FENCE DET,41L Foie 80TH DUMf=>5TER ENCL05U1RE AND EVRIMETER FENCING NOT TO SCALE ' CG-11 DI-3A-3B-3C XX Street approach some L- (radius to be as +i A surfacing as mainline A -1 roadway (Radius to be as - shown on plans) _ shown on plans) C �2• Expansion Joint L I ®Radial d gutter / 4- SYD CG-12 \y/ J curb and gutter t�•i B� 4' SIDEWALK � g" ®1 I •�, � X 6" Class A3 (H.E.S. � , .. -- -- T-- --- u Optional Flow Line Concrete ' e p p-I------- 2- 6. Ex anion Expansion Joint 8' Joint A __.J w I SECTION C-C Note: Width "B" 2'-0' or as Mainline roadway 2-0 shown on typical section. PLAN VIEW I-_ "I 6' Min I-2•-oy e' 10' Parabolic Curve ® Construct Grade changes with a parabolic curve. Edge of shoulder or Optional Flow Line I 8% Max. -•�{ ® __ "- D When St'd. CG-11 is for built Slope Change _ used entrances in conjunction with VDOT projects, please Mainline Roadway - note the following: BX Max Slope Change ® --- D XXMoinline pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection I stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A ® Radial curb combination curb and gutter shh all not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 X3 X mountable curb configuration. See Standard CG-12 for Curb Romp design Medium e500-1500 VPD r 3 X 6 X to be used with this Standard. Low (less than 500 VPD) 5 6 X 8 X ® When the entrance rodll cannot accommodate the t11ming requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 1 104.09 END-SECTION 12"-60" PIPE Hub end on outlet end -section Expansion Joint Spigot end on inlet end -sections Bock of Sidewalk s -For Woile of Inlet Frame & Cover in Conel. lord sort ° , ADpaoch Cutter X I - X see st'd. IC-2. i ,�� Gutter I _ Concrete to be c 9 or s - F Bo---n4000 PSI Min. rrr---S Proposed ew. c 7%' ' 6 6 6 8 } Sid olk t subbm - - _ �• 3' DlomeW 6 0• ts,. .. ors► - Weep Hole } M34 �4DS� I Hardware Cloth 41 it Tl I a PLAN Sbpe - to be Bars F eon Fuca a1 Curb A It- " LENGTH D Crack Control Joint Y • . .7 . 4*-W . e" oter. OF PIPE nt Gutter T s• I�-Y�' -� s' ror step detdY ew C B SILL ST-1. li PLAN I SECTION A -A - 3'7 SOX. 6'Min. --r1I ear or etaN �Op�. 1wm- fabric L-VorbbN-Ilex. 20' r- B e' t- L Bon F I— Don E -B -I e' ' 3- Diameter Weep Hale FRONT ELEVATION - (Gutter removed) TYPE A NOSE DETAIL SWILL BE USED WITH CG-3 & CG-7 STANDARDS. TYPE B NOSE DETAIL SWILL BE USED WITH CG-2 STANDARDS. GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68' 30' CONNECTORS AND IS TO BE ANCHORED WITH 1/2- X 4- STUD SHEAR WELDED TO BENT PLATE 2' C-C. Appnxh Qntw L2yt'x2)6 x}L warps Cutter\� Gakranixad sore a Cawt2_J. A / b'x9/4' Bent 9%' c yen Bon .e T •.%, d • 2%• ,Yin 2• Dom E Type A Type B SECTION B-B %'x4" Stud wnnector welded to ongle I- of 2' c-c. NOSE DETAILS DI-3B DI-3C T I L L H Flow For use in saga For use on grades Both sides to be symmetrical STANDARD CURB DROP INLET 12"-30" PIPE MAXIMUM DEPTH (H)=S' VIRGINIA DEPARTMENT of 2'"'I AW dip P_ t' y DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER Sheet 1 of 2 SPECIFICATION SPECIFICATION REFERENCE REFERENCE 302 302 -PAY LINE - SECTION X-X r DicirnJer of I \ i � (--E END VIEW END -SECTION DIMENSIONS DIAM. A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" 1'-9' 4'-0" 2'-6" 24' 9 1/2" 3'-7' 2'-6" 6'-1" 4'-0- 30" 11'-0" 4'-6' 1 1'-7 3/4' 6'-1 3/4' 5'-0" 36' 1'-3- 5'-3" 2'-10 3/4 8'-1 3/4 6'-0" 42' 1'-9" 5 -3 2'- i t 8 -2 6 -6 -0 6'-0' 2'-2" 8'-2 7 -0 54" 2'-3" 5'-5" 2'-9 1/4' 8'-2 1/4" 7'-6" 60' 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE L Hub end on outlet end -sections Spigot erd on inlet end -sections X Concrete to be 4000 PSI Min. PLAN PAY UNE- SECTION X-X If ok.r4,/, -E- END VIEW END -SECTION DIMENSIONS DRAM. A B D E 12" 4' 2'-0'6'-1" 2'-0" 15" 6" 2'-3" 6-1 2 -6 18" 9" 2'-3' 6 -1 3'-0' 21" 9" 2'-11"6'-1' 3'-6" 24' 10' 3'-7'6'-3' 4'-0' 27" 10 1 2 4-0 11911 6'-1 1/2' 4 -6 30" V-0" 4'-6" V-7 3 4' 6'-1 3/4' S -0 33" V-1 1/2' C-10 1 2" 5-3 1/4• e'- 1 3/4' 5'-6" 36" 1'-3' 5-3 2'-10 3/4' B'-1 3/4" 6 -0 42" 1'-9' S -3" 2 - 11" 9-2--6--6 48" 2 -0 6'-0' 2'-2" 8'-2' 7'-0' 54- 2'-3' 2'-11' 8'-4- 7'-6" 60" 2'-6" 5'-0" 1 3'-3" 8'-3' 8'-0" LINE - - B NOTE: Pipe lengths shown on plans ore based on End -Section design shown on the left. If the contractor elects to use the oRemote design shown on the right, lengths will be reduced by the difference in dimension "D'. SLOPE DETAIL FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT Of 102.01 TRANSPORTATION ORIGINAL EX. POND DRAINAGE DIVIDE5 (ULTIMATE BUILD -OUT) DRAINAGE DIVIDE5 TO INCLUDE PROP05ED BUILDING AND FAmNING LOT ADDITION STORM OUITFALL 4 SWM NARRATI EXISTING STORM SEWERS PRE -DEVELOPED FLOW TO EXISTING CURB INLET "3 WAS 3.19 CFS. POST -DEVELOPED FLOW TO EXISTING CURB INLET 03 15 2.09 CFS. THEREFORE, THE EXISTING STORM SEWER IS ADEQUATE. EXISTING 5M POND THE EXISTING POND WAS DESIGNED BASED ON ULTIMATE BUILD -OUT CONDITIONS WITH A TOTAL DRAINAGE AREA OF 10.715 ACRES WITH C=0.715. Qlm=54.83 THE TOTAL DRAINAGE AREA, INCLUDING THE PROP05ED PARKING LOT AND BUILDING ADDITION HAS INCREASED BY 0.15 TO A TOTAL OF 11.50 ACRES. HOWEVER, USING THE ACTUAL WEIGHTED C=0.57, THE ADDITIONAL AREA DOES NOT INCREASE THE TOTAL FLOW INTO THE EXISTING POND. QI0=44.51 THEREFORE, THE PROPOSED ADDITIONS TO THE GRW FACILITY WILL NOT IMPACT THE ORGINAL DESIGN OF THE POND OR STORM SEWER SYSTEM AT THE OUTFALL INTO THE EXISTING POND. 0 z W W z WCV O LO C\2 � CV aCO LLO z��{� x 'tI;, L0 (\j ) Q C) WO U �-t Q) [=r E-r rn IL4 1.r rr h"IN a O O 0) >-, � {, N;7 W to CL 0 z W z o 0 U O Q D ff W z fl- W U_ cW W W Q Q W E" I t Ok It" v TUNG N. KUSUMA� No. 26715 °% I b� SIDNAL co W W W H � Q o ~ W Q> U) 0 X E-t _ H w �, ~ o W� � � U I---t W w Q DATE: JUNE 2004 SCALE: AS NOTED DESIGNED BY: DF JOB NO. 2086G SHEET 6 OF 6 D FREDERICK COUNTY nnrnit0.lr & DEVELOP_ M___ EN!--